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Home My WebLink AboutSDP202100071 Plan - Approved 2023-01-300 0 N N_ co N 0 N m c 0 0 n d w 0 0 0 0 U U a� v 0 0 N ¢� n -0 0 0 0 W C6 i 0 SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO 09000-00-00-OOl AO PARCEL AREA: 8.83 ACRES DB 3375 PG. 063 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 07600-00-00-051AO PARCEL AREA: 1.23 ACRES DB 4706 PG. 198 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 090A1-00-00-001 DO PARCEL AREA: 86.80 ACRES DB 3375 PG. 063 ZONING: R2 RESIDENTIAL OWNERSHIP OF ALL PARCELS: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 ZONING: REFER TO ZMA 2018-003 LIMITS OF DISTURBANCE: 4.11 ACRES BLOCK DENSITY AREA: 4.68 ACRES (SEE SHEET C4.4) OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: BOUNDARY TOPOGRAPHY SUPPLEMENTAL TOPO WILLIAMS 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, VA 23117 STAUNTON,°-VA 24401 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 VHDA CONTRACT SET COUNTY OF ALBEMARLE, VIRGINIA 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: 45' MAX 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 PROPOSED BUILDING UNITS SHOWN ON THIS PLAN ARE AFFORDABLE UNITS (121 IN TOTAL). 2. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 3. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. CUMULATIVE SITE PLAN TRIP GENERATION WEEKDAY LAND USE ITE AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR CODE IN OUT TOTAL IN OUT TOTAL APARTMENTS/ 220 46 D.U. 341 5 17 22 16 10 26 TOWNHOMES SINGLE 210 34 D.U. 389 8 22 30 23 14 37 FAMILY VILLAGE 1 TOTAL 80 D.U. 730 13 39 52 39 24 63 APARTMENTS/ 220 86 D.U. 641 13 34 47 30 17 47 TOWNHOMES BLOCKS 9 - 11 TOTAL 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 TOTAL 121 D.U. 886 19 49 68 47 34 81 APARTMENTS/ 25 D.U. 185 3 9 12 9 5 14 TOWNHOMES SINGLE FAMILY 22 D.U. 252 5 14 19 15 9 24 VILLAGE 2 TOTAL 47 D.U. 437 8 23 31 24 14 38 CUMULATIVE TOTAL 334 D.U. 2694 53 145 198 140 89 229 01/11/2023 VICINITY'14AP 1"=1000' DEVELOPERS; HABITAT FOR HUMANITY OF GREATER CHARLOTTESVILLE 967 2ND ST SE CHARLOTTESVILLE, VA 22902 PIEDMONT HOUSING ALLIANCE 682 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 OWNER: SOUTHWOOD CHARLOTfESVILLE LLC 919 WEST. MAIN STREET CHARLOTTESVILLE, VA 22903 ENGINEER OF RECORD0 : TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: (434) 327-5380 Sheet List Table Sheet Number Sheet Title CO.0 COVER (SITE) C0.1 CODE OF DEVELOPMENT TABLES CO.2 CODE OF DEVELOPMENT TABLES C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 FIRE FLOW DATA C1.5 FIRE FLOW DATA C1.6 BUILDING ELEVATIONS -BUILDING 1 (BLOCK 11) C1.7 BUILDING ELEVATIONS - BUILDING 2 (BLOCK 12) C1.8 BUILDING ELEVATIONS - BUILDING 3 (BLOCK 12) C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C2.1 OVERALL PLAN C2.2 OVERALL PHASING PLAN C3.0 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.2 EROSION AND SEDIMENT CONTROL PHASE 1A C3.3 EROSION AND SEDIMENT CONTROL PHASE 1 B C3.4 EROSION AND SEDIMENT CONTROL PHASE 2 C4.0 LAYOUT & UTILITIES PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 ROAD PLAN & PROFILE 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 C6.0 STORMWATER MANAGEMENT PLAN - BLOCK 11 C6.1 STORMWATER MANAGEMENT PLAN - BLOCK 12 C6.2 STORMWATER SUMMARY PLAN C6.3 STORMWATER CALCULATIONS C7.0 STORM PROFILES C7.1 SANITARY SEWER PROFILES C7.2 WATER PROFILES C8.0 SIGHT DISTANCE PROFILE - HICKORY STREET C8.1 SIGHT DISTANCE PROFILE - HORIZON ROAD E1.0 PHOTOMETRIC PLAN - BLOCK 11 E2.0 PHOTOMETRIC PLAN - BLOCK 12 E3.0 PHOTOMETRIC DETAILS E4.0 PHOTOMETRIC DETAILS E5.0 PHOTOMETRIC DETAILS E6.0 PHOTOMETRIC DETAILS E7.0 PHOTOMETRIC DETAILS E8.0 PHOTOMETRIC DETAILS L1.0 OVERALL LANDSCAPE PLAN L1.1 DETAIL LANDSCAPE PLAN L1.2 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS TOTAL = 51 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 soy do- �i APPROVAL DATE Bryan D, Cichocki Lie. No. 53741 F t IONAL N E C) 0 W M V O W CN > E 0N 0 w•E w U v C)o ¢� U)� w U. a �ozc z w a J U oMo (31Z �Q::) C) a Lf, U � o N F- W Z LY Q+ M J w p c�a d. wzO mo U _ � N Z 0-0---� 0 H V ¢ O o 0Q 4.5 N W 0 LL c0 0 Vic¢ ce IIZZ ' w w� o lD U(D �w vi U UT (D Q ce > 0 w U z 0 H U? O M N w 0 N Q � o � 0 DATE 01/11/2023 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY .i. ., B. CICHOCKI SCALE NIA U) �e I I U O> J" w J w LLJ Q m LL w 0 0 � � U QU 0 O O 1 O V/ JOB NO. 47118 SHEET NO. Co. 0 L_ TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY OPEN SPACE OPEN SPACE TRAIL &PATH TRAIL &PATH REC. AMENITY & REC. AMENITY & TOTAL GREEN TOTAL GREEN TOTALAMENITY TOTALAMENITY ASSOCIATED STEEP SLOPES MINIMUM RECREATIONAL AMENITIES &CIVIC SPACE BLOCK REQUIRED PROVIDED AMENITY REQUIRED AMENITY PROVIDED CIVIL SPACES CIVIL SPACES RECREATIONAL AMENITIES &CIVIC SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED PLAN(S) {ACRES) REQUIRED (ACRES) {ACRES) (ACRES) (ACRES) REQ. (ACRES) PROV. (ACRES) (ACRES} (ACRES} (SF) (SF) 1 1. SO 5.97 0.23 0.00 2,000 LF CLASS B TYPE 1 PRIMITIVE TRAIL 8.00 10, 000 SDP20200a04$ 0.80 0.05 0.05 405 LF CLASS B TYPE 1 PRIMITIVE TRAIL 0.80 2025 SDP202100062 6.75 0.19 0 19 1691 LF CLASS B TYPE 1 PRIMITIVE TRAIL 6.75 8455 TOTAL 7.55 0.24 0.24 TOTAL: 2096 LF CLASS BTYPE 1 PRIMITIVE TRAIL 7.55 10,480 2 0.10 1.10 0.20 0.00 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 8, 700 SDP2o200004$ 0.29 0.03 0.03 297 LF CLASS BTYPE 2 PEDESTRIAN TRAIL 0.29 1491 SDP202100W6 0.81 0.17 0.00 1,493 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.11 8950 TOTAL 1.10 0.20 0.03 TOTAL: 1,790 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 10,441 3 0.00 o.oa o.00 a.00 a.Do o.00 SDP202000048 0.00 0.00 0.00 0.00 0.00 4 0.00 0.00 0.00 0.00 0.0o a.o0 sDPzo200004s o.00 o.00 o.00 o.00 o.00 5- 8 0.00 0.00 0.12 0.11 0.23 10, 500 4,415 SF PLAY FIELD 1, 866 S F TOT LOT 500 SF NEIGHBORHOOD PARK 985 SF COMMUNITY GARDEN 600 LF CLASS BTYPE 2TRAILSa 2,707 SF GARDEN 4,000SF NEIGHBORHOOD PARK OR REC. AMENITY 1,135SF PARK 3,940 SF PARK 1,855 SF PARK 2,555 SF PARK 220 LF TRAIL PEDESTRIAN CONNECTIONS 746 LF CLASS B TYPE 2 SDPZ02000048 1.30 0.11 0.62 TRAILS 0.97 27124 7,100 SF PARK SDP2o2100ofi2 0.28 0.01 0.18 107 LF TRAIL PEDESTRIAN CONNECTIONS 0.28 7635 TOTAL 1.5$ 0.12 0.8 1.25 34, 759 9-11 O.38 a.0a 0.5a a.13 500 SF NEIGHBORHOOD PARK Q.63 22, 700 2,112 SF PLAY GROUND SDP20Z10000fi 1.64 0.51 0.32 2,170 LF CLASS B TYPE 2 TRAILS � 1,059 SF AMEN ITY SPACE 4,434 SF OPEN FLEX SPACE 5,000 SF NEIGHBORHOOD PARK OR REC. AMENITY 6,779 SF REC. AMENITY 1,211 LF CONNECTOR SITE PATHS 1.37 23560 THIS PLAN 0.00 0.00 0.00 0.00 0 TOTAL 1.64 0.51 0.32 1.37 23, S60 12 0.00 a. oo a.00 0.15 6,5005FACTIVE USE REC. AMENITY 0.15 6, 500 THIS PLAN O.00 0.00 0.15 6,500SFACTIVE USE REC. AMENITY 0.15 6,500 TOTAL 2.28 7.07 11.87 1.05 1.07 a.39 1.54 1a.41 11.72 58,400 85, 740 aTHREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8 bFOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11 SPACE REQUIREMENTS IS CUMULATIVE AND MAY BE PROVIDED USING NOT MORE THAN 6 SPACES, NONE OF WHICH CAN BE SMALLER THAN 500 SF DISTRIBUTED ACROSS BLOCKS �H 0� Bryan D. Cichocki � f--� Lie. No. 63741 1 e ��Q I IONAL .- - N m N O � W 01 U LU N U OU) � � LU ON H W vim, Q i o to ,-i w u. - �o o� z�z w Q_j U0M0 Z wQ a �Q oN U� W C� LU a O # J a� O z � U 1- � ¢ 0 n %� w E � DC oQmod. WLUOw (� _ N Z 0-0 rl Hvaul O o C) cL H 0< �N > ow0� �M Ilzz °- � w w� o cn F- F- 9 UU �w Ui zH OUH C7 Q � > I- M w N w O LU = Q Q p Z p O V) DATE Ce ZD 0111112023 O � DRAWN BY K. ROESER FOR BLOCKS 9-12, 1.5 SPACES/ UNIT REQUIRED FOR MULTIFAMILY/APARTMENT RESIDENCES. DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI . SCALE . N.A. N 06 'f'� 1� pr v) W J m Q 0 Q = L W co(4101 Q w 0- m O <C J Q u- W W 0- (� O a-] O o W 0 o O Z) s� JOB NO. 47118 SHEET NO. r Co.1 �.J DEVELOPMENT CHART RESIDENTIAL UNITS MARKET RATE UNITS AFFORDABLE UNITS MAX. NON- DENSITY GROSS TOTAL AREA BLOCK NON-RESIDENTIAL S.F. S.F. TOWN CONDO/ DWELLING TOTAL# BLOCK RESIDENTIAL NUMBER OF LOTS TOTAL RANGE RESIDENTIAL % OF (AC) CLASSIFICATION BUILDING (SF) DETACHED ATTACHED HOUSE APARTMENT UNIT RANGE MARKET REQUIRED FOR FOR RENT TOTAL % OF BUILDING (SF) PROVIDED UNITS REQUIRED DENSITY TOTAL UNITS UNITS UNITS UNITS REQUIRED RATE AFFORDABLE SALE APARTMENTS NUMBER TOTAL (DU/AC) (DU/AC) UNITS UNITS OF UNITS UNITS 1 GREEN SPACE & q 0 0 0 0 0 0 0 0 0 0.0 0 0% 0 0 0 0 0% 8.00 BUFFER 2 1.30 0 0 0 0 0 0 0 0 0 0 0.0 0 0% 0 0 0 0 0•�0 3 NEIGHBORHOOD 5ggq 0 8 fi 2 0 0 4-12 $ 3-6 5.7 5 fi3% 1 3 0 3 3$% 1.40 DENSITY 4 1.50 5000 0 5 3 2 0 0 5-14 5 3-6 3.3 3 60% 1 2 0 2 40% URBAN DENSITY 5 RESIDENTIAL 5000 0 35 4 4 2fi 20 60-127 54 6-18 7.6 10 19% 8 24 20 44 $1% 7.10 VILLAGE 6 NEIGHBORHOOD 10000 0 0 0 4 0 0 0-31 0 0-28 0.0 0 0•�0 0 0 0 0 0% MIXED USE / 1.10 NEIGHBORHOOD PLACES 7 0.60 10000 0 7 7 0 4 0 0-12 7 0-18 11.7 7 100% 1 0 0 0 0% 8 1.00 10000 0 6 6 0 0 0 0-17 6 0-18 6.0 6 100% 1 0 0 0 0•�0 9 1.80 10000 0 15 0 0 15 0 0-61 15 0-34 8.3 15 100% 2 0 0 0 0% 10 20000 0 26 0 0 10 16 11-62 26 6-34 14.4 10 38% 4 0 16 16 62% 1.80 . URBAN DENSITY MIXED USE 11 5.40 20000 0 46 0 0 45 51 20-182 96 6-34 17.8 45 47% 14 0 51 51 53% 12 3.00 30000 0 1 0 0 0 70 13-102 70 6-34 23.3 0 0% 11 0 70 70 100% TOTAL 34.00 N/A 0 149 26 $ 96 157 N/A 287 N/A $.4 101 35% 43 29 157 186 65% PROPOSED BUILDING HEIGHTS�BY BLOCK NEIGHBORHOOD CENTER SPECIAL AREA BLOCKS 3-4 BLOCK 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) REQUIRED: NO MIN., 3 STORIES OR 35' MAX. REQUIRED: NO MIN., 3 STORIES OR 40' MAX. REQUIRED: NO MIN., 3 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 50' MAX. PROPOSED: 35' MAX. PROPOSED: 40' MAX. PROPOSED: 40' MAX. PROPOSED: 37.6' MAX. PROPOSED: 37.6' MAX. PARKING REQUIRED AND PROVIDED TOTAL PARKING ASSOCIATED TOTAL PARKING PARKING SPACE LOTS HOUSING TYPE SPACES PLAN(S) SPACES REQUIRED LOCATION PROVIDED 1A-1D, 2A 2B, 3, 6A- 6E, 12, 24, (2 SPACES / UNIT) X (50} ON -SITE, (2) ON 33, 34, (26 UNITS} = 52 52 CARDINAL HILL LANE 35A-35C, SPACES 36A-36D, SINGLE FAMILY 39A-39C DETACHED (2 SPACES /UNIT+ 1 (16) ON -SITE, (1} ON GUEST SPACE / 4 1$ HORIZON ROAD, (1} SDP20200004$ 4, 5, 8-11, - UNITS} X (8 UNITS) - ON WARDELL CREST 37, 38 DUPLEX 18 SPACES (2 SPACES / UNIT) K (39) PARKING LOT, (1) MULTIFAMILY (2) 6-UNIT (20 UNITS) = 40 40 (2 ADA VAN} ON CARDINAL HILL 13 AND (2) 4-UNIT SPACES LANE (28) GARAGE, (24) ON- (2SPACES /UNIT+ 1 SITE, (2) ON HORIZON GUEST SPACE % 4 ROAD, (2) ON 58 UNITS) X (26 UNITS) CARDINAL HILL LANE, 7A-7H, 14- = 5$ SPACES (2} ON WARDELL 23, 25-32 TOWNHOMES CREST 105 SPACES+ 18 (140} GARAGE/LOTS, GUEST SPACES - 163 (23) ON STREET/ALLEY 123 SPACES SDP2021006 1-70 TOWNHOMES *(1.5 SPACES / UNIT}*(16UNITS} 24(2ADAVAN) 240N STREET/ALLEY =24 SPACES 70-72 MULTIFAMILY (2} $-UNIT (52) SURFACE PARKING BLOCK 11, *(1.5 SPACES (11) ON HORIZON BLOCK 11 MULTIFAMILY UNIT)* (51 UNITS} 7$ ROAD, (10) ON APARTMENTS (51 Q.U.) =77 SPACES HICKORY STREET, (5) THIS PLAN ON SWALLOWTAIL LANE *(1.5 SPACES} / (110) SURFACE BLOCK 12 MULTIFAMILY UNIT) * (70 UNITS} = 116 PARKING BLOCK 12, (6) APARTMENTS (70 D.U.) 105 SPACES ON HORIZON ROAD HOUSING MIXTURE PLAN BLOCK HOUSING TYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SDP202000048 & SDP202100019 Number provided SDP202100006 Number provided this plan (SDP202100035) TOTAL 1-2 N/A -Open Space Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-20 0 0 0 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-40 3 0 0 3 3-4 Habitat Single Family Attached Ownership 25%-80%AMI 40 years 0-15 2 0 0 2 Habitat Single Family Detached Ownership 25%-80%AMI 40 years 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%-8O% AMI 40 years 0-20 15 0 0 15 5-8 Habitat Townhomes Ownership 25%-80%AMI 40 years 0-30 18 0 0 18 Habitat Single Family Attached Ownership 25%-80�o AMI 40 years 0-15 4 0 0 4 Habitat Single Family Detached Ownership 40%-80%AMI 40 years 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 Market Townhomes Rental Unrestricted N/A 0-30 0 70 0 70 9-12 Habitat Condominium Ownership 20%-80% AMI 40 years 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 L_ Y a 0 N N (\1 O N C 0 0 vi w m 0 0 0 T 0 V 0 U v 0 N rl Q 0- �0 0 0 0 M Orgnnal''rofrs' A��zxdzxient Z-M. N.o.2 I.S. 013 Tax Map and Parcel Number(s) 090ft 00-00-001A09 090A1a0:-00-001E0507600-40.0&i051A0. 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 tom `R-2 to NMD' and TMP 90A1-1B (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- 0OIA09 090AI-00-00-OOIE09 07600-00-00-051.AO (the "Property") which is the subject of rezoning application ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "project"). t� ;, 2. Trails,,Par°l Civic Spaces. a. Greenway Connections to Potential Adjacent County Parkland. At any time from approval of this rezoning application until the final certificate of occupancy is granted for Phase 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 lo'catzorz of the Trail is showzz an the t pplic tion plan on pale 8 of tlae', Code of L}evelpprnent, 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`h) 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 anenhanced 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 load, to the public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to the issuance of the 300'h Certificate of Occupancy in Phase 1. SOUTHWOOD CHARLOTTESVILLE, LLC, s< a Virginia limit Lbity coznpan By: Dan P.osenswe.ig, Manager TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK NEIGHBORHOOD CENTER SPECIAL AREA(115- REQUIREMENT BLOCKS 3-4 BLOCKS 5 BLOCKS 6-9 BLOCKS 10-12 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 281A STEPBACK° MIN. N/A N/A 151E 151E 151E AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' SIDE SETBACK MIN. 3' 3' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. REAR SETBACK MIN. NO MIN. 5' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. TRAIL BUFFER SETBACKB MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. 0' MIN. MAX. BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX. GARAGE SETBACK TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPEI INGS AND/OR GARAGE DOORS ARE NOT FRONT ACCESS MIN./MAX. 4.19C / NO MAX ALLOWED IN THESE BLOCKS. ALL GARAGE A fCESS MUST BE SIDE LOADED OR RELEGATED TO THE REAR OF THE BUILDING MAX. PORCH & DECK 4' 4' 4' 4' 9' ENCROACHMENT MAX. EAVE & OVERHANG 21 21 31 31 3' ENCROACHMENT SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF FOOTPRINT MAX. NON-RES. STREET FACING BUILDING LENGTH MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50' MAX. 200' 200' 200' 200' 275' MIN. AIR PASSAGE WIDTH 10, 10' 10, 10, 10, A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED -USE BUILDINGS FOR USE AS A FRONT PATIO OR COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE. B IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE BUILDING AND THE TRAIL BUFFER. C THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (T) FROM THE PRIMARY STREET FACING BUILDING FACADE. ° 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). G FLEXIBLE USE STRUCTURES AS DEFINED IN THE CODE OF DEVELOPMENT HAVE THE SAME MINIMUM SETBACKS AS THE PRINCIPAL BUILDINGS WITH WHICH THEY SHARE A LOT EXCEPT FOR REAR AND SIDE SETBACKS, WHICH SHALL BE A MINIMUM OF 3'. 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. M E O O N V N � C > E W O E UJ U. Ln w O CLJUGMo UJ rn W N N �0 `rd Ja' U_ U j L9 FLn- rn oN � M a d- co_J �� Vi 0 LO W W H Q z 0 h-1 V) H 0 N N ,_1 W � � 01 0 N N I- 0 Q (y) W V) zW z z WQ a O �C w a UO H 0 w V) �= Q 0 w Z 00 2! a. 0 o O U) 0Q > 0 LL. W - '' O C) fizz Uw O 0 U U �W F- Z H 0= U Q H o M N W 0 Q o 0 DATE 0111112023 DRAWN BY L'1MZr G DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. r--I V) J m U � O> � �UJW mQ� Imo aLL ¢w 0 w =� �. z o ono o w 0 0 U 0 V) JOB NO. 47118 SHEET NO. CO.2 L_ 0 Y a_ N co N 0 N (�0 0 0 Q 0) w 0 06 U) w 0 z 0 U 0 U v a� 0 N QI a i 0 0 0 0) co ti M 0 Rnonc LEGEND TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO. FJ_O_ DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT -► CENTERLINE OF DITCH BENCH MARK ... .... . CLEARING LIMITS -� R-1 VDOT STANDARD STOP SIGN - --- 200 - -- - EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 1U PARKING COUNT CMAIE:D EXISTING SANITARY SEWER PROPOSED SANITARY SEWER 1 PROPOSED SANITARY SEWER LABEL WATER ___ EXISTING WATER LINE g" W PROPOSED WATER LINE g" W PROPOSED VALVE iTi g" W PROPOSED TAPPING SLEEVE �- PROPOSED FIRE HYDRANT (COMPLETE) f" 11 A nTn1f" ACSA GENERAL WATER & SEWER CONDITIONS TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT MANAGED SLOPES PRESERVED SLOPES SEPTEMBER 14, 2021 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGALLTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. Albemarle County As -built Road Plan Policy As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the :minimum information required on the drawings. Additional information may be requested. The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads, please consult with VDOT. 1, A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. "As -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cut - de -sacs. a ell as ramps and curb cuts must be included. de saes. Edges fors es c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material., inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right -of --way or drainage easements. Provide copies of recorded documents. e. Guardrail -Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS, 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). Albemarle County Private Road Acceptance Procedure This is the procedure developed by the Albemarle County Community Development Department for the completion of private roads. The items in this list must be completed in the order given. 1. Tests and Inspections: Have all necessary tests and inspections performed by a professional engineer or geotech, or VDOT certified inspector. This should include, at a minimum, a. California Bearing Ratio (CBR) tests, b. stone depth inspections, including installation of under -drains and cross -drains, c. fill compaction tests, d. pipe and drainage structure video inspections or equivalent, e. base and surface pavement inspections, documenting materials, thickness and compaction f. concrete tests g. structural and related inspections for any bridges and foundations Compile a report of these tests, certified by a professional engineer, and submit this report with the as -built plans. 2. As -built plans and plats: Provide drawings of the constructed improvements according to the Albemarle County As -built Road Plan Policy. Provide copies of all recorded drainage easements, sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. Before completing as -built drawings, make any corrections necessary to ensure all improvements are within right-of-ways and easements. 3. Bond inspection: Request a bond reduction or release inspection from the County, which will reduce or release your bond, indicating completion or partial completion, or generate a letter indicating items in need of documentation or completion. The following documents will be needed with your bond inspection request; A. Completed Bond Inspection Request form and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items 1 and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. C. Signed and sealed letter from a professional engineer listed and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be .listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff willnot be .in the position of discovering discrepancies and deficiencies in the field. D. Completed Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. COUNTY OF ALBEMARLE Department of Community Development 35. THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 36. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). 37. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 38. RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 39. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 40. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX, PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING 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) 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 phphotographs for pipe trenches and bedding, including unclerIains. c 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 Pagel of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not 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 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). N N_ w N v C) LU E C) N 0 ~ v o� a Q iU. o U) w UJo o� z�z w QJU0M0 Z wQa cs O U�w W N b d �� (7 J 02 Q O U H oa 6� Z0 cn_ �� z awp H V Q Ln C c "' w C:)Q 4 `� w O 0 w °~ UJ o U)�¢ U� w �- cri � z� 0 0 (9 0 ` ce > H 0 w w h-f S z 0 U? H ce 0ZD DATE 01/11/2023 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. U O> U) J 00 2 L f Q m 0 =°w U) ��o � o Z 0 0 0 V) JOB No. 47118 SHEET NO. C1.0 L_ A T A R1-1 STOP *Reduce spacing 40% .--..... A ..... ........................................ B C ..........-..._.........................._..._............................. D E F -- 18 - -- .375 24 .625 - ._. _......._ 8 .--_6_ ..._.. 8 C _.....--3---- 4 --7.75 10 30 .75 10 10 C -- 5 12.5 36 .875 12 12 C 6 15 COLORS: LEGEND — WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale 6" VDOT A-3 TOP OF CURB CONCRETE SURFACE BASE 12" CONTINUE 21 B STONE BASE �" ` a a a a c�c�SUBBASE FROM ADJACENT PAVEMENT SECTION UNDER CURB ^� AM FLUSH CURB PARKING LOT No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) FACE OF LOCATION (TYP.) CURB PAINTED PER 2 /o MAX. 411 411 VDOT PAINTED SPEC. STRIPE 9' 5' 9' 9' 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale PB&Tf PBVAl1Y $I00-$OUHE SI00-WOHE TOW AWAY ZOPE TOWAWAYZOw VAN _F ACCESSOLE 6'ABOVE FINISHED GRADE ADA PARKING SIGNS No Scale (TYPICAL) REGULAR SPACE NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% I I\ \ 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER G DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 2l NCRETE SIDEWALK PAVEMEN � A q 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A ............... .......... 2" INTERMEDIATE BASE COURSE - IM19.OA 3" INTERMEDIATE BASE COURSE - BM25.OA a P P P P. P a 8 TYPE 21-B AGGREGATE SUBBASE COURSE P P P P P P P COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) C 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) ......�.. . ).... YYR DP P 8" TYPE 21 B AGGREGATE BASE COURSE P a P P P a a \/\\\/\\\/\\\/\\\/\�\/\\\/\\\/�\\/� 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 u n n 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE P P P o P P P 6" TYPE 21A STONE COVER /\\ COMPACTED SUBGRADE (CBR 11.2) 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 GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. a 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 I -.,UV r—Mr- U 0 T rMi V/A I C 0c CIVIr—MO IVI., T /1lAar00 r—MOCIVICIV 1 J NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS, PUBLIC ROAD CROSS SECTION No Scale AGGREGATE SHALL EXTEND 1' BEYOND THE BACK OF CURB (TYP.) 6' (PLANTING STRIP) VDOT DETAIL NOTE: 1. VDOT ROAD & BRIDGE STANDARDS SHALL BE REFERENCED FOR COMBINATION 6" CURB AND GUTTER, STANDARD COMBINATION UNDERDRAINS (At SAGS AND LOWER END OF CUTS), ASPHALT PAVEMENT WIDENING, METHOD OF TREATMENT (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES), STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS, AND ALL OTHER APPLICABLE STANDARD DETAILS. Bryan D. Cichocki Lie. No. 63741 s IflNAL N M E r O r-1 W � C)�w E �N Q t!1 E W F- v a om aI tn�w "U.0� z" U) W Q<JUao Z gl—a- � N o rn O 7) C)W � U �, W C� N H O# J z U i— Q �¢ W 0w oQ mob. p wz0 LL U) = r 4 Z a w I=-v`zLn 0 � o c oQ LL —J � W C)00 �M z Ilz a ' W W O 0 ~ U-) Q F- U (9 W Ui � zH O C7 Q0 0 _ > F_ o CY) W N W 0 LU U 0 z o O V) DATE H 0 0111112023 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. JOB NO. 47118 SHEET NO. 1.1 0 C 0 .s? U (D O 4 co 0 L Q 0 0 Q L O a) 0 �Q �0 o aU) L Z �0 o � a� E� 11 U 0 Cr c� Z 0Q �x o� o CL .N p4- �o co (t3 a O � U L 0 U � O N 6 (4 � �U O C N O .t U L O � U � .2 s� L a) 0 tY Y o_ N N M N 0 N 1 0 0 o 0 w 0 06 0 0 U 0 U a� t r� V 0 N ¢� IL 0 O O ti 0 FRAME 8c COVER (SEE FIG. S—•I---D,E) STREET SURFACE OR R IT � N MIN, 60` DIAMETER MANHDLE REQUIRED, � NON —PAVED AREA V E , R yTSLOPED MANHOLE PVC CROSSLr.� AREADROP p '' r, . USE APPROVED FLEXIBLE RUBBER ' V-0„ MAX 8 . o� 30Q0 PSI CONC, BASE ar Z,�a„ BENCH SLOPED TO FLOW --Aa 6` GASKETED aQ� _ STOP COUPLING � CHANNEL 1 /4" 1' MIN �' RUBBER COATED STEEL „ MIN �, _ ta AT z 27' -- ° STEPS CAST IN PLACE - Q $ r x i M E w `'� ' w >» v� 4 PIPE STRAPS �`� :-•; DROP PIPE;, A (STAINLESS STEEL? ::- • ; r ,tSECTIONS ,� `� PRECAST REINFORCED CONCRETE 2„ IN toi , c SPACED EVERY `:,•'•. z; ;• •; /' ` " t, „ 16 MAX 4-� x �' 2' VERTICALLY ,. ;.< ••''h• l: ~:"�..;`: ., , BRANCH 0 RING SEALS A r E kz a 90` RESTRAINED BEND s;+f: 12" ._...- MINIMUM ELEVATION ;.S•..+• sI;YtER INFLUENT / 1 = j DIFFERENCE ACROSS M.H. 5" 4'-�a" � R r s _ >r � � . a PIPE Q � FROM INLET TO OUTLET Lo ;,, � Q P P A" Q A �' SHALL BE 0,20 FEET. VARIES VARIES an(Xt x , ., �` I``n �,. a, k 4 a . MAIN �` ti 2" ' DEPTH .OF FLOW CONCRETE FILLETS d _t ^. k PIPE CHANNEL TO BE r ¢ � ,a PLAN 3/4 DIAMETER OF , `�-- CONTRIBUTING -- -- PROFILE SEWER. A. , A A FILLETED INVERT OR A SMOOTH `• ` •�• $ 12 t Q �--�- MIN. &" BEDDING WITH NO, 6B STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. NOTE; FLEXIBLE CONNECTION WITH STAINLESS STEEL ALL CONNECTIONS TO EXISTING MANHOLES SHALL TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING BAND �-- BE CORED AND A FLEXIBLE NOTE W1 N0. 68 STONE z 0 2. VERTICAL DROP PIPE SHALL BE SDR 26 P,V,C, SIZED THE SAME A5 THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. CONNECTION " BOOT " 1 BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE E � E � E 8 B t`1'i 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPEJOINTS. STRAPS SHALL BE MADE OF INSTALLED O ` SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, Yrn r� m w STAINLESS STEEL. 2, THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE N co 04 O" 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT EXTENDED OR NON —EXTENDED BASES, u- TO SPRING LINE OF MANHOLE INVERT. 3, ALL JOINTS, LIFT HALES, INLETS, OUTLETS TO BE SEALED & GROUTED 0 Q S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT45 DEGREES, INTO THE FLOW, �/(�j ((� i PLAN TYPICAL (� I l..,s A L MANHOLE I- LA 1 �i INSIDE AND OUT, 6, VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. SHOWIN ) BRANCHNG TIE YP I C J� L MANHOLE SECTION TYPICAL 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR J.2" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. � A N � �� TIE-IN � �,.�� BRANCH TYPICAL., MANHOLE FRAME & COVER STANDARD INTERNAL DROP CONNECTION NTS N,T,S N.T.S. FIG. S—•I--B FIG. S-1---A N.T.S PIGS-I-D FIG, S-1-C2 TD--25 TID-31 TD--27 TD-30 x 6 METAL POSTS 10 6" x 4 METAL POST (TYP. 12'-0„ CONC. PAD 1 x 6 DUMPSTER VARIES 17'-0" TO 18'-0" OUTSIDE ELEVATION 3 SIDES 1 x6CAP 1 x 6 TRIMMER 2 x 4 RAILS NOTE. ALL LUMBER SHALL BE PRESSURE TREA TED 12' S7 HINGE FA 1/4 " SA W1 TH TURNS CROSS 2 x 4 FRAME INSIDE ELEVA RON 3 SIDES 1 x4CAP 0VER I L i.i/'1IVL OVL I J OUTSIDE GA TE VIEW DUMPSTER ENCLOSURE DETAILS N.T.S. J UM. D I CfR VVr1 CCLJ INSIDE CATE VIEW CONC. — STONE 4 x 4 METAL POST UNLESS POST ELEVATION IMMER ING AIR RELEASE VALVE BRASS OR BRONZE PIPE DRAIN TO GRADE IF POSSIBLE--, BRICK SUPPORTS OR SOLID CEMENT BLOCKS [25Mm) cl (4) 1" (7.5mm) RIA HOLM ON 32 4" (834mm) Dye, BOLT 10 cLE. 2' (51mm) LEMi S (RECESSED FWSH) 1- CAM BOLT SEE ASSEMBLY OL7AiL 27 1/2" DIA [699mm] 2� 1/4` [ 667mrn] 24" DIA ' [606mm] 28 7/16" DIA [722m�jm] 36" DIA [914mm] FRAME SECTION [38mm] 7" F [1?$mm] D 6mm] � 26" [660mmj 1 1 /2" 13 16" [38r�m ] m m) ILA 4E GASKET X 5/8 X 1 1/2 (2) CORED �j""' .1 $pQu t�t+vvt n ri+sct� t%Q�B 0 1 5��» (2) BLT c EX s/a— 1 X 1/2 SS �/V PICKWS [5mm .240<3" [41 mm PART# 000812.50 —L 1 1/8" (29mm) DIA BOSS [5mm [13mm .53 DIA. STAINLESS STEEL. ROD FART# Og961318 1.50 OD SS PLAN VIEW PICKBAR & LOCKLUG MOLE DETAIL NOTES: 2) NUr HX 5/8-•-11 7N NYLK PARTJ 00981284 1, ALL MANHOLES VWTHIN 100 YEAR FL.00DPL4IN CAR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME do COVER. (Z) NUr HX JAM 5/8-'11 iN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED, IpAff# 00981M 3, COVERS SHALL BE AXED TO FRAMES WITH LOCKING LUGS OR SIMIUM ASSEMBLY. TYPICAL WATERTIGHT �SHORT)SPAR'T# 001LOCK 3535 "—TYPE "K" SOFT COPPER ORPORATION STOP NISHED GRADE BRONZE GATE VALVE RUSHED STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE, AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 MANHOLE FRAME & COVER N.T.S FIG S+E TD-32 EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE 8"MIN 36"MIN 124"MI LOCK LUG ASSEMBLY REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 6" IN ANY DIMENSION ••-•INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) 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 RIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD--34 �H 0� Bryanr D. Cichocki Lie. No. 53741 I E �Ss jo . NAL N M N N V 0 w Lu 0 ry w 2 - w� V � � � Q a:a � ,-i w u. - �o o� z ❑z w aJ VOORR Z �Q o Lu O ❑ U) Gel;9LIJ U a, CDWo� a O#J a� ❑ 9� eL o �z o 0 Q � d- w U- V) _ N Z a. ❑ r♦ I=-•UQ� OH o0,❑ `i 0 `t ) `� W O p a w w� ❑ "o U-) ~ d Q �-- U U 9w ui O U �- U Q 0 w w HT Q z O 1--t v) H ce 0 }O M N w 0 N Q � 0 DATE 0111112023 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. JOB NO. 47118 SHEET NO. C.2 0 ai _ U a� a) 0 12 m 0 0- T O ro 0 -0 _ 0 1= M Q 0 am 0 h -a � o0 CL "z wo 02 cu,f E o -= 0 a) wU) a 0 oq) a: C9 zN CL X F= ° �a) o a� v ° o} 0 ,? Q 7 � (� �N U O U a� cn (d O � U � L E� �0 •U � O C U E z O 0 c U tZ O a� L_ a� rn a� tY Y N N_ M N Q N O a 0 a a I¢• W 0 W 1- O Z 0 U r) U a� m 0 i N r QI a •01 0 O 7 O cb d- M 0 I WATER MAI VARIES VALVE BOX TO METER BOX (SEE FIG. W--6A THRU W-7E), " VARIES \-�'----�2" COPPER �. o.14 M.J. FITTING 4" DIP 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA, • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. • REFER TO FIG, W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFERTO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-•-12 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VIH E THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (11 (270') 2' 7O 14' 7 CU. FT. 18"-22" VALVE BOX #68 STONE 42"MIN �• " " 6" GATE • " • VALVE r ... X a,. ,Lf • 4 TEE 2500 P.S.I. CONCRETE J' + • p •� ;�• : six BASE AND THRUST ` K' sr :�• t;."y "°` ', 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. N OTE 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 4" DIAMETER BRANCH AND VALVE -- ., N.T.S. FIG. W 4 TD-8 VARIES VALVE BOX k VARIES .J. PLUG WATER MAIN---/ \--•RESTRAINED JOINT FITTINGS i I ON --'LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP j LUBRICATE ALL THREADS THRUST BLOCK U' METER BOX (SEE FIG. W-7) VALVE a �---, NO. 57 STONE M.J. FITTING '`- -- 2" PIPE SLOPED TO DRAIN IF -- -VARIES GRADE ALLOWS b VARIES : ti 2" BRASS PIPE .• ,. WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") i TYPICAL BLOW ---OFF ASSEMBLY NTS FIG, W-•8 d TD-19 44' MIN. 60" 36" ^� d ;4 d:. - - - 17.5"- d 37" MIN, e WiNGNUT LOCKING ASSEMBLY BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W-7C TD-16 - FOR BENDS 8" & SMALLER USE. STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. FOR BENDS 10" THROUGH 12„ USE 2 STRAPS ON BENDS ADJACENT TO BELLS. -- FOR 18" BEND USE 3 STRAPS AS SHOWN. /. USE BRACING STRAI ON ALL PIPE SIZES rD 6., I B CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. SEND PIPE SIZE A B C Q E F 4" -- 6' I'-W 2'-3 2*-6' V -2 2' -W 1 1/4" 11 1/4' W 2'-3 S--0' 2'-6' V-6 V--6' 1 Ile 10' 2'--9 T -9" 2'-6" 2'--0' 3'-0' 2" 12' T-0 4'-•3' 3'-0" 2'-3" 3'--6' 2' 18' 3'-&" 5'-6' T-3. 3'-0' 4'.-B 2 1/2" 4" - 6" 21•-6" 3'-0 2'-6' 1' 22 1/2' 8' 3'-0 4'-3' 2'-6" 2'-6' 3`--3" z" 10" 3`-3" W-0' 3'-0" 2'-9' 3'-9' 2' 12' S-9' W-3 3'-0 V-6" V-3 2' 18" W-a 7'-6 T-3" 4'-0' W-»8' 2 1/2' 45' 4' - 6' N-0" 6' -0 3'-0" 3'- 3 3'-3" 2 1/4" 8' Y-6" 6'•-6 3`-0' S-$" T-9' 2 1/4' 10" 4'-6" 7'-6 3'•-0' 4'-3" W-0 2 1 4' 12' W -3 9'-0 3'-3" 5'--0 W -•9" 2 1/2' 18" 6'-6 11'-0 3'-9" W--0 7-,3*12 1/2" CHART FOR UPPER VERTICAL BLOCKING IfLATE WASHER 3" THREAD N f- 1 NOMINAL INSIDE '� 3 4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE 4 BARS 0 12- PIPE SEL ON CENTER Fq 12 BENDS & CONCRETE CLASS "B" LARGER C SECTION NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BUCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A TD-4 Top View a` a , 6" MINIMUM 4' MINIMUM 4" MINIMUM 4• 4. • Q .Q NOTE: RESTRAINED JOINT FITTINGS. SIde View --- __ - 42" Minimum Q ......r . •� 4 , Cer$€1lcatisxl of 957', compaction required A, Galvanized Steal Beam, ' W12 x 14 (min. sire) .4 3' min. penetration into undisturbed 4.5' sail , or as approved by the v ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W 36 TD-5 UNDISTURBED EARTH 2 - 3/4" DIA ALL -THREAD ROD%__�._._.. __is VALVE 24"MIN UNDISTURBED EARTH JL•/ I 18' MIN UNDISTURBED E ASTM A36 AND HEX NUT ASTM A586 (TYP) UNDISTURBED SOIL (TYP) r-WATER MAIN PLAN -CLASS A-3 CONCRETE s I MOTE: 1, ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2, CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-•30 TD-6 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC, SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES WATER SEWER LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.3 EASEMENT WIDTHS WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH Dl 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 I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER --CUT CONDITION UNSTABL SOIL-,, INITIAL BACKFILL 4JM1 MIN MIN. #68 STONE ILAR FILL AS ?OVER BY ACSA 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 TD--2 FOR ALL BENDS SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET} CLI,YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6„ 45 2,00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0.10 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8„ 45 22 1/2 2,66 1.66 2.66 2.16 2.77 2.69 0.26 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 183 3.42 0.83 10" & 12" 45 3.33 3.58 2.9a O.tt3 3.83 4.00 2.83 0.52 22 1/2 2.33 2,56 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, DEAR 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 8E RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. NTS FIG, W-3 i� Bryan D. Cichocki Lie. No. 63741 °� �~ Ceti SSIONAL cV M N O U W rn N (n � 0N W E W I.-- W Q ro O Q L~L (n r1 W u. - uio o� z❑ z W aJU0000 Z ~a J - Ili cn O `t Uj H � p (II (D LU H O � zM c ❑ �QALL ❑ ��O (n x V Q n O o❑# c� H 0Q� 4 w 1 O Ilzz w �� W�o F- `l U(D W vi 1_ O UU = Q~ (D p Z _ 2 H p M W N W C) LU 2 <C U ❑ r+ z CD O Ij DATE H > 0111112023 O DRAWN BY K. ROESER DESIGNED BY • K. ROESER CHECKED BY B. CICHOCKI SSCALE N.A. N 06 (n U O> ��w � m o QQ0s ° w � ° z 0 0 JOB NO. 47118 SHEET NO. ZIP- C1.3 0 a� U c L a� 0 0 0 >z Q a 0 a (D V) a� 0 is a c ca 1= c� CL c `o 0 0 c L- w E Y a N N_ co N O N C(O C O 'O O Q "O J f- W W O O L E 2. PLAN REDUCTION (SDP202000048) FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. B an D. Cichoeld ry Lie. No. 63741 $Sr ONALC� N M E O O ,-1 W (4 U ow ON E w o ~ U a C� Q� ��w u. �o Z Z ¢JUoMo Z ww l—a Q w w (� O � V 4 < w Epp o a 0 w LL O C Lf)cl) w O Q cLL .ij N W � 0 M ce n z Z CL d w C)� �00 t- Q U C3 w ui � Z H O OU F- S Q H Q M N w O N < O DATE 0111112023 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. N od V) I v u 0 mQo wQ 'moJ Q J =�w o m ou oLL 0 0 Z) (f) JOB NO. 47118 SHEET NO. CIA 0 W W 75 a- N N_ cM N 0 N r C O _0 0 W 0 W z 0 U U 0 O L 0 _Q N r r ¢I R l O O O W C6 T ti m U) L_ A CRrMHA • FLOW IItIFORMATiON WAS OBTAINIED FROM A FLOW TEST PF-R`ORMED I3Y THP_ ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) ON 12/19/2019. THE FLOW TEST NODE IS THE EXISTING HYDRANT LOCATED ON THE EXISTING 12 INCH WATERLINE APPROXIMATELY 350 ET NORTHEAST OF THE INTERSECTION OF OLD LYNCHBURG ROAD AND HICKORY STREET. THE AVAILABLE FLOW CURVE IS SHOWN ON THIS SHEET. SYSTEM FLOW IS REPRESENTED AT H-1 IN THE INCLUDED WATER MODEL LAYOUT. ► THIS WATER MODEL WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FL04tI1I BASED ON THE INCLUDED WATER MODEL LAYOUT AND FLOW DEMAND CRITERIA, ALL WATERLINES WERE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF 120 THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. THE PROPOSED 'SYSTEM WAS EVALUATED BASED ON MAINTAINING A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR ALL FIRE SCENARIOS; FLOW DEMAND CREERIA AVERAGE DAILY DEMANDS: +« RESIDENTIAL UNITS: *ss FLOW FACTOR z: 270 GPD / UNIT **# DURATION a 24 HOURS •** AVERAGE DAILY DEMAND = 0.19 GPM I UNIT AVERAGE DAILY DEMANDS PER. BLOCK *« BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT to BLOCK 3: • RESIDENTIAL UNITS = 22 too AVERAGE DAILY DEMAND = 4.13 GPM AT Jw11 ,.. BLOCK4: s** RESIDENTIAL UNITS =10 *s* AVERAGE DAILY DEMAND := 1.88 GPM AT J-12 *s BLOCK 5., +� RESIDENTIAL UNITS = 71 • AVERAGE.. DAILY DEMAND =13.31 GPM AT J-17 fM BLOCK 6LOCa RESIDENTIAL UNIT w�! AVERAGE DAILY DEMAND -- 1,13 GPM MATJ-11 *M LVt.+'K gyp �•',p-� ry B'I too RESIDENTIAL UNITS = 6 too AVERAGE DAILY DEMAND = 1.13 GPM AT J-14 ** BLOCK 8: �•+RESIDENTIAL UNITS m 5 •+� AVERAGE. DAILY DEMAND = 0.94 GPM AT J-8 to BLOCKS 9-11 : MIDRISE APARTMENTS = 69 UNITS ++ FLOW FACTOR = 270 GPD / UNIT +wwss TOTAL DEMAND - 1 O N 8,630 GPD too* DURATION = 24 HOURS 0*:** AVERAGE DAILY DEMAND = 12.4 GPM 000 TOWNHOMES = 32 UNITS s*•s FLOW FACTOR = 270 GPD / UNIT 00*0 TOTAL DEMAND = 8,640 GPD *&** DURATION = 24 HOURS 0*0o AVERAGE DAILY DEMAND = 6.00 GPM *+0 STUDIO APARTMENTS = 32 UNITS **s*p FLOW FACTOR = 270 GPD I UNIT *0#0 TOTAL .DEMAND m 8,540 GPD 0#04 DURATION = 24 HOURS 0#00 AVERAGE DAILY DEMAND = 6,00 GPM *s• BREEZEWAY UNITS _ 116 UNITS 0000 FLOW FACTOR 270 GPD / UNIT 0**10 TOTAL DEMAND = 31,320 GPD *•* DURATION = 24 HOURS *•• AVERAGE DAILY DEMAND = 21,75 GPM ****s AVERAGE DAILY DEMANDS FOR MIDRISE APARTMENTS, TOWNHOMES, STUDIO APARTMENTS AND BREEZEWAY UNITS WERE COMBINED (46.69 GPM) AND SPLIT EV ENLY (15.56 GPM EACH BETWEEN JUNCTIONS J-5, J-6 AND J-7 00 BLOCK 12: ss* ONE BEDROOM RESIDENTIAL UNITS y 15 0000 FLOW FACTOR = 270 GPD / UNIT so** TOTAL DEMAND = 4,050 GPD *�► DURATION = 24 HOURS **s+ AVERAGE GAILY DEMAND = 2.81 GPM AT J'-2 ► TWO BEDROOM RESIDENTIAL. UNITS = 65 s.•s FLOW FACTOR = 270 GPD / UNIT TOTAL DEMAND = 17,550 GPD ssr* DURATION » 24 HOURS «+►+• AVERAGE. DAILY DEMAND = 12.19 GPM AT aJ-2 too COMMERCIAL KITCHEN = 5,000 SF **•* FLOW FACTOR = 1 GPD / SF iisss TOTAL DEMAND = 5,000 GPI:? 0 *4 DURATION =12 HOURS .+s. AVERAGE DAILY DEMAND = 6.94 GPM AT J-2 s*r RETAIL SPACE = 5,000 SF ss** FLOW FACTOR, = 250 GPD / 1,000 SF so** TOTAL.. DEMAND = 1,250 GIRD ss•* DURATION = 12 HOURS rss+t AVERAGE DAILY DEMAND = 1,74 GPM AT J-2 of* PHA. LEASING AND COMMUNITY 'SPACE = 3,200 SF ins*• FLOW FACTOR = 175 GPD / 1,000 SF 0000 TOTAL DEMAND = 560 GPD **#* DURATION = 8 HOURS ***s AVERAGE DAILY DEMAND = 1.17 GPM AT J-2 to FUTURE RESIDENTIAL UNITS ,** UNITS = 250 ee* AVERAGE DAILY DEMAND = 46,88 GPM AT J-3 *00 UNITS = 250 *s* :AVERAGE DAILY DEMAND = 46.88 GPM AT J-15 • MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1,75 * PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2,.75 0 ISO DEMAND = 2,500 GPM •• 1,250 GPM EACH AT H-2 AND H®3 CONCLUSION • BASED ON THE INFORMATION PROVIDED, THE PROPOSED SYSTEM IS ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC SCENARIOS. • AN AVAILABLE FIRE FLOI{`u' TABLE WAS PROVIDED FOR. REVIEW BY THE AUTHORITY HAVING JURISDICTION, THE FLOW WAS CALCULATED FROM EACH HYDRANT, FLOWED NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND WHILE MAINTAINING A MINIMUM SYSTEM RESIDUAL PRESSURE LIMIT OF 20 PSI. • PRESSURES IN THE SYSTEM EXCEED 80 PSI. PRESSURE REDUCING VALVES MAY BE REQUIRED PER COUNTY STANDARDS AND PLUMBING CODE REQUIREMENTS, * THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE TO RANGE A CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE PRESSURES AND FLOWS WILL BE EXACTING. IT IS ,ASSUMED THIN THE OFF -'SITE WATER SYSTEM HAS ADEQUATE OPERATIONAL AND PERMIT CAPACITY. RESIDUAL PRESSURE RESULT(PSI) AVAILABLE 4ILABLE FLOW CURVE Instantaneous Flow Test Curare for the Eire Hydrant LocatedApproximately M I✓`'f` Northeast of the Inter,"otion of Old Lynchhurq Fined and Hickory Str t r s 4 Test Data 19/20 3 Test ime.10,, I a�m 1 _n 3 -. s Static Ptessumr 62 PSI 3 itesiduar pressure; 51 PSI 1 I Merved flow, r 13 GPM1 Note-- Flow test mmlu were provided I . ............. ........:...,:.� w,.w...w.,.w... wwwwww www..ww.:...-.�...-.. :. ...w w.�ww.......__..............,.....,,.,..,.....,.....:..,,...::.:..,,...,.. ?y p,.....,.. Aik!atiiarle Crz€►i�tyree Axitist ity, ...,... I a a x £ £ J c x I I J. I `E I £ E 3 3 3 £ 3p 3 ' I —Obtefved Flow -Pmjected Flow t 1 20 ..14 DISCLAIMER; } The flow test. results are based uponinfnrert�€t9dn r Sabered at the time the test was ped o m d. 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HAR ,f EY r�S CHECKEDBY 3 TRI KcLAf Y7.J . {.ttA SCALE F . { r ,k Ln Uj IA�19F �c .ma�ayy I� .Y LLJ S oz L� I� '0 LL 0 0 r� U E0 c ca a. W 01 LU � cra 4 t m JOB I'd0. �n 40919 u� SHEET NO. .2 C9. . m E O N Ov N > E �E LU — 2 = F. W (>n o U. 0 — L � 0 (M J U 00 — Ui M U W CD 0 {/? Q Q � U j Q Ul O N a A GO J lD F- ce 0 O W w H 2 U Q O /H V 1—i O O 1 N I� `r 01 11 2023 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. N dS U O>LLJ Q mQo ,W mo J a J O � LL W Qv o � 0 0 0 V) JOB NO. 47118 SHEET NO. C1.5 0 W U .c: Li a) W 0 O 0 Q. Q a 0 m U) a� .n 0 rn CID >CL 0 a? 0 s Z) 70 O � O U, Tz N Q O C T � E O -O C O N �N a0 0= 0 z 0 CL x F 0 4 - o 0 w o C Q. rn cu N U c N O O U a..r L N (d 0 � U � L I_ U � O a �? 0 .9 (2 U� O rn o cn cn+' U L �U) �o O U O �E 0 0� E 0- 04 ce) IN C) N (0 0 -a :8 0 n Cn _j Uj 0 Uj I- 0 z (D C\1 < r 0 0 3: =3 0 0) C6 C0 C) T7 1U 9$� IS- 41' 1�w 13'- 4' . ........... li A 1_8 121 L Alfi'ON (FRONT FACING HICKORY STREED ri, BL**CK I I NORTH EL 2.0-111 ""' = "' 49'-,4!' iS - *1 16- W J34.41 i� -0 6 F -B _E AR_ I N_ (' PHGT BLOCK I 524'�7�6 515'-,;A 3/4 umm IT- 4" 181-811 131 � 4-1 181-111, 10'- 4!' 20$ � 61 IMMEWEERMIERMI WWREMBEWIMU 1 E 0 W-811 1 T - 4' 1 at � 80 14'- 0" 341- 8" 9, - 111-61 26'- S' ,66F Bb�RING HGTBLOCK 11 WATER CONNECTION 361-01, RTH FLOOR MIBLOCK 11 1 :'A It M5 3/4 Ems'' $1 0010 MOM - IN u I agmr— "WIN 10 'j. il 1 0 r A bw R C H I T E C T 2 fourth'straw. ne charlotte3ville Arginia 22902 . . . . . . . . . . . . 43,44971 �7160 PHA 9 Southwood Southwood Apartments Hickory Street Charlottesville, VA 22902 FOR Piedmont Housing Alliance 85% PERMIT PRICING 17 21� R1 gn n-g V ma WR -,I _Aff p MR ge �gof hV gs= -g-og"i-ai- ma q, g 0 g g Z= ot ON 3M Lim" M-N ME Z % 'R 26- 11 ON, N., L 2171.1 -LIVIN�G ROOM 0 50 pffil 'a JOB NUMBER 19048 R-12 Z 01 DATE 10/ 14/2 1 arg Ogg- N IF, DRAWN BY WM, KH, MH, GH "pig _4 g X; 111%1-111t-Lu� APt1k'*,VE1 6Y KK ........... ...... ............. --- ------- 8 V/0 ..... . WAR 5 PER"IT MW low KIM 11"M ....... .. .. .. .. .. .. .. M .......... < ;o2i: ................. Lu ............ . C%4 MOP "I . . .............. V g bU4'- b" ;A gw., Tx wt. wlij!;� &.......... B2": ... ..... EAVA910111ME41911V w— . . .... ....... . _J .... .......... i IN .......... ............ ......... . ......... . ........... .............. . . ...... ..... . _;1 . . ........ ...... . ........ ........... .. ......... . ......... . . ....... ........ .. ..... ......... . � ............. f . ........ 3 BLOCK 11 EAST t 0 1 1/84, = V4, �A2,0-1 1) '1811 SECOND FLOOR BLOCK 11 4" _� "L 9-2 —6" FIRST FLOOR BLOCK 11 KI 46_1'-�7e 114 J SOUTHWOOD APARTMENTS BUILDING 1 SCALE: 111=10' BUILDING HEIGHT: 37.6-FT (MEASURED FROM THE FRONT CENTER) NEIGHBORHOOD CENTER SPECIAL AREA MAX. ALLOWABLE HEIGHT (WITHOUT STEPBACKS): 45'-FT B D. Cichoeld �4 U Lie. No. 53741 A Y16 L AAA, E C> 0 LU O's IN U I C:) LU CN 0 0 E Q LU a)- E LU 0 LU 3: M U Qj 3: C) --, -,-4 U) tj 3: U) T-i LU U. 2 1 [-- -, U) Ld 0 �6 r,- , -::;p " Z 0� U, = M M W 0 < _j U 00 2: a- CL LU 0 =) C) ce Q C) U UJ C:) 0 N C) V U < 3: 0 U) F-4 =) Uj 2: C) cj� 9 ad e LL C� z 0 0 4 n "t LU LL V) c: rj 0- W tD 0 Lq — Lr) U) < r'-4 > C) LL W 4 Uj 0 2 ly- GO —1 Uj C) LU Uj 1--A 0 r) U (D W Ui 0 0 U X: < (D 0 > W > W 0 LLj r T-i U 0 0 I`__4 U) DATE 0111112023 0 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. 06 V) U 0 0 < Z .j Uj _j CIO ry LU U_ U) Z 0 0 U > 0 W (D z D 0 V) JOB NO. 47118 SHEET NO. C1.6 L -1 0 ry E N C) CN (0 0 W 0 z < :E IL -0 0 0 0 W U) L CY) It C14 C14 0 N I-- 0 0 16 24 32 r'��BLOCK 1.2 - A- SOUTH ELEVATION (FRONT FACING HICKORY STREET. \A2.0-12/ '18" = 1'-1" [ROOF BEARING ' '3 HGT BLOCK �I�A 525- 0 118 THIRD FLOOR BLOCK 12 hour FIRE WALL. 608 sf 14 sf openings 9% of orea is opening SECOND FLOOR BLOCK 1 12 505 0�—� I" DEEP RECESS FIRST FLOOR BLOCK 12 — — —# 4-� 493 -0 BLOCK 12 - A -WEST 7 1' - 0" ELEVATION GENERALNOTES: 1. ALL BRICK WALLS AT ROOF TO HAVE ROWLOCK BRfCK U.N.O. 2. ALL EXTERIOR WALLS TO BE MODULAR 3-5/6'BRICK U.N.O. 3. CANOPIES IN ELEVATIONS ARE EITHER CLOTH ON METAL FRAME OR METAL IROOF BEARING' -A- , 1 —11 HQT BLOCK 12 1� 5251- 0 1/81, THIRD FLOOR BLOCK 12 5 15' - 1 IP3-14�� SECOND FLOOR BLOCK. 1,2_�� FIRST FLOOR BLOCK 12 — — 4-9 —10�� ii-ols BLOCK 12 A EAST ('2 1 �,2. 0 -,I� 3 2 �A4-3-12 191-81, 201- 8!1 19-91 .221 - 0" 101-01, 27- 0" 19-91 22' - YA 10, - U, 22' - 0" 11'- 4" 12'- 6' 81 *1 271-011 ................ ............ . . . . . . . . . . ........ . . . . . . . . ,,;,.5, . . . . . . . . . . E, k -R� .01 W 14 wx f—L. g-i! R............ . ....... ... 4 If VI. N S g -35 ;;X ........... ::�-!X Y, g, R, Eli 7. 1,4-Z5 WMN _F fa § zq gy A a, qp f g, 1 gj 4tai- If % "Ait L 2 � ri � gig, 1, , "I' a V, MMINN, I ap p Le .......... -qg RKill- aft"r, `2 T-4f Y-W 6 -41 S- W 21-4v F-4' e-v 41 s-c? V41 BLOCK a 1111.2 N" - 0" R TH'. �A2.0-12/ 118" = V-w 1=1 EARING, -OCK 12 i, - 0 118" FLOOR OCK 12 - fO 314" FLOOR OCK 12 �ANOFY 'AL FMME FLOOR OCK 12 �93�---611 12 —BI.O.CK =C 11OCK FLOOR 12 C> FIFZ,91'FLO.(.)R BLOCK 12 'AO'll — nit 01.00,01 R C H I T E. C T S 112. tburth sireal ne charlottesville Ykginia 221>02 424.971 �7160 PHA 9 Southwood Southwood Apartments Hickory Street Charlottesville, VA 22902 M Piedmont Housing Alliance 85% PERMIT PRICING 0 'S N JOB NUMBER 19048 DATE 10/14/21 DRAWN BY WM,, KH, MH, GH APPROVED BY WM, KK 2020 @ brwarchitects, p.c. A290=12 BUILDING ELEVATIONS - A SOUTHWOOD APARTMENTS BUILDING 2 SCALE: 111-101 BUILDING HEIGHT: 37.6-FT NEIGHBORHOOD CENTER SPECIAL AREA MAX. ALLOWABLE HEIGHT (WITHOUT STEPBACKS): 45-FT B n D, Cichocki Lie. No. 53741 Y�6 ONAL E CD 0 W M C) W N 01 Uj 4-j W I-0 LU 3r < r,-) C) --, ,-] V) U) T-1 W LL. I- -, V) LL, 0 r", 7 L-j ;7 Q� LU rq W W 0 < -1 U 00 CL _j LLJ Lfi 0 C) 11� U W > S U) rj 0,-4 Q9 Uj -j _j x U < 3: 0 j) (f) i W Z C) W IV, 14 0) 0 0 =) Itt W U- V) M C N W 4V 0 C) T--i > 0 *� < < 2: C Ln C:) C) al > C) U- W T--1 0 C) rq It W 00 -j C) LU W U) C) I-- x F— LL1 k--f r U 0 ZD 0 0 :rL :rL LU 0 T-i 0 DATE 0111112023 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. 06 0 0 1 V) co C1.4 U-1 Uj < U- Z 0 0 < > 0 ui I 0 Uj (D z Go 0 V) JOB NO. 47118 SHEET NO. C1. 7 0 C: Z3 n a; U) D 0 a) 0 12 (n 0 CL =3 0 0 Vj EL 0 7) Q 0 tj N U) 3: z 0 CL x 4- 0 -e (1) 0 CL 0- .> 7C) X 0 T 0 0 E 0 0 .52 0 0 CL E v O ry E Y d N (�I co N Q cV C O .O N O W 06 Q) W F- O z 0 U 0 U a� 0 N IL 0 O O 0) C6 r 0 h>n.a m LO c M # a. . ca z 0 0 �I €L 0 0 a 8 16 24 32 BLOCK 1 - B - WEST 1/84 " 1'-4" 1 "I y .411 101 'y 91 ram, 261 - Or, BLOCK 12 t i21� - 3 314 - BEARING • BLOCK 12 525. - Q 113 ;,'D FLOOR BLOCK 12 a 10 314 }N METAL FRWE ID FLOOR BLOCK 12 ST FLOOR BLOCKS 12 493' - 011 IA'- At^ ps T /9" At jtt _. •. 51 :Yt ... •.,I . .k .. 4 t t f s - �r_,.: { Y ..{ F<,.x..< :miY<t:`V.k<Y .. : :5 Sf�}jtr. E fF ! }. : }r.. t.5. rt {. .5 Lt. t{4p' C { y �' FSy .k{. 4. f. y4}.4. k . 1 X. fY, ,.i.., ,, t. ,}.{...,'s..,,xt.!(L„f }. {. .f. ti S .... :.,4 5.,.1 14rt,x f St f.•..r.r9wx:.,cwr:4}:4.f�f,.,>,5:Y".x�tX';,<.:r:r:.:< :i. .4 kit.. 4-<r,..4 t'4. 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Us 10, ^ U, 224 w 0" W, ^ s••stt y r21 w 8" 1 q r ^ " 2 2 r - fntxs F 01 - Y, 22' - ryts 381 - 1, c� _ ROOF BLOCK 12 526' - 3 3r4" ROOF BEARING HGT BLOCK 12 525, - 0 118" THIRD FLOOR BLOCK 12 - 515,--'I0314 SECOND FLOOR BLOCK 12 5a5° wr, FIRST FLOOR _ BLOCK 12 493, - ERAL NOTES: I , ALL BRICK WALLS AT ROOF TO HAVE ROWL CK BRICK U.N.O. 2, ALL EXTERIOR WALLS TO BE MODULAR 3-5/$a' BRICK U.N.0, 3, CANOPIES IN ELEVATIONS ARE EITHER CLOTH ON METAL FRAME CAR METAL EAtRING' 4 tI - {I 11 7 FLOOR LOCK 12 a �,.< 0 11 / If "� Q 3/3/ 4 FLOOR LOCK 12 A !A t' FLOOR IT 'f 2 FROOF BEARING HOT BLOCK 1.2 251- 0 118"' THIRD FLOOR BLOCK 12 5 15' - 10 3/4" SECOND FLOOR BLOCK 12 5 0 51 M FIRST FLOOR BLOCK 12__ 4931-Olt Y a�aa R C H I T E C T; €12-Fourth streat rye Charlottesville virgins f 22902 434,911.7160 6rvr-orchitedsxom PEA 9 SAU1'itW04Ci Southwood Apartments Hickory Street Charlottesville, VA 22902 M Piedmont Reusing Alliance 85% PERMIT PRICING �y GQ JOB NUMBER 19046 DATE 10/14/21 DRAWN BY WM, KH, Mti, GH APPROVED BY WM, KK 2420 @ brwarchitects, p.0, REVISIONS A291 ml 2 BUILDING SOUTHWOOD APARTMENTS BUILDING 3 SCALE: 1 "=10' BUILDING HEIGHT: 37.6-FT BLOCK 11-12 MAX. 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ROESER CHECKED BY 0.41 B. CICHOCKI 0 SCALE 0 1 If =100' 0 9 0 (N T__1 06 T__1 T--i U) �z z u < j 0 < a- ;> , Lu (D Im I z 0� _A� 2: U) I LLI < ED _j m < < u- 0- u _j 2: r -, - L:L z D 09 0 U Lij > 0 0 0 3: = �__ D 0 W I JOB NO. 47118 p 1)71 SHEET NO. f.. Ak ,;6 06 . C2.2 m ry 1= Y a N CV N 0 N 1 0 a 0 a rn 0 06 z 0 U) 06 w a U 0 U) 0 0 N Q� a I O 0 0 O 0 Ob M EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CONSTRUCTION OF A RESIDENTIAL COMMUNITY, PARKING LOTS AND ASSOCIATED SITE WORK,UTILITIES & LANDSCAPING. LIMITS OF CLEARING AND GRADING 4.16 ACRES. ADJACENT PROPERTY THE PROPERTY IS BOUNDED BY A ROUTE 631 ON THE NORTH AND WEST, A RESIDENTIAL COMMUNITY ON THE SOUTH, AND HORIZON ROAD AND A MOBILE HOME PARK ON THE EAST. EXISTING SITE CONDITIONS THE EXISTING SITE IS MOSTLY WOODED. OFF -SITE AREAS NO OFFSITE AREAS WILL BE DISTURBED. ANY OFF -SITE LAND -DISTURBING ACTIVITY ASSOCIATED WITH THE PROJECT SHALL HAVE AN APPROVED ESC PLAN. CRITICAL EROSION AREAS EARLY ESTABLISHMENT AND PROPER MAINTENANCE OF PERIMETER CONTROLS WILL PROVIDE SEDIMENTATION CONTROL. ALL SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH BLANKET MATTING. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION, STORMWATER RUNOFF CONSIDERATIONS A PORTION OF THE PROPOSED DEVELOPMENT WILL BE CONVEYED TO ONE STORMTECH ARCH DETENTION PIPE WITH ISOLATOR ROW AND ONE DETENTION PIPE WITH A CONTECH JELLYFISH FILTER STRUCTURE. THESE FACILITIES HAVE BEEN DESIGNED TO MEET STORMWATER QUALITY REQUIREMENTS. ALL OTHER AREAS WILL SHEET FLOW INTO THE SURROUNDING VEGETATED AREAS. ALL EROSION'AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMP - ORARY CONSTRUCTION ENTRANCE 3.02 A TEMPORARY CONSTRUCTION 0 ENTRANCE SHALL S A L BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AM OUNT OF MUD TRANSPORTED RAN PORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLE R RUNOFF. S 0 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED, ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS EP M NT OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED N PLANS. 0ITS PURPOSE IS TO PREVENT SEDIME NT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. D DIVERSION IKE - 3.09 3.1 1& 3.12 A TEMPORARY D R RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 5.1. MAN 0 SEDIMENT - I MAINTENANCE F IMENT TRAP INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE N RE IT IS STRUCTUR ALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6. TEMPORARY SEDIMENT BASIN - 3.14 A TEMPORARY DAM WITH A CONTROLLED STORMWATER RELEASE STRUCTURE IS TO BE USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. 5.1. MAINTENANCE OF SEDIMENT BASIN - INSPECT BASIN EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE BASIN SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6. OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT THE OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS. 7. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 14 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION 0 MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING, SEQUENCE OF INSTALLATION PHASE IA (SEE SHEET C3.02) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT ALBEMARLE COUNTY COMMUNITY DEVELOPMENT BUILDING. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SUPER SILT FENCE AND OTHER PERIMETER MEASURES. 3. CLEAR AND GRADE SEDIMENT TRAPS. INSTALL DIVERSION DIKES, CLEAN WATER DIVERSIONS & INLET PROTECTION. 4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 5. SEED ALL DENUDED AREAS PER VESCH STANDARDS., PHASE IB (SEE SHEET C3.03) 1. ONCE ROUGH SITE GRADING HAS BEGUN, INSTALL PIPES AND INLETS PER PHASE 113. SEE GRADING AND DRAINAGE PLAN FOR PIPE AND INLET INFORMATION. 2. APPLY INLET PROTECTION TO NEWLY INSTALLED INLETS. 3. SEDIMENT TRAPS SHALL REMAIN IN PLACE UNTIL SITE RUNOFF CAN BE CONTAINED THROUGH INLET PROTECTION AND SILT FENCE. SEDIMENT TRAPS SHALL NOT BE REMOVED UNTIL THE ESC INSPECTOR HAS INSPECTED THE SITE AND APPROVED THEIR REMOVAL. PHASE II (SEE SHEET C3.04) 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. ONCE THE SITE UPHILL FROM A SEDIMENT TRAP OR BASIN HAS BEEN STABILIZED AND APPROVED BY ESC INSPECTOR, REMOVE THE SEDIMENT TRAP OR BASIN. 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED, MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFOR E NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LININ G SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST TE T EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WAT ERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. OV ED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS- 19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE - OF STORMWATER RU NOFF FOR THE STATED S FREQUENCY STORM F 24 D Q 0 0 HOUR ORATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 27C - ELIOAK LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B e (E) SEDIMENT TRAP 1 No Scale Seth ent 'rap *,dE elevalrol '�t€�'s ........ ....area t§r�� vQt�Irra��cyla.............. ......... _ ��' , 472: 23 3 4731 69�i£ _ 2 2.6 ra��. � �� r, .;y 4F. LEI V L 47411 8.931 29 41 , „ r ., .... w.,. 4'75:1 1113, 37.1; x ..: 47635, 45 7 1 warTi s �. �" .............. ............. „ ........ F ..:....., ..... ........:.., 1.............................., ......,..:.:,------ -.:.:....... 1 477; 16�2; .................. ..'.............,: 3 55,'l y ;. :.•'" '.' �� :..�fuh'4�4Y pMt:GM •. �. ��: } 190 0; .._, Imo. Wet Mora e , suet story le r ured i7. '" 'I 85- be stopni_eµ w.eeif (ft)} r �.. 1 :.. i 3 .._ ........,. ....._ ...,.._._."4._..7,.5,0 _. ... ..............--, su:tto1corf tetse>oi_.t.._d toorse o gre ate shll be. VQOT ,3, #357of#5Y.......:....... ......,.athe .... tol I woa esides 21t __._ .._ .. I f {pip{ p L : {� ByI�A : E } [weir It.e I� At ,(Y g (}( � 7.7. 4. dry storage,: bottom of trap el'evatten () I 472 __ _....: _..... 7D.ldMor __._.._...._......_ r .....:............._................_... ..... _..........._._.... bottomtrap dlmerS ens _.. _.._:....................... .......... ._...._.. L _26'X22' Brest, of'stone :well- I 3 77 0 top ofi dam elevation (ft) P I 478 0 ::.. ..:..:.:................._ ..:.:., . ,...... _ ....... d story{� e ra ded t. this ele:�ratl ;[/c;iy{. £ _ 1:00.91 ...:__.:. ......:. ; _, to[�_ ,wldfih of dam ftlj = ,. ,..,. ...... ..... .......... 4. :. ........:.... ,.. .. ....... .. :...:.. ..:.:. .:.:.:.:. ,..:.. ..... :. slope of dry storage skies 2:1 ....:..,..... ....... ..................... ., ... ........ .... ... ItOp trap dtmens[ons .... ........... ... ....... ,` r E '49'X43�[:: ST2 3.13 SEDIMENT TRAP 2 No Scale FLOW \ �1 EXCAVATED DROP INLET SEDIMENT TRAP \ ` FLOW 51 FLOWe_ SEDIMENT-LADEN RUNOFF Excavated Drab iieedrnenit Tray design. j 3 : 3 E dr na�(..'�fe re acres �:3 0 99. t r voI' es 5 ap tern , (sfij I wldme(g) = 490 G995 i 491 159001 424.0. 492 25765 ...:.....::.:....H....:.. _._... 771.0' ,,:.: .._......... _ .. ......, ....*.. ,....i................................... ...._........,..,........ ....... ............. ..._._.....,.......... 05.F': .,,._......._.,..........._..,.....,.....,........,.....,.. Storage' Y sfa..egi%...".....................: .............:..:...32 �....d.A_...}rager bottom of excaat4n ��....................., 43a,..7o ....... ............. toy of Inlet elevation 5 I 491.0 storage provided.�(oy) 11.9.5.6 slope of,wet storage sides FL W AS DEPTH BELOW TOP OF REQUIRED INLET MIN. 1'- MAX. 2' MAX. r..r SLOPE 2:1 STORM WATER WITH LARGER PARTICLES REMOVED DRAIN INLET ST3 I P EXCAVATED DROP INLET SEDIMENT TRAP #3 No Scale WEEP HOLES FOR DE - WATERING LARGER PARTICLES SETTLE OUT (ED Bryan A Cichocki Z7' Lie. No. 53741 SSIONAL ECs N M E rn 0 ,-r w N 0 oN 0 N Lu a� w E U (u o ¢ bL -L, U-) ,-, w LL Lu0 0� z" z w ¢ J U a z wQ 0 IL _ a ��JQuj O �p w a(nNN a UOr+cl� U F- Q Cla d- w 0 0 (f) = CCU�► Z a. 0 ,--r HU ¢L0 O o C 13) H o Q rn _ " w 00 0 L_cb IIZZ ow WOE `o ~ v(D 9w i__ ui I- z � z F••i o O= U r / /v^ CC 0 = r > ~ M 0 0 > w N w = Q r_1 ¢ 0 z 0 0 Vj DATE z:) 0111112023 0 r DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY • B. CICHOCKI SCALE N.A. • N I (n JOB NO. 47118 SHEET NO. C3.O 0 U 0 0 V) Cu 0 Q a. a c� 0 V) aD Q 0 cu If ca 0- 0 0 0 a a Z) �0 o 2z 00 Q � 0� a� E 0 1 U r� n z N Da zr- x o:�; �3 O O a, � o •§ 0-CD� c U) M U � a)o O U �N ca 0 U C L 00 E� U � O -� a 0� U 0 U CUW �r_ C o � U Q. o L_ 1 a N N N 0 T O 0 a. 0 z U w CM U U (V N L N al a I 0 O O d' 0 m PIPE OUTLET CONDITIONS COMPACTED SOIL CWD TO HAVE VDOT 70' MIN. 5:1 EXISTING A 3' PAVEMENT STANDARD EC-2 A _ Bryan D. C1ChOCki ' ? MATTING ON UPHILL j i i TM FILTER 6,. M BE A MOUNTABLE RM H Lie. N0. 63741 18" MIN. ; - { SIDE TYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL (STABILIZATION CLOTH (OPTIONAL) F , -- FLOW SHALLOW BLANKET) SLOPE SIDE ELEVATION. I II (IIIIIIIII 1�1 I I (� ll�l F �' I I I) '' L'') 3do do r :- ON SHALLOW SLOPES STRIPS NETTING - PROTECTIVE COVERINGS MAY BE APPLIED EXISTING GROUND 70' MIN• srONAL PIPE OUTLET TO FLAT _ . _. I° ACROSS THE SLOPE. WASHRACK ' 10' MIN. B cV 4 .5' MIN' AREA WITH NO WHERE THERE IS A BERM AT THE BERM (OPTIONAL) o w DD CWD 3.09-1 PLAN VIEW DEFINED CHANNEL TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND 10 - 12' MIN. MIN. PEXISTING AVEMENT - M N c � STEEP E La ANCHOR IT BEHIND THE BERM. SLOPE ON STEEP SLOPES, APPLY PROTECTIVE VDOT #1 COARSE AGGREGATE BE MIN• I POSITIVE F-10 * DRAINAGE TO MUST EXTEND FULL WIDTH OF _ _ �, W > c� O cV �EMPORAIKE Q M TEMPORARY DIVERSION D No Scale COVERING PARALLEL TO THE DIRECTIONSEDIMENT OF FLOW AND ANCHOR SECURELY. INGRESS AND EGRESS OPERATION TRAPPING DEVICE PLAN VIEW Q o o � L w 0 � --i � w I-- to 0 %�- _ - BRING MATERIAL DOWN TO a -A °_ui z 2 Q a 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO Td A LEVEL AREA BEFORE TERMINATING THE 4 _; 12' MIN. ____ . 3° MIN. o N � N z W °� a U uj O TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. SECTION A -A FILTER " " KEY IN 6 -9 ' RECOMMENDED INSTALLATION. TURN THE :. ,. �� 12 3 MIN. - G x¢ U I --Q POSTS. - - ati 6' X CLOTH FOR ENTIRE PERIMETER MLU END UNDER 4" AND STAPLE �� DITCHAT 12 INTERVALS. FILTER CLOTH SECTION A -A � � a; o a = w o z � o w o 0 a III �- r I IN DITCHES APPLY PROTECTIVE COVERING v = ¢ o o O # - ! - II '� PARALLEL TO THE DIRECTION OF FLOW. 6'-7" ~ o rn H o , �` USE CHECK SLOTS AS REQUIRED. AVOID M1 ': '1` r V) `V W LL T' O p 3do (MIN.) ° JOINING MATERIAL IN THE CENTER OF THE•`,. j: ..: - �., '•� ,.. .�� °' � "' � it z z _ _�. �II r I I I -I I A w O FLOW I_ - _ III=111- ' =III-11f.='� DITCH IF AT ALL POSSIBLE. o , ; w o do ~ REINFORCED CONCRETE DRAIN SPACE U PIPE OUTLET TO SECTION B-B 9 WELL DEFINED CHANNEL BM 3.36-1 CE 3 02 O z I- o H 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE PLAN VIEW < THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. THE TRENCH. > SOIL STABILIZATION BLANKET (TREATMENT-1) STONE CONSTRUCTION ENTRANCE _ I-- No Scale No Scale La > H N O TYPICAL VESCH TREATMENT - 1 (SOIL STABILIZATION BLANKET) �- INSTALLATION CRITERIA Iw- FLOW -- ;- IIII v <t z p �- r III-IIIIIII_ I III Td ANCHOR NOTES O O DATE IIII=III- _ illll- Ilmlll�l SECTION A -A SLOT APPROXIMATELY 200 STAPLES REQUIRED --� GRAVEL CURB INLET SEDIMENT FILTER j '-' > FILTER KEY IN 6"-9"; RECOMMENDED PER 100 SQ. YDS. OF MATERIAL ROLL. 1, � 01/11/2023 CLOTH FOR ENTIRE PERIMETER ANCHOR SLOTS, JUNCTION SLOTS & -- o DRAWN BY CHECK SLOTS TO BE BURIED 6" TO 12". `' EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. NOTES: 12" MAX. 4:1 OR FLATTER K. ROESER 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR JUNCTION SLOT 6" MAX. STEEPER THAN 4:1 �-.. DESIGNED BY K. ROESER FILTER FABRIC - =1 I=1 I WIRE-1 I CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. EDGE AND END JOINTS _ CHECK SLOT TO BE SNUGLY ABUTTED I I I I I I I I I I TERMINAL FOLD (JUTE MESH WILL HAVE I I I `'�-•,, �. _ I I -III -I 11- 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 LAP JOINT 2" MIN. (JUTE STAPLED LAP JOINT IN I LIEU OF EDGE JOINT) I I I � CHECKED BY SF 3.05-1 INCHES. I I I I MESH ONLY) TAMP FIRMLY I I I B. CICHOCKI I ANCHOR SLOT 5' MAX. 4:1 OR FLATTER 3'PIZ MAX. STEEPER THAN 4:1 I • SCALE SILT FENCE (WITH WIRE SUPPORT) OP 3.1$-1 I I I N � I o * " RAVEL FILTER 12 RUNOFF WATER GWIRE MESH • N,A. No Scale OUTLET PROTECTION I I I I I I I CHECK SLOT I I I I I I FILTERED ',: _ I I , I .., ;: , • •:P;.:a �' ' • No Scale 111 T01 �" I I I I .�•. , . _ II II I I II�� II II �- -I �� - -I TAMP z FIRMLY CHECK SLOT I I I I I I I I i t _ °° I-�-VAR.--r-VAR.-"-Io.. :.' . :. :: o �• ' p •�•� • . .• .Q• • � I� - �I �-I El El 1:1 0 TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN 2" N O 0 � SEDIMENT ^ _- GUTTER AREA CHECK SLOTS AT MIN. 50' C-C STAPLE FORMED FROM NO.11 STEEL WIRE. INTERVALS; NOT WITH CURB INLET CURB 2 STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST TOTAL LBS. PER ACRE MINIMUM CARE LAWN 8' STAPLE MIN. LENGTH FOR SANDY SOIL. N BLANKETS 6" STAPLE MIN. LENGTH FOR OTHER SOIL. ALL COMBINATION BLANKETS JUNCTION SLOT TAMP FIRMLY TERMINAL FOLD * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. W COMMERCIAL COMMERCIAL OR RESIDENTIAL 200-250 LBS. ---12 "-� TAMP FIRMLY 40 ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL o KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100 /o 4" -� - r- I SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE IMPROVED PERENNIAL RYEGRASS �` 0-10% KENTUCKY BLUEGRASS 0-10% 2" O J2" CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO`y CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND FENCE AS A TREE PROTECTION FENCE. UNPROTECTED AREAS. z TP NO SCALE HIGH -MAINTENANCE LAWN gM 0 IP 3.07- 6 Q 3.38 MINIMUM OF THREE (3) UP TO FIVE (5) APPROVES ST ORUSE IN VIRGINIA. 125 LBS. 3.36-2 (rj �+ U) W TREE PROTECTION, SOIL STABILIZATION BLANKET(TREATMENT-1)STORMWATER INLET PROTECTION No Scale GENERAL SLOPE (3:1 OR LESS) No Scale No Scale U o TABLE 3.31-B KENTUCKY 31 FESCUE 128 LBS. 0 > z ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS RED TOP GRASS 2 LBS. "QUICK REFERENCE FOR ALL REGIONS" SEASONAL NURSE CROP 20 LBS. ERNST CONSERVATION SEEDS w O PLANTING DATES SPECIES RATE (LBS./ACRE) 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) RIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132 SILT FENCE DROP INLET PROTECTION M ) W Q KENTUCKY 31 FESCUE 108 LBS. 2 X 4" WOOD DROP INLET WITH SEPT. 1 - FEB. 15 50150 MIX OF RED TOP GRASS 2 LBS. FRAME GRATE ' z ANNUAL RYEGRASS SEASONAL NURSE CROP �'� 20 LBS. BOTANICAL NAME COMMON NAME � FRAME Q p (LOLIUM MULTI-FLORUM) CROWNVETCH *** 20 LBS. PRICE/LB �_s 1.5' ----� & 50-100 CEREAL (WINTER) RYE 150 LBS. 30.00% FESTUCA RUBRA CREEPING RED FESCUE 1.90 MAX. �- ("� O" �-- (SECALE CEREALE) ' PERENNIAL RYEGRASS WILL GERMINATE FASTER AND AT LOWER SOIL ° 20.00 /o LOLIUM PERENNE, PERENNIAL RYEGRASS, 1.85 'FASTBALL 'FASTBALL �-� _ ,� 3 �. = Z W FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) TEMPERATURES THAN FESCUE, THEREBY PROVIDING COVER AND EROSION RESISTANCE FOR SEEDBED. RGL' RGL' (TURF TYPE) v� MIN. �� GATHERU EXCESS O (a) MAY 1 - AUG. 31 GERMAN MILLET 50 USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES 20.00% PHLEUM PRA TENSE, TIMOTHY, 'CLIMAX' 1.20 'CLIMAX' � �-. AT IJU-t CORNERS O W C, (SETARIA ITALICA) AS STATED BELOW: APRIL THROUGH MAY 15TH ANNUAL RYE PERSPECTIVE VIEWS 0 U)MARCH, TS 3.31 .............................. MAY 16TH THROUGH AUGUST 15TH...............•......... FOXTAIL MILLET AUGUST 16TH THROUGH SEPTEMBER, OCTOBER...... ANNUAL RYE NOVEMBER THROUGH FEBRUARY................................. WINTER RYE 12.00% TRIFOLIUM HYBRIDUM ALSIKE CLOVER 3.25 o 10.00 /o AGROSTIS PERENNANS, AUTUMN BENTGRASS, 14.00 ALBANY PINE BUSH - ALBANY PINE BUSH - STAKE III Q Z < TEMPORARY SEEDING PLANT MATERIALS ** IF FLATPEA IS USED, INCREASE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING NY ECOTYPE NY ECOTYPE o 8.00 /o AGROSTIS ALBA REDTOP 8.00 � FABRIC- IIIII MIN. III - �.o-; z O No Scale WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. ° III - (1) 100 /o MIX PRICE/LB BULK: $3.61 0 -. I , PS 3.32 ~ " SEEDING RATE: 40-60 LB PER ACRE "J_ DETAIL A WOODLAND OPENINGS ELEVATION OF STAKE AND FABRIC ORIENTATION v l W PERMANENT SEEDING MIX FOR PIEDMONT AREA THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR No Scale WOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIX FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE THE MIX WILL NOT. TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. JOB NO. IP 3.07-1 47118 r SLOPE STABILIZATION SEED MIX STORM DRAIN INLET PROTECTION s. 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APARTMENT BUILDINGS 1 & 3 CONCRETE SIDEWALK E SHEET Ll.1 FOR INCLUDE MAIL ROOMS, WHICH IS :)LANTING PLAN IN WHY MAILBOXES AND CLUSTER 4 TRAI.L..BUFFER..-- UNITS ARE NOT INCLUDED AS A HEAVY DUTY CONCRETE G) PART OF THIS PLAN. HEAVY DUTY ASPHALT 41, APPROX LOC "N ENTRANCE FEATURE — -7- ......... GP _UGP ......... LIGHT DUTY ASPHALT GP kai G P UGP Gp UGP .......... . .. ... --...--UGT MILL AND OVERLAY -A RETAINING WALL DN APPROXIMATE LC 5R_0_17��UGP — - - -------- DRAINAGE DITCH REROUTED UNDERGROUNU EMOVE EXISTING UFO Gp UTILITIES (BY OTHERS). SHOWN p OW OFF ASSEMBLY, FOR INFORMATION ONLY. RAINAG TALL 8"x6" REDUC UFO GP 81"X6" CROSS WIT 6" Gp GP E -MICH GV 0 6" FIRE LINE, UFO BL D OFF ASSEMBL HP P I W/ 6"\GV, AND CA W H Gp UF A TAA, FOR 2" COPPE 0 12 LA 0 M�TER VAULT. A L 71.01' DRAINAGE DITCH A ITTI E Gp UPO Os �ER FITTINGS F 18. SSEMBLY. PROPOSED PROPERTY LINE f3p PER BLOCKS 11-12 SDP UFO ACREAGE: 2.63 AC 211 ER — Gp MPSTER UFO RETAINING WALL TRANSFORMER PAD 5f Gp N UFO NCSA 10'MINIMUM FRONT SETBACK SOUTHWOOD APARTMENTS . . . . . . . . . . . . . A. . . . . . . . . . . BUILDING 1 7 UFO (4% LIHTC) NCSA 28'MAXIMUM . . . . . . . . . . . . . . . . . . . . . . �'R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v . . . . . . FRONT SETBACK f ....... .. FIRE LINEW; 6" DIP �,,,v F� N �O R." &xl "MR, . . . . . . . . . . A . ..... Mi,,m. g DOMESTIC LINE'G' 7�- NAA . . . . . . . w. (3) - 7" R SERS IRR 5;"Rlv..�� .......... P , R Ail. 230.34' 4p/ R .... .. .. .. M JF� M APPRO� ENTRAN Gp 'y R ' H R. 81 SOUTHWOOD APARTMENTS 16' g "g 'q 51 BUILDING 2 M."R -H ............. ........ .. (9% LIHTC) "811 Z `ETENT[0N -1-2- 14 NCSA 10'MINIMUM .............. 239.9 FRONT SETBACK 18" -(134 �.HA TYP' 2 Z)) . ... . . . 6 "X4 T E N. IR -L PP FRONT SETBACK NCSA 28'MAXIMUM E ............. ........... ! 'E.` L I 67.2' .. . .......... . . ... . . w, E� VV8 FIRE LINE'F' u R TAININ WALL ........... . FIRE LINEW 0- 6"VV DOMESTIC LINE'B' . . . . . . 62'R/W BEND METER 7r 12' E LINE' VTRANSFORMER FIRE LINE'D' L DOMESTIC LINE'C' 21.3', FIRE LINE'E' L.......... 66.97' SOUTHWOOD APARTMENTS U9 51 BUILDING 3 (9% LIHTC) PARK PACE 6,5 0 SF 18'MAXIMUM FRONT BUILDING SETBACK 'SANITARY F, A CSA EASEMENT 'MINIMUM FRONT BUILDING SETBACK PRIVATE IV ITARY LINE .517 'FH u v 25' 5 STOP AN N,& SIGN (TY V 4. ....... .. .. ..... ..... . .......... ...... .. . .. . ........ . ... . . I .. ..... .............. . .. .. ........ .. .. ....... ---------- .. .. .. .. .. "X8" TEE k25' ROW FOR PUBLIC ROAD ACREAGE: 0.43 AC "NO PARKING" SiGNS (TYP.) B:� D. Cichocki !Z Lie. No. 53741 V6 01VAL CD 0 T-i ui M U C) w CN 0 E 0 rq E uj ui 4-! m 0 3� C) j" 3: U) LL 0 w U. U) u-i 0 7 LU o Cl� Lu w < _j U CR 71 I,- Lu U-) 0 C) ur) Cl U uj 0 T--i M (D uj C) J* _j u < 0 x C) ry z 0 u_j U) 0 F_ Ln < C C) 0 0 LL r,4 > w 0 C) 00 _j F_ 0 C) U-1 W Lj C) U F_ ui 0 0 Q9 C) D 0 > F_ w > u 0 T-1 z 0 0 P-1 U) DATE 0111112023 0 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1 If =20' -DRAIN E DITCH B CZ5 Lr) z %ve 0- U) ui rn c� < u- 06 L:L 0 0 EM70F M7DVV77MARKER WITH "NO PARKING" SIGN —TYPE Ill BARRICADES END OF ROADWAY MARKER WITH "NO PARKING" SIGN JOB NO. 47118 SCALE I"=20' SHEET NO. 2'0 40' 361 �3 C4.1 0 c: (n 0 0 CL =3 CL 0 a (D (n D 0) 0 c: in CL 0 a) 0 0 (D CL U) z 0 0 E c: cn c 0 D D 7 cn 5 cn x 0 CL 0 CL U) cu 4� X c a) -0- E 0 0 r__ (h U) .2 (n 0 6_2 0 !Y Y a M N N O N _ O 2 O d cm z g Q O ry cl d' U U a� w N a QI Q 70 O O 2r L Z 0 cb c� O w p , •a` t, � � �'^- „M., ?.. r � q a vD D V�b ,,_.tail„•L.:,'s.:�,r'^,:�s�x',..:.. �.'�==�"-•,t�::�'"'_`x ""�.�.�•-";''"'' a A St .�,,,•,,,� ,,.�" ,�,...» �,.;��`.+..�• •ro-., ¢ _ \ g � ! r•°4.,y , ,». '�:.�, ff. � p ' y � � assr.,tas� . v P D � D . �� ,,,,•. t _ .. _ ' a v w .,'"`"^-...,�y � t � '� � 9 UD �. 9 �`�.,,i "` "".. ,,, ..... ,.»_ ..,.... ^'- ",,,„,,. , �� •�� p �.;,.��" eza ..ae nmaaas »+ezzrarx -(' '�' �' wL � 3 (�d- � f 4 a � � � '� a v a°a ''. ."`r,, v - } v .... .,". 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C 42.39 V) DATE NOTE LANDSCAPING PLANTS AND TREES ADJACENT TO AND WITHIN THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. - - _[.1 11 f �` M g �n z sza x"'°z ✓ \ a zvP, ,x ar az� v a=v a ss'w - �» e., j I 0111112023 P I = 11 +28.38= �.. �. _ _ __ - �, _. I _ x '4. »,yam. wa+.+°°°y. yr''� ,,,,,. "". "' .._. _,� ._..,. .._.. ,.,,,. .•.,.., ....... ...... ..r. �_..Y .,,�b fl ..". y (� O PT = 11 +49.57 a v' DRAWN BY _ t IN SCALE 1as =20 ! aK. ROESER DESIGNED BY � ` ."z'sxx'°z zr°ss=a.x, ea:.r�tara aaa;:n::s. �'s:rz:'. +.:r,.��a '�'� '•a'�'� � +z»,.r..r as..a..sa azxa.z, s �.� ...•,.••,,,� 0 20 40 ,M K. ROESER .w CHECKED BY HORIZON ROAD - PLAN • LOW POINT STA = 9+82.89 • B. 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K6 ra r- , y, 1 'reaa 1'« `as,•^�,s`. +a;; �, ` ts �>r% 1 b ° 28 AC FUTURE ROW DENSITY ,., � `^•'.... •'.a of ! °", . �✓w`� •A'a a,_ � � � s:ss I ,,Rra,.� i `.. � .•3� b "' "'T3.. `�9 , AQ ��M�"'•... �. �•�., i y � ir,' ri � 3. 3��'� A W'+NkRYO ..w,+� ...,r .,..ru. Y a3..Z3D "� RESERVATION FROM PARCEL I f .,� i �+ t mars � �`-'iy w.,y.,, '••.!'"'�., � � a:`+;sr,� <.rrt'� 3 d a B i `8 •• � �i !�, . , U.it,. � <z° `+:;;.• ,•/ (, ., �•� Yrer=�°' \, r ' :zx;a_ i`'",.. , rarst�a:x' ,f BLOCK LINES TYP. OW PROPOSED WITH �� ... ! .a a. c 'tea . � y ,... I .. f .11 A F A E L 51 A .� r a AC FUTURE ROW DENSITY .a �a+a'.�.. 1��a'�''�'ra'� �`'„'' � a . •,"•,,;•. M1 �"'4�,.,.., •J{Jr`((x y -' ' .� i ! r s1-0.34 !a,zaa;;s;m.�aasaraen' aaa. 4�.. _` ! 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Cichoeld K 2% 7 \-__ ... ... ... .... .... .... (ZAL,,f Ntrr BLe"C' SPACE t3LUur\ U, .. . . .... . . .... ... ... ... ... SCALE 1"=100' 10 WAI 0 rt -3 ri�K T. 160, 200' ...AY GROUND B L 0� C K Ali. AS�' BLOC u TOT,�\,LVWBA,01 IGH-1- . . .... �- ..... K2 (1600 SF) DE 0 E 0 0 r-i LLI MANAGED SEMCrTANCE CN CD w ----------- D RE STEEP SLOPES 11 (4 8 3 MAS 1, A . MVEN-7- RENIAHN 0 WY."' ill ici� , I H I I_ 'Iff /A �\ _BL 0 0 1 (TYPICAL) 0 lul L D E v E 1 0 TOTAL GR�-I-_� 0 6E w SAW� E MQ 42: SEPA' fT Lu 0 uj >) (5 px&) S F) T-i 0 r-i Lu A< YPE 2 b K 0 EL V) ANTRA' Lu Lu 00 C) LLJ 0 0 0 c,: 0 T-1 [r_ 0 Lu 0 0 (7; U U) 0 ------ LU C) . . . ............... 6 LL HOR IZON ROAD Lu Lu LL - --------- U) n 0 C) 0 o 0 . .......... Ln . ................ BLUUK z B TYPE 0 0 0 > 0 LL CN ACTIVE USE w 0 0 SRf_,_-'AM BUFFERI PEDESTRI/ PEDESTI`�IAN RAIL REC. AMENITY (6500 SF) 0 C1 Lu 00 _j UJ CD Lu (1191 F) PEDESTRIAN TRAIL 0 0 FLOOD PLAIN TYPE 2 K LINE -4sSB (281 Ft (44" CONSEF?VA TION AF?E11 ITRILI 3 o__ 0 B L 0 C K' PER SDP202100006 INITIAL SITE PLAN U (D (297 LF 1,1 A D J u S uj APPROVED ON F 0 3/9/2021. PROVIDED 0 ..... .. ... ::�7 ��BLOCK 0 FOR REFERENCE ........... T T .. � ONLY r 0 C) 0 F- E A— p 0 ui C) CLASS B > Lu w ull 0 T-i u 0 A r 0 < 0 0 0 0 >1 0 4 DATE > 0111112023 0 G R 'i r 93 SF) DRAWN BY CLASS B r% 1 - - - ------- - 0 TRAIR; . .. .. . . 0 0 x 0 K. ROESER 0) DESIGNED BY BLOC r\ 1 PER SDP20200004 APPROVED ON K. ROESER "11/23/2020. B__ LOC"dr 3 0 CHECKED BY PROVIDED FOR ...... . ...... V_ REFERENCE ONLY __c B. CICHOCKI u G 7- BLOCK SCALE 0 1 =100' 7- /* 1rar I, oT rx.. TOF-,�=--107, 19 7" OB SEIT VED) P11 �V V 1Nzz--397.91f' 12 G (6 IN V 1p�1=398. 19'8 P VC (NE) 0 ffil V T=3,97.6 V 12 P vr-; SE01k F-WESERVE0 < K 4 ARY F /vB L 0 0 C 9 9. 2 0 0 (T YPI CA L) 0 0— -,f ..... ....... r :7 7 ...... 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UGT UGT ce `1_441`)021�11,x i JG1' r(l At' 0 NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE EXISTING SOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH CERTIFICATE OF OCCUPANCY IN PHASE 1. 0 JOB NO. 47118 SHEET NO. ,4V 11g,)g 3 C4.5 0 c: (n cn 0 2 0 a) cn Z3 a) co 0 T 0 Q_ 0 z wo a 2i 0 E (u 0 D D (u Z D X a) 0 CL 0 CL W CU 2 , 0 cn X a 0 t6 0 a) 0 E 0 8 a 0 0) C) (n 0 .2 (D-0 (1) 9 " 0 U) W 0 ry E -.1 -0 - 75; n It �� N ,_ (9 c\l C) N �_ (o T_ - � c: 0 _0 (D tj 0 a: - CD �: _q z 1� a- �_ z w 2E w (n � . IR It () 0 0 a) 0) �:) (D �: 0 N �_ I � � < I = (L I . _0 0 0 ir = , :3 0 U) co , � fl- 't I m r-) I—.1'... _.... — __ — — — I I .... ........ .... .. .. ._.-_....._.,.. _..'__,. -1 .... ... ... .. ... .... I (I'-- 11 0, 'I'l— 11.1-111-1—l'' NOTE' ... ... ... ___ ... __ __...... 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V , I . .... ... ... .. - - _.- '_ - - - I ::, �, _.__l..__'..l 11 .�111. :1 ... � .. .... _ - - - " - - __ I ... . .... . 1- i l..:::,:l.�_ .1 . � .... ... I ... ... .... . � .... .. . ... .... -1 , . . .. . ,� � 1. , ,, I...".. THIS PLAN IS NOT INTENDED TO BE A PLAT. SEPARATE _ ... ._..__ I I I p I .11 ,. ., i j� �1� :. �. ". i,-.,.. 1, I ;,- - - - " __ "' -, -, __ - "" -, - i / , vl� ".��.. .1, . ,6 i"!l.". SUBDIVISION AND EASEMENT PLATS WILL BE SUBMITTED �. Fli...., I I . I.I.-'.7 . ..... ... ... .... ... ... .. .. .... - .... -- _ - ___ __ - __ __ ... __ - --- - - *11 - .... *** "' - - **- "' - - .... i 1: V .. I I i / _______ I.. � ", le� II.., I I �_. - FOR APPROVAL AT A LATER TIME AND FOR USE IN / ,-----I----------- %...., � ...... I_,_--,----'- RECORDATIONS. OLD LYNCHBURG ROAD 11 I I _____l_l_ol______ D. Cichocki �eA I . ---.---------,---.-,—�—,------,—+.— 6� - I STATE ROUTE 631 -�'..,--...--......-.......-...-........-....�.-.-- ___l__l_,____l_____l____, I i � \_� Lie. 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Teo� _,,� , 1 47118 , "I / I I . - ri-, -- - SHEET NO. 9 I ----A,".,,-- I/ I -( / � �k I 3 //O,- I ... . . �_, � �- i . / I 1. � .."j. .— --i , ) .5 0 C4.6 a � 0 c: +1 zi m - a) > (1) 0 L-:, > (1) 0 4 cu j__ z: Q) (1) 0 CL " =) CL >1 c: W " . 'o (1) (D D (1) .0 a w a (1) V c cu t ca CL G " 0 T 0 c �: a a (L 8 ::) =s 0 a cy, Q (.9 " CL (o T z a) 0 � - 2 0 2i ;�, �- W 4-- E u 0 C c: (u (n 1. C 1. 0 D 0 D = R Q) *11 D R 1) _z: Z w D (n 5; p 0- 5 x = Q) - 4) 1- = 0 +, >, � Ef :3 Q) 0 CL!E 0 .:� CL 0) a) c ? :2 (n w 2 � 0 U) X r- Q) 0 a) . 'o c: :3 � L_ E (n m C 0 4 0 C: " a) 0 E -0 =3 C L) M 0 0 6 0 .G 2 -00 L'a :E 0 0 E U) 0 (n .;= M U 0 :3 E I:; M W c U) 0 C 0 T a .2 a) -0 V) a) Q) - c E - L I I . " W 0 0 0 0� E I-e - 1-1 m — 2 CL I;r �? (N ,_ (Q 04 01 N � QD , __ , " 0 -0 0 *� 0 IL — c" 3. _q z 4� 0- �_ z LLI 2 w co � 6 14 9 0 2 0 0 = 9 0 Z� 0 � c\j V_ I I - < I a: a- I _0 0 0 3: = m 0 w 0� � T_ r- :5: co r-1 I : .... .. '�__t� / I � 11,7 u k - � _ I ... -_ __.............. ... - -- " j_ _ -_ _ -_ -_ G) I 11'.. 1 LEGEND ... ... .. 1 ... ... _.......... I I -1 I I / -2,--��"--i--��--�--��-1-�.�Z---% ... �=-----=--:�-=��-----.�.----t,-�;=,.:- NOTE I II _ "' ��-�: - Q I -1 / __._...._.,..______.-. .--_-------..__.--.-.__--_.-___ ____._______- --..-.--.-..-.---.---.---....----....-------...---- ... . ... - ... "I _ THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO QI ._._l.......__ "' - - "" I."... _. i ! '? ... ENHANCE CLARITY OF EASEMENT AND PROPERTY LINES. �:, �i;;: , �'� lll.� "I " PI PUBLIC DRAINAGE EASEMENT i �.,�,��,,�,_ � 0�z_:)�:l . .. 1. �. . THIS PLAN IS NOT INTENDED TO BE A PLAT. SEPARATE . 1-11.11 ll�, �,,�-m, .I. ' , I �_l .... I o , , . � I / /'�, ,� I , � I. .1 I I I I I ..-,...-.--...-.......�...---�....----....-.,-......�...-.,-..-,....-.......-.-.,-�-.......,---.. SUBDIVISION AND EASEMENT PLATS WILL BE SUBMITTED 1, �.�':, ,.,�!:�.�._,_ .__ lr� .1.1 ...... �.:. I - i I ./ __.______--______ ,.: n D. Cichocki Z/ I J. ____,____,_l _._____.______,___ FOR APPROVAL AT A LATER TIME AND FOR USE IN INGRESS AND EMERGENCY ACCESS I I __ — �-------.,---,----i-----,-----,-,--i--- , RECORDATIONS. I EASEMENT & STORMWATER ACCESS I I .1 - . i . U Lie. No. 53741 ,��l � I / --- - _,._____,.,,.. i . ��,, .111. - I -1 -11 __�R__ __ ____ ____ - --- - ____ - __ __ - _ - ,-- ___ - - "-- ____ _ ,___ - __ , - � e6 il �l , , 1� �,�', ��?""`o . iy, I I ___�,� ITJ N11 I I �i� - i, � � lep, ob�,.�� 1:� _,_,_� _11�_ — __ — — — — ____ __ __ — __ . I I .� . ( �_ / \ /11 I 'ev, / ... I I - N � I .�: �,_:- I . G) " � / _. � 1--i ___________' __--,� V1, '. / I I ACSA SEWER EASEMENT i __� I-------- --- - --- --- !"I , IONAL I --------.------ I 11 p �..:` %..�* �..,4 Q I / __�___, / __ __ i 1.1; A. . I I I I � - �Z 11 �: � , I I G) I � -- _____ \,,-._., i -,,, - I" 1.� . l � I _ - -��, C' �l I .- -,\,_llv__�__--,,, \1`__ `-,.----"v,--` ,,,,- I _. 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AIQ j ADE ===7 1 11 1 m A I zj t IVI t-i RI I N EL.=492. 101 -Z 4 EL.=493.• M F I I -Tf= P 1 1 493 04 — — — — — — — — - — -- — — — — — — — — — — — -- — — 104- -- — — — — — — — — 4 war 49 102 492.67' £ '" .M vs •, W ,.� / t„_ cy) N o)-- 103 6VkRLAND 121 R E L I E F'PATH — 495.� O - =7I tlw 81 1W ww 81tw 8 Hw ik v, 811w Y ly y Az ri L JOB No. 4711 SCALE I "=20' r SHEET NO. ' ' 0 C5. I 2040 Kk( 0 O Q. CL 0 -a =3 0 cu If cu Q. 0 2Y 0 700 c� 00 z 0 0 cu U) CL0 r_ Z) 0 E U) z (g)) u 2 C. x 4— CL :5 0 § CL CF) 2 x c: 0 O u :3 0 O 0 E 0 -a .cu Q 0 to ca U) 0 cu -a o a) -0 ,j) L E N e ,e Afe. inform...a flon ! . ..... . .. ....... . . ..... enfteO�eelolpme c �.over:- -a F,):: 6t cr T t�j� 'Fore' I.. .... . ...... I 'to 0 le pie"h$0,1 I 'b A I II II IIIIII III ry I r, es) ......... ... ... ... .......... ... . .. ... .. ...... ... ..... .. .... ........... ............ ..... III I fdtci t6d 0 Iteaed. is ur a I .......... ,Va I pev C I I IIF,! .. . ......... I I I a T M T. U h,, no t A ...... ...... .... Fop P C . ... . . .. ....... ..... ...... . ............ .......... .............. ..... .... .. . ..... 4aad. II Te I I I .. .. ... ... ... ... ... .. III I. . ....... IIII4s II I II Ia I I I I tit rooVnent, p urnpi. Itit� I I I I I.... .. .. .. .... Vqp I I W I I .. ........ ........... T ...... goo oped : A( Al .T 'I . ..... P' P y es , tro 'd :TN d w Op e. Lq gr eo Lid. TPj Keiq N ................... (19D VDOT STD. DI-1 CLEANOUT WITH DOME GRATE TOP = 475.85 RAMP SOIL TO LIP OF OVERFLOW STRUCTURE MIN SLOPE 3:1 BOTTOM OF BIORETENTION BASIN 475.35 3" HARDWOOD BARK MULCH BOTTOM ELEV 475.15 48" BIOFILTER MIX BOTTOM ELEV 471.15 3" NO. 8 STONE BOTTOM ELEV 470.90 15" NO. 57 STONE SEE CLEANOUT DETAIL SHEET C1.1 4"PERFORATED SCHEDULE40 MIRAFI 14ON FILTER PVC UNDERDRAIN FABRIC OR EQUIVALENT. DAYLIGHTED ON SITE TO BE ZWIDE SEE SHEET C5.0 CENTERED ON UNDERDRAIN N 12" HDPE INV. OUT 470-60 NOTES 1. 48" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. BIORETENTION FILTER 11 DETAIL (LEVEL 2 NO SCALE WATER OUANTITY ANALYSIS WATER QUANTITY REQUIREMENTS FOR THIS SITE WILL BE MET THROUGH A STORMWATER POND CONSTRUCTED PER WPO201900062. NO ADDITIONAL STORMWATER QUANTITY MEASURES ARE PROPOSED WITH THIS PLAN. WATER QUALITY ANALYSIS - BLOCK 11 SITE DATA PRE -DEVELOPED AREA MANAGED TURF 1.27 ACRES PRE -DEVELOPMENT LOAD (TP) (LB/YR) 0.22 POST -DEVELOPED AREA IMPERVIOUS 0.84 ACRES MANAGED TURF 0.43 ACRES POST -DEVELOPMENT LOAD (TP) (LB/YR) 2.02 MAXIMUM PERCENT REDUCTION FOR REDEVELOPMENT 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) 1.50 REQUIRED REMOVAL WILL BE ACHIEVED THROUGH THE USE OF A LEVEL 2 BIORETENTION FACILITY, AS WELL AS THE PURCHASE OF 0.84 LB OF OFFSITE NUTRIENT CREDITS.. Plan Number VRRM Total Area Phosphorus Reduction Required Phosphorus Reduction Provided Credits Purchased % Phosphorus Treated onsite WPO201900062 21.58 9.77 8.52 1.2 5 87.21% WPO202100004* 7.49 8.52 6.67 1.22 78.29% Offsite WPO202100004 2.91 0.18 0.63 0 350.00% WPO202100022 (Block I 1) 1.27 1.5 0.66 0.84 44.00% WPO202100022 (Block 12) 2.84 3.48 2.7 0.79 77.59% WPO202100038 4.88 4.5 3.07 1.43 68.22% Village 3, 4 & 5 24.57 22.72 17.98 4.74 79.14% Total 65.54 50.67 40.23 10.27 79.40% Drainage Are.,a A rea A Land C.q. e r Ncr. Dratnage. A r q C, A Totrals III.. .. .. .. ..... Forest acre.0� /Gpen'S ace. P d Tuff S) a re ,q e :�T t Site ResUlts (Water MP la. c, Ua Re Treatment 'Volume, S-1 JUM, RU-ndff: Redu V nd TP 8y:Dr in ge Area c iob: ea a a E F'R IEVE :("ft3, VOLU :RONOF DCTION ME TO: LOAD AVAILABLE OokAwOVAL /y� TP TP10AP: REMAININQ DE A D.A, A.AtA CHECK I I... I .............. - �V I I ...... .......... I.......... I I I7 . ......... .oK* IV . .. ....... QK! OK K. OKI A DdAi: DiA.0 �D, D.A. E II I w I WN, IIIII . ........ .... .. .. . .... ............ III... I.. ley. H. ........ III .......... II. .. ....... II IP IIINL:LO I-,ROG NIT f ADRIE ION ACHIEVED DUC Total Nittoge,'n For 11-nformaionPur . pose E POSI�D VELO0MENT'L0AD;(lb/yr,) AD MUCT110 (H ]IT 'O N :N 'R N'A EV P Ply S, REMAINING 0 VDEVliLO'PNLtE'N.TNIT I 2 . .... ..... I I...... ...... .. IIII Bioretention Filter PH A Block 1 Design Level 2 Soil Type B Drainage Area Rv Impervious= 0.28 0.95 Manage Tu 0. 6 0.2 Forest= 0 0.03 Total Drainage Area= 0.44 Rv= 0.68 Impervious /pervious ratio 64% Water Quality Volume= 1352 CF (1.25*(Rv)(A))/12 1.25 Tv From Upstream Practice=, 0 CF Total Required Volume Tv=l 1352 CF Storage Dep th (ft) Void Ratios Poncling Depth= 0.5 1 Depth of Media Filter= 4 0.25 Stone Sump Depth 1.5 0.4 Total Storage Depth=l 2. I FT Surface Area Minimum Req= 644 SF Provided 665 SF Total Volume Provided 1 13971 C F Forebay Volume Required Forebay volume: 2031 CF Forebay Dimensions: circular Provided Forebay Volume: 2651CF WATER OUANTITY COMPLIANCE NARRATIVE DRAINAGE FROM BLOCK 1 1 IS INCORPORATED IN BLOCKS 9-11 PLAN (WPO202100004). THE BLOCKS 9-11 PLAN ACCOUNTS FOR 1.34 ACRES (0.83 ACRES IMPERVIOUS) OF DRAINAGE FROM THE DEVELOPMENT OF BLOCK I 1 WITH THIS PLAN. THIS PLAN PROPOSES 0.83 ACRES OF IMPERVIOUS AREA WHICH WILL BE ADEQUATELY NTION SYSTEM TO BE INSTALLED WITH THE BLOCKS DIET 9-11 PLAN. E C) 0 LU U CD w E E N Uj 3: 3: < C) UM :t�, U) r-i LU LL. -2 r Ld 0 7' Q� Uj rq < _j U LU 0 LU J Lfi 0� 0 U LU C) N 0 T (D LU C) 4 =3 3: 0 U) U < LL- w 0 Z C) 0� 0 0 4 =3 It U') x C V ',o z LU w U_ 0- C) < Lq 0 -, 0!� C) in V) 0 > 0 LL '40 0 ui 00 _j C) LU Uj F c) U (D Uj Vi z 0 0 U (D < C) 0 w > LU w C) U n T_q < 0 C) 1 1 DATE V) > 0111112023 0 DRAWN BY K. ROES ER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE NIA 06 T 0 z < > Uj z LU w U_ 0 z U U) JOB NO. 47118 SHEET NO. C6. 0 0 ry E jO rm.0.161on `ip d' e Me -.1.arn Pr oc., 111 eot 4 T 1-11S.-Urbe. t01r1T6Ud.'D.'t.'. t, ti�q ... .. ..... .. .. A ............... - TotaN & -A a Ste d 'g 'lly `0 ug .10 0 g 500Q: w OURRUNIM.", d t b ano is: %ur ed' o�: res Fa e. !f iker: 4f".,t brb PAN 1pt4 1q 11 A � , , 61fP;PV.'Yd1 H� 11`1�21 w w" gm ""' " ". � , , "'. l, " g flc Y, W 0! fi� R R-0� 'g-iio x "i; N, M R ""f .............. 1 811 7 7 g.0 0: 'R.( 1� 0"'.. 14. 1, kk R. R V Ru:,MWWI� PUP yffffl MR."U., M Atiti4f t._+6i Affirfp+, i1+e.::. tR - , 0 Cheick, 0, M"1P'__-Q00*$kdf f4M_440 20 13� Dr ttfrt� St d s'.&. 5 O� t�.: eaxl w, Of e_. 'w, 'd "d Mid dhUtkb d ki:le . fter-el. x: A �011.ts... ge ...... ...... ... ...... . ............. ........ . . ............. ........... ............. to R.I.. x 110 1 e Fores. .0 6. Qwer" 5 5 7 gi R x� U, "'U.441,71", 'N WV4 t6d: HE, d, ,Ma669p, lu'd Cdv�-.r. ��R R I IV V I Ilk ynl I f h 0 L�i ry i 0, U S'." C, 0, v 6 r c r e ji R� R P: o,'m �R 4 V i rh i b 11111 �M e, p', q,,r,,-,. J0. 6 AbMI( ul �'M �:A M14 U MI.Q. $i �.i: P . tit V !"Oe I 1T 15`-�!"trifle_ I .EA Rhl� �A h. u VA lit V6. opment 11rea me Wine. Rul.Aff R, I 'g+1111, 'R T*0' 9,9 Qq 0 -10: M_ 9 111 P 4, , , , 0A 1, I . , U MW )1'1� Rg U A' 1b; 4. .1 W . . ,.I, "M f N "M 1'9 001. 9'0. t TF.k..." wp.- 0 P. '�;t "yq IN se the TP16.Ad j,QA1 jb�s/pq, yyi,�a- Poop 1 r P00.0. A'00 Prrq 0 0- 1 I A-aps red twldlovel-+��I.Mmaqll pre. 8 ns,pqxetor mqaa yedl-of acrogg 8 Pf Q'oo-se.. dfo wqw 01P coxe(, jusfft'd �qtalagreqyo hwas #0 D 8 W: imp ervio 45',co ver) 10o,,.0 I UP ni 0..Os: m rm-,,*. ON ., orposes 0 T Wo iReq iiy:. P e n y 4 P P,(A, e. xi, X -44 A _V� an 4: "W! CLEANOUT VDOT STD. DI-1 TOP = 491.33 RAMP SOIL TO LIP OF OVERFLOW STRUCTURE MIN SLOPE 3:1 BOTTOM OF BIORETENTION BASIN 490.83 - , ----------- ............................................ ................. .. _ - .. ............ ... ........... ... 3" HARDWOOD BARK MULCH ................. 1� ................................................. ........ = ............ ..................... .... ..... ............ ................................. .......... ........... ................................ ................................ ......... . .............. ........ .. ....... ........................................... ...................................... .......... . . . . . . . . . . . . . . . . . . BOTTOM ELEV 490.58 ........................... .......... ........... ............ ............ ........ ....... ...... . ........... . . . . . . . . . . . . . . . . . . . . . . . . . . 36" BIOFILTER MIX ........................................................ . . . . . . . . . . . . . ......... . . . . . . . . . . . . . . . . . . . . .................................. .......... I . . . . . . . . . . . . . . . . . . . . . . . . ........ . BOTTOM ELEV 487.58 ... .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ ........... ........................................... ......... ................................. .................. .......... ............ 3" NO. 8 STONE ... ... ............... . . . . . . . . . . . . . . . . . . . . . . . ........... ................... ........... ................................................... .. .. ....... ............................. ........... TOP ELEV 487.33 30" NO. 57 STONE 1511 HDPE INV. OUT = 486.44 ELEV. 484.83 SEE CLEANOUT DETAIL SHEET C1.1 MIRAFI 140N FILTER 4"PERFORATED FABRIC OR EQUIVALENT. SCHEDULE40 TO BE 2'WIDE PVC UNDERDRAIN CENTERED ON INV: 487.00 - 486.80' UNDERDRAIN DAYLIGHTED ON SITE SEE SHEET C5.0 NOTE: 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. BIORETENTION FILTER 12 DETAIL (LEVEL 2) NO SCALE PLAN VIEW SECTION A -A 2'GRAVEL DIAPHRAGM (DETAIL BELOW) - PAVEMENT GUTTER FLOW GUTTER SECTION 12" DEPTH FLOW TOE OF SIDE SHEET FLOW 6" AVERAGE DIAMETER SLOPE 'A A BROWNSTONE 2'GRAVEL DIAPHRAGM Ed I lEd I 1E1 I Mi I 1E1 I 1EE1 I I - (DETAIL Ell I 1=1 I 1=1 I 1=1 I 1=1 I 1E1 I 1E] I BELOV\O EE111E]IIE]HEIIIE111 IF=- 8'CURB B 1=1 I 1=1 I 1E1 I 111=111= CUT MARAFI 140N FILTER FABRIC OR EQUIVALEN TO PREVENT SHORT CIRCUIT TO DRY SWALE A OR BIORETENTION SOIL MEDIA SECTION B-B 6" AVERA( BIORETENTION DIAMETER j 81 ----------- BROWNSTONE BASIN PRETREATMENT - GRAVEL FLOW SPREADER DETAIL No Scale Drainalize Area A 0,04nag, Are.A.A.U.Ind,0ver f4cre.�.) F I 0'resVOpenS pa,ce4a,cre-sY Managed Twf W!crez.$) WATER OUANTITY ANALYSIS WATER QUANTITY REQUIREMENTS FOR THIS SITE WILL BE MET THROUGH A STORMWATER. POND CONSTRUCTED PER WP0201900062. NO ADDITIONAL STORMWATER QUANTITY MEASURES ARE PROPOSED WITH THIS PLAN. WATER QUALITY ANALYSIS - BLOCK 12 SITE DATA PRE -DEVELOPED AREA MANAGED TURF = 2.84 ACRES PRE -DEVELOPMENT LOAD (TP) (LB/YR) = 0.40 POST -DEVELOPED AREA IMPERVIOUS = 1.96 ACRES MANAGED TURF = 0.88 ACRES POST -DEVELOPMENT LOAD (TP) (LB/YR) = 4.65 MAXIMUM PERCENT REDUCTION FOR REDEVELOPMENT = 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 3.48 REQUIRED REMOVAL WILL BE ACHIEVED THROUGH THE USE OF A LEVEL 2 BIORIETENTION FACILITY, A MANUFACTURED FILTERING DEVICE, A MANUFACTURED HYDRODYNAMIC DEVICE, AND THE PURCHASE OF 0.79 LB OF OFFSITE NUTRIENT CREDITS. PRE-TREATMENT PRE-TREATMENT METHODS USED FOR THIS BIORETENTION FILTER CONSIST OF A CURB CUT DISSIPATER CELL AND A GABION FOREBAY. Plan Number VRRM Total Area Phosphorus Reduction Required Phosphorus Reduction Provided Credits Purchased % Phosphorus Treated onsite WP0201900062 21.58 9.77 8.52 1.25 87.21% WP0202100004* 7.49 8.52 6.67 1.22 78.29% Offsite WP0202100004 2.91 0.18 0.63 0 350.00% WP0202100022 (Block 11) 1.27 1.5 0.66 0.84 44.00% WP0202100022 (Block 12) 2.84 3.48 2.7 0.79 77.59% WP0202100038 4.88 4.5 3.07 1.43 68.22% Village 3, 4 & 5 24.57 22.72 17.98 4.74 79.14% Total 65.54 50.67 40.23 10.27 79.40% 1 C's-:0. T !qt I Lail 'Solls as d Cover RV o 41S011is Is 501.11s� WIS. 0 WATER OUANTITY COMPLIANCE NARRATIVE DRAINAGE FROM BLOCK 12 GOES TO HORIZON ROAD, WHICH IS ACCOUNTED FOR IN THE VILLAGE I PLAN (WP0202100019). THE VILLAGE 1 PLAN CAPTURES ALL OF THE BLOCK 12 DRAINAGE AND ACCOUNTS FOR 2.14 ACRES OF IMPERVIOUS AREA. THIS PLAN PROPOSES 1.97 ACRES OF IMPERVIOUS AREA ON BLOCK 12 WHICH WILL BE ADEQUATELY SERVED BY THE POND TO BE INSTALLED WITH VILLAGE 1. mm :1 ........................... RR-0 # U, U U ......... . a, . .. ........ ".-IR, I a iw��q off" ................... ............... � . . . ... ..... M"i - - , 0 �,R MUM" 6.1� Bf (w 0 92 Mb I n or cronu orerentigni#2 ............ ... . ...... ... ..... ..... .......... .1, giww"a"It, ".-Aga P............. - ............ ....... .. ff(�Q 4,1 X. ........ R113 _0 0, v .... ---------------- - - - -------------- - ---- ------------------------ MAIM .......... . im 14'a�:M' aljf4d(lre f'�.ewj eot'Dev.1'. "'�ggu 0 .. 8A I ww v fc. uWl-,l S Y MY. 14bi:NlAnUt. c Fitteir N'�-v:M.Mv', W� g W. M11 14.c.'Mantifactured Treatrnent'Devke�Generic � .. ..... . e) Site-Re.s.01ts Water Qualit.: C ..nc y ,o 3 t SitelTreatment Volume (f - Ruhoff ".Reduction Volume and TP'..By Drainage. Area RUNOFF:REDOCTION. VOLUME. Ar.HIEVE TP WAPAVA.114ABLEFOR REMOVAL (.1-4/yr, TOWAb'REDUCTIO N, ACHI[Mb (j.bjyr,' TV LOAD REMAINING (lb/yr, A D.,-A�i B blkx IF DiA, D F DAo, E -HECK FAREA'C g� J, 9v 9 �iw o IiRn ISR" 1, MR ....... .. .. .. .. tAx-M., ""'Hyd. Vx t iyMURRX`111� -.4A q gv, u Rl QI PA ........... 4 5 . .. ..... ... VA . ... .... Tim: g� a Ol<i� M; '01 I'll.R.". ................ OK.. :O.K, 0 . K4-7=K. k� dk4, A I: DA,'A Q.-�AX13 IF 0A.. C_ 1 OA: PA,E IF TOT. L . . ....... I 4111111 .............. W11- I. I 3�1 �1 4 u, it ti yv il I Ri: IR l'.1011.�111 .11AMIM M ULM . . . . . . 5M M. Wj'�g"y. "'Ill' 1 A IWA V V A I (.m(m 77. R7, Q a 6"Muft R ............. . .... 0. v R M-0 "o ..... 14, �,E 7 ��77 ��o g� t "y 63" 1, ffff i, �iKlw'el g i4"!P a -e . R 1-vt UM I. 00 if, i " 0� "Mi, ........... NITROGEN. LOAD REDUCTION ACHIEVED (lb/yr) Tota-1 Phosphorus R FINALPOST,DEVE LOP MENT TPIOAD, flb/ 04, R4 y TP: LOAD.REDUCTION REQ0'lRED:(lb/yr) TP'1`0'A0. RE.00crib. N ACHI EAD' (,Ib/yr) q, 9 5 TP LOAD R.EMAlNlN.Gj1bjyr)1i :11EMAINING TP LOA D. REDUCTION. hlye)'I: 0.7,19. Total Nitrogen, (For information Rurposes) POST -DEVELOPMENT LOAD (Ilb/ lyr) NITROGEN.LOAP RE.DUCrI.ON ACHIEVED (lb/' -r y REM, .1 NT"NI , T1306841 1. AO,,(I,b ilx, PQ$ToP KOPME, Bioretention Filter PHA Block Design Level 2 Soi I Type B Drainage Area Rv Impervious= 0.39 0.95 Managed Turf= 0.11 0.20 Forest= 0 0.03 Total Drainage Area= 0.5 Rv= 0.79 Impervious /pervious ratio 78% Water Quality Volume= 1781 CF Tv From Upstream Prictice= 0 CF Total Required Volume Tv= 1781 CF Storage Depth (ft) Void Ratios Poncling Depth= 0.5 1 Depth of Media Filter= 3 0.25 Stone Sump Depth 2.5 0.4 Total Storage Depth= 2.25 F Surface Area Minimum Req= 792 SF Provided 834 SF F-77tal Volume Provided I 18771CF Forebay Volume Required Forebay Volume: 267TCF Forebay Dimensions: circular Provided Forebay Volume: 2681CF m E CD 0 T-i w 0 LU f'4 "1' 0 E 01 Q E w w r 0 LU (>n M C) -, ,--I V) V) T1 W C) LL LU 0 V) w Z Q� LU < _j U 00 M w a- W _j - qj ce C) M > C) 0 U LU (n " 0 (D UJ E� :� C, 4* _j 3: 0 5:1) x U (n < w 0 1 0 73 U-) w w LL w > < 0 -_!� C1 z1* 0 (D < 0 4-J > LLI CD LL 0 C) LU 00 _j C) LU two LU C) M F_ 0 w ry) N > w w F_ 0 < T__i U z 0 DATE f__q V) :D 0111112023 0 DRAWN BY >_ K. 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'!* .----,,--,-. \ - --- �",;� ", 30' I, , ,�, 3 I - � , / �, � . , 11 - I I " , I 1-1 i�, 1�_1111��,�, % I __ - I --,,, ", 14, --, . j - 1.11 ,��/ � �/ "� �_ \ %. - / I N, �\ � 11 - ? � --- / / 1-t r (, - .J. j3d1q � ___ "I ,- � I -,I N I � I I m . 11 —, " I, _ — ROUTE PROJECT Southwood -Block 11 DESIGNER: KAM DATE 1/16/2023 PHA Block 11 Storm PROJECT: Designed by: CHECKED: UNITS :NGLISH STORM SEWER DESIGN COMPUTATIONS LOCATION: � COUNTY: Checked by: Bryan D. CiChOCll �, STORM FREQUENCY 14 Lie. N0, 53741 UNITS ENGLISH �S11 'SIGNAL N E � o �w V N 7 E 0N PHA BLOCK 12 STORM PROJECT: Designed by: o STORM SEWER DESIGN COMPUTATIONS = W ¢ o LOCATION: COUNTY: Checked by: ¢ p w (n STORM FREQUENCY 10 ❑ U. o ^ Q UNITS ENGLISH � 0 = w w z aJUao Z 2:< C�W� a O#� z r`' J '= U 0 U)I-- F_ Q ROUTE PROJECT Southwood -Block 12 DESIGNER: KAM DATE 12/6/2021 0 a ? w wp O O CHECKED: UNITS NGLISH Fr V) U C� O o- Q -i Q u7 �-, o p # c in H O Q `� W O C) 0 �rq uzz ow WQO �~ �� Q F- U U w Vi ~ z� U _ Q H U p� 2 > 2 F- � M W N W 0 W I = Q � U 0 4 z O O cj) DATE H > PHA Block 11 Storm PROJECT: DESIGNED BY: 0111112023 HYDRAULIC GRADE LINE ANALYSIS r DRAWN BY Checked: INCIDENCE PROBABILITY 10 Year K. ROESER DESIGNED BY K. ROESER CHECKED BY PHA BLOCK 12 STORM PROJECT: DESIGNED BY: • HYDRAULIC GRADE LINE ANALYSIS B. CICHOCKI Checked: . INCIDENCE PROBABILITY 10 Year SCALE NIA s • N v , Z o U � QQ > W U Q W m U J LL < LL Q W z Q o 0 U 2 0 Q� 0 0 U) Z) 0 V) JOB NO. 47118 SHEET NO. 0IF IF PF LU pr IF rr PF PF IF PF CL C56 . INLET Sag Inlets Only c-� Z � � �'' U •-� `-� � � 0 U ;= n L� Q O C7 .� � •..i '� =. oA � ' ,� C.J �..i (! O U ,� p ZU2 DI-3B 6.000 0 4 U 0 Back/Lt. 0.000'RI 0.150 0.90 0.135 Ahead/Rt. INLET z ^ U Uj � 0 � � Z Q � W� V U � Sag Inlets Only r^ ��- Z' O ¢' . y j � .^^'-� 100 Di-1 2.000 0 4 0 0 Back/Lt. 0.000'RIGHI U.USU 0.90 0.045 Ahead/Rt. U.12U 0.35 0.042 Ahead/Rt. 0.087 4 0.348 0 Ahead/Rt. U.348 0.001 2,000 2 U,348 1.047 Weir Flow 102 DI-3B 6.000 0 4 0 0 Back/Lt. 0.000'RIG'H. 0.020 0.90 0.018 Ahead/Rt. U.OlU 0.35 0.0035 Ahead/Rt. U.022 4 0.088 0 0.U100 0.0208 1.163 2.000 1.71969 0.0833 4.00481 3.50 Ahead/Rt. U.088 0.0100 6 0.088 0.301 0.166 U.333 0.498498 2.301 1.2U6 Weir Flow 104 DI-3B 6.000 0 4 0 0 Back/Lt. 0.000'RIGI-1 0.130 0.90 0.117 Ahead/Rt. 0.080 0.35 0.028 Ahead/Rt. 0.145 4 0,58 0 0.0100 0.0208 3.36b 2.000 0.59418 0.0833 4.00481 3.50 Ahead/Rt. 0.580 0.0100 6 0.580 1.059 0.166 0.333 Q498498 3.059 4.243 Weir Flow 110 DI-3B 6.000 0 4 0 0 Back/Lt. 0.000'RIGHT 0.140 0.90 0.126 Ahead/Rt. 0.040 0.35 O.U14 Ahead/Rt. 0.14 4 0.56 0 0.0150 0.02U8 2.615 2.000 0.76482 0.0833 4.00481 3.50 Ahead/Rt. 0.560 O.OliO 6 0.560 1.035 0.166 0.333 0.498498 3.035 4.145 Weir Flow 117B DI-3B 6.000 0 4 U U Back/Lt. U,000'RIGH 0.38U 0.90 Q342 Ahead/Rt. 0.080 0.35 0.028 Ahead/Rt. 0,37 4 1.48 0 0,0150 0,0400 4.153 2.000 0.48158 0.0833 2,0825 3.04 Ahead/Rt. 1,480 0.0150 6 1.480 1,978 0,320 U333 0,960961 3,978 4,122 Weir Flow 120 DI-1 1.000 0 4 0 0 Back/Lt. 0.000'RIGEI'I 0.150 0.35 0.0525 Ahead/Rt. 0.053 4 0.212 0 Ahead/Rt. 0.212 0.001 1.000 1 0.212 1.518 Weir Flow 122 DI-3C 6.000 0.010 0.90 0.009 O'RIGHT 0.009 4 QU36 U 0,036 0.0100 0.0208 0,832 2,000 2.40385 0.0833 4,00481 1.000 3.50 0.1458 41666 1359 6.000 4.4li 1,000 0.036 0,000 0,832 134 DI-3B 6.000 U 4 0 0 Back/Lt. 0.000'RI 0.130 0.90 0.117 Ahead/Rt, 0.030 0.35 0.0105 Ahead/Rt, 0.128 4 0.512 0 0.0100 0.0208 2.970 2.000 0.6734 0.0833 4.00481 3.50 Ahead/Rt. 0.512 0.0100 6 0.512 0975 0.166 0.333 0.498498 2975 3.905 Weir Flow 132 DI-1 2.000 0 4 U 0 Back/Lt. U.000'RIGFI' 0.150 0.35 0.0525 Ahead/Rt. 0.053 4 0.212 U Ahead/Rt. 0.212 0.001 2.000 2 0.212 1.518 Weir Flow 128 DI-1 2.000 0 4 0 0 Back/Lt. 0.000'RI 0.390 0.90 0.351 Ahead/Rt. 0.110 0.35 0.0385 Ahead/Rt. 0.39 4 L56 0 Ahead/Rt. 1.560 0.001 2.000 2 1.560 2.847 T > 8.0 ft PIPE NO FROM POINT TO POINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "C" (4} CA TOTAL INLET TIME Minutes (7) RAIN FALL In/I-Ir (8) RUNOFF Q CFS (9) INVERT ELEVATIONS LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Dia. Or Span/Rise) In. (14) SHAPE Capacity CFS (15) Friction Slope Ft./Ft. VEL Vn Ft/Sec (16) FLOW TIME 1�Iin, (17) REMARKS (18) INCRE- MENT (5) ACCUM- ULATED (6) ADDTL CA UPPER END (lU) LOWER END (11) REFERENCE (1) STA. REFERENCE (2) STA. 2U3 204 2U2 0.000 0.000 0.000 0.333 0.333 6.000 6.230 2.075 474.183 470.342 80.018 0.048 15.000 Circular 15.328 O.OU1 8.740 0.153 ea from RD l 205 206 202 0.440 0.700 0.308 0.308 0.000 6.000 6.230 1.919 470.600 470.350 42.974 0.006 12.000 Circular 2.943 0,002 4.001 0.179 PIPE NO FROM POINT TO POINT DRAIN, AREA "A" Acre (3) RUNOFF COEFF. "C" (4) CA TOTAL INLET TIME Minutes (7) RAIN FALL In/Hr (8) RUNOFF Q CFS (9) INVERT ELEVATIONS LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Dia. Or Span/Rise) In. (14) SHAPE Capacity CFS (15) Friction Slope Ft./Ft. VEL Vn Ft/Sec (16) FLOW TIME Min. (17) REMARKS (18) INCRE-ACCUM- MENT (5) ULATED (6) ADDTL CA UPPER END (10) LOWER END (11) REFERENCE (1) STA. REFERENCE (2) STA, 119 120 RD2 0.150 0.350 0.053 0.053 0.000 G.000 6.230 0.327 488.3G2 488.239 24.G52 0.005 12.000 Circular 2.728 0.000 2.347 0.175 RD1 RD2 118 O,UOU O,U00 U,OOU U.053 O.000 6.175 6.179 0,324 488,140 487,660 62.922 U.OUB 12,000 Circular 3.37U U.000 2.719 0.386 117C 118 117B O,000 O.00U 0.000 0.359 0.3U6 6.561 6.070 2.176 487.556 486.480 71.713 0.015 15.000 Circular 8.568 0.001 5.842 0.205 Area from RD 1 117A 117B 11G 0.460 0.820 0.377 0.73G 0.000 6.765 G.014 4.424 486.383 48G.237 14.5G3 0.010 15.000 Circular G.99G 0.004 G.045 0.040 127 128 116 0,500 0.780 0.390 U.390 U.000 6.000 6.230 2.43U 486.436 486.310 25,158 0.005 15.000 Circuhu 4.947 0.001 4.022 0.104 115 116 114 O.00U 0.000 0.000 1.12G 0.000 6.805 G.003 G.757 485.817 485.360 91.483 0.005 18.000 Circular 8.045 0.004 5.113 0.298 113 114 112 U.000 U.UUO O.000 1.396 0.270 7.104 5.923 8.267 485.258 485.040 43.553 OAUS 21.000 Circular 12.136 U.002 5.439 U.133 Area from RD2 111 112 110 O.OUO U.000 0.000 1.396 0.000 7.237 5.889 8.219 484.940 484.570 74.039 O.U05 21.000 Circular 12.136 U.UO2 5.432 0.227 133 134 132 O.1G0 0.790 0.12G 0.12G 0.000 6.000 G.230 0.787 486.380 485.875 50,232 0.010 15.000 Circular 7.012 0.000 3.788 0.221 131 132 110 0.150 0.350 0.053 0.179 U.000 6.221 6.166 1.103 485.247 484.570 67.674 O.OIU 21.000 Circular. 17.163 O.000 4.014 0.281 lU7 110 lU6 0.18U 0.77U U.139 1.713 U.000 7.464 5.831 9989 484.4GG 484.400 13.219 0.005 21.00U Circular 12.13G U.UO3 S.G�-7 O.U39 lU5 106 104 U.00U O.00U U.000 1.713 O.000 7.503 5.821 9.972 484.297 484.193 20.682 0.005 21.000 Circular 12.13G 0.003 5.645 O.U61 104 104 103 0.210 0.690 0.145 1.858 0.000 7.564 5.805 10.787 484.U88 483.080 202.2G8 O.OUS 21.000 Circular 12.119 0.004 5.708 0.591 102 103 102 0.000 O.000 0.000 1.858 0.000 8.155 S.GG2 10.521 482.979 482.570 82.580 O.U05 21.000 Circular 12.083 0.004 5.674 0.243 121 122 102 U.U10 0.900 0.009 O.UU9 0.000 0.000 8.901 0.080 486.45G 485.856 30.014 0.020 15.000 Circular 9.894 0.000 2.433 0.206 lUl 102 6U 0.030 0.77U A023 1.890 U.000 8.398 5.GU5 10.595 482.472 482.310 32.417 U.U05 21.000 Circular 12.136 O.U04 5.700 O.U95 INLET INLET OUTLET WATER DIA. PIPE DESIGN DISCH. LENGTH PIPE FRICTION SLOPE, Sfo FRICTION LOSS JUNCTION LOSS FINAL Inlet Water Rim Comments 1.3 0.5 OR STATION SURFACE Do Qo Lo Hf Vo Ho Qi Vi QiVi Vi"2/2g Hi Angle HD Ht Ht Ht H Surface Bev JUNCTION ELEV. (In) (CFS} (Ft) (FT/FT) (Ft) (Ft) (Ft} Elevation 204 10+$0.39 471.34 15 2.07 80.02 0.09% 0.07 8.74 0.3 0 0 0 0 0 0 0 0.3 0 TRUE 0.22 471.56 478.56 OK -7 INLET' OR JUNCTION INLET STATION OUTLET WATER SURFACE ELEV. DIA. PIPE Do (In} DESIGN DISCH. Qo (CFS} LENGTH PIPE Lo (Ft} FRICTION SLOPE, Sfo (FT/FT) FRICTION LOSS Hf (Ft) JUNCTION LOSS FINAL H (Ft) Inlet Water Surface Elevation Rim rev Comments Vo Ho (Ft} Qi Vi QiVi Vi*2/2g Hi Angle � Ht 1.3 Ht 0.5 Ht 102 10+33.27 483.71 21 10.6 32.42 0.38% 0.12 5.7 0.13 10.52 5.67 59.69 0.5 0.17 22.18 0.12 0.43 0 TRUE 0.34 4$4.05 493.32 OK -9.28 103 484.05 21 10.52 82.5$ 0.3$% 0.31 5.67 0.12 10.79 5.71 61.57 0.51 0.18 15.22 0.1 0.4 0 TRUE 0.51 484.56 493.16 OK -8.6 104 13+18.12 484.56 21 10.79 202.27 0.39% 0.8 5.71 0.13 9.97 5.65 56.3 0.49 0.17 84.86 0.33 0.63 0 TRUE 1.11 485.67 490.93 OK -5.27 106 13+38.80 485.67 21 9.97 20.68 0.34% 0.07 5.65 0.12 9.99 5.65 56.41 0.5 0.17 87.84 0.35 0.64 0 TRUE 0.39 486.06 492.26 OK -6.2 110 13+52.02 486.06 21 9.99 13.22 0.34% 0.04 5.65 0.12 8.22 5.43 44.65 0.46 0.16 91 0.32 0.6 0 TRUE 0.35 486.41 491.9 OK -5.49 112 14+26.06 486.41 21 8.22 74.04 0.23% 0.17 5.43 0.11 8.27 5.44 44.97 0.46 0.16 79.63 0.3 0.5$ 0 TRUE 0.46 4$6.87 492.76 OK -5.89 114 14+69.73 486.$7 21 8.27 43.55 0.23% 0.1 5.44 0.11 6.76 5.11 34,55 0.41 0.14 30.87 0.14 0.4 0 TRUE 0.3 4$7.17 492.82 OK -5.66 116 15+61.21 4$7.17 18 6.76 91.48 0.35% 0.32 5.11 0.1 4.42 6.05 26.75 0.57 0.2 96.99 0.18 0.4$ 0 TRUE 0.56 487.73 490.89 OK -3.16 117E 15+75.78 487.73 15 4.42 14.56 0.40% 0.06 6.05 0.14 2.18 5.84 12.71 0.53 0.19 11.2 0.07 0.4 0.52 TRUE 0.32 488.04 491.01 OK -2.97 11$ 16+47.49 488.04 15 2.18 71.71 0.10% 0.07 5.84 0.13 0.32 2.72 0.88 0.11 0.04 75.45 0.08 0.25 0 TRUE 0.19 488.24 492.84 OK -4.61 RD2 17+10.74 488.46 12 0.32 62.92 0.01% 0 2.72 0.03 0.33 2.35 0.77 0.09 0.03 44.49 0.04 0.1 0 FALSE 0.1 488.56 492.93 OK -4.37 120 17+35.39 489.04 12 0.33 24.65 0.01% 0 2.35 0.02 0 0 0 0 0 0 0 0.02 0.03 TRUE 0.02 489.05 492.21 OK -3.15 122 10+30.38 486.86 15 0.0$ 30.01 0.00% 0 2.43 0.02 0 0 0 0 0 0 0 0.02 0.03 TRUE 0.01 486.87 493.09 OK -6.22 132 10+69.$7 4$6.41 21 1.1 69.87 0.00% 0 4.01 0.06 0.79 3.78 2.9$ 0.22 0.08 89.86 0.16 0.3 0.38 TRUE 0.2 486.6 491.91 OK -5.3 134 486.87 15 0.79 50,47 0.01% 0.01 3.78 0.06 0 0 0 0 0 0 0 0.06 0.07 TRUE 0.04 486.92 490.88 OK -3.96 128 10+29.09 4$7.73 15 2.43 25.16 0.12% 0.03 4.02 0.06 0 0 0 0 0 0 0 0.06 0.08 FALSE 0.11 487.84 4$9.83 OK -1.99 L a� U) a) 0 Of 1 a 00 M N co N 0 N 0 0 -0 0 n m w J_ LL ry CL D U U a� a� 0 N i Q' IL 0 0 0 0) Co �s- co O RAISE RIM C STRUCTURE TO MEET PF PROP o CU r.r.o N N O d- r- `-' O N 0'--- ~ 00 O 00 00 000 O C)Nd' QMNN LO �LO0)co d' r F- CV 00 + d - E- + d- dam' F- �` ❑7-d'0 ❑�d'ZZ 0 z 0 C~oz CD 0z z z C)�oz z (0U)P_ rU)F'_ - - rtnF-_ _ Sn� 112: 30" Basin - Circular Grate- STA 14+24.24 TOP 494.44 INV IN 485.04 (113) 106: MH-1 INV OUT 484.94 (111) STA 13+38.80 TOP 493.76 ti INV IN 484.40 (107) 10 o INV OUT 484.30 (105) fE r- M 104: D I -2A cfl (0 Ln w co STA 13+ 18.12 m,I- LID CO F- TOP 492.44 o + m 'dam- dam- z z INV IN 484.19 (105) o 0 Q a > O- INV OUT 484.09 (104) U) z z z 114: 30" Basin - Circular Grate STA 14+67.91 TOP 494.34 INV IN 485.36 (115) INV IN 489.00 (RD5) INV OUT 485.26 (113) 116: MH-1 STA 15+59.39 TOP 492.39 INV IN 486.24 (117A) INV IN 486.31 (127) INV OUT 485.82 (115) 117B: DI-313 6 ft Throat STA 15+73.96 TOP 492.51 INV IN 486.48 (117C) INV OUT 486.38 (117A) Lo IqLno o co, "t M 0) I- d' _(M�� mot- Z Z 0 Q W > > > ,coPZ z z RD2: 12" Basin - Circular Grate (Solid) STA 17+08.91 TOP 494.43 INV IN 488.24 (119) INV OUT 488.14 (RD1) 120: 12" Basin - Circular Grate STA 17+27.22 TOP 493.86 INV OUT 488.36 (rl9d 500 495 PROPOSED GRADE EXISTING GRADE 500 495 `" -°� ---- FIRE LINE' "' 490 % 490 o IF EXISTING AS NEEDED % OP. GRADE &rl O RD1 119 18.30' OF TOP 492.90 117C 62.92' OF 1 12 HDPE 485 1.71' OF 12" HDPE 4 0-0_ 485 11 „ g10 111 43.55 OF 1.48' OF @ 1.50% 104 20.XOF 74.04' F 21" H PE 8" HDPE 101 202.27' OF 21" HDPE 21" HD E @ 0. 0% @ 0.50% ~32.42' OF 82.58` OF 21" HDPE @ 0.50% @ 0.50 ° 17A 480 2-1v" -KDP- 21" HDPE 0.50% 14.5 ' OF 480 @ 0.5 p% @ 0.50% 15" HDPE 107 @ 1.00% 13.37' OF 21" HDPE @ 0.50% 475 475 470 470 116: MHA STA 15+59.39 TOP 492.39 INV IN 486.24 (117A) INV IN 486.31 (127) INV OUT 485.82 (115) 128: DI-1 STA 10+29.09 TOP 491.33 INV OUT 486.44 (127) 5n5 500 500 PROPOSED GRADE EXISTING GRADE 495 495 490 490 3' MI 4 N . 485 127 485 25-fi6'-flF- 15" HDPE @ 0.50% 480 480 475 475 470 470 9+50 10+00 1q1+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 9+50 10+00 11+00 9+50 10+00 11+00 STR. 100 - STR. 120 STR. 116 - STR. 128 STR. 110 - STR. 134 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 ,-. 0 oRD2: 24" Basin -Circular Grate- 0 12" Basin - Circular Grate (Solid) �. STA 11+15.48 co m TOP 479.97 , ❑ STA 11 +84.89 0 CO ,n 102: DI-2A � °o � U TOP 480.59 co c0 INV IN 476.16 (RD3) STA 10+33.27 � m � m INV IN 476.88 (RD7)d- m 202: DI-3B 6 ft Throat INV OUT 476.06 (RD1) co co r> TOP 494.24 co + � �-- 204: MH-1 o rn d INV OUT 476.78 (RD5) o LTn o 0 INV IN482.57(102) p�do-D STA10+00.37 o❑LON� mo O STA 10+80.39 RD8: 12 Basin -Circular Grate (Solid} o? + Lri d. 206: DI-1 a TOP 475.51 �, �� d V-,q Z Z STA 10+47.06 INV IN 4$5.86 (121) �i `� > TOP 478.39 r- � STA 12+52.20 ❑ ��j0Z INV IN470.34(203) r-d z 0 w-- INV OUT 482.47 101 Q 0__ TOP 481.24 Ci `� > > TOP 475.85 ( ) INV IN 470.34 (205) INV IN 474.44 (RD1) ❑ 0 z z INV OUT 477.45 (RD7) N c o P z Z INV OUT 470.60 (205) INV OUT 474.18 (203) � co F- _ _ -nr; aan 490 490 490 500 500 EXISTING GRADE PROPOSED GRADE 495 495 FIRE LINE ,A, 6.3 490 490 3.1' 1 485 6 121 485 3p,p1�4 15„ �pPE. 480 480 475 475 9+50 10+00 11+00 11+50 STR. 102 - STR. 122 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 485 i 485 PROPOSED GRADE EXISTING GRADE' 480 1 480 3 MIN. RD7 475 RD3 RD5 67.31' OF 475 �j 20 0Y44-0 9L b:-� F 8"_ 4E)F1E- B" HDPE 1 0.75% : @ 0.85% @ 0.7 5 /o # 4 2� OFF RD1 ; 470 30 , pQ 35.10' OF 470 1\ �a0©f 8" HDPE @ 4.62% 465 j , 465 460 460 9+50 10+00 STR. 202 - STR. 204 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 13+00 13+50 485 i 485 PROPOSED GRADE EXISTING 480 GRADE i 480 475 7 475 3.7' i 470 s i 3 470 205 42.97' OF 12" HDPE @ 0.60% I 465 j1 465 460 1 33 460 9+50 10+00 11+00 11+50 STR. 202 - STR. 206_ HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 12+00 5 0 50 PROFILE SCALE N CD N ri W u N ow N U7 E �N °? w w •E ~ V F- Q 1L~0 ❑--- , (!) U) ,-� W LL - Ldo o� z❑ z w a�U Z w Qa O Q) Ui > O U❑ W U� a 0#� (�WN� z U W Q ❑ Epa wwLL ❑6 mod. _ N Z d C L H O Q VN W �o5 ❑ 0M � nzz �- d- w o H w� ❑ �- U U w vi � zH 0 0= Q > � F- 0 W M N 0 = Q U ❑ *-i 0 O DATE cj) H ZD 0111112023 O DRAWN BY r K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI • SCALE . it/ =50 ` JOB NO. 47118 SHEET NO. C 7. 0 J L_ v 0 Y T n co N_ t� N a N Cfl C 0 CL W J LL Q fy rQ r D a U 0 U a� m 0 cl T I T T <I r 4.1. 0 0 0 a co L_ A STA 10y@1 ;'K'a TO 480.2,E \ 8�yp.�`�0/ I lV // 72 08 (10- .�, 9) _ INV. IN 475.66 (4-EX.3) 11%]V OUT 471.08 (0•-8) inn STA 10+58.13 4 5' DIA. MH TOP 481.41 INV IN 477.50 (BLDG 1 (BLOCK 11)) INV OUT 477.40 (4 - EX. 3) inn 495 495 FFE=491.7p 490 p 490 EXISTINGm GRAD ❑ PROPOSED w 485 GRADE O 485 FFE=481.50 480 ttBL 3' 480 = MIN. �)C. DG 1 (BLOCK 111) 475 ` OF 4 .06' OF 475 �� p'J 6" PVC 304°° @ 1.00% II NTE NAL DRO 470 CON ECTION 470 465 465 460 460 9+50 10+00 11+00 12+00 BLDG 1 (BLOCK 11) - SSWR EX. 3 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 B an D CichocId �Y � } U Lie. No. 53741 10+65.39 Tl-T521A. MH 2 STA 10+65.39IONALOP 494.02 5' DIA. MH INV IN 490.19 (BLDG 3 (BLOCK 12)) TOP 494.02 "TA +0 ¢� has~ INV I N 490.19 )) INV IN 490.45 {BLDG 2 (BLOCK 12)} (BLDG 3 {BLOCK 12 INV OUT 490.09 (2 - EX. 1} TOP 49272 ' f INV IN 490.45 (BLDG 2 (BLOCK 12)) E INV. I N 488.78 (2-EX.1) o Q ,-i w ' a, ,5 53 INV OUT 490.09 (2 - EX. 1) N o �w E oN 505 505 505 505 E L N (DE w = I- o ¢ u o U) � w C° USE CONCRETE RINGS € °_° E LU W -� ' w "' O E ¢ U 00 z F- a 500 500 TO ADJUST RIM FROM 500 ❑ 500 � o O o w p EXISTING ELEV (492.72) ! °- > N `�! a o O I (D W EXISTING TO FINISHED GRADE EXISTING E z M V Q GRADE (493.17)GRADE p � x (n ,- PROPOSED PROPOSED f GRADE GRADE o= o a w O 495 495 495 - 495 p ❑ T' FE 4�4 5� I=I= 9 - ¢ L, o p # _ ui H o ¢ cn 3' J `�' v "� w o� p ,� cYi ❑ ,I�fl N . E I N. � 4 E J. �- o w co -1 w p CD U-i 490 490 490 ; 490 ~ �— < BLDG 2 ( LOCK 12) , �U (D w �X. BLDG 3 (BLOCK 12) ' .51 0 4 OF 6" PVC P� F- f f o o @ 2.00% £4 6, 6" 0�0 6 PVC E = U @ 2.00 2.00% E (D `L 485 s 485 485 485 0 F- f W w N STORM PIPE 101 E v o 480 480 480 I 480 ¢ ,� € 0 0 H DATE E 0 0111112023 475 475 475 € 475 DRAWN BY I E K. ROESER f DESIGNED BY K. ROESER 470 470 470 i 470 CHECKED BY I B. CICHOCKI E S SCALE 465 465 465 r 465 1 "=50' i • s 9+50 10+00 11+00 9+50 10+00 11+00 12+00 BLDG 2 (BLOCK 12) - SSWR 2 BLDG 3 (BLOCK 12) - SSWR EX. 1 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 A 0 50 PROFILE SCALE CL IN oZS �e w J u u- O> 0 J � a a � m W J 2 � VJ Zi ry oQ QU O Q O U) O :Fm JOB NO. 47118 SHEEP NO. 3 C7.1 50.5 505 505 505 z 0 5 m 500 0 500 O ry PROPOSED EXISTING a GRADE GRADE 495 495 FFE=494.50 DOMESTIC MIN. E. -�-" ...�- 3.5 MIS LINE'B' 3.5' MIN r_, .. 490� EN.....A....ro..H.....,._.,,.'. 490 I _ 2.4' 1 1..9' 8" CLASS P2 6" C LAS 52 2 3, DIP WATE LINE DIP WATER INE w FIRE INE'E' z 485 U � 485 ui STORM PIP 121 w Z S= ORM PIPE 11 _j o TORM PIPE 13 U w z 00 w J z 480 w 480 0 = co w w w w O 0 >C O X x X C7 zui _ w 475 - co � 00 00 EO oo 00 p: 475 9+50 10+00 11+00 12+00 13+00 14+00 15+00 FIRE LINE'H' rn.r) Sn5 505 z 0 m 500 w 0 °' O 495 PROPOSED GRADE EXISTING GR1 500 DE 495 FFE=494.50 3.5 MIN. 490 490 6" C LAS 52 DIP WATER INE 485 485 480 480 i w f w 475 475 z 0 m 500 w 500 —U). CL n" w 495 495 FFE=494.50. FIRE LINE'H' 490 1' 1 4.9 490 MIN. 6" CLASS 52 DIP WATERLINE 485 485 0 LL 480 z 480 f w w w 475 475 9+50 10+00 11+00 9+50 FIRE LINE 'D' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 16+00 505 505 500 0 z 0 J m 500 w ux- �� _ PROPOSED- M 500 oGRADE E EXISTING w GRADE 495 E -- 495 FFE=494.50 3.5' MI N. E 1' MINI. 4.5 490 490 6" CLASS 52 s E WATERLINE DOMESTIC LINE'B' 485 485 _ i i LL 480 480 Z_ 0 E f VJ f w w 475 475 10+00 11+00 11+50 9+50 FIRE LINE'E' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 2" T1 2" TlY (D z 0 m 500 500 �w O m E PROPOSED GRADE EXISTING 495 GRADE 495 FFE=494.50 -.6' E 490 f 490 PE K COPPER T WATERLINE 485 _._. 485 FIRE LINE A E FIRE LINE F w E D_ O U 480 w (D N 480 06 C� � w w ui I i F- f_ J O X 475 f N U 475 17+00 18+00 18+50 9+50 10+00 11+00 DOMESTIC LINE 'B' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 6mes 495 495 PROPOSED GRADE FFE=492.50 EXISTING GRADE 490 z 3.5' (MIN.) 490 -� FIRE LINE'H' � o LU 1 485 � 485 a FFE=481.60 480 480 'PE K COPPER WATERLINE w U Z 475 w 475 � N w Q� Ua 470 N b 06 470 10+00 11+00 11+50 9+50 10+00 11+00 FIRE LINEF DOMESTIC LINE'G' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 DOMESTIC 6" 1 DIP WY bQu 495 FFE=492.50 PROPOSED GRADE EXISTI G 490 0 GRADE 0° 3.5' (MI .) w U) , 485 0 a FFE=481.60 480 LINE G'-] LASS 52 JERLINE 475 LL475 0 O V X co - 470 470 4951 4851 9+50 10+00 11+00 FIRE LINE'H'_ HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 2" Ti bUb 5U5 z 0 s m 500 w 500 0 a- � PROPOSED °- GRADE 495 [EXISTING GRADE 495 FFE=494.50 3. 490 490 'PE K COPPER q� WATERLINE € 485 I 485 w a- w O ry U 480 (D 480 w 0 d �_ 06 w w0 ui 4 wz _ 0- 0 A7. c\1 �0 U 475 12+00 9+50 10+00 11+00 DOMESTIC LINE 'C' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 5 0 50 PROFILE SCALE 495 505 505 FFE=492.50 �m 490 490 z 0 m 0 0-PROPOSED 485 GRADE 485 0 EXISTENG °- GRAD FFE=481.60. 480 .. 480 3.5' MIN. 1 475 475 6" CLASS 52 DIP WATERLINE 0 LL 470 0 470 F5 rrQ U) LU 465 u- 465 6" DIP Wi 500 PROPOSED GRADE EXISTING 495 GRADE 490 LASS 52 JERLINE 485 m w U) 480 Q z 1� 1� X X w � 475 (0 (0 �- �� 500 i i 495 i F .3' 490 f { 485 3 480 3; 5 475 9+50 10+00 11+00 11+50 9+50 10+00 11+00 FIRE LINEU FIRE LINE'K'_ HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 B an D. Cichocki �Y H Lie. No. 53741 0� , I ONALyCs N M N C) u t f w N 6 O`U) N E ON w °J E N. va C) Q u o U) r--4 w U. — ui O � Z � U) w a J U coMZ �Q 0 ui o rn O O rt V W N '-' 0 J SO�x U Hj Q w 0 ck� OQ =� CJ LULU LL U) _ N Z CL rr Lq c L' H o Q _5 N w OO � 0 �M fizz WOclow U w vi ~ 0 0 (D Q 0 � > f- o � w N w 0 LU = Q � U O ,_q Q Z p O V) DATE H 0111112023 O } DRAWN BY K. ROESER DESIGNED BY • K. ROESER . CHECKED BY B. CICHOCKI SCALE ill= 50' CL 06 1—i C) U) 0 > u < U) J w J LL �o � m J Q o � z F— O O 0 D a U) JOB NO. 47118 SHEET NO. '361 C7.2 _° 00 CL �z U0 Q � 0 C T O -a c C U m U) a 0 0= a) 0= z� 0 In �a o a) o n. o� CL Y 7 N U G ao U3 j .F/ L dEn L io 0 O U � L (U O U t6 -a 6 a N O N o N U L U O � U c .2 Q �a) a)__ -r-E N U 0 Y a. 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'°�... ��' <t"'�` f �' �<�, ` `��'..� ° �- ,.o „r '��/ a � E� � �l � 1j ' i �I #'; � � �� t v.•I � a` �.t iv �f°-�" ' / 3 �. b.,�} 01111120 23 �FB�Q' O \#�, � DRAWN BY x t p y= ! j � r � � � ^.,` � i?� ,� �' @ � °� �l B i} t, r y e it I ue ,,,s � „w•q ! J „��, # � � � are" ' ,,, ""„ � a � T 5 Y ! � � e. � •f v € j r `y �� `• ., ,�' y ti� .,.. �.,,a,.�.• � � ✓' � ,,, � 4 � 0 I � t � i i ' , 'O�„ �,o.' ; K. ROESER '..ei< „+" ."°� • ., w •° « 1 '! p t`�' ..q•"� <.ti J "PW' T;,� w..A VA ` "ib f i J i S Q i ,O ..� `, t�fi�a ; ✓� "" "' ....., w f $ ,r ;� .,✓ fb J .f § �°iCC a '} # # e }S" *y •< 5, /' DESIGNED BY tK. ROESER "� e' .,..� r,, o a. M ...... 9 I -'' f i C: �` �.. •�' ~ �° 44 y� i , ,p•' .,^•° M - i i `4 ,�. I i �,•„ .... ..A' I f t 'y`* k,•'t q �",.- ..."'«... 4 . ,.. 1 , s AA ff rs �� ° 8 tr i V 3 s O�fi 1 =` �" 48� « \ l / ° 4 } r ;� f r�ti_ w CHECKED BY B. CICHOCKI .,� .� ,� � 1 � '� � • w ' � 1 8 � ' � �' •� i f � � � � � � � < � ,,.,,.,,-'rrr"`r�� f � `'` � ` t 1 i � � 9 I � 1 I � 1 ...........�n._ _•.�.� i t � � ;� ., �. , � , .. �r;ter 1 I S„CALE . __ ... _.....:.. a SCALE 1"=20' .�=tor � J/J , •a.A.. �°" .s� - ~_ �... ��, �' , ;# ._ ''^y{ E a 20 40 Now cnc EEE £ 61 pE E 500 I E ff E 500 SDR - 280' EIGHT OF EYE = 3.5' I E EIGHT 9F OBJECT = 3 5' 495 _ I 495 f 4gE I f E t 490.- 490 I PROPOSED � � SDL 280' F EXISTING GRADE` GRADE 485 I E 485 E E 480 ' I � \ €! 480 { € EIGHT OF OBJECT = 3.5 E i I i 475 ..-».,...------ _„ E _".»."„ _»_._ � "_. �' _ _ , � 475 f f E k � € 470 f f d 470 s=so iaoo ii+oo 12+00 13+00 14+00 is.00 HICKORY STREET - SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 16+00 16+50 �o JOB NO. I I 47118 SHEET NO. C8.0 0 1 0 It N M N G? N r O O cy w LL 0 ry n w U z H I- 2 C� r C6 U U a� a) /V/ 0 ❑ N_ r r Q n O O 7 O w C6 r cM 0 i Eplo nzii r or n I A co w # r � # tea,` '^,' f 0h f f # f #�, �'� � °� �..•s CD 7 ------------- 0 t I # t # } h gA f f i 0). �...ti ..... . ! aa yy i 0 1 t # V i cod r t 1 s !} 0), } } t } Ar 96 1 ! f 495 } 1 .-... „,.,,. ...-. ..... ..... ..... ..... ..... � ....... ....... ....... .,w ...... ._._. ...•. ...« ...... ..... ..,... ...... ..,�.. ..... ....« ..... «.•. ...... ....... ...A. ...... ..... ..,. m,,, •w„ �.. �� I oil" 491 49249 490 k. t SCALE 1 "=20' 0 20' 40' NOTE: STREET PARKING SPACES ON HORIZON ROAD THAT ARE LOCATED WITHIN THE SIGHT DISTANCE TRIANGLE WILL BE REMOVED WITH FUTURE EXTENSION OF ROAD. 5n.5 SDR - 280' EIGHT OF 500 OBJECT = 3.51 I I 500 f HEIGHT OF E1E = 3.5' 4 495 495 f 490 f EXISTING"" 1 GRADE ° 490 E f p ii PROPOSED f GRADE f i 485 i 485 f(( t f f 480 i i i € 480 s«so 10+00 +00 is+sa HORIZON ROAD - SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 Bryan D. Cichocki Z Lac No. 53741 9�- 1 jONAL� N M N 0�i W N � � � � C)N LLJ E w � a=' I— o V Q) :5 0 -- V) Q U.m tj � ()r, Lu o W M r�-1 Z Z Lu w Lu ate � O w rn U riEy- LY (�ON� O J �O �XX� U Q Gd ai LL ce p � O O Q Q d. w Z LL LLI m L0 O c Ln V) oQ n W Q = LU O Lu LLJ O 0 t� F-• Q U U W � ~ � z� O O = Q C7 cl Es 0 M w 0 Lu = Q Q p r♦ ri O H DATE 0111112023 O } DRAWN BY K. ROESER DESIGNED BY s K. ROESER CHECKED BY B. CICHOCKI i SCALE • 1 "=20' s JOB NO. 47118 SHEET NO. 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Lumens [MANUFAC] Description ED6 B 1.000 1695 U.S. ARCHITECTURAL LIGHTING RZRB1-PLED-III-W-20LED-175mA-40K 2 B4 1.000 1650 U.S. ARCHITECTURAL LIGHTING RZRB1-PLED-IV-FT-20LED-175mA-40K 7 DL 1.000 903 PRESCOLITE LFR-4RD-M-10L40K8XW-DM1_LFR-4RD-T-CL-SS 4 SL 1.000 241 Kuzco Lighting ER7108-BK -E] 1 V3 0.950 21003 U.S. ARCHITECTURAL LIGHTING VLL-PLED-III-W-80LED-700mA-NW -E] 4 V4 0.950 20452 U.S. ARCHITECTURAL LIGHTING VLL-PLED-IV-FT-80LED-700mA-NW -E] 4 V4-HS 0.950 16903 U.S. ARCHITECTURAL LIGHTING VLL-PLED-IV-FT-80LED-700mA-NW-HS { 11 WM 1.000 1346 HUBBELL OUTDOOR SG1-10-4K 2 WM4 1.000 4226 U.S. ARCHITECTURAL LIGHTING RZR-WMI-PLED-IV-FT-20LED-7oamA-40K-HS 8 WM3 1.000 4237 U.S. ARCHITECTURAL LIGHTING RZR-WMI-PLED-III-W-20LED-700mA-40K-HS Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Parking Lot 1 Illuminance Fc 2.19 5.5 0.6 3.65 9.17 Parking Lot 2 Illuminance Fc 2.37 5.3 1.1 2.15 4.82 o.3 0.6 0. 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I 0 f N. 3 Prepared • MH = mountingheight in FEET e -M • w..�. - . k , _ .3 a g 0 0. 0 . 1 " 4-: 1 0. 1 d . 1--D . 1. "" 0. 1 0 . 0. 0 0 . 0. 0 "° °-;�...�", : _ �.-� ' f 0 0 wO�: Q_,_ 0'. 0 8 ��_ _ 0.. 0 ..,"_ . LIGHTING VIRGINIA CENTRAL - - 4000 2 Southlake Blvd.~ MF� ..-_,_�_,•, ON Richmond, VA 23236 -"'' �1-:"�7 0�,. 0 0. 1 0. 1...,....~ -•0' : : 1" 0 . 0. 1 0. 1 0. 6 '-a':`�i"` : [1- �. Sl . Q _ 0. 0 _ 0. 0 0. 0 0. 0 . 0 0 0 0.0 0. 0 0 0 . '` 8 .0 ,-- 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 . 0 0. 0 0. 0 0. 0 Tel: 804 - 3 7 9 - 7 7 7 7 �. ,�,.».m". �.._.....,. :--..M.,....._ �....,�.. � '.t,"',, )---�-�." f www.lightingvirginia.com """ N , ~ .~ ~ - »� _ _ ,-._ »w„" _� ---- M,. _.._ 1O+F� +f. NOTES: + w + ~ w,� - + + + + + + + + + + + - TM_ y a o.o 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.o a.0 0. o.0 0.0 0.0 0.0 0.0 ��.o o a.o .o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.� �.o o.o o.o o.o o.o 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC .>;sa: 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN ~-~""""�� =�..» «,>. 1 1 THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT 0. 0 0. 0 0.0� -~ 0. 0 0. 0 0. 0 0. 0 0 . 0 0. 0 0. 0 0. 0 0. 0 0. 0 . (I' 0. 0, 0 0 j . 0 0. 0 "I:"t0~~"l �J _. D�, Q _0. 0 0. 0 O�T- 0 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 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 �-�"" ��=" �w" •� •. .' q �'w ""`"'�< - :-, �w OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE O. 0 r'�. O' O O .. „�. �-w ..•-b.r3. 0 0 . 0 . O:'�» 0�-4� µ �0?fl m, 0. a 0 . 0 0 . O0 0 . 0 0 .,' . 0-8-�-� n 0 . 0 0 . 0 0 . 0 0 . 0 0. 0 . 0 0 . 0 0 . 0 0 . 0 '0. 0 JURISDICTIONAL CODES. n .,r,..,,. - ram•" 'rw �„ w�-.. 33 0. •,,,...., _,,,_ ,..,.,,.,,lt W.:•a' �� 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY �~ .�"w '"�• � )¢ � � � a °� � � �-'",, AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION CRITICAL SITE INFORMATION (POLE LOCATIONS ORIENTATION +r" + + + + + + + + +; + + ;c�- + + +- + + + + + +� ++� ,,.w • , 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0, a.40 a�:"�"''o. 0. a \o" 0 0.0:o o.o o.o o.o o.o o.0 0.0 0,0 0.0 0.0 0:0 0 00°0�`"0or "o>000"o o o oo `oM MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE „."m.� �j/ �°� (af r PROJECT. ' �~•Via. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO + + + + + +4YwIM"1 + + + + + .. + + �+ + + + + + + + + *0 + + + + + + + + + + + + o.o o.o o.o o.o 0 �""" 0.0 0. 0.o 0.0 0.0 0.a o.o ,o.o a.o o 0.0 0.0 3.0 ` .0 0.0 0 o a.o 0.01E o.o o.o o.o o.o o.o .o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE `� h. j MAY AFFECT FIELD RESULTS. rha �E•. ( „.. axsraxz, •eir.:sw::u rxaaian x«avma» w>szaus :z's'xs o aR:+,»::a:an rar 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE + f++ ""`��- . + + + + + + + + + +% + j+ r + + + + + + + + + + + + + + + + + + + + + + + OWNER'S REPRESENTATIVE. 0 ° 0.0 0.0 0. 0.0 "0':Q 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.D,, 0.0 0.0 S+0.0 ��,�.,0 ,0.0 0.0 0.0 0.0 0.0� 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0-^tl 0 0.0 x 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE �Id 4 ' Hzx 1 j 1 x DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED ORz,� + + + + + + + + + + + + + + 'w + + + + + + t + + + + M + + F + + + + + + + + + �� ., wh PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. 0.0 0. 0 0. 0 0 . 0.0 0. 0 0. 0 a. 0 0. 0 0 . a 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 . 0 (� 0 . 0. 0 0. 0 0. 0 0. 0 . 0�,11 =Q mO ==�3 o 10 0�"' `b 0 t , 0 0 , 0 0.0 0.0 0.0 0.0 0. 0 0. 0 0. 0 0. 0 0. 0 0 . - 0. 0 Q0 M E O N OV N � >E E w 0 5.., n a- Oi a J U CM 0 rn U W N d. H � � 0X � k-AU CN j C Q � rn N M 00 J � H 0 Vi Z) 0 w w F•-f Q z O V) O • __i W CD w 01 n� 0 N N Qo ri W w z� z w O z 2a O D0 w a 0� O J U H� Q p �� '- 0 � Z w' O H U? 0 Q j o u_ ww 0 p Il z O w L Lj I� U U �w w O= U � Q H M N w o N 0 DATE 0111112023 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. 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"' ."Ve.."E..,�.,�,��Y�,�q,��q:�� ,�q:,��,�ly"��.;r"�,�,C�,��,",,',�",�,�:�:��;,',,��;";��,'e,, " , IM", , �� ,",",�"w';.-.�', -.,�,,,,�3'--��A.01.1' � M_-i", ,. , i��,.','VIK',�,111"NfF�,f,�..,,f.-'.,!�- :': 1-ft1'5;,NA0 �"g ,�.�.,','.�:,,,,,,,,�",N"".k��.',�;,,�,,,�,-"'� ��:,'��:�k.�:�,.:,.:,.:I.I.I.� :11111111111 .. . ...... . Architect: TIMMONS .. .,�,�,,.,,,,,�,�,,,.�,,,,�,�,,.,,,.,,,,-.,,r",,,,,,,,,�,�:,,,,,,,,,e"",",� . i i �, " "I'�'�'ll�l".f".""",',!��',�,�",."..,",.".-,.".*:�", �:,',,,,.,, - .. ��% - - - - - , , � v,�: . �111-. .e. ,��...'�� i; ... - � ", ,�,, ,,,� ", ". ,,,, , ,� ".(.."111. J.,R��!� ... t,,. 1 ., , " , I I 1111..-4�.121.1111 w,g ,��,� ��.�,.�z,v,�l�'V'�,�::t:":,V"; . , , , , , ". . . . , � �, �., I , is W , , , 11 ,'I , - UM : . ,,, , ? 1R1111J,R11",,%91A �11 � U,� , ,", , ,'p,,'.n 'v"j,-, m ,,.��,', - � , i :1. .. .! � , . � �. �,. -,,� � � ,�, ,,, '�. ��. "', " '! ", ` , '. , " " . , "I", In" 6 " " 1 " I I .'� �V CENTRAL. 2[1430EUT� ....,....,".... ,`,112 r,',' , ",�, .. �, . I .111, I 11`�",V� Ml -; W, � 11. 1'11114� �� ,�,� " 11 , .1 1p,�,,�,, -,, , IM 11 I ., 111, vle ,*'Al �, _N ",,R,'�, �11'1,111�', , 1 "� PROJECT NAME: SOLID STATE AREA LIGHTING FIXTURE TYPE: RAZAR BOLLARD -LED " S P E C I F I C A T I 0 N S 14"- 0 PT I (2, A I.. F I 0 I. JS 111'4 G 1-056nim) I --- [ Heavy cast low copper aluminum (A356 alloy, <0.2% copper) 81, assembly with integral cooling fins. The Optical Panel (2031T mounting Surface is milled flat (surface variance <±.003") to _T facilitate thermal transfer of heat to housing and cooling fins. Minimum wall thickness is, 1 8811, = , - SHAFT & BASE Extruded aluminum (6061-T6 alloy) riser welded to heavy cast aluminum (A356 alloy; <0.2% copper) base. Riser has minimum wall thickness of.] 88'. Electrical assembly including LED mains driver, LED Emergency driver (optional LED-EM) �jlth batteries, and quick connectors suspended inside riser. 42' Concealed bolts attach the Optical Housing bolts to Riser. (1 U67ff Four 3/8" x 10' x 2" galvanized anchor bolts with couplings, leveling nuts, washers, template, and stainless bolts. PLED" OPTICAL. MIODU LES f-L-i-A - - Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and enclosed by an LED refractor. The asymmetric distributions have a micro -reflector inside the refractor that re -directs the house side emitter output towards the street side and f +i h ;14 k; 114; 1 + n * + �_� W-a �0 � W�4� � � 1.1 I:;; "& W usal��" . ,:7 lu�, %ila ulv,- injection molded HI 2 acrylic. Each LED refractor is sealed to the PCB over an emitter and all refractors are retained by an aluminum frame. All refractors in a Panel have the same optical pattern. LED refractors produce standard site/area distributions -Type 11, and Type IV. Panels are field replaceable and field rotatable in 900 increments. LED DRIVER(S) Constant current electronic with a power factor of >.90 and a minimum operating temperature of -40OF/-400C. Driver(s) ------ 20"----J Is/are UL. and cUL recognized and mounted directly against (50nmfn) the Electrical Housing to facilitate thermal transfer, held down i__ - by universal clamps to facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. I! Drivers accept an input of 12Q-277V, 50/6QHz or 347V-48OV, on 50,6OHz. (O - I OV dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminalre supplied with 20KV surge protector for field accessible Installation,) _�� 1. E D E IVI I TT E IR S High output LED's are utilized with drive currents ranging from 175mA to 35OmA. 70CRI Minimum, LED's are available in standard Neutral White (4000K), or optional Coot White (5000K) or Warm White (3000K). Consult Factory for other LED options. i (1( AMBER LED's PCA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to LPS lamps and have a slight output in the blue spectral bandwidth. TRA (True Amber) LED's utilize material that emits light in the amber spectral bandwidth only without the use of phosphors. r---\ — FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 1400F, Four step media blast and iron phosphate pretreatment for protection and paint adhesion. 400'F bake for maximum hardness and durability. C (�D U S MADE IN THE L131EU US& PATENT PENDING 660 West Avei�e 0. Palindde. 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R'i& I �,I.�,,�, . . 11 Ili , ZiN �, . 1, ,,,,,, ' : , 1, ..; . � 1" Architect: TIMMONS ,V��,e .� : ', I . . � , � � 11`1�1`1111�i f, �;� i � - _2 :1, % 11! i I � � '� 1� i �A � " a � I- 1111!1111111090mill'i * E111 ANCHOR BOLT ASSEMBLY —Template Screw / Replaced with ,11� stainless steel bait . rem � __ of fixture installation. "" \-Template I , N, FX . 11�_ I — Female // Coupling --Jam Nut —Anchor Bolt PLEDO MODULES T� . . __ ____ Fi-va-s _*1 , U 1 20 LED Module I - - I ,,,, � � - � , '�� , 5-5-u-s 7e 5-7 -a -a a -I ?11 -J 1". 44lu � . W To D *I Ai_��, [�� RZRB2 2 X 20 LED Module' Avoilablein: '01 STRIBUTIONS MAY BE DIFFERENIT 2 X 20 LED Module OVERVIEW _____f_� PRECISE CAST ALUMINUM LED MODULE. HOUSING MAX INPUT WATTAGE IS VENTED TO PROVIDE AIR FLOW FORTHERMAL #OF DRIVE CURRENT LED's 1157-1 HID EQV. 350mA HID E01V, 111�1 _;;ZeZ 5OW 44W 7OW _q "" LED DRIVER ACCEPTS FROM 100-277 VAC INPUT 1:1`1.119W1 J50W 22W 7OW VOLTAGE, S'P�ac;/Ofded Exonripl%w. RZRB1 IPLED-IV/20LED-35OmA/CW/277/RAL-801 9-S/DF 1111.1 .. I . 4 M . .1-11.11.11. ..... ..., ........ .. - ... I - .... ............................ 1___.______,____, -4 - -1 11 *� ! p� , I , . -O.kiel',�GIII'l�.� I 1- 11.1-11,111, 1-11:111,119 ''I ,- - maw ---- MODEL OPTICS LED MODE I I FINISH 11 OPTIONS FZZRI31 11 PLED-111-W 11 20LED-175MA1NW/XXX/XXX Xxx MODEL OPTICS LED FINISH OPTIONS PLED* DISTRIBUTION TYPE No. LEDs DRIVE CURRENT COLOR STANDARD El HOUSE SIDE SHIELDING R2R81' TEXTURED FINISH .................... HS-PLED M RZRB1 El TYPE 11 J1 20LED W 175MA' IN NW (4000K)* 0 BLACK El HIGH -LOW DIMMING FOR - PLED IM -11 *STANDARD RAL-9005-T SWITCHING BY OTHERS/SELECT ....... R 350MA El CW (5000K) El WHITE LEVELS 50/1 00 OR 26/1 00 (EXAMPLE: HLSW/25) ..... HLSW El TYPE 11 FRONT ROW 0 RZRB2 PLED-WFR ..... EM RZRE12 0 WW (3000K) RAL-9003-T 0 SINGLE FUSE 0 40LED 0 TYPE III MED. ROD OTHER LED COLORS AULABLE CONSULT FACTORY El GREY RAL-7004-T (I 20V & 277V) ......... SF 0 DOUBLE FUSE PLED-111-M .... (208V 8t 24OV) ......... OF 11 TYPE III WIDE VOLTAGE AMBER' 0 DARK BRONZE El EMERGENCY BACKUP.. EM-RZRB PLIED-1111-W. . � .M El PHOSPHOR RAL-8019-T THE EMLE0 SYSTEM PROVIDES POWER TO THE 0 120 CONVERTED El GREEN LED ARRAY TO MEET THE FOLLOWING LIGHT LEVELS FOR AMIMAUM OF 90 MINUTU: F-I TYPE IV r PLED -IV. 7 M 0208 AMBER PCA RAL-6005-T RZRB1 v 90% @ 176fnA , * .... El 240 RZRBI z45%(9356mA 171 TYPE IV __ 10 I 1) 0 277 El 347 1:1 TRUE AMBER TRA FOR SMOOTH FINISH RZRB2 = 50% U tMmA RZRB2 - 36% a WmA PLED-lV-FT ..... 171 REPLACE�SLIFFIX'T* 'MULTIPLY THE % ABOVE BY T14E LVIVEN OUTPLT U 350tnA 480 WITH SUFFIX'S' (EXAMPLE: RAL-95W-8) OPTIONAL HEIGHTS: ^1* NOTES: I - DIMMING NOT AVAILABLE IN RZRB1 AT 175irA DRIVE CURRENT - ��i;;i:��:�:i:!;�:!;;:�:i!�;:I!;��!:;i!;;�!;;:!:�:!:�:!:.:!:�:!:;:::�:�,-",', ;� . i��:ii��;i��;i�l�$�,O'F'�,,.,'.�',,I , . El 30' 2- NARROW BAND A,AA8ER$ HAVE NO DEFINABLE COT EQUIVALENT _150 �P..',,..';,,,'Y'.�'.��11.1.,""...".":� . .,�,.,�,.,�,.,,,,.,,.,.,.,,....r,.;,.........,�.,.,.,...'�:� - .;; , " * '"' :�:: !..i I 0. ,.';� �,- I �,.,,Js'.....,. ... 1, , ,,.,.,.,.,�...,.,. . ... ii 171 36" . 9 4�W West Av,onua 0. Pc4indo:9. U.S. Architectural Lighting Rma (661) 233-2(= Fax W�W.Usaltv-com CA 93,s6 1 (661) M-2001 I I 0 U.S. ARCHITECTURAL 11= mmx�iMl ------- __ - 3d On: Aor 3, 2020 2/3 Index Pane Submitted by Lighting Virginia -Central - ------- ti�l�f�4f;�.,I""�-i�,e�,�t�-i��F�V��,tpt. - � , , !A�t ,;-, Job Name: �NRI�, " `ii.T,�.i*:��Vt��O�?,� . .. � , ��. ,�;-�, I gr,�'Q,014T ,"� , . , . (new) Southwood Subdivision 1 1 & 12 - REV. ,. , . , �IN'0`..,.. ; t..."', I 11 I . '' � I I :� , ,", ", . _� fl). ,i1-1V1K_0,INt&,..,;� 1 .,O. . _I (;. �: .. . 'I'vVii- , "A' """""'i"', i. �?d_ I I ,m"MiM�,JM.7. ,v�,�` I Architect: TIMMONS RAZAR BOLLARD -LED LAMP/ELECTRICAL GUIDE 40 LED 40 PLED Optical 2,801- 2,452- 2,561- 60,000+ -20'F 22 120 0.38 Module - 175mA 2,808 2,459 2,568 277 0.17 NOTES- 1. Max Input Amps is the highest of starting, operating, or open circuit currents 2. Lumen values for LED Modules vary according to the distribution type 3, System Watts includes lhe source watts and all driver components. 4. Fuse value should be sufficlent to protect all wiring component5. For electronic driver and LED component protection, use I QKV - 20KV surge suppressors. 5. L70(l OK) - TM-21 6x rule applied WARNING: All fixtures must be installed in accordance with local codes or the Notional Electrical Code. Failure to do so may result In serious personal Injury. 660 Vk-ut Averme 0, Palmdule, CA 93551 U.S. Architectural Lighting PlIOI)e (661) 233-2000 Fwt (661) 233-200 I U.S. ARCHITECTURAL -------------- "vem.usali"I.Com 0 ffm IMEMM�M1 I Submitted On: ADr 3. 2020 I Index Paae Submitted by Lighting Virginia -Central 11,�,�l,.',"'�,-;�,,:,,-,-��'-I�,.,:,%.:��,-..Iit I . " , v " " --,!,��W,V '"'" ..-'�� Job Name: OF"'r �80, � .1 ffii- - .�.8��:.',,.. ,��,j, :.LIGHTI N%�,(-�i� . , ,. ' J. `i, , ... (new) Southwood Subdivision 1 1 & 12 - REV, 1 a ;;,VIR(3 �,ljgrk, 14.IAy`";- � -,I U`g'a�� , ". 1,;t. ?Iq" �11.11�1).�)rlllg�ll.�1;71.-Inyuo�.,�,.�e(y��,'��i , ", � , Architect: TIMMONS RAZAR BOLLARD -LED LAMPIELECTRICAL GUIDE. 40 LED 40 PLED Optical 2,801- 2,462- 2,661- 60,000+ -201 22 120 0.38 Module - 175mA 2,808 2,459 2,568 277 0.17 NOTES., 1. Max Input Amps is tha highest of starting, operating, or open circuit currents 2. Lumen values for LED Modules vary according to the distribution type 3. System Watts includes the source watts and all driver components. 4. Fuse value should be sufficient to protect all wiring components. For electronic driver and LED component protection, use I OKV - 20KV surge suppressors. 5. L70(I OK) - fl%-21 6x rule applied WARNING:AJI fixtures must be installed in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury. 660 Wesl Avenue 0. Fuirndcde, CA 9,3551 U.S. Architectural Lighting Phone (661) 233-WW Fax (661) 233-ZO] U.S. ARCHITECTURAL W*W.LiS(;It0.C.0fn C3 I= . 1.. _ --- � ____ ___ ,qijhmittPd On- Anr 3- 2020 3/3 Index Pane . .1. ...,;,.i.,.tf�,��,�i.�,�.�,�,�e',�.�,�� ........ .,,._.,ay.cb .. .. .... ,". ..". ., ..,. , Submitted by LiQhtin2 VirUini a -Central .1 � � -A.: .28'."R, IM �p �' - " It �, , ,��',-�",.,�'�l,':��-,��:��:�:8!,�,�;�:,:,.,:�.'i., 4, r, " � ,. � �Nfv',� 4,',,'��, V M V � " , �. . -1. ,My I , � V�,,�M i . I 9. I .0 , $0. , �: � IN, I � I 4 _1 , W. 11 I I - 11 t 1, i��. �k � , � V t E'.Y�,R;�I�;M0 QUM � V, , V. . . I. I - - . " ", ._". M . "'Ok'n',too.q. I., .. � - � . IUM IR 0vv0,'RRM-"�, .1.1 �� ,,Q ,�",��;:-t�fl, . , V,. I .. � ,.it , , , ".., �M ,_ R I . � - - - %,--'�J� 1�0N, -1,1114ffi,,:y�,,�.,�. , 1�� J, . � �. I , . : C � '. � E),� , 'I I �",..,o """ � `�11�"`, "" '�*� `;`,, � , 1 ,. , , M, IWI , , . , ,_ . 11"'AF � I_ I Job Name: � Wk ,,, , " 8'. ,' .." A t.� .". 11-.1 :..p?��Yn��Ii" 11i . .1 � I .... ...... .., WKE 11'1� " , " . "', "I" I , , * " I . I � �, - '"'M�, '", , , , . " V , �, � 4, , ,. , "__ .�,:�WUM ,�.��!��,�Q'�,�;,�,,��,�X�,,�,;e'��!,�I " �,M.MNWH-,o , " ., �e ". .1111111.1.1y..W4M � ,::.,..:�.",.:i.",.,.,..",.�.�:��;�.��.��.Q�Q�q:� ,� , , 1� ." . �' � ... _ " , "IM, ". , "P... - - REV. " - _. . .:. .. N,R 0? `,�.""; 11 `1�1 I 14 (new) Southwood Subdivision 1 1 & 12 - "', 11 . � , ., ., _".." '.."11 ..". " 11 , ,�, . 11 �:,� � � ..'. '. R ,".� ,,��, 1.11.11- . ", ! ` % 1 � , - R ,-, ,;� ., - ,14 M., �, � 4 F,;,.. DA. ,.. . � - .. - ." �, �, ,,.i "". ".. " _._ X 8 , .. _-, "�- ; 1� ... .1'.. 15 , �, -, �, ,�, 1111��111N . , ,� , , ,4 1 .U. me . ..... �Q.. I 11, 1 huv"�,, I "I lt ,'!!!,:��;", M 1-.""-.""",��V "I'l��,��.11��,,�";��'I'll'��.,�".�,,,,�!�:�� " . WIWI ,,,c,,,c-�-.,,��,��,��,'.-,��fi,.�'�,��';. _ V , , , '� . � '� - 1 .:��""��q�q:q,�.,,.'��"q:,i�,,��:.',.,��.".'.� , : ,, ,, 141 r 4;1. . . .,.� "', , , , !;""',"�",!,, . -, 1h , `fv, I 0 11 .�H.,!: �-.�'mnn�'. �q�q�k,4,��'��,."";e��,��,;�,;f�"',�:�;,.�,,,�:";��:�:.....".,"�."..'..', " ..�8�,',��l."'.��.4.��,�.��4]�'.'.�",.��,'� R,�,, , ,I " Architect: TIMMONS *-,,� *� �," , 3 " 11 �', , I � �� :,� " 9""".:�z".,.�:��:��:�,�q��, , le ` ,ill; .,.MM.10N. II IM el-11 , , . �. ` , V .�,: M , f ., .�,'�6� ...,.' :1 o ,1� .,� ,% , " ,��,'g',, `,,,,"",,;',.g. i-PIRI.-A 1. , - - - , � Q., � � � � � V ��,, �. 1� "'g"f, ��. , � V. ,��',�,,*,,',�",.��,.',.',�,,,'..', `,:'.0 � 'e"e,v I . I , � , M��,R., - I - , . N..* .�,��." � "', ".1*16"Me'le I ""l - � - �`-,` ","'.";., .". Mlm.�"41-0 1 i'. , I'll, 11 I 111 1.01 _. t.- r - ,,,54-1�,�. ,�,.-',1.`,,.,., ,,"'i � 1-111111.111-11 �-111-11111 ___ - - ___ - - - V., - ,... � . ; i DATE: 'I LOCATION: . i Grescolite ! . -------------.--.--- TYPE: I PROJECT: ........ ............................. . .......... ........... t ............................ I ................................................................................ � ........................................................... L ........... I . on% I" W% CATALOG 9: - __ - LFm=4KD I LITEFRAME 4" ROUND DOWNLIGI-TT LITE 1 2,0 ".. " FEATURES :."y . 19 - I 11.11 - 4" LED downlight delivering 1000-6000 lumens �,.: 11, yq I - Direct Install from below ceiling for New Construction or Remodel I - .11.1�1.1_. ,�'�,,� R � :!.., '. ,.� el applications ,.�1.1,�,,��c",:e,!e,%�,%�'le��z%.,Z�.�,,��?.�?,*;,�� ,� �1, 44 . t,�F � I �111 - Optional housing accessories available p tsRIP,` "ll,.11I.-ile"'. : ..'-�, ,, "I" " "" I 1'11�1'v�'11.1'1111 "t ........ .. .. . 42's � f.,,i.,�.!, I ,gl,,,,,.S� ,N;;:,�.',,,.�.,��:"..�l , - Five beam distributions �,*,,,,,�,�ir, ��`�,,,,��r, - il�1!1_1' I _� �; i I "' �f K ,(�,w�', e D-11 ,,� R �,,�r _.M - 270OK-5000K, 80+ and 90+ CRI (2 SDCM) w,�,;,�g,"�i , 1A w 1�1 " ,;. , � - 'm �� - - 0�1!1 A I : .� .1 . I - �, .1 , ,I , � P", V, .1 I, ;�_i - Dirriming protocols Include 0-10V, Phase (Forward/Reverse), DALI, DMX, ; "'i I 1�1'11W,11 �; 118,11,11h �'IIWV� " M .1 I I A "I 11 . - � �11 . -, Lutron 2-wire Forward Phase, and EcoSystem ;��& jk:.( .1 - - NX Distributed Intelligence' wired and wireless controls capability available 1.". :?� �.. :�z � I i .. � . RELATED PRODUCTS SERVICE PROGRAMS �' I !,�- �7 r 8 LFR-4RDS 8 LER_A!3� 'c'!�-1",��.."If.ell�illi-ilyle'lli�"<��,��, ", ; � . .."J" Shallow STOCK0 ,;, ccpaus 10 Y, Vidi CL Lens OpOon R 6 LFR-4RW 8 Lite'rrame 11" .1 1-.i EM!!Y 11..r " lil� I. .., CONTROL TECHNOLOGY ,1114 ,�, X11 Ny�_) DISTRIBUTED' . INTELLIGENCE SPECIFICATIONS - Standard Fixture Module designed for Non -IC, Direct Install construction - Optional Non -IC frame or IC housing available with pre -installed b,ar hangers . Die cast aluminum fixture module support ring with spring steel clips for secure mounting to ceiling - Driver J-8ox can be installed and - accessed from below the ceiling as direct install or easily snap on to optional housing frame/enclosure - Ught Engine connections use plenum rated (CMP) cable OPTICS - High purity spun aluminurri reflector, self -flanged - 57' visual cutoff to source image and 31' cutoff to source - Specular or Semi-SpeCUlar anodized or White painted corie reflector finish/colors - Painted flange options in White or Black - Optional clear lens trim for wet location applications - Wide Angle and Soft Focus lens filter/clip accessories available ELECTRICAL CERTIFICATIONS - Chip -on -board LED with 2 SDCM - cCSAus certified to UL 1598 . Multiple CCTS, 80+ or 90+ CRI - For ��501_: Marked spacing required 36" fixture - Long LED life: L90 at >50,000 hours (TM-21) center to center-, 18" fixture center to building member; 0.5" above fixture . n versa vo age - r ver, - Suitable for wet locations, covered ceiling 347V optional when used with CL lens trirn;all other - UL Class 2, Inherent short circuit and configurations, suitable for damp locations overload protection, RoHS compliant - EM/EMR: Certified under UL 924 standard for - Flicker -free dimming options in a wide range emergency lighting and power equipment of protocols from 1% to <01% performance - Approved for 8 (4 irV4 out) No. 12AWG - 0-10V, Phase (Forward/Reverse), DALI, conductors rated for 90'C through wiring DMX, Lutron 2-wire Forward Phase, and EcoSystern options WARRANTY - 5 year warranty - Integral and remote emergency battery options available - See HLIStandardWafrant for additional information INSTALLATION - Accommodates ceiling thickness from 0.50" to 2.50" - Fixture Module including driver fully accessible from above or below the ceiling - 10L Fixture Modules are inherently protected IC without the use of IC housing enclosure. (IC housing is still recommended when using loose -fill or spray foarn insulation types.) 11,��gow; `11�111�1.1 ..'��.,,,.,,-.-.,,c,,,!,,,.,,..,,,�.,,.I,�,,..,,�,..,��,�,,i, ,". 1. I I . 11 ��i:,. -Iul". � � , � , � , ". 1. , , ", .. ...,". 1., '' __.. - , cc".. , . . . I .. ,..i.*1-'.1.*7'141.1t111 - , .�,,� _._ ........ ev M ... - � . � V., .� , ---IV, , V � , - ...... r' P.P.- f li, 11, llx�' V .. ii.b. .. .V..Mc R. t Pwity NA�. �`fp , .1 ... ... �, �.., 11 1, . mectrUlf , - * . : M�I�` ,� , � a � �.. . ..; I+- ,� ", .... 1*.1i 11 I . I " _ � ��, . � *.1i 'N , V — � .. , �",i�",�'..".I�..t,��,�,.,�.��:��!�,�. 'i.,�:�.�%�-,�,.�,�:,�;,�,�.'�:,�.,�,,�:,�l�l�l,�,�l�: , "4 . . !, 'Wffi`65W' "h'�4i�i��;�,'.,,";"�,.""""",��.,',,""".",,'��i�,� 1000-6000 """ . I I - . " , -1,11'r' .q ,,�' . , , gy, ,)'..'.,""�"'..,�.;""�:,:",,,,",I "I.I., "I". , gt'...'t., ., . ..... . ,. ��,� . , , - 1 . .1 , " ,R0 I 1. I .1 '' " ,� � �(� i 11 ,�'ll."�y�,�,.:�.�,�.:,��.�.�,��t(?,�",..��"..��-�� .,.:,,. 0,",,Zi ,� . � " ,.., _ ;� M .. i A , . 'T 'f `R.Ap '��fii-(` I 1i �". V1,11. 10 . . . . . .� . f, 11 � �i 'a _.; , (.1V ., V � , 9.q I I 1. IMY,N, 8-51 ..�'�.v,,.,,j,t,�.-w,,.ts.t,�t,'�tl"i�l��i,v,,�.��."��,iW,?,V"��llv.��,�i�i��i-, . k'( '. M, , �Ui"�,.I" ",:,;,�� ',�.��,�.",2,*� . N. �, � i' W !: R, 4 . Rff.-,.,V,V9MHA_1 I_M� �. .R."i'. LO , ", ` 2 ------.-....--.---.-�---.-------- 110-131 ,��l,-,,��f;,,�,�,,,.�-,��,,��-��.�,,�*,��-�,��,�,, .1 , .,it � ��i� - .- 11 11_- �__., , _� ggiw"', UVVVIA.'i,'.�,g.-�e� �fwwm.'. y-� V,V � -.?. �, V - . "�, �� , I HIIRMI'1�11e� I' �, -, , I '. .: .. - � A , 1. ,� 1� W f I , ,,,� " ,,� - - "" .�N,- W,;M,'1-1. i e3111 " 1�.,W,�.,�,� __..W. 1 ,hl � "..�' L90 / >50,000 � t , , 6,1--'111..V11�..y1i,,Q �! , � 1". 1'% ... .., ,,,"'. 1, . - i'll 111.1111:11, " 11 � , I 'A'A"A" ...... �, M � � � U., �. , _4 - � , R."It ., ''I -,,,,i,.,,,,,,�-.` . I ., I . I., � I I d - ,.,,,,,-1'_,!.1 ...� ,'.0 , � ,,,,,�,.,,,, , , 66-425 (12OV) ...... I-- .... . ................. . .. . .... � ----- ------------- � ... .................. � ........... . .. � ...... . ............................................................ ............... ................................. ............................................... .... � ....... ............ � ...... . .......... . . . ...... � *Based ..... ......................................................... on Speclifar, 35K. 80 CRI ....... ..... ....".1-1- ..... -1 ...... . ...... ...... .. Page 119 Rev. i1109/21 tD 2021 Prescolite. a division of Hubbell Lighting, Inc. Specificafions subjecl: to change without notice, ... ........ �z-'�`� R j"�''�'Ixl' ` '�� '-L,-,,' "', ' " 0�_ 7=B'E _,i 14" Q . HUE38F-LL LFRARD 701 Millefinlu(n Blvd - Greenville, SC 29607 / Tel 864.67810001 Website mwi.prescofite.cofn ,� , _ _j . �.. �, � , / 11", " ... � . . , My— I ,-,-,..-" Lighting Submitted On, Arr 3. 2020 1/8 Index Paae .. .. 111W 10W "I'll-I.I.M.-I.I.-I. eg,� , - ��wwv;w�w�w��g I ,�qx',.,,'��-,' i'�,,,,,-"v-�.i �-11",�"I.I�-"'�ll""I'...,�'I",,�"..,: -4 'NR��: Uk " � , ._,." - ''TT.."i'n " - ,0: , . Z .��qR �` : � 1Y .R Rv�' . , . tp "' ... � 13 . "' "" Submitted by Lighting Virgin ia-Centra I �961 "'. Uffib''"". �,��:��,,��,.*��,��,.-..,e ("'.-,�.R,.-.;.1$1,�'1 I , P 1� . Or al.,"'."".11.1 . .. ..... � p k . -1, ... _r.�,k, I . 0.9 ,'' ". . " , 't ,,VA��,A,%O�.", .1, '' . .. , , , � .... ej,.,jg,,�,;,,�,�,.,,,i,��ki,�"'�,� ��i � .. r- �, " �". � . d ( " � . � ` , � U 11 "I .1111t'11."*'1q'1 I'll,, 1�1_ U , , ,; '. " " `g �,'.',.�,,,.�,,.�,��,,��,i,�',,,�:�,,,��:�i�l,,'.�:�:��.��,,��, . .. , )-.1", "' .. 11 . I , . — , "" "' . ..� �. ,� ��,—, "T 1,11 . .i .. , . - e, Job Name: - ."Z""'t, --;.� -�'.., . ....., I 1 j... ;i. � �. - ffitb 91""I""'I"I"', ,.J`,,,,,.�"/ ou., ,�M,.e.,*R.r � �-R�.WMPOPR �, , R"."', �'. ". - �11 P., "10". - R . ......... J A.6 . .., � I � ".1, .".1 V �: : " �Ho 1'�111�131 I , _. , ` " �e`,�vq; 11 �',�'�,��,,�1,;��.I.Il"".�<,,,,.,-,,,e,,��,�-..- '�g �'�,��'.".` �� ,I�1:�,��'." " I , 1:4 ' " x .. � . , . �*,,� ��_, . � �il� 010 � , . - REV. ' � - � I , .., - -, ,�, 11 00 I" IT . ,.�: . (new) Southwood Subdivision 1 1 & 12 . _ �.,. 14. 1 - ,� ff�,A � �,� �'�'2 "�ill�,�'I.",�l",�"-l��l".��;",�"".�e -,,,'�,`-,�,'y,,�,.��,R � �,.'�*.��'R��Ir��'� ��]��!��,��,�,,�"k.,�:�,,��,,�', , o'. ��N,,�W..".K..'�.,."�,m,�,,,,./,..'.x,,.."��,',,X. I'. �`Rl.ffilll� F,l I � .V.N,/� .. , 111,14 q F.,1, i4 lf,&, �'�(. , . I Wltl,�)_ �%-%--%-%'�,%,%m�. ��'�'.N',U . .: 11 . ..... �111 : - fiN I � 11 .. . '. �M �:��l,'��.",,�!"k""�,,,,,,,�:,,�:,��:,,,,�..�,�".( 1. - Vffl : "VIRGINfA.' , �:��,�,,��r.8�:"e,."..,.,�z.'�"e.i,.�-'��".�'�,'.�]�:�:,'��,'�,� "., ��' ..." ��,'.��,:,, fi.�81,`N'� , 1. .h".. : . Q JWTZ�,R�, _ ,� ,�i,�,.T��q.�'gq �� "I. ''. �,.' R"R111R, . , I , , �- , �M "' N 1. % m ... pwW�W:Wip� 1 � ,�'. '1 `(�14 ,�z.�e�:i,.f.��.q.q:o�.��'��!,"�l, OM"'0-R. "-j,� . , `� _ , " #J, 1�1.11�` Architect: TIMMONS I " ,_ "S �'�O,.-',- � !.�, ��'��Ry I .�:*��',�."R'I.B I. I I 1� � 11 11 ", V I I � �, '� , :,o i: .. ..��2�I.""..'.�",....."."�I."..",.."t"�"*.,�.I.-I"..", ',��111D�", , E M g , "; ` ", '.'. M . �; , , ,� illl'jll,,��,�,,,7'.� RUIN"I'll, � 1� " ,.' - - , " , iil .k . I"M"; 'm ,,�,, :i.e. " ��' -1111111i!1:1', �-.:! :��.R�,R� � 111�'L,V1i4.11.kQ1E L , i. .. . --- i, i XRR', �. " , , I .....".1-11.11.1'.......". ,,,�X,'),'� ,�� ,V V. PROJECT NAME: SOLID STATE AREA LIGHTING FIXTURE TYPE: RAZAR BOLLARD -LED S P E C I F I C A T I 0 N S 14"- 0 PT I,CA L H 01US I N G �_( 356min) I _j Heavy cast low copper aluminum (A356 alloy; <0.2% copper) 8. assembly with integral cooling fins. The Optical Panel (203n mounting surface is milled flat (surface variance <± .003") to 7 facilitate thermal transfer of heat to housing and cooling fins. Minimum wall thickness is A 88". - - . SHAFT & BASE Extruded aluminum (6061-T6 alloy) riser welded to heavy cast aluminum (A356 alloy; <0.2% copper) base. Riser has minimum wall thickness of.1 88". Electrical assembly including LED mains driver, LED Emergency driver (optional LED-EM) with batteries, and quick connectors suspended inside riser. 42' Concealed bolts attach the Optical Housing bolts to Riser. (1067n At,ICHOR BOLTS Four 3/8' x 10" x 2" galvanized anchor bolts with couplings, leveling nuts, washers, template, and stainless bolts. PLED" OPTICAL MODULES 1� _-L) f Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and enclosed by an LED refractor. The asymmetric distributions have a micro -reflector inside the refractor that re -directs the house side emitter output towards the street side and : I ; I -� n-19 4. lunclions CIS a house side sh e d ng e ernen . full, V11) ull� injection molded H12 acrylic, Each LED refractor is sealed to the PCB over an emitter and all refractors are retained by an aluminum frame. All refractors in a Panel have the same optical pattern. LED refractors produce standard site/area distributions -Type ll,andType IV.Panels are field replaceable and field rotatable in 900 increments. LED DRIVER(S) Constant curr6nt electronic with a power factor of >.90 and a minimum operating temperature of -4001`/-40�C. Driver(s) I - 20" r__. rul --_l is/are UL and cUL recognized and mounted directly against (608 n) 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. ,F— I! � Drivers accept an input of 120-277V, 50/6QHz or 347V-48OV, F . M..., - 50,6OHz. (O - 10V dimmable driver is standard, Driver has a minimum of 3KV internal surge protection, Luminalre supplied with 20KV surge protector for field accessible installation.) = _�� LED EMITTERS High output LED's are utilized with drive currents ranging from 175mA to 35OmA. 70CRI Minimum. LED's are available in ' standard Neutral White,)�40001<), or optional Cool White (5000K) or Warm White (3 OK). Consult Factory for other LED options. (1( AMBER LED's PGA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to LPS lamps and have a slight output in the blue spectral bandwidth. TRA (True Amber) LED's utilize material that emits light in the amber spectral bandwidth only without the use of phosphors. r-11- J--\ FINISIH Electrostatically applied,rGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140'F. Four step media blast and iron phosphate pretreatment for protection and paint adhesion. 400OF bake for maximum hardness and durabililiv. C (V us MADE INTHE LISM tjs& PATENT PENDING 660 West AvEme 0. Pdrndal�, C-A 93551 ANNIMM U.S. ARCHITECTURAL U.S. Architectural Lighting Phone (661) 233-2000 Fax (661) 233-2200 I www-usottg.com EJ 1=ffiNEMMMrC1�.A, � Submitted On: Apr 3, 2020 1/3 Index - : . , - . �.,gi&�",- ,','�� , ��, �R ""ai -.1.4-11.1'....-I. � - s 1. .. I pp_ 1; - - , �IPR. , , , ob Name: . " " �,� C, -, , ., -I' "I i'';, ; . * , � , I , �.�," ", _.. " 1. 121M , Y ". ,., - * I ".1 " 1� , ." ffi, .", , �,: ��N , " """ " ,�0 , , " . 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"', I .11-11-11-11 I -.1.1 ` I., I I 'R "'. - � �� ;,� � �0 ....... :��.�,�,,.��,,,.,��,,��"(�.,�i 'P,.`,�'101'� IN �;.M' el� ie,,��..-,"� �. , . � �� ... , - ", . , ."'%I'll., "I." - "M �;, .��",.".,�!",.",�.�:""..�:,,,.�:�,.�:,.."�,�.".��. .1,�-.111,�l',�,.,"',f�',.,.'�� , , `.`,�,, � "' . T � f'��21 -1: 'IV JILM ,,,� ., 1'1'� VO.Jrit,f-,�'M , , � .1 -1 -� `1`8�,,,,"" :R � �, ., . I , , I I "I'll q, . . - 1_1 ,. , 4`;'�` �� . I I :� ,, . , , Architect: TIMMONS . "R "" ",". , , ." ` �1--l-�",--,.,.�11-1--l-l'.....I ,V;'i. :. J , 1__ - _11 .1-11 I � , - , , f ,%N ', n, �'fni, " ,, � , , , N..'�1'1.11';�1'112� :. . , ,r,_ %-., ., Me " M,M 11 . 2 , " .�, M. .1 - .,r.g.yv ". , ... -� 1. 1 .8 ��WM � " .11 � 1-1-1 .... 11 ..... 1. ,.." _1,11-111111111 I o u, 'i � � �,f � W . "� - .: :,,,J � : � . . , � .. .. ...... . _-,". �, , . - _. t, , V , .....'...." 11;11R,1�11 - _',,,-,-.,.-" It- P-111.11111111.11.11:1-1.1 I ..... � �. A I I - (Drescolite DATE: ________t LOCATION: � TYPE: .- ____J_�R(?JECT-. --- LFRARD" CATALOG #: -----.---- --,--------.---. . _. . LITEFRAME 4" ROUND DOWNLIGHT i ,,,,i��,��'lli�,4�,v�,f��.�,a�,�"".. �""'�,�!'�'..'�!'�1.1�!"��,��'�,�. �.Ilii.�'.,�,'�.Ifl � ery ST 'O ,�:�'ll��:��Iii�Iii�lfiilii��:� ?I S ice Prograrn OCK ORDERING GUIDE Click icon for Stocked itern list I Example: LFR-4RD-M-1OL35K8-WD-DMl / LFR-4RD-T-S / LFR-4R - ��J';t .1, 11 "I', It CATALOG # I .,,,,. T - , I .,% , "', I'll -.1. _1 , ".. .. FIXTURE MODULE I �A i `,�: - _ ------ ___.___._______...._.. -----.--.--] . .x - - - DM1 --------,[ --------- -----,--,--,I -------- --------- 1_1___________'_,_, t� --------------- I I- [ T --.-----.-- ---] - 1__'__1_0__L_-___J 40K � XW " " I - --- --- .1 ; .1 I . . . ! I ; Lurneri Output CCT CRI I : DriVer Options Control Options Voltage � � Module Options I -.11 * - , ........ -.1......... . _1;,1'_-.*_17-_1151 w - �4� �, ,� " � X'1040 M � ,9. �;,,t`,,.",'.�j �� 27K 2700K I �', VNIR Very ,:' NXE NXIEnaNed, CP Chicago Plenum!'-6 A 0',`,..'J�I�i�`il ,1 . !"! �,17�11 � EIRIV M'16i 6, 91,; 11 i�ii�§`O� R", 0G, �,'��;��;��!�� V�-.,�' 7-7 I 7T u �"T, '! ! !_!� ��!�� = Narrow , ij , , ;� �W ft, A."."'.'p ':� 1, I - 11. ��l 9 go+ i�). le!"'�! � Dual SmartPorts ' I ,, .�,"�, 10--1 PVP : .. .K�',.., _. . 1:M E[nergency Battery , '11., 16., I iiRi"�i��il��illl".�i 1" i,.�!�� , 8'.�"". � ' , J , ?,�;�,,,�;,`I;.�:;,::.. �11AIAINI R � 'e4R4!��11 (17deg/0.3 "I, "....."..,"'.."'. -, "". , .." i,:i � !�4��, DMI01 0-10V Dimming to V4 � . , �., .� � iN - NXWE NX Wireless 34 347 Pack with integral , ; " " i, �, ,: �: 3 � I �,el SC) < 1%2 ��`.`611'1 , �11" .. !? �. Enabled3 test Switch and ,. , , "I . . , .1.1 ,f: ,�!;I! , , G, � .. 4 9i !! fl:f hxl,�.'Q-W � L 2500 N R Narrow PDM Phase (Forward/ NXWD NX Wireless indicator lighO fftn-tc tru(ne (i SC) Reverse) of IC housing Enabled, EMIR Emergency Battery avoilable under '.�-;.�.;".;,.��-;.,,;,,,i��.;i.;..;:,;,-�:,;t,;,,��: Dimming to 1%2 11 $'1d`,;';-��,*,)',' 4'�W'4�,%,.K:�,,�.:��! Dual SmartPorts'it Pack with rernote 11 `.A,@. _ '6 Housing Options ll'-",;:��;:",.i�,,.��'l�-.,- j',',4 '..%'� � .`..j.. f IDIAX DMX with RDM " I . . below) 111�; � !."; i ., 4 '11, ,.. ��;Ie ,,,,1:1t-_�,--74f. h.IAR�,, dimming to indicator light" " ,�.�J` �ibl`,� test Switch and i11:im1_;N ,,�, 40L 4000 WD Wide < 0.1% 2 45L 4500 � (49'/0.7 SC) DALI DALI Dimming DTS Device Transfer gg�, - , ,:i�:i-.:�,�:� i"v;sil-il.", ; " � I;,. I : 111� , , ""; ........ �` " Swdchvilth i .1 W "' ��. to 1%2 X. .'..'., " �1F1401.`1-,Wi01.'.` i , "' Dimming Bypass I" �1 �11 SOL 5000' i -1,11 ", i; ` �(6'��l.i""."""il�;",:;,I*i 2DIVI Lutron HI-Lume 617 ,�,,�!", " I., . '' . I. , 4N1;,,!f,!f,',, 1� I ,/ p i ,�i! �", , 2-wIre Dimming to 1 ".."..."'.., "I - I'" , "I . II " ; " - " ..., !, ." "'�",,,,,,..,,,,...,,�..,",�,�,�,;,��,i,..� �"I"""R,�"i"11, i 1% (120V Forward Phase only) I EDM Lutron Hi-Lume EcoSystem I Dimming to 1% 2 IRIM (Ships separately) 111.1111.1111, 1-1-.1-1- 11.1-1-1111 11 11.1-11,11�'ll1l.1111I.I..,..-.,.,".,..".".,..,. -11 11.11111111-1 .......... __1111 1.1-1.11 ...... .... 1-1-1-1- -.1-1 11 11-1111.1-1.11 11.1 ....... ........ . I'll, - I'll. ".. "I'll'.11.1'..",,..-.,.,.,-,-,-,-"".I T I'll, 1.111.1.11-1.11 11 1-111111111.11 11 1. ".-.-"..-.,.:,."..-.-".".,-,-.-".,-ll,�ll,� - .1 11 11-1.11 11 11.11 11.1 ! ; i LFR-4RD-T - -.--- - i ! ! SS � i CL : ; . I ! I I ;: W, i I I ra !� � I i OBA" f N 11 'WAMEN 104, �;;,:;;�-;;"�;� - �,,,,,",!', Tj—t,,. : ---;—�,, ! . . ": ! � 'y " , " ,.'�,i, �,�.J,,J"��. , , ,Y'X W. , , ,.,ie,!f,1j,1f,-j,i� 1 _... �_ , . , "w", F'". 7, . ,Ii - ", ". !,,-, "', <,U ,,,�F�� I ;� , � I 1". , *P _,� . . r !11 . � ` " `�i� Q'� - '� �' , F�i; fi"._� - . 1 n!;.: .., , 1�,.""'.i,.:1'.., I - � � , - �. �1�' .� -, , �'� , . I,, PR k � . RI: �.� . � ka �� 1!.! I , �ti�!i;,,.�"I�i,R�� ,_�o ,".. ..... .. ! F:: M Pre -punched reflector for . 1�`21'2� ; X,;,�� 1, ,', ..,,.,. . 0r ".2 "'.,4", �, i I- ;� " , F" V P, ,,,,,, , [j! ., . ", � V ;1 . R , ., IR1915Y�RD�i.'11!; . .1 !,� .,ti�?� ,;, I ,,, � � '�: �i �,4VNKOVVI�� 41*,Rf�kl"R ,�,'X, " " , ',� . ,fi, I li�,� 1',-.,�� !'�;!�;,��j��j. ,,,,,,,,,,,,,,,,, ........ 11 )Pelm".,; � * " , " ,,i'��,,'-�i!i�!��!��-,,',,Ii!?i-� !.�j 511�.11�,. 091,0"'. : �;� . "' "li!�,"le . EM integral test switcli �,!�,;!" 0 ,;!,Ile, .1"I "I �"' '?;ill� . .'a �'A.,T, il!!! 1�1 � ( ` i i�;�ii�i�;,!��:l�,;,!�;"!�",II �:!�"!��l��i�6,�",!�",!�",!��,:��f;� � 1111.1!� �.l (t 'IM"Y �� 1.1, and indicator � i - -11 N, � ., �.. ;.,� "TIT"'i"FMI.IV! C, 11 - " """ ,."I� �N . , � W"i . �,� , ,1Y � i � X,J.Nvif ,_,;6 . , : �"Yf "08 '15, I I ......UIRM ! 5� .,i. .:� WC Paint White ; ... i i i I Cone and Flange ; EIT Black Flange i HOUSING OPTIONS (Ships separately) '111111111- I'll, "I'll ....... ��,,"""'�WF ...... _-.1-11-1.1-- � . " " "'i ....... ...... .......... ............ i'...� . p"ll!" !_ - � � ...":! ";:;�l;.-',t;�l�it;l�',?!;�,!:�.1;�.;!;�";i!;�I .'...i,!.�;!�i �i �i!ii.".i,ii,.�;""i!,',!,,'i!,,*i��i!,,*ii".i!.e.; q, " � 'If , -�g: - �:! " - "' tl ....... "."." .;! ! , :! 1 R . § . , ,�, ,� " , !� ,i!"!! 1! . i i , , . 'I . " :;, I . �; V ... � 6 i ..", -� .. .'!.,2,,2, 11N� . 0 ,;:; 1; �; . , 1��' �; -.1 I? I 1�� I �, 11. � .�,� .M.; ,,, "'. .�., .,�,!, ,,;,-:,A,' , � 1,2:!,!� - k&Y! !��,§, I.;:,. 1� .,� :..`,!1.W . 2 I;N,�,� ,9 " ,; " [J LFR-4RD-H-IC 4' Housing Enclosure, New Construction, IC Rated 10, t' i �� q ,�� , , , , t, � - � � i� ffiff I I NQtes: I I I I I � .a, � 1. , I 50L and 60L reqUiTe ina(ked spacing. See line art for more details. EN1111111M.0 �:�111.1111.M �..' 111 I., III I 1, � E] SFL4 Soft Focus Lens and Clip, 4' Round 2 DIY101, PDM, DtviX. DALI available up to 50L. 2DM and EDM available ISL-40L. 3 NX requires DMI driver option. 0 WAL4 Wde Angle 80' Lens and Clip, 4" Round 4 347V requires DM1 driver option; 1OL-40L not available with Contrals. IDTS, EM, EMR. J Fj LiteGear LfteGea(� Inverter, 125VA-250VA 5 CP available upto 35L: not availa ewt . On to S, or op ions. 6 Module options not availiible in corribination. P, LIPS Series LightPower Micro -inverter, 20VA-55VA 7 DTS available With DMI, DIVIOL or DALL 8 WT riot needed for WC. 1 9 CL lens and ENT trim options not available in cornbinabon. 10 IC avadable up to 35L: IOL Fixture Modules are Inherently protected IC wiLhOLIt the use of IC housing endosL,re. (IC housing Is s011 recommended when using loo5e-filt or spray foam types.) 11 IC HoLising ilot for use in cosinbinationwith Controls orwith Module Options CP, EM, EMIR, DTS. 12 XV1 distribution is not available for 5pecular (S) reflector finish. e'�,,y,.,," . . . '111r,11.1 I ... �T I , ,,4,1 �;�_ �111110 Page 2/9 Rev. 11/09/21 0 2021 Prescolite, a division of Hubbell Lighting, Inc. Specifications SUbject to change vifthout notice. ` ' ` ` ` - HUBBELL ffM . � V%u�' = ' W " ,� 1-1, " � 1Z ,�, � LFRARD 701 Millennium Blvd - Greenville, SC 296071 Tel 864.678.1000 / Vllebsilewww.prescalile.caln ""__",�,,,,,! Lightin!a I'Mi.1,11".1 "2019 I I Submitted On: Ar)r 3. 2020 2/8 Index Pa,qe N m E C:) 0 I r1J � r-i LU I M U rq CD LU C'4 us C —, V) N 0 > I= 01 0 r1J 6 E 1714 U-1 ___1 LU 4-J :C .- . I- 0 �- L U V>) 3: U W 3: !;� < M C) --, r-i U) 'IV 4J, 3: — 0 U) r-4 LU r-% L L__J L L_ r-, W 0 M r-i F- ,-, U) Z L_J Z W ry- LU -r- ro < _J U 00 n. Z W F_ 0 2: < a- 1 _J - Lfi W M O� - CD Cn > C:) r,J 0 P__4 I-__ D C) (n U LU a- 0 rq - (D LU It M M i-� 0 ,-i cy-, C, 4 _J Z � 0) �_� :LJ It Q� U _J I_- 2 < :3 Se 3: 0 (n 11 _J L<L (n LLJ �-4 D 7- C) cl� 11:11� e 0 0� Z 0 0 4 :3 "d. V) X C: (14 Q) Z W LL 0- W 0 T—A �-4 U t.0 = > U') < 0 F__q >� C) 4 0 17— Lri C U) �_� C:) < 2: 0 M U) " > W CD LL ::) T__l 0 C) 2 Nt r1r) Q� 11 2: ;7 CL �t i__ 0 W 00 _J C:> W W �—i 0 U) I-_ 0 kD �__ I- 9 M: �_ I 0 W (y) N > W W F_ C:) N I-- I #--I r < r_4 U 0 r-i < ___ rA Z 0 1 0 1 1 DATE k__1 U) 1-_� > ry-1 =) 0111112023 0 DRAWN BY K. ROESER , - >_ DESIGNED BY .0 If K. ROESER 0 CHECKED BY 0 B. CICHOCKI 0 41 SCALE 0 N.A. 9 I 0 1 CL I N I T--i M1 C6 = r-"A f T--i M V U) U _J 0 < < > �— I Lu- W im _J 0 Q� < 2: () i LU ED ry _J < �— < LL W 0 'r r :5 rl Z 0 D �_ 0 ru) U 0 0 n 0 3: �r F_ D 0 V) . JOB NO. 47118 N1J SHEET N " '3�/�3 E3. 0 L . Submitted by Lighting Virginia -Central C"., ul�,Ir Submitted by Li 2hting Virginia- entral WIR�r��CR pllg� gm"- H gg""g. Job Name: RG, Job Name: �x Mx- 14 Job Name: V REV. & (new) S kf IUVV) ouutliwoo 'i (n Southwood Subdivision I I & 12 J. . -gl�',�.�."�,-'ENU, (new) Southwood Subdivision 11 & 12 - REV. :��. j'. ,�. '. . Z�. If ":�g cluthwood Subdivision 11 & 12 - REV. lVq M, REV. R 1! 119H TIM d Subdivision 11 & 12 IN"' 2,111, .5 [a Architect: TIMMONS Architect: TIMMONS Architect: TIMMONS Architect: TIMMONS c, V, 1110nw�, mu 0i RV RVM1 q1 ON ;u DATE: 'LOCATION: DATE: DATE: LOCATION: ------- I I LOCATION: DATE: LOCATION: erescolite Grescolite Orescolite TYPE: PROJECT: 40rescolite TYPE: PROJECT: TYPE: 1 PROJECT: TYPE: PROJECT: ........................................................... ....................................... ...................................................... .......... .................................................................. ........................ .. ......................... ............................................... . .... . . . . . . . . . . ..... .. . ..................................................................................... . .... . .... ..................................................................................................................... ......................... .............. .................................................................................... 1110% Jill r% F&%� LFRA"Ruylq" CATALOG ............ . ......... ............................. LFR-44 RD CATALOG #: -------- - - - - ---- - ---------- ---- - -- - ---- -- - ------------- LFRARD CATALOG -- ----- LFK , 14KLJ CATALOG #: LITEFRAME 4" ROUND DOWNLIGHT LITEFRAME 4�'ROUND DOWNLIGHT LITEFRAME 4" ROUND DOWNLIGHT LITEFRAME 4" ROUND DOWNLIGH CONTROLS DIMENSIONS DIMENSIONS CONTINUED DIMENSIONS CONTINUED E 0 r-i W NX Distributed Intellic (N lence' Lightincl Controls: C) LU OPTIONAL HOUSINGS Supports applications in a variety of deployment options- wired, wireless, hybrid. Integrates with and enables a wide array LFR-4RD-M N DRIVER J-BOX 01 DISTRIBUTED of luminaires including those with SpectraSyne'A Color Tuning Technology. INTELLIGENCE Fixture Module consists of Light Engine and Driver J-Box assemblies. Overall dimensions for each are dependent upon configuration selected. Q RA, V4 W. '.'�W; MV1111;1 UUW� ell, "a-CiOC l -� :.'R WMA, 0 < (y) F_ C) ............ U) < 0 .......... .... C) N/A Yes Yes No No Yes Yes Requires 0 LLI %J m T-1 LLJ UJ LU < _J Lri NIA Yes Yes No No Yes Yes No3 W > C) RE ..... , , , -4 ry - " -/ - , 11 ". C) W APERTU 04.00" (101.6mm) ...... . . . . ........... r, e d::; . ... (D LU OVERALL 05.37' N/A ye s Yes No Yes Yes 478,0mrii (17.5mm) '(136,5mm) No Requires NXBTC Driver J-Box FLANGE WIDTH 0.69 U 3: 0 X .............. - ------- - ------ < Ly C) 0.50- - 2.50" (12.7 - 6 - ----------- - ---- LL cl� 2 Programming via App requires facluiy assistance 3 To program NXWE option, need to consult factory. lfconriected to art area controller, programming can be done from that CEILING THICKNESS 3.5mmI 0 0 I NXBTC/RneedstQ be plugged into an available NX SinartPort, on the fixture network CEILING 04.75" (120.7in 14 e,1,49.7ninf (DMI shown) W LL_ DMI DM01 PDM DAL11 DMX W C) -i PERFORMANCE DATA TABLE 0 to C) 0 0 F- Lri C:) < Performance data shown is 3500K 8Q+CRI with Specular reflector except Extra Wide distribution which is Semi-Specular. 0 0 LL 0 > J 'IS. 4 5" 0 LU ........... 0 0 ........... ........... _Narrow Z6 129 Light Engine 1023 7.6 with Trim assembly installed Go _J LLJ 0 131 Medium 997 - -- ------------------ ------ U C:) U-1 Cl---------- ------------- ----------------- ---- --------------------- ----- .. ....... ... U) Narrow 135 ------ CL 0 LU ......... . ...... .. .................................... Wide 995 Z6 131 .................. ...... .. . .. .................................. ..................................... ................................................................. ........................... LJ --------------- U r 125 . ............ Ve. ........................ ............................... ................................... ......................... ...................... Narrow 1536 130 ............................... ....................... ............................ ............................... .......................... .... ....................................... .......... LLJ .. ........ ........... ........................ ;4 15L 1500 Medium 1498 118 127 ............ ...... ...... .................... --------- - ----------------- - ---------- ------- ------------ ----------- LFR-41RD LIGHT ENGINE 2 0 1 ............. ............... -im Wide 1494 11.8 Ui . ................ ............................ .................. ...................................................... .................................. 144.2inirr, Extra Wide 11.8 121 V IVE, T�:w�.fl�!i""e,",�i,'-.�,:.'-.,.k��;."�i.',i��i'i� 0 ................... ............ . .............. .............. i ............. ..................... .......... ............................................ .............. ................................. ------- .. . .......................... ........... ......................... . . . . . . .... . ................... ............ ... ........... ............................... Very Narrow 1898 15.2 124 .......................................................................................................... ................................................. -------------------------------------------------------- U -------------- ................. ................... 1982 15.3 130 ...... Narrow 20L 2000 .. .. .. ..... . M diurn 1933 15.3 12 BEAM DISTRIBUTIO ................. i . . ........ ..... ------ ........... ............. ......... ..... .................... ................... . . . .. .............. ............... ........... ......... .... .. ........................ LUMEN FIXTURE CKAGE MODULE ................ . . ............. V RIMD/WD ................ ................. ................... . ..... .............. ------- - --------- Extra Wide 1835 15.2 121 ----- - --- ------------- Wide i .19 8 1 6 PA 4 XW .. ............. ............. ................................................. ..... ....... . .................................................... ... 5.45"(138.5mm) 5.1" (129.51'r1r][1) NX CONTROLS OPTION CP Lo, 0 i - - . ......... ................. ... .. * . ... ........ ...... STANDARD 6.24" (158.5mm) Very Narrow 2465 2 .9 11 .. .................................. .......................... IOL-30L ..................................................................... ......................................... ............ ................. .. .. ........................ 2 .................................. CP 7.63" (193.8mm) 6.85" (173.9mm) 6.50' (165.Omm) Narrow 2574 20.9 123 2500 M dium 1 2510 25L 120 STANDARD Z82" (198.6mm) 7.03" (178.6mm) 6.68"(169.7mr7i) Wide 35L-50L i 9.22" (234.1mm) 8.43" (214.0mm) 8.08' (205Jmm) ............... ?384 20.9 114 CP LFR-4RD-H-IC .......... .......... ........................ ................................ .......... t .............. ........... ........................................................................ .... LFR-4RD-H LLI Very Narrov"i J i 26.0 0 .............. ....................................................... . .... . . . . . . . . . . . . . .... . .... .................. . ................... ............................ 113 STANDARD 782" 098.6mm) 703" (178.6min) 6.68" (169.7mm) NON -IC HOUSING FRAME IC HOUSING > U-1 ... ...... . ..................... . . . .... .... ...................................... 60L ........... .... . ..... .......... 3066 26.0 W . .......................... . . .. ...... ................................................ ..................................... ........................................... CID 9,22` (234.1mm) 8.43- (214.Omm) 8.08" (205.lmni) Not for use with CIP Shroud 3000 Medium i 30L i 1 2 :0 115 T--i ............. .................................. ....................... ........................ .............................. ........................ ................... ............ ............................. < ... ......... wide Note: Add 1/2" minimum plenum clearance above overall Light Engine Height . ..... ...... 2985 26.0 115 EM i-BOX U Q ---- ------ -------- ---------- -J For �:501_! Marked spacing required 36" fixture cente(to center: 18"fixtuie center to PHOTOMETRY Extra Wide F 2842 26,0 ------- - ------ 109 building member: 0.5" above fixture. < T__1l ................ Very arrow 29.4 121 .......... Non -IC rating requires 3'from insulation and cornbusbble materials. ............... ................ ..................................................................... I ............... . . . ........... ........................ I Narrow 37 9 r LFR-4RD-M-2OL35K8VNR-DM1 LFR-4RD-T-VNR-S .............................. ........... ............... . . ....................... ........... ............ ........................ 0 ........................... . . * .............. 35L3500 Medium 3637 29.4 124 tLENGTH 12.00" . .. .. .. .... .... ...... . . . . . .... . .................... ....................................................... .. ........ ............. I ................... . . . . 2 .................................... . .......... ------ - CANDELA DISTRIBUTION LUMINANCE DATA� DATE 2 4 123 Wide 3 LUMINAIRE DATA POLAR GRAPH .......... . . .............................. 2 ............... ......... . . ................. ........... Extra Wide 1 3454 29.4 . .............. .. - - - - - --------------------------------- --------------------------------- - --- ----- - -- - -------_---------------- ------- -- - --- - ------------_---- Test No. 121.01485 Vertical Angle Average > Degree Candela . ........ ..... ..... ......... . ................ Description 2000 Im, Very Narrow, 3500K, .............. .. .. ........... .............. ........ .. .. . ........ .......................... .. .. .. ..... . 180 CRI Narrow 4157 ................................ 32.9 126 ......... .... 0111112023 40L 4000 Medium .. ........ .. .. 329 123 ..... .. ..... .. .. -------- - - ---- 9489 55* 430 0 DRIVER/ ............. .. .............. . .. ..... .... ..... ... I . .. .. .. ..... BOX MINIMUM J-6OX W40,15 32.9 1 'D B. Delivered Lumens 1898 123 ......... .................................................. ....................................................... .................................... DRAWN BY G .......................... ........................................................................ . CONTROI S PLENUM ................... .................. ............................................................ ................. ............. .................................. 1 H) (WI 15.3w 14 9 ......................... .......................... .. ..... .. .. ........... ..... .. ..... . ..... .. .. ............... 32.9 117 -------------------------- --------------- -----------_----------- Extra Wide (HE HT) (LENGT DTH) . . . . . .. .. .. .. .. ..... .. .......... .. ........ .. ..... .. .. . . ... ..................... .................. .. .. ... . . . .................................... OPTIONS CLEARANCE it 124.4 ......................... I I I I :: I "'. 25 148 75' 0 Efficac 4500 4844 ... .. .. .. .. .. .. .. 42:0 .................. > 5 34' Narrow 5058 42.0 120 DM1/DMOI/ Mountin i Recessed *Candela/Square Meter 'MTEST swri-cii CABLE ------------- -- --- ---------- 2 67'(67.8mm) 3.23'(82.Omm) 3.50" (88,9mm) ...... ...... ...... 9 L 50L 5000 Medium 4933 42*.*0' 117 PDM DALI 5' Spacing Criterion 10.3 K. ROESER 1 ........... .......................................... ..................... (13 .6mrn) ................... .. ....... .. .. . .. . . .. . ------------------ - ........................... . . 45 4 F1 !17 'ONNECT EMT(.) TRIM ... ........................................... Wide 4921 42.0 117 �l .(FW M) .............. .. .. .... .. .. .. ..... .. ........ .. .. .............. 8 68' .............. ............. ..... ............................................. .......................... ...................... . .. .... DMX 3.07(78.0mrn) 3.23" (82.Omm) 5.00" (1270mm) ................................. 4684 1 42 1112 ............. ............... ..................................... 1 ................. .......................................................................... . .. . ...... ................... ........... .......... .............................................. (220'.5mm) 65 f ZONAL LUMEN SUMMARY DESIGNED BY Very Narrow 5778 53.4 108 ------------- ------------ ----------- --------- - - ---------- NX 302'(767 3.23' (82.Omm) Narrow 6 6.00" (152.4mm) i 113 v4 . .......... �220.5inin) Lumens % Luminalre --- - ----------- - -- - - - - - EM/EMR OPTION 60L 60OG Medium 5884 53.4 10 ........................ ........................... ................................. ......................... ............ ................. ... ................... 85 0 1 ............ ............ K. ROESER ........... .... . ....... 5.34' Wide r J-Box Conduit (provided) connects to Driver J-Box 3.23' (82.0mm) 4.00"(101.6mm) ............... . ....... ............ ....................... . . . . . . .... . ..................... .............................. ............ ........... .................. ............................. ........... . .... . ............. . . . . EM/EMR Drive EMiEMR (135.6mm) Extra Wide 5588 -Y . .. ................ ....................... .... .......... 2 73 (69 3innn) 0-60 99.9 ...................................... ............ . . . . .... . ............................. . ........................................... ....................... . ............. . . . . . . . . . ............. .............................................. .................................. ........................................ 53.4 5 -Box for additional details) .. . .... . ....... ........................................... ................................. . 2 ..... .. ..... . ... . ... . .......... (see Driver J Side View Standard F77�F7F1-89- 6.501(165jmm) 2.72' .00' (127mm) (69.1mm) CHECKED BY SideView CP - Chicago Plenum 0' ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ -------- - --- - ----------- - ----------- ----- -- - - - --------- --- - ------ B. CICHOCKI HUBEI HU813ELL ebsite ww.prescolite.com Lighting L Lighting LFR 701 Millennium Blvd IMA U I B Page 3/9 Rev. 11/09/21 2021 Prescolite, a division of Hubbell Lighting, Inc. Specifications subject to change WithOLIt notice. HUBBrELL Page 4/9 Rev. 11109/21 0 2021 Prescolite, a division of Flubbell Lighting, Inc. specifications subject to change WithriLit notice. HUE3BF=-LL Page 5J9 Rev. 11/09121 0 2021 Prescolite, a division of Hubbell Lighting. Inc. Specifications subject to change without notice. 11-111111-1118BELL Page 6/9 Rev. 1111/09/211 2021 Prescolite, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. HUBBr=LL - www.prescolite.corn Lighting LFR-4RD 701 MillenniumBivd - Greenville. SC 29607/ Tel 864.678.1000/ Website www.prescolite.cort LFR-4RD 701 Millennium Blvd - Greenville. SC 29607 ]Tel 864.678.1000 1 Website ww.prescolite.com -41RD - Greenville, SC 29607 1 Tel 864.678.1000 1 W 701 Millennium Blvd - Greenville. SC 29607 Tel 864.678J000 Website LIFIR-41RD, Lighting SCALE Submitted On: Apr 3, 2020 3/8 Index Page Submitted On: Apr 3, 2020 4/8 Index Page Submitted On: Apr 3, 2020 5/8 Index Page Submitted On: Apr 3, 2020 6/8 Index Page N.A. . . . . . . . . . . Submitted by Lightin2 Virginia- enLral r tted by Lighting Virginia- ent Submi e ral ILI Job Name: ew) Southwood Subdivision I I & 12 - REV. ...... ...... ....... ... ..... .... ............. IR Architect: TIMMONS (new) Southwood Subdivision 11 & 12 - REV. Architect: TIMMONS e Job Name: 44R Job Nam UTR U, (new) Southwood Subdivision I I & 12 - REV. (new) Southwood Subdivision 11 & 12 - REV. Architect: TIMMONS Architect: TIMMONS ...... ....... 0 DATE: LOCATION: C DATE: LOCATION: PROJECT PROJECT =3 TYPE: NEWPORT NEWPORT -0 ...... ................................. .... ... .. [FR.O.J.E.CT: ....................................................................................................................... TYPE ... .. .. ..... ....................... . ]..PROJECT. ..... ....... ...... ............. ....... .... . ....... . .................................................................... ...................... ........... . ............................................................. ER7108 ER7108-CBOX Grescolite CATALOG #: farescolite ................ ........ --------- CATALOG #: LFRARD LFR-14 K IJ .......... ................ . ..... . ................... . ...................... ...... . . . . ....... . .................. STEP LIGHTS - ----- STEP LIGHTS - ------------- - --------- --- ----- -- - ---- --- ---_--------- ----- - - - - - -------- ------- ------ LITEFRAME 4 ROUND DOWNLIGHT LITEFRAME 4" ROUND DOWNLIGHT ----- ----- . . ....... . . ....... - - ------ ...... .... ...... ..... 06 DESCRIPTION DESCRIPTION PHOTOMETRY CONTINUED ELECTRICAL DATA This exterior recessed light is a classic, rectangle -shaped, 8 inch tall die- Die cast wet location back box compatible with the ER7108. a) 0 LFR-4RD-M-2OL35K8XW-DM1 LFR-4RD-TSS cast aluminum recessed light and utilizes LED light sources. The housing LUMINAIRE DATA POLAR GRAPH CANDELA DISTRIBUTION LUMINANCE DATX -n a concealed aperture, Choose from black or gray Input Voltage ails for a lighting frot 347 Test No. 21.01456 Degree Candela Vertical Angle Average .................. ................................... .............. .. ... ........ ..... ...... ----------------- 0 Description 2000 Im, Extra Wide, 3500K. powder coat. Requires either back -box with fixture ER7108-MBOX (Dry 50/60 Hz Input Frequency ................ ..... ........... ............ Location) or ER7108-CBOX (Wet Location). Back -box sold separately. ............. I I 'i ! 5 1345 55, 3441 Pelivered Lumens 11835 ......................................... i ....... ....................................................... . .......... ............... Power Factor �!0.90 115.2W ................................... .. .. ........ .............. ----------- --------------------- Efficacy 1120.8 25 1589 75' 953 H <20% 500 ............................................. ece 1.0 *Ca deta/Square Meter n Spa ...... ................................... .... ....... ------------ 45 80 < .......... ....................... amAngle(FWFIM) 165 - - -- - --- - - - ---------------------- Values for DM1 option shown, values for ott er dimming options may vary. GY - Gray For custom options, consult factory for details. ZONAL LUMEN SUMMARY 6 Polymeric Lens 10io �, c ", ��$ .......... .......................... ........ ......... ................ .................... .............. ........... ADDITIONAL INFORMATION Zone Lumens Fixture Dimensions W9" x 1-16-1/2" x E4-1/8" > 0 ........... ........ .... . .. ..... ................................ ........... . ........ .......... ............................. .. .............. % Luminalre < 85 Location wet 1826 0-60 99.5 Dimming CompatabliLty ...... Warranty 5 Years 3-3/4 See the DIMMING link for more information on diniming compatibility and recommended dimmer list (D U) 0-180 1 1000 Q a) 3Y DIMIX - ---------- CO) --= < 0 J _F ry ER71 08 -BK E117108-Gy LUMEN MULTIPLIER See instruction sheet on www.prescollte.com for connection & installation Information, - ----------- ...... ..... 9. co E ---------------- Black Gray 0- --- . .. -------------- LU 4 OK9 5OK9 27K8 5OK8 30K9 T ry Central Inverters SPECIFICATION DETAILS 0.87 .99 0 Photometrics are published below at a nominal 3 5 00 Kelvin, 80+ CRI. This table maybe used to approximate the lumen values at different Kelvin temperatures. Power consumption would stay the same. For full fixture output in back-up mode, we recommend you visit www.dLial-lite.com for your Central Lighting Inverter options. Please contact your local Hubbell For custom options, consult factory for details. < representative for any assistance with proper sizing and loading of your inverter selection, Central lighting Inverters must be ordered separately. ..................... ...... ....... ............................................ .. ............. . ..... ........... Z0 - - - - - - 0 LENS OPTION LENS FILTER ACCESSORY MULTIPLIER (Based on Clear Specular) LiteGear: ------ - ... ..... ..... ILL Fixture Dimensions W9-314Vx 1-17-1/4" x E2-1/4" 4 LU LPS Series: wNw.dual-lite.com/p-rp-q�igts/lp.- @ 0 �p n . ............................. ... ........ .. . 1.1'..'..".., ............. ............ ................................ .. ........... ..... .............. ------ Light Source AC LED Module CL (Clear Lens) WAL4 (Wide Angle Accessory) N .9 9 '8 Z) ------ 0.83 (Y) Wattage Multiply lumen/lens multipliers to calculate applicable combinations. Example. 30K8 with Clear Lens option (CL) 0.96 x 0.95 0.91 slw`� :3 0 0 CN Total Lumens 6001m ............................... .............. .............. .. .. ............... TM-30 DATA Lumens BK-2411m]GY-3031m; 0 Z COLOR VECTOR GRAPHIC COLOR DISTORTION GRAPHIC . .... .. . ............... .......... U (D 0 Voltage I -1 -0 0 3500K, 90 CRI 3500K, 90 CRI �R 70 3000K Color Temperature K CRI (Ra) 90CRI 0 n 0 0- C: ------------ Optional Color Temps 2700K - 5000K Available, Minimum order Quantities Rf 35 90 7 F_ ...... Apply c1l) .......... .............. ............... ........ . ...... ......................... .............. ..... ........................................... .. ................................................ ..... 0- 0 R9 95 99 LED Rated Life 50,000 hours 9-3/4" 0 Z CCT (K) 3422 3416 0 Dimming 100% - 10%, ELV Dimmer (Not Included) ---------- ....................... ........ ..... ........... .................... ......... ........ .... ........................................ D,, -0.0008 -0.0019 Glass Details Frosted Glass ......................... .. .. ...... ... .......................... .................... ..................... ................. X 0.4089 0,408 Back Box Details ER7108-CBOX(Wet Location)(Sold Sepefately); ER7108- 0 (,n LIJ y 0.3906 0.3877 MBOX(Dry Location)(Sold Seperately); ...................................... ......................................... .................................................................................................................. X ADA Compliant Yes 0 CIE R, 85 93 Q) F_ I ................................... .... ........................ .. .. ........... 4-- 0 CIE R 16 66 Location wet 0 X Reference Illuniinant Test Source L ------ n Compliance ADA ................ ... ............ ... .................... . ............. ............ .................................... ............... ......................... ...... 0 COLOR VECTOR GRAPHIC COLOR DISTORTION GRAPHIC Warranty 5 Years CL:5 q 0 3500K, 80 CRI 3500K, 80 CRI 0- CU 7C) .2 --------------- - - - ---- - - - - ------------- - - - ----------- .................... ----- - -- COMMENT COMMENT 0 K U Z C 0 K U Z C 0 0 19054 28TH AVENUE 19054 28TH AVENUE Z3 < SURREY - BC V3Z 6M3 SURREY - BC V3Z 6M3 - ----- - -- 0 0 3: CANADA CANADA -0 0) All product and company names, logos and product identifiers are trademarks or registered trademarks of Hubbell Lighting, Inc. or their respective owners. Use -0 Reference Illuminant lest Source (D WWW.KUZCOLIG FITING.COM S WWW.KUZCOLIGHTING.CQM 0 of them does not necessarily imply any affiliation with or endorsement by such respective owners. C U c, U -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ........ . . . Intertek Intertek JOB NO. Page W9 Rev. IV09M -t 2021 Prescolite, a division of Hubbell Lighting, Inc. specifications subject to changewithout notice. .2 0 LFR-41RD 701 Millennium Blvd - Greenville, SC 29607 Tel 864.678.10OOfWebsite wwwprescolfte.ccin HUBBIIEELL :3 HUBBEELL Page 919 Rev. 11109/21 V 2021 Prescolite, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. �ai W Lighting LFR-4RD 701 Millennium Blvd Greenville, SC 29607 Tel 864.6781000 Website wwwpiescolite.com Lighting "T F R K8X �do L 47118 co in Submitted On: Apr 3, 2020 7/8 Index Page Submitted On: Apr 3, 2020 8/8 Index Page Submitted On: Apr 3, 2020 1/2 Index Page Submitted On: Apr 3, 2020 2/2 Index Page 0 cu SHEET NO. 0 0 _0 E4. 0 Submitted by Lighting Virginia -Central Submitted by Lighting Job Name: Iob Name: (new) Southwood Subdivision 1 1 & I 2- - RE v, (new) Southwood Subdivision 1 1 & 12 - REV. VIREV, iew) Southwood Subdivision I I & 12 - REV. ob Name: (new) Southwood Subdivision 1 1 & 12 IIA rchitect: TIMMONS ...... ..... Architect: TIMMONS rchitect: TIMMONS ... Architect: TIMMONS IIIAREA & ROADWAY LIGHTING PROJECT NAME: VLL SERIES LED VLL SERIES LED VLL SERIES LED PROJECT TYPE: SPECIFICATIONS INSTALLATION DETAIL PHOTOMETRIC DATA GUIDE LM-80 LUMEN MAINTENANCE VALULUMESERIES - LED umen Depreciation Calculations Done in Accordance With IE$NATM-2I & UVI-60 (25'C Ambient) V-21 6x Test Time Dicatates that L94 > 60,000 Hours. POLE DRILLING TEMPLATE WALL MOUNT EPA & WEIGHT PLED'MODULES TM RECTILINEAR AREA LUMINAIRE 60,000 (I Ox Test Time Calculated) L94 0.94x (2) Nuts and 100,000 (Theoretical Calculated) L92 0.92x (2) Washers E 150,000 (Theoretical Calcualfed) L89 0.89X C:) 0 p ---- provided r-i LU Luminaire Pole Ca (387mm) 13k'a QuIlao Ar'91 rq (D UJ Heavy cast, low copper aluminum assembly (A356 alloy, <,2% V; rq copper) minimum wall thickness .188" with integral cooling ribs surrounding the electrical compartment. LED Module mounting VLL Square Pole Installation (2) Captive Botts ------ y 2.75' I.?$* (32mm) area is machined to within a 0.002' surface flatness variance for (70mrn) 4' VVIREWAY E maximum surface contact and thermal conductivity from the LED .56 ELECTRICAL DATA GUIDE - AMPERAGE CHARTS LU W 3' DIA. 0 modules to the radiating fins. Passive radiating fins above the LED 80 LED Module Square Pole LU V>) < M Optics provide superior thermal management and long LED life. NCIM� # of System II(787mm) mA 120V 208V 277V 347V 480V T U) U) uJ The optical and electrical compartments are integrated with the LEDs Watts -4 < < 1U. .406" DIA. (iorrari) i I , �7� - - - - 0 LL. support arm to create one assembly. Cast and hinged driver f 0 44% q 0 I 40 350 43 0.36 0.21 0.15 0.12 0.09 U) (3) HOLES tL_ r--, compartment cover provides access to the drivers and wiring. LU 0 Cu T-i 40 525 65 0.54 0.31 0.23 0.19 0.13 UJ LU LU 0 40 700 87 0.72 1 0.42 0.31 0,25 1 0,18 < U 00 2! Extruded aluminum arm and cast PLED" Optics 40 LED Module aluminum Wall Bracket assembly "Hinged Driver 40 875 108 0.90 0.52 0.39 0.31 0.23 UJ 0 Emitters (LED's) are arrayed on a metal core PCB panel with each provided with built In gaskeled Wire C) 0) U U-1 emitter located on a copper thermal transfer pad and enclosed by access for Fixture/supply Wire Compartment Door 40 1050 128 1.07 0.62 0.46 0.37 0.27 C) N U) C'4 - 0 an LED refractor. LED optics completely seal each individual emitter to connection. It C, 80 350 85 0.71 0.41 0.31 0.25 0.18 LU meet an IP66 rating. In asymmetric distributions, a micro-refiector 80 525 129 1.08 0.62 0,47 0,37 0.27 IU < inside the refractor re -directs the house side emitter output towards :3 U) (2) Nuts and 0 (n the street side and functions as a house side shielding element. (2) Washers 80 875 216 ;!� I .80 1,04 1 0.78 0.62 0.45 LLJ U- Refractors are injection molded optical acrylic. Each LED ref-c-, U, 0 ry, 0 MOUNT PLATE 4 1 0.53 0 =3 provided 2.1 ILL 80 1050 256 1,23 093 0.74 LU sealed to the PCB over an emitter and all refractors are retained by I Pole Cap W an alurninum frame. Any one Panel, or group of Panels in a luffliflalle, T-1 > 0 have the same optical pattern. LED refractors produce standard and _F < Ln q F- specialized street, site, and area distributions. All distributions are Zero 7- SQ 5.5, (2) Captive Bolts 0 < Lrl 0 Uptight (UO), Full -Cutoff. Panels are field replaceable and field > (D LL rotatable in 90' increments. TOP VIEW In W 0 I ...... ... _. IA. ILED Emitters - ------------------ -- ---------- min) 0 S. 51 - �4) HOLES 00 _J IW CD ui maximum output of 2.5 Wafts nominal, LED's are available in ............. . . High Power White LED's are driven between 350mA and 875mA for a qw.� 'D C) F E . ........................................... standard Neutral White (4000K), Cool White �50001<), or Warm White < (2700K & 3000K). All Standard LED's have a minimum of 70 CRI, ORDERING INFORMATION Speo/Order Example: VLL/ ED-III/80LED-525rnA/30K/277/PC-T U Consult Factory for other LED options. Lumen Maintenance of L94 at UJ 60,000 hours (TM-21 calculated at 6x Test Time). ------ - Luminalre Optics LED Mode Voltage Mounting FAT Options Round Pole I 1-- i Ui 2! VLL PLED-111-W 80LED-700MA/40K XXX 1 X" RPA Adaptor provided w/ Gasket 0 True Amber LED's TRA-True Amber LED's emit light in the amber Luminaire Optics LED Voltage Mounting Finish Options 0 spectra[ bandwidth centered on 58r-590nm. True Amber has 15.25 . ......... ---- - - - - -- - ------------ 31 ....................... U negligible blue light and is suitable for wildlife. (387,m) (787mm) PLED' # of LEDs Drive Color Arm Mount Standard \_-Hinged Driver X �_4 Distibution Type Compartment Door (D < Current Ternp - CCT Textured Finish a _Z� LED Driver(s) 0 :E Constant current electronic with a power factor of >.90 and a (I 52mm) VLL R Type 11 80LED 11 1050MA El 27K (2700K) 0 120 III W 0 Black E] Internal House Side Shield > minimum operating temperature of -40'F/-40'C. Driver(s) is/are UL PLED-11 -1 875MA 30K (3000K) RAL-9005-T inc. LED Count and cUL recognized and mounted directly against the Electrical Type 11 Front Row 40LED I 0 208 171 White (Exarrtple-�HS-PLED/48) HS-PLED Housing to facilitate thermal -transfer, held down by universal FRONT VIEW 11 7OOmA 40K (4000K) Ej 240 11 2-1 80 EJ External Ofare Shield clamps to facilitate easy removal. In -line terminal blocks facilitate SIDE VIEW PLED-11-FR RAL-9003-T 4 Sided EGS4 LLJ wiring between the driver and optical arrays. Drivers accept an E] 525MA El 50K (MK) El 277 E] Grey External Glare Shield Wall Plate > LLJ 0 El Type III Median LU input of 120-277V, 50/6OHz or 347V-48OV, 50.6OHz, (O - I OV Illuminator COD El 350rnA [1347 n 2-90 RAL-7004-T 3 Sided Rear Wedge EGS3W P__I dimmable driver is standard, Driver has a minimum of 3KV internal PLED-11-MIL 0 IRA El Dark Bronze Round Pole Adapte VLL-WIV1 Installation (4) Bolts by others r < r_1 surge protection. Luminaire supplied with 20KV surge protector for True Arnber' El 460 RAL-8019-T U 0 T-11 field accessible installation.) El Type Ill med. El 3-90 < PLED-111 LO T-P! Consult Factory 171 Green Twist Lock Recraptacle 0 for Other RAL-6005-T Only TPR 0 de P__I Finish Type III Wi LED Color, CCT Y 03-120 Electrostatically applied TGIC Polyester Powder Coat on substrate D 7-Pin Twist Lock J-Box U) DATE PLED-111-W & CRI Options Premium Receptacle Only TPR7 oz prepared with 20 PSI power wash at 140'F. Four step media blast W,E > and iron phosphate pretreatment for protection and point 1771 Type tv 1771 4-90 Finishes High -Low Dimming for PLED -IV SWtch by Others/Wect adhesion. 400OF bake for maximum hardness and durability. 0111112023 NOTE$: Rust Leels501100v25/100 Type IV (Example: HLSWY26) HLSW (3) Set Screws 0 PLEDAV_IFT I -Available in 360mA & 525mA drive Curren's only Wall Mount [I Patina El Photo Cell + voliage provided DRAWN BY Copper (Exampte: PC120V) PC+V El Type v Narrow PC El Single Fuse PLED-V$Q-N El wm (12OV,277V) SF K. ROESER El Type V Med. For smooth finish 0 Double Fuse EU3 11 Consult Factory for PLED-VSQ-M 0=11 Other Drive Currents �1&1 - Wall Mount replace suffix 'T' (20K 24OV) DF provided with mounling with suffix 'S' DESIGNED BY lamckef and cover. (Exornple: RAL-9500-S) El Blue -Tooth Programmable U� L U,L. Listed for El Fype V Wide Pholo/Molion Senior I., Wet Location PLED-V-SQ-W Consult fcctof for (ractoly - I 00; (P 11 2022153 1 Custom colors Photo 75to) MS-F311 K. ROESER U. S, P o I e C o m p a n y I n c 1 660 West Avenue 0, Palmdale, CA 93551 MADE IN THE U.S. ARCHITECTURAL U.S. Pole Company Inc.! MADE IN THE U.S. ARCHITECTURAL U.S. Pole Company Inc. V_,01AreslAvenue 0. CA 9356) MADE IN THE U.S. ARCHITECTURAL U.S. Pole Company Inc.1 &,O',�'e3tA,,enueo.PolindcJe,CA93,51 MADEINTHE U.S. ARCHITECTURAL CHECKED BY An Er ployea Owned Company I Phone (661) 233-2000 www.usaltg,com Usa An Employee owned Company Phone (661) 233-20W wavi.usaltg.com F;h<x,-- (661) 233-2'W Art Employee Ownad Company Phone (661) 233�2OW LISA An Employee Owned Company tjs& B. CICHOCKI Submitted On: Apr 3, 2020 1/6 Index Page Submitted On: Apr 3, 2020 2/6 Index Page! Submitted On: Apr 3, 2020 3/6 Index Page Submitted On: Apr 3, 2020 4/6 Index Page SCALE N. A. Submitted by Lighting Virginia -Central I0 ame: Job Name: II. ..... I Job Name: (new) Southwood Subdivision I 1 & 12 REV. REV. Iew) Southwood Subdivision I I & 12 - REV. (new) Southwood Subdivision 1 1 & 12 - REV. iew) Southwood Subdivision I I & 12 IVArchitect: TIMMONS I�k Architect: TIMMONS VItect: TIMMONS Architect: TIMMONS IL VLL SERIES LED VLL SERIES - LED AREA & ROADWAY LIGHTING PROJECT NAME: VLL SERIES - LED PROJECT TYPE: 0 PHOTOMETRIC DATA GUIDE PHOTOMETRIC DATA GUIDE ISOFOOTCANDLE PLOTS LUMEN TABLES (VLL-PLED) SPECIFICATIONS IIIVLL-PLED-80LED-7OOmA-40K - 25' Pole Height VALULUME SERIES LED POLE DRILLING TEMPLATE WALL MOUNT EPA & WEIGHT PLED"' MODULES .? (n TANCE(25 IMH DISTANCE (25') MH DISTANCE (25) MH DISTANCE (25 MHDIS r A ING, 5 RECTILINEAR AREA LUMINAIRE 0 1 2 3 4 5 5 5 11 11277 132 1 IZ114 143 82-UG G2 12814 150 82-LIO-02 13455 158 8ZUQG2 Dl-UO-G] 4476 67 06 4 4 Li 4 IlFR 33 4504 67 1 11362 11JO-G] 12256 144 B3-UO-GI 12901 151 B3-1.10-Gl 13546 159 03-UQ.Gl_ Ell-LIO-0 > I32 W-UO-G3 12175 143 B3-uo-r,3 12515 150 B3-UO-G3 13456 158 03-1.10-G3 4475 67 132-1.10-G2 16.25' I3 3 ILuminaire tow 0,400 t -T- I111-M 11474 134 82-UO-02 B2-1.10-02 13039 153 82-UG-02 13691 160 82-UaG2 4-153 68 I0 2 ---- - ------ .... ...... ... Heavy cast, low copper alurninurn assembly (A356 alloy, <.2% 2 ]JI-vi I G654 125 copper) minimum wall thickness .1 88" with integral cooling ribs ...... ........ ......... IV 10110C19 12294 144 U-UGG2 12941 162 B2-UU.G2 13588 159 B2-UUG2 4518 67 BI -UD.G I ........ . ......... ...... ....... ..... ..... ......... I121 B2-1.10-G3 11199 13) 82-UO-G3 1178a 138 82-1.10-G3 12377 1415 B2-1.10-G,3 4117 surrounding the electrical compartment. LED Module mounting 00 III2,75' . ........ . ....... ... ....... 0 ......... ........ 0 N 1902 139 B3-1.10-G] 12849 150 83-UO-GI 13525 158 M-1.10-GI 14202 166 813-IJO-01 472 70 112-VU-01 area is machined to within a 0,002" surface flatness variance for (70mm) 4- 2rnm) 85.4 WIREWAY Ma, 1 11671 137 B4-UO-G2 12600 148 84-UG-G2 13263 155 B4-UO-G2 13927 163 B4-1.10-G2 69 a3-UO-Gl U) _14 maximum surface contact and thermal conductivity frorn the LED 80 LED Module 0 IIVSQ-W 1 11392 133 B4,UO--,3 12299 144 134-1.10G� 12946 152 84-1.10-0a 135Y3 159 84-1.10-G3 4520 61 K-UU-G2 I------------ Q_ ... ......... ---------- modules to the radiating fins. Passive radiating fins above the LED ------- --------- - - --------- 11-HS 8247 97 B I -UV-42 8903 104 Bl-UG-G2 9372 110 Bl-UO-G2 9a4o 115 811-1.10-G2 3273 49 13"11-01 (787mm) 11-FR-HS 6389 9056 106 D1 -UO-GI 9533 112 131 UQGI 10009 117 Bll-uo 3329 �50 BOUGG1 ......... ........ . . . ........... . ......... ...... I98 B-111.10-c-I G I Optics provide superior thermal management and long LED life. ........ ......... ............. ? . ....... L ;:�i III-M-HS 8344 9007 105 Bl-UV42 9482 ill BI-UG-G2 9956 117 Bl-UGG2 3311 49 1304JO-131 The optical and electrical compartments are integrated with the IIU9 Bl-UQ-G I406' DIA.(Iam) ......... ........ ......... ......... ..... . . .............. ........ ......... .. .... ......... .......... . ...... . ....... ......... ........ t Illm-Hs 0167 96 Bl-Ul)-G2 BB17 103 Bl-UG-02 9281 2 9745 114 BI_U Bova -GI support arm to create one assembly. Cast and hinged driver �3) HOLES F! F! GG3 a240 48 IV_Hs 8618 101 Bl-UO-G2 9304 109 01-1.10-G2 9793 115 91-1.10-G2 10283 120 81-UGG2 3420 51 1330-UO-01 ........ ......... ............ ............ . . . . I I - ....... , ...... ...... ...... ...... compartment cover provides access to the drivers and wiring. 0 TYPE If TYPE [I + HS TYPE-11.FR TYPE I[.FR + HS IV_FT_Hs. 811-14 95 81-UG-G3 6792 103 Bl-UO-03 9255 108 81-UGG3 9716 114 BI-1.10-G3 3232 4a 130-1.)O.G2 VINCIII rocket ssembly M 7 ........ 7r PLED' p 1cs alumin . .... ..... .. i VMH DISTANCE (25') MH DISTANCE (25 hil-I DI-WANCE QN) 7 Emitters (LED's) are arrayed on a metal core PCB panel with each provide7with built in gasketed Wire I.......... 7 ......... ......... ......... ......... .................... access for Fixtureisupply Wire ......... ......... ..... ........ ......... .... ........ ...... ........ ........ ......... .......... ......... .......... 5 emitter located an a copper thermal transfer pad and enclosed by II7 connection. 4 - I - I t V7-1- -,- 71 7 7707 7T 0 ,7 7,�, 5 I4 ......... .................. ----4 4 an LED refractor. LED optics completely seal each Individual emitter to I> 7- meet an IP66 rating. In asymmetric distributions, a micro -reflector 3 7, I4. rV 0, 10 'Ie 11 I 8 W, inside the refractor re -directs the house side emitter output towards ..... ..... . I-777- 2 --.1 , J LU T, the street side and functions as a house side shielding elern ..... ... ... 7 I ......... ..... ........ . ... .. a) I , " , 7- Refractors are injection molded optical acrylic. Each LED refractor is !�i i:c ........ ......... ......... .......... .... �w 4 64 66. 7 7 MOUNT PLATE 0 -7- 7, 7� 7� TT7 V 7 sealed to the PCB over an emitter and all refractors are retained by 0 I< TI. ..... ...... . .. .... . . ........ E ...... ------ ... ... ------ ------ 7' SQ. - ---- ------ i �l,".".�.�-il.�'�'ll,�i.,�,i� �11-�,,�Ry.�`, . , j �, , 7 C: Ispecialized street, site, and area distributions. All distributions are Zero I ry ........ ........ .. ...... . ; . ........ .......... . ....... --- ------- ------ --- I...... ........... ...... ------ ------ Panels are field replaceable and field I11 20595 119 M-UGG3 22232 128 K-UGG3 23403 135 nUQ.G3 24573 1,12 E13-1.10-133 I , 5 V: . I" - ell, m I------ i Uptight (UO), Ful _Cutoff. TOP VIEW IlFR 20732 119 83_U0_G2 22381 129 83-UQ-02 23559 136 83_IJo_G2 24736 142 rotatable in 900 increments. ........ ....... ...... ....... - - ---- ------ ....... ...... ... ...... - ----- - ---- --- < < -02 . .... E13-1.10-G2 .... ............. fl-MI. 2a595 119 134-UGG4 22233 128 B4-UG-G4 23403 B4-1.10-G,rl 573 142 84-IJOG4 135 24, _50" DIA. t........... ..... ..... ...... ...... ................. - ------------- ----- TYPEIII-W III-M 2G964 121 83-UO-G3 22621 130 83-UO-G3 23812 137 B3-UD-G4 25003 144 B3-UO-G4 (13mm) TYPE Ill-M + HS TYPEM-M U_ 0- LED Emitters (140mm) (4) HOLES 19456 112 B3-1.10C-4 21003 121 B3-UGG4 23214 134 83-UO-CA_ - ------- - --------------------------- W 20797 120 M04_13 22451 129 nl.10-G3 2.3633 136 B3-V.),03 24814 143 53-1.10�04 High Power White LED's are driven between 350rnA and 875mA for a 0 MH DISTANCE (25) MH D15TANCE (25') MH DISTANCE (25) MHUSTANCE(B-) ----------- RTT181245 109 B3-1.10-G4 20452 118 133-UO-G4 21526 124 D3-1.10-G,I 22604 130 B3-U0G4 maximum output of 2.5 Watts nominal. LED's are available in ......... ........ ......... ......... 5 .......... ......... ........ ......... 5 ......... ........... I ......... ......... ......... .......... 5 . . . ......... ......... ....... .......... .. ......... 1 5 1.10_�2 25936 149 84-UGG2 VSQ-N 21?37 126 84-uo-G2 23,166 135 114 W-G2 24701 142 B4- Istandard Neutral White (4000K), Cool While (5000K), or Warm White N/A MIA CO VSQ-f,I 21314 123 B5-U0-G3 2.3010 13.3 135-UG-G3 24221 140 1354.10-G3 25432 146 135-U&G3 ORDERING INFORMATION Spec/Order Exomple; VLL/PLED411/ LED-525rnA/30K/277/PC-T :3 0 II4 ----- ------ 4 4 4 (2700K & 3000K), All Standard LED's have a minimum of 70 CRI. IIaConsult Factory for other LED options. Lumen Maintenance of L94 at Luminaire Optics LED Mode Voltage Mounting Finis Options 3 94 Bl-UGG3 171 3 71 104 BI-1_10G3 3 IIIFR- 88 81-UO-G 60,000 hours (TM-21 calculated at 6x'rest Time). 95 a]-UO-02 17410 100 BI_LI0_ 18280 105 81-1.10-G2 - VLL PLED -IV -FT 80LED-700MA/40K XXX 1 xxx RPA 2 . . . . . ...... 2 .... . . ..... 2 2 I 2 111-M-1-Is 15238 88 81-UGG3 16,150 95 Bl-U&03 17315 ]Go Bl-UG-03 Wlai 105 BI-U0-G4 F 0 Z U wo ... . ...... - G4 16948 98 Bl-UG-04 17796 103 BI-1.10G4 True Amber LED's TRA-True Amber LED's emit light in -the amber Luminaire Optics LED Voltage Mounting Finish Options 0 P/-HS 15739 91 81-UO-G3 16991 98 131 -UGG3 17885 103 Bl-UG-G3 18780 106 81-1.10-G3 31" o Ill-W-HS 14916 86 01-UGG4 16101 93 l3l-uo- Ispectral bandwidth centered on 585-590nm, True Amber has 0 2i 1 o I IVFT-HS 141374 86 B I -UG-GA 16058 92 8 I -UGG4 16903 97 kSI-UU,r.;4 1/74a 102 BI-U()�G4 (387mm) (767mi-n) ------ - --------------- negligible blue light and is suitable for wildlife, 0 ------ --------- - - ...... .... ....... :_ ...... II....... ...... ....... 0- ......... ......... ................. ... . .... ------ ...... .. ..... ...... ....... 12.f .. ........ .... ......... ......... ...... I.. . .... .. . ...... mr 0) inc. LED Count PLED-11 RAL-9005-T U) 0 40LED 1-1 875mA El 30K (3000K) 208 (Example. ED/48) HS-PLED ........ ...... ...... ........ ------ - ------ ----- - .. --- ..... ....... ...... . .. ...... m operating temp �rature of -40 F/-400C. Driver(s) is/ore UL o- 0 ........ .... and cUL recognized and mounted directly against the Electrical EJ TypellFrontRow White lIExternal Glare Shield 7OOmA L ...... I ...... L ...... I ...... . ------ ....... ...... I7 40K (4000K) E] 240 El 2-180 MiIiii-is Housing to facilitate thermal transfer, held down by universal FRONT VIEW PLED-11-FR RAL-9003-T 0 Z 4 Sided TYPE IV + HS 7e EGS4 TYPE IV TYPE IV -Fr TYPE JV-FT + H SIDE VIEW A 7 clamps to facilitate easy removal. In -line terminal blocks facilitate 0 50K (5000K) 0277 [-I Grey T ";,r j� 77 yT TOW ig 525mA E] External Glare Shield IM Type Ill Median -Q4 wiring between the driver and optical arrays. Drivers accept an -7004-1 3 Sided Reof W edge EGS3W ARM Illuminator El 350MA El 347 MH DISTANCE (25') MH DISTANCE (25�) MH DISTANCE (25) MH DIS TANCE (25') . .... . 2-90 RAL input of 120-277V, 50/60FIz or 347V-48OV, 50.6OHz, (O I OV ........ ..... ........ ......... ....... ........ ..... ....... ......... ......... ......... Z U) 3: . ........ I'll, '� L�',� 16, k V�� J ',�Ijq� ,;�V�,�,� IRA Dark Bronze PLED-11-MIL 0 a; Uuf- T- surge protection, Luminaire supplied with 20KV surge protector for IJi RAL-8019-1 True A 4 CL W 4 El Type Ili Med. Qo Gz 7q_�,!�' Round Pole A cl� .5 'U, �U- T dimmable driver is standard. Driver has a minimum of 3KV internal rnber' El 480 4 4 7 El 3-90 SAM field accessible installation.) Green E] Twist Lock Receptacle X IPLED onsult Factory 3 --- ------ '3 IW 0 Only TPR for Other RAL-6005-1 2 2 Type Ill Wide or, ------- Finish 3-120 7-Pin Twist Lock I-.54 107 B3-U �A 115 PA-U B4-U O-G4 0 I I ....... ......... i .. ......... 11-FR 27536 107 133-UG-02 29727 84-UG-02 32M6 128 B4-1.10%G2 Electrostatically applied TGIC Polyester Powder Coat on substrate PLED-111-W CRI :)ptions Receplacle Only ........... ...... ......... ITPR7 + Premium prepared with 20 PSI power wash at 140'F. Four step media blast HighrLow Dimming for :3 I11-ML 27355 107 84-UO-G4 29531 115 135_uo�Gs 31085 121 85-uG-G5 32639 127 B&UGG5 0 Finishes 0 III-M 27U32 109 W-UO-G4 3ON6 H7 B3-UQ-G4 31627 123 114-UO,� 33209 Wo Bel_uo-� and iron phosphate pretreatment for protection and paint 0 Type IV 04-90 Switch by OfhprslSi�W CL IPLED-IV Iii-W 20041 fur UJ-UUAz�4 Z/tyr/ IUY al.10434 29365 115 BU(Xa5 30&34 120 83.JJGG5 ...... ..... ....... .... ...... .. adhesion. 400OF bake for maximum hardness and durability, ..... ... Levels 50/ 1 DO or 2511 00 0 IV 29820 116 83-VO-04 31369 122 94-1.10-G4 32959 129 B4-UGG4 NOTES: 171 Rust w-uo"d HLSW LU I(Example: HLS'1112.15) 0) Type IV ....... ....... .......... . ......... ...... 98 165 106 1)3-1.10-G5 2 a) M . ..... 27 8595 112 K-UGG5 30024 117 83-UO-G5 I - Adia bi e I n 35OmA & 525mA [-I Patina PLED-lV4 11 I I......... ......... . . i I1W ...... ......... ...... . . .......... ...... 2B671 113 B5-1.10-G2 I El Photo Ceii + voltage ........ ........ . ........ VSQ-5-r_ 0 . ..... 80 1050 31168 122 B&UO-G2 32808 128 05-UGG2 3M46 134 85-1.10G2 drIvecurren1swily Wall Mount NIA N/A Copper (Example: PC) 2010 IVSQW 1 28310 110 M,UO-03 119 115-1.10-03 PC+V 32170 125 B5-UO-G4 33779 132 135-1.10-04 PC VSQ-W 27634 108 85-UO-04 29833 116 135-LIO-CA 31403 122 135-1.10-G5 32973 129 B&I.10-GS El Type V NuffOW El Single Fuse X II93 UZU04,34 (I 2OV. 27M SF (1) 0 IPLED-VSQ-N --- 11-HS 20005 78 81_1UGG4 21596 84 82-UGG4 22733 89 132,UO,r,4 23870 = __J E___ --- I --- I El WM TYPEVSQ-M rYPEVSQ-W TYPEII-ML I[-FfZ-HS '20349 79 BI-1.10-G2 __21968- 86 BI-UGG2__ 23124__ 90 U I -UG-G2 24280 95 B 1_1.10_�2 a) - III-M-Hs 20239 79 81-UO-G4 21848 85 81-UGG4 22998 90 BI-1.10-G4 24148 94 all- Type V Med, For smooth finish n Double Fuse VO-04 M replace suffix 'T' (206V. 240V) DF (D ]T Consult Factory for iii-w-Hs i9aw 1 77 a, 1 -L�- 21385 11 11-1.11�G4 225 FI 88 8 I -1.10-G4 23636 92 B1 -U(�135 PLED-V-SQ� Other Drive Currents I.0fC 0.50fc 0.25fc 0.10fc] I proided with inountinq with suffix's, 0 IV 113 21 1 6 9 BI-U0wG4 24943 97 Bl-UG-04 bracl<et and cover. (Example: RAL-9500wS) E] Blue-Toolh Progrornmable 19756 1 77 1 !31-1.10-CA 21328 83 BI-1.10-G4 202_4_5V+ N 81-UQGA 23573 BI-UO-05 El Type V Wide PhoilolMotlon Sensor 0 U,L Listed for in 0 UQ L PLED-V-SQ-W Consud furfor for (Factory - Motion 50i I W 0 Wet Location IES File downloads for this product can be found at www.usalig.com/downlo-ads-Lasr.-htmi IES File downloads for this product can be found at www.usgitg.gom/downloads/asr.htmi 2022153 cudoincolofs Photo 70.) MS4311 0 E < U.S. Pole Company Inc,i MADE IN THE U.S.ARCHITECTUIZAL U.S. Pole Company Inc, MADE IN THE U.S. ARCHITECTURAL U.S. Pole Company Inc 1 660 West Avenue 0, Palmdale, CA 93551 MADEINTHE U.S. ARCHITECTURAL U.S. Pole Company Inc.1 MADE IN THE U.S.ARCHITECTURAL An Employee. Owne Coinpony i Phone (66)) 233-20LV www.us,.;;1fg.corn Lisift An Employee Company Phone (661) 23�-XAJO An Employee Owned Com any I Phone (661) 233-2000 www.uslfg.00rn An Employee Owned Company Phone (661) ZYS�20V) 0 tirm Ift p LIS& US& -0 0 3: 0 Submitted On: Apr 3, 2020 5/6 Index Page �ubmitted On: Apr 3, 2020 6/6 Index Page Submitted On: Apr 3, 2020 1/6 Index Page Submitted On: Apr 3, 2020 2/6 Index Page JOB NO. (n (n 0 C: 4 P M IC 06 47118 CU V) C 0 SHEET NO. 0 CL - C) LI E5. 0 U) -r- E L — � , , � 1 , m"t � , , � �k� � g 1 , 'k, , - �,r,t ��ti: v,.,; '.,� ,.,; � ;W �.:Z.,;�,�.: -.z �.z ". - . - - .1 .. ' , 1 V v va.x '. ; ..... Virginia-Centra I 01 1"oo : f ..., .. � , . ,. .1� : 1". , . . : , ,,, . , ,,z�,�:,;�I.I..",".:,.,�'....� w I : akn,� " I— . . , 11 "' " "Ilk",*35"..",�. " I . Z , , - n. i I k ,�' V � IfNllifl. V� R . - - ;kk I , Z k� �� I 'R � lgl� .. W: vl�� ,.i., 'Ndo,,� 6'�"�', ,� �,k � 1* 1* 4, I I . ,� Submitted by Lighting I , . 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Pulmdala, CA 93651 MADE IN THff U.S. ARCHITECTURAL U.S. Pole Company Inc. 660W,e3tAvenueC.P mdule,CA93551 MADE IN THE U.S. ARCHITECTURAL U.S. Pole Company lnc,l 660%V,�stA,,en-,ioO.Pc,iryid,ile.CAq,1551 kIADE IN THE U.S. ARCHITECTURAL CHECKED BY An Employee Owned Company I Phone (W) 233-20GO wavi.usoAg.ccim LOS& lmgffmmlffisffi�� An Employee Owned C�ornpony I Fhcno(66I)233-VQW mv,musulfg.com tisa me Emmmaxr-12wrium An Employee Owned Company I Hic>r�e,(e,61)233-20CX)",,Pwii.u�oltg.com t i .1% & I= EH�1211 An Employee Owned Company I Phnna(661)23-3-�W) wwd.waIkj.oxn tisa NMNKMKZ1113�01 . i . I I 0 Ill B. CICHOCKI Submitted On: Apr 3, 2020 3/6 Index Page Submitted On: Apr 3, 2020 4/6 Index Page Submitted On: Apr 3, 2020 5/6 Index Page Submitted On: Apr 3, 2020 6/6 Index Page 0 SCALE 9 N.A. 1, 9 I I—. Submitted by Lighting Virginia -Central 11, ... .. 1. ��.x. .. I I I - 11 1� I :� "., ffl:� �: : , ; � . � ?. �i,. M ! � . I U-�,'. : : � � , . I Ily i I . 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I ; (new) So food Subdivision I 1 & 12 - REV. w-. ,I z m m . .r.P...'M f.N*",I"'. ., ., - REV, * : i �ew) Southwood Subdivision 1 1 & 12 - REV. � q,ggq,,',�i�,.gq . � (new) Southwood Subdivision 1 1 & 12 - REV. : "."."..- :� �11�irllllt 1 . . � I'll t z f , , , I � : t . . ,,, .. ��, ,; �_ - , �,� .w,1-114H+fft �, . "I ... I, , til��`,D, 1`,DD�z ! '. .4 I I E, iv,-;,-.,t,,t,,..-��, �� I�� V, :'LIGHTIN ` i I " I I : i ; � . I - I ' �` �� Q".;��'.,�.�:��-..�.�,.�z�:,.,�.�z,..",�.'��'...'�".,�.'..,,��,.,."�:�. "...*..' I ��I �R�R'kUi "k ffifl; � I � I I � , : t, � E I . t (new) Southwood Subdivision I I & 12 - � �g',.",�".- , , - / �i. , � . , I . . ` .. t ". 16.1'�..'�ll,�,�,,��,��iy�i"�lk,�,,�.I 'ki"X"�Xi'U'R F 1014T - I I z C ".. , t� I ... ID�, _ , . I I , ,� .-. i ' , ' . : � �, ,I K� IN . l,gk�""v�gk �� ... I'l. �,): �; 1 . , ,� , 11.111., �. 1.1k, M, , , k - . 1. :f Ni,-�,.�.,;';, . 1, . .- � " , : � .� . 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'.I v P. ,I I , � ! g k " " IA. ., � * : , 14 I" 114 'I'MMWk le"'V tit'.1111t,11.11, I 7 WWI, !Y1." ` 1, " V �11.:_ - , . I I , � �1!1� ill-11, I , ki..&N. , �,,�;� �1� , , C"K11.1,41i 1."111, MM't , a M_ 'W. J,, � I, % L " �: � . �!,�&��,W . . � , , - "� � . I R.. 11 .R., t " 1""',' , � -,� . , "'111iff D14" '"I ;N. "I., I 11:1-1:11:11 I ".;-m � � — 11 PROJECT NAME: AREA & ROADWAY LIGHTING PROJECT TYPE: VLL SERIES - LED VLL SERIES - LELE) VLL SERIES - LED . N I SPECIFICATIONS INSTALLATION DETAIL PHOTOMETRIC DATA GUIDE - LM-80 LUMEN MAINTENANCE . T___1 . f .11;1.t, ii','�',I�,`,',',� ,��,:f�.',�'�"','�','�,'R� '� _� .1 lu;,-"�.'� �i,';��-�w ��'n . ,.'� I I Ambient) ` , , il, "'.1 . , - �,,,, I 1, , , *1' ,� - .. ,.� �, !#1. ; i , � '� ",� , * A .. ...... � ., . I I V.... � 11 , 11 , � 9,; � � U 1 . 11"I'll"; tl VALULUME SERIES - LED ��,.i""�?."�,-�,�-,�,,,.,,�,�'e;,�"),�,�,.�,ie,,�,'�,�,i',i,.,'�,,,'�,��,,i,,�". I en Depreciation Calculations Done in Accordance With IESNA TM-21 & LM80 (25'C 1111"I", I, I . ., . , , - - " I - , e 1, 11, �,f, '. j,"I"'; 'I; f �': "', i �i, f _fyV,.��,,��,,g� TNI-21 6x Test Time Dicatates that L94 > 60,000 Hours. I " 11 �� I , t I MI ;" "I'll" I'M111 1v .., - ... ".., _ r ,�e ,t�,qp,.��),�,.",.I,��r��,�"O!r,c.kito�"O�IHP', rX,"I'vi;1,11,11,�'11 IV ,�,'R � ,., � 9 , � 6; ;�, . - , I , ,M,�,o K'il',"", � .., , tl , . POLE DRILLING TEMPLATE WALL MOUNT EPA & WEIGHT PLED- MODULES : _1 I 1.1 ��,��,�,,;'�l,'��,��,�,,.'9,1�i'� 1:11"", : -11, TF. . , � 1:1111, __., .. W: `:�v� 1-C � , 1KR _1 ,( R, . � RECTILINEAR AREA 1UMINAIRE 1 60,000 (]Gx Test Time Calculated) L94 0.94x I 1 l�i lc:-::-:- � ,/- (2) Nuts and 100,000 (Theoretical Calculated) L92 I 0.92x 06 f11,11111111lidl _,��I/ (2) Washers 150,000 (Theoretical Calcualted) I L89 [ - ____ O.agx - Luminaire � __F__ i 15.25' I 2 , �� :: �� 00 te Pole Cap --- / " " - �'-o provided — I - i I ,--- (387mm) ato 94 109 140 .1 � : a T--i L 2* olmrn) : � 0 11 " U a Heavy cast, low copper aluminum assembly (A356 alloy, <,2% : __� 11. " . i, fia - I � 1. so 0 .a Q100*0 copper) minimum wall thickness .188" with integral cooling ribs -1 ----- ___-, , 1""""' . I15'(32mn`)) ------ F �q 006�01960*01 VLL Square Pole Installation (2) Captive Bolts ---- : 'I' , surrounding the electrical compartment, LED Module mounting 2.76' - :0 4.2 *a to I - . I- __ ------- __ _____ - . � (70mm) .11 4- 09 a a lot '*' IN 0 00 / area is machined to within a 0.002' surface flatness variance for 1�,� WIREWAY (102r"Al) 00 *0 00 1, " a f maximum surface contact and thermal conductivity from the LED .563" DIA I - M ELECTRICAL DATA GUIDE - AMPERAGE CHARTS _F__ (14min 80 LED Module r��---___--- modules to the radiating fins. Passive radiating fins above the LED - �_____ 33.6" , � -1- L - _- - _- _- - - 10 Square Pole -_ -ilal management and long LED life. r� NOW i, # of System 1-1 - ��...".��"".��l".��...".��l".��...".��.."."��.."."��...",��.-,'.'.��i;�i!i��.�,,��,�!.�-"�.,�!-�,"�,.�.,� -_ V) Optics provide superior them I -- 1_4,__�____f� '. (787mm) __ I I :�:�__- 347V 480V I :;:,.., .-() mA 120V 208V 277V , i . , ,,-- :: . , it " . .��:,! ,:::::::: The optical and electrical compartments are integrated with the I ',�, I. :;!;,;; ", ;;..i;;�;-:�.;': .., , :� ��_ i _ /*'"*' LEDs Watts . . . I � .... . 406" DIA. (Iomm) I I" , I I 10�� support arm to create one assembly. Cast and hinged driver (3) HOLES '.... ?,.� ,:::; � ....", . ...;, 40 350 43 0.36 U1 0.15 0.12 0.09 'L � "; 11 '1110 I I �e U) : * 0 ... .: 0 4.1.11 .. .. X�%;!. . - . * :::;�. it;; " 19 IF" " 0 40 1 525 65 0.54 0.31 0.23 0.19 0.13 H., " oio .-'d � compartment cover provides access to the drivers and wiring. m � _ `i;:i;.` I . - - - - . . .. .... d a 0 0 0 � --__ ___1 � " *." , , � Extruded aluminum arm and cast 40 LED Module I � \ 40 700 1 87 0,72 0.42 1 0.31 0.25 0.18 U I I PLED!, Optics aluminum Wall Bracket assembly - Hinged Driver 40 875 108 0.90 0.52 0.39 0.31 0.23 Emitters (LED's) are arrayed on a metal core PCB panel with each provided with built In gasketed Wire Compartment Door Q 1050 128 1.07 0.62 0.46 0.37 0.27 emitter located on a copper thermal transfer pad and enclosed by access for Fixture/supply Wire I < < an LED refractor. LED optics completely seat each individual emitter to connection. - e . 80 350 85 0,71 0.41 0.31 0.25 0.18 1 0 > �_ meet an IP66 rating. In asymmetric distributions, a micro -reflector )___ , 60 525 129 1.08 0.62 0.47 0.37 0.27 � ., :1 1� :;:;:! ..1_1 ::: , !::::. � : !!:;i:: %i:%:� " r, 7: , , t , " : , . �, I 1. ;::::::F ,::: - '. !� J .,� ,;:!:*, � ,.. i '1;:;::1:i! -:1 1 . ;:. ,,, .... ; , . , ,. - .:, I...; ..". !;:.� ,-;I- " . .. �;::;:i �t!, t "............ 1 1 ,' " 1 ,." inside the refractor re -directs the house side emitter output towards - ;: it!' - "!; .t,� EM , :.: , . i�.'i�` ""'.*i�..".." ..J LU LU I __ ;!::i �' : It'!, - � - , 1, , t ... � element, i;,,.i1.,;i, . - (2) Nuts and , it;ii,:, 1, _;::, :::: - 4 J _J 0 (D the street side and functions as a house side shielding .,.,��lli�ll.��.-I.i�.-i�..-"��1,1��..'��.":�..":�..'��..".��.,.,��i (��D /' (2) Washers 80 875 216 1.80 1.04 0.78 0.62 0.45 (n ,tor is ii� ... I I-,, - .. MOUNT PLATE W (D Refractors are injection molded optical acrylic. Each LED refrac N I& 0 sealed to the PCI3 over an emitter and all refractors are retained by ij;�., I Pole Cap --- / , I �14' provided 80 1050 256 214 1 23 093 074 053 co < :.,-,,,,:;."","".,-:,*".,��.', -`.'Z;,,-,,1,,,i m p m I I I I I 0� . ., . �,.: 1 i,-,i",.t.:,i. . � 2: an aluminum frame. Any one Panel, or group of Panels in a luminaire, - ; () _F__ ! 0 E have the same optical pattern. LED refractors produce standard and - _F �. �:".,�:�::.�,�!:;j:�:�:!:j: : ,,, I LiJ �e . ��i��.-,'..;�ii��i��i!�i�!��!!�i��i��l!!��:�;��!;�..::�:::;:::i!�:j:�:!:.,.�!�,�:�,'��, ; specialized street, site, and area distributions. All distributions are Zero 7" SQ. 5.5" :1 -1 ".., ... - ",."..""..,:-�.6";.:.:.:;i�i�iii.�".,.,r.-I'l.I (2) Captive Bolts ED ry �,v .. ! ; ,, ::,� - arn ;: .. , """*"'I' " ""' ::: .4,13 ., 4 , - - I :.. .�:�, ;: .... . . . 1 , >1 (I 78n ) (I 40mm) : ,.... :..."'....'.9'......". J. - : W',,1,11�. I -0 Uplight (UO), Full -Cutoff. Panels are field replaceable and field 11'.... ..'', ,_ � - W: I --- � I _J - rotatable in 90o increments. TOP VIEW -.-I.-.-- - - _L I < �- 2 / . 1% X�: 7 i.,;.,,.,,.�.i...-..:�,;::;:!:;;:]�il�:;!::i::;;I�;;I:::!:;it�;�::��::;�l�!:;�.....,.......*.....,......,".,."*.,.]�I ._50" DIA, I - i____ ., - :.i .., .. < LL LLJ 13 ) .. .., 0- I mrin I 0 /. , �::::: .. .., 5.5" - 0 it . . �t V . , r� ., 11,91, 09m; .:;i:: . - - N LED Emitters .1 ------ k (14G,mm) d �4) HOLES ___� �' I -- . V 0 - 15: High Power White LED's are driven between 35OmA and 875mA for a - - , � .1-0 - ,�>, I I -��:� - __[ N :�:::::::::::::::::::: , — �_ ,_7��-__- - ___ .. a � I 6 - ====.i I 7kil, 11 : � -_ - �,:",.-bo iot"..."y".."i, #,'..�,-( Of llb � / . = r 75 MaAfTlum output of 2,5 Watts nominal. LED's are available in I _2 - co __ _ - � N standard Neutral White (4000K), Coot White (5000K), or Warm White C I ORDERING INFORMATION � - 1 . ... Z C:) (2700K & 3000K). All Standard LED's have a minimum of 70 CRI. ------- __________J Spec/Order Example: VLL/PLED-111 OLED-525mA/30K/277/PC-T � ; 01i 0 Cq .... 11 ...... . .......... . .. 0 CL � Consult Factory for other LED options. Lumen Maintenance of L94 at = --------------------------------------- � .... J -_ / =) 11__ (O I Lurninaire Optics LED Mode voltage Mounting Options I Round Pole T_ i I — 1P 0 � 60,000 hours (TM-21 calculated at 6x Test Time). i. 11 if fl :1 A A it- I VILL � PLED -IV -FT I 80LED-700MA/40K � XXX I I XXX HS-PLED/80 RPA I Adaptor provided U C wl Gasket 0 0 True Amber LED'sTRA-True Amber LED's emit light in the amber 3 Lurninaire Optics LED Voltage Mounting Finish Options I 0 1. -a 1 15,26" i 1 31' ------ i .-- . " _r spect I --, , _ B ral bandwidth centered on 585-590nm. True Amber has r ------ (.387mm) ------- I --------------- (787mm) ------------- 1 � _ �� .... - Hinged Driver _ negligible blue light and is suitable for wildlife. I PLED" # of LEDs Drive Color Arm Mount standard - � ,z. , 2 EL-11- ...... F* ... � Dstributiot) Type Current Temp - CCT Textured Finish . Compartment Door 0. 0- IlLiD L.E.J0 0 _ L — LED Driver(s) --- 6" ---- �� (162mm) PLED-11 RAL-9005-T 0) Constant current electronic with a power factor of >.90 and a IM VLL El Type if 11 80LED ID 1050mA El 27K (2700K) 0120 ill W FI Black 11 internal House Side Shield �: li� I le�� I _ �_i !no. LEO Count _q minimum operating temperature of -40'F/-40'C. Driver(s) is/are UL t 0 40LED 0 875mA [I 30K (3000K) [] 208 (Exampie: H1,P( .ED/48) 0 Z and cUL recognized and mounted directly against the Electrical [] Type 11 Fron� Row g�� 11 700MA R 40K (4000K) El 240 1:1 2-180 mi-0 171 White 003 F] External Glare Shield ._,______.,_.__ 1 21 Housing to facilitate thermal transfer, held down by universal FRONT VIEW SIDE VIEW PLED-11-1`11 RAL-9 _T 4 Sided EGS4 _____"__-, 0- clamps to facilitate easy removal. In -line terminal blocks facilitate - 1:1 525MA 0 50K (5000K) [I 277 2.90 % 0 Grey E] External Glare Shield Wall Plate ........ "" _., I 0 wiring between the driver and optical arrays. Drivers accept an El Type Ill Me,dlon 11 RAL-7004-T 3 Sided Rear wedge E0$3W I" 3: input of 120-277V, 50/6OHz or 347V-48OV, 50,6OHz. (O - I OV 11luminalor (( 00 El 350MA El 347 I - _'� .- Q� PLED-11-MIL VLLWM Installation (4) Bolts by others ---, , I I " _. _ - __� I-_ dimmable driver is standard. Driver has a minimum of 3KV internal El TRA 17I Dark Bronze 0 Round Pole Adapte I", . - __ _ " W surge protection. Luminaire supplied with 20KV surge protector for True Amber' El 480 -1 3-90 0% RAL-8019-T ,_ - I " - __ I = 2 field accessible installation.) El Type Ill Mled. M__ 1 6--,-- %, ,O , - 1, 0 PLED-111 Consult Factor/ , 171 Green E] Twist Look Receptacle ". -W -1 t�l___ " �1, 17- for Other �:��il::ii:li""i�-".��]:�i�:�..',.�;i�:��;i�:;ii RAL-6006-T Only TPR - __ -a ,� 0 ' El 7-Pin Twist Lock � - - _. ----.,-, __ � — J-Box - . _,,_�"� , _'. I - I - Electrostatically applied TGIC Polyester Powder Coat on substrate PLED-111-W & CRI Options 'T I - - Q,el---' , :C Finish F] Type Ill Wide 9M LED Color, CCL SR,F;CJFiY El 3-121) ' ' 0 - �_ 0- prepared with 20 PSI power wash at 1400F. Four step media blast �, + p,eM,,,M Receptacle Only TIRI :> ",_ �`, �Y----__ I _____1 _ 1_�__�., ��- D , e IV Finishes EJ High -Low Dimming for _ !:� I 0 Typ MM' . _��,�_�-_,�- - - ,_ -1 C� and iron phosphate pretreatment for protection and paint LJ 4-90 Switch by Othe&s/Se4ect , . -::;� � �-- , � � -IV -1 .- - = -1 - I - adhesion. 400uF bake for maximum hardness and durability. PLED n Levels 60/100 or25/100 I it7 - /,/' - _ �] 11_�, I - - NOTES: El Rust , _ �y (Example: IMI/25) HLSW , (3) Set Screws 0 0 Type IV ]-Available In MmA& 526mA 0 Patina , provided 0 0 PLEWV-FT rILIL-ol�l drive currents only Wall Mount EJ Photo Cell+ Voltage :Z1 copper (Example: FC12OV) PC+V Q) a) 0 Type V Narrow PC V) = PLED-VSQ-N N 11, 171 Single Fuse 9 [71 WM * (I 2OV, 277V) SF (9 0 Type V Med. Consult Factory for For smooth finish El Double Fuse �: PLED-V-SQ-M M Other Drive Currents VIM - Wall Mount replace suffix *T' (208V, 24M DF 0 ptotrlde-:[ with mounting with suffix 'S' 011ie -Tooth Programmable C\1 btacket and covcf. (5xample: RAL-95MS) El � U.L. Listed for 0 Type V Wide Pholo/Motion Sensor U, L (Factory-Molion"01100" & Wet Location PLED-V,SQ-W Consult facto(for �, (i) 11 0111 � 1 1 1 1 1 1 Custom colofs Pho(o 751c) MS-F31I < X U.S. Pole Company Inc 660We3tAvenue0, Palmdale, CA93551 IhAADE IN TH� U.S. ARCHITECTURAL U.S. Pole Company InCij 6601,%fi�,�tAveriueO,Palrnwie.CA936'jI MADEINTHE U.S. ARCHITECTURAL U.S. Pole Company Inc.1 6dowest,,,,--iueo.P(ilit)dule,CAI),Vi�,I MADE IN THE U.S, ARCHITECTURAL U � S, P o I e C �JTp a n y rl n c. 1 660 West Avenue 0. Pdindti!e, CA VIMI MADE IN THE U.S. ARCHITECTURAL EL An Employee Owned Company I Phonu (661) 233-2000 www.usaitg.corn LIS& EM An Employee Owned Company I Rione (661) 233-2000 www.usoltig.com Ari Employeo Owned Company I Ithono (661) 233�20U) vivew.utiaRg.coni tirm A- M= An Employee 0 compa ly Phone (661) 23VIWfJ www,usaltg.con) LIS& Em -0 I I Lisa MWEEMEMIMUM 0 - 0 _J_ 3: = . . I ' I . . 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CERTIFICATIONS i : i ...... ��:,I��;! ., NIA NIA HOUSING ELECTRICAL , � ", ...;:.�..�.1:!.",;!..,.,�!.�,'t��..�!�..*�!-...*�.�'�..'....,i."�i".",..,', ,.,.. . .. 5 : , eg ; I �` uo� _ i ._ , __ 3 ...... ;,!.;�; . , I .-------? ........ ........ 1 4 1___ - ... I ....,.." !!�X:;-%: 11,,;., ,� I - 1111.11 ... ......... t ........ .1_F_1._..1_1 .I--- 11 .. ....... ........ _F_ I—— 4 ....... 11111 ........ � I—- 11 11-1.1- �� - Rugged die-cast aluminum housing with - 120-277V, 50/6OHz electronic drivers - DesIgnLIghts Consortium* (DLC) qualified. . =) . : . I r d ; -1 �j4.i NISQ-W 2 5-1.10 G3 22461 129 24825 143 135-UGIC-11 mounting, 120-227V only for SCOISCP, 120 or 277 lyfrjrSWP,SWPM,E&EH � : I I � I I I ��: _-._-1-'_'_1�. i�l'i�;�i��ii�'t��ii;�!!��,::: ; 0 :E : ::;:::: ; I11-HS IVJ62 87 Bl-UG-G3 16260 __ ;;-�11;1_, _1I 1-1.11-1-- 3 __1_1 i I- _1;-1 __41 rl .111.1-1.1 3 11 T ; - _ I 4,10-G3 17115 99 B I -UO-G � corrosion resistant powder coat finish - 347V and 480V available in large SG2 Please refer to the DLC website for specific . 3 Must order minimum of one remote control to program dimming settfings, 0-10V fully adjustable 0 U I.- .. . N I , _1_-� - . - ; i�i; ��:!i;�!�;!--.' '1',�,--',-,,',!.,1.-,.::! l��'�� -FR-HS BI-1J0-G2 16539 95 131-W-G2 17410 100 BI-UGG2 q dimming with automatic daylight calibration and different time delay settings, 120-277V only - _", � �:::j product qualifications at www.desigrilights.org :C �_q _.. � .1 2 4 ...... ...... ,.-.-., 2 --.-. ....... 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Side movement avoids damage to the lens , I I t -,-,-I — - Battery backup options available in larger SG2-50-4K-PCU 4GOOK(70 51W 12-1811 120-277V 5526 109 11(5.0) I \i- I . : I 108 83-UO-G4 B3-1.10-G4 31389 122 1 WLIG-04 32959 129 B4-U0G4 � - I 1, I ... (, ! ; . 1-111, ....... ...... I �... __ .1 .. ... . * ...... 1Y. ..... - ...... .............. . 1-1 1. ... I ...... I.,---. '.. _ � I .... .. : .... .... .. ...... ::..-- ......_... .. .- _......._ IV_FT 25163 9$ 83-UD-G5 27165 106 83-LIG-GS � — D�u 1 J0024 117 a i-UGG5 and helps prevent injury common in drop SG2 housing rated for either 0* C or -3V K. ROESER J "I I . I ."A' ; I ' - : i : I - down hinge designs SG2-80-PCU 5000K(70 80W 15-25ft 120-277\1 Dark Bronze 8061 101 11(5.0) IT I I I I i - � : . I IJ3 B5-UGG2 31168 1 122 B6-U0G2 32808 128 . : I � C. Performance exceeds NEC requirement ...... 11 ...... : ..... ... ......r...., ..... .... .... I .......... ........ I',"",,, _.... .... � .... t ........ ......... .... I .... 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ROESER 79 81-UQ-04 21848 85 Bl-U&04 22998 90 W-UDIG-4 24148 94 81-UO-CA :1 RM � I 1 21 0 ""'' �,�"1111'1.�.,,ky,70. � � ....... M W I 0.0 fm 0,25fc — 011 gg;� .;��.,.��j,'I,!�:�'e.��.t�"I Y�� . . a. W�W,l*.; ". IV-HS U I -UO-G4 1 22568 1 80 Bl.uo-G4 1 23756 1 llillv ", !. t, .... 1. .� , 1 , � fflzlq�;� __ ---------- v �,�' � I v:: ". ,'��, -113 , f , ,,,, kX,V� I- ._�, I] -1., -1., i, -1., _�, - -, - - - - - - - - - - , " - - -, -, _-, - — 21 1 � 1-22:2� - 1 � 11 If 4 .t 4 101 "3 ' F :, V lv-� - - . I I I -FT-HSI -17 1 81-1,10,G 1 21328 1 83 1 Bl-U&G4 1 22461 8; a _uD_r_ NIM 1 ,In I 111-054 I I ; .. : ,��,F�),�,��.�"Q�,.�1.11�.,.,.,�".,.I I I i IV 19756 1 ,5 1 23 X t..:tli.�...",.".Ii�lli4!:,.,.,''� -0 WZ :- ... I 1. � �t I . ff � � .� I �.: L, ,gk" Uu('' L70>50K CHECKED BY M .1 ,� . - , . ". W IES File downloads for this product can be found at www.usalfg.com/downfoods/`asr.htmi 1. " I.. . �. . �P.'�a, .�-'. �,n `�,O Ua4,K,�._,�; -- ----------- 1_,____,____.___..._. I � � .�.g','.;,.p��". I '_, I— I - '... IES File downloads for this product can be found at www.usaitg.com/downloads/asr.himl "i. . ,� ',', .% '. 0 ,�11111' ". � '. "O t,'� , .", -j", � , , _.. 1111141".". , N�,,ql� 1� 4.3-11(2.0-5.0) , I IR 'A., i ,I 4J �1111I I" VIRD, U �, 0 11.1-11.1 �11A10111! U.S. Pole Company Inc,1 660Y/esIA-,ariu,�0,Pu;riiciale..CA93551 MADEINTHE U.S. ARCHITECTURAL U.S. Pole Company Inc.1 660YIvstA,,e(iueO,flalw,dole.CA93651 MADE INTHE B. CICHOCKI 7 An Employee owned company i PhQne (661) 233-2000 www.usaitg.com LRS& An Employee Owned Company Phone �661)233-2000 vA,,-a.uso;IU.coin U.S. ARCHITECTURAL 1 I - � 11 1 I I � - .. . I . I . I I I .. ........ 1 . .. ... -1-1.1'.. I I 1. 1. I—— I.. � I—. � � .... I � � I 1. I— . � - I I �. I-- I I..... I.. � � - - ... . 1. � � ........ �. .. ..... .-I.I....-I . ..... I ... . ... . 1. I . ... .. � ... . � �. �.. � I �.. I I .. �. � � � ... I �. � I 1. I ... � � ..... I-- - . - � ... I .. . ... '... 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Specifications subject to change without notice. � Page lie Rev. 11/17/20 , � HUBBELL ' � _-7. - �_/� " " ' H ,� ��U:BIBBED! 1J la"ZO ,, AIROLED-SPEC 701 Millennium Blvd - Greenville, SC 29607 / Tel 864.678.10001 Website www.hubbelloutdcar.coiri , � Lighting (1411"BI I , � WGHLED-SPEC 701 Millennium Blvd - Greenville, SC 29607 / Tel 864.678.1000 / Websile www.hubbelloutdoor.com ,,,�,-�,\�g,,, Lighting i_��_il�_�_�., SCALE , �; __Q ._ __ ,5 ,_ ,2, . �g 15 .a. .. 0 .� ,,! - I I I I I I I ' Submitted On: Apr 3, 2020 5/6 Index Page Submitted On: Apr 3, 2020 6/6 Index Page Submitted On: Apr 3, 2020 1/6 Index Page Submitted On: Apr 3, 2020 2/6 Index Page 0 N,A. . . 0 - .I. 1. � ..� � .N,.,"".: z � ��X�IX .", ,, 101-1....111111111., . , .... "..4 .. , 'A. -, � Submitted by Lighting Virginia- entral A � , . .14__0 � s. -I �k . � I ..." ,I I .,�-, " : . . ci,� �� ' 0 1 - 'r, , Submitted bX Lighting Vir2inia-Central I , �, " W'Q �Q � �� , , - 'u -; k "' ",,t�, ' . .."O.". z r��.�.%]Q J�c . 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I, I - provides glare control, included with mounting knuckle or yoke (Includes grommet and 3'SO cord) available for energy- installation and wiring i LU SG1-20-4K7 Improved visual comfort accessory kits saving dusk -to -dawn access, single screw secures ED 0� >1 — and better uniformity operation housing closure _J -0 - LUMINAIRE DATA ISOMETRIC FOOTCANDLE < F. 11 11 -------- "I'll" 1111 11 -11 --- 1-11-1111, ----- 11-111-1111 ------- ..,.,.,,�,�1.1-1.1.�.-I"..�,.�,.�ll,�1.11,11-11,11.1--l�-11111.1.1�-�11-1111,.,�...'�-1.�.--�..- :2 ELECTRICAL DATA - ------- ----------- _ - - - ----- ------------------------------ - ------ .- i ; P 0 a. 11-111.1.1-1111---,-,-1-1-1-1-1-1111-1--l-l-I -------- 30 I : r < L1_ W 122 _P!;��qipj��9.... .......................... 1.40.0.0 ... Kel.A.n...17.0 --- C.Rl .......... � ................................ I ........ I I I I- I I . '........- ........., ... .. --- ---- : N I : I : - . 11 " ..... 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" �_ �,;"i,';',��,��,F,.,.V.,,��.I.'I e �i,�,,�",e "I 9 'R.) 11, " 0, "., Q9, 11 I 5, I I ' , . ?, ,I Ville g.-,�';" i. � , oun ng e g -fj�' 5�O FC [...,',"..'A 1.0 FC ��" . - i� HIMM.'i..'..., . I I .�iu. �,�.�,.�, 5.,q�.w 1� 11 t . - R IR4.Q CZ,J9 -i� �, , "" , ,1k15 , .�. i � : �i ! . : ! "' ''? .R..� , , , ; Upward Total 0.0 0.0 _ � 1.1�v .. CWR,��, 0,98 0.96 0.96 0.94 > 1� .-,,,�,". I. I"'' ,Nwi N'__. ". ,'�� q �� V Diagrams for Illustration purposes only, please �','54W,0' _ , 635,000 .1 - 1* �, 11 . _1_y1IM.11,I'. ;W;", ,k�.. " , � � ""A, `,,"",-', ,�, " ,'� ,'� "ll-'e, fill,.VMV,V� -_ i .. , I , (1, ,k,",", "I. 9 " "'i ;;;,,�r;";,r;�,,�,,�'i�,��,,"�,","',"�, "'."; ,", .1., -� g " � ".'.'.] 0. 5 FC . 1� I .� . .�_ i"111111 �`-*i - VW , ,.j � .�l.,�I.",",,,-�,��;;-,��;�;I I "'i 1�.�`,_ I T_ , 011�111111011111r, R.'o�,�;� -.e.,',e'.,,�,,i,,,,,,,,,,,,.�:"! ,g".i", "" i� ."I 2.0 FC f, .1.. " -, �1,111 ,,,�;.�*.��t,��-'�f.8.��.t"�.�,�,,,,,,, " "id , _ V .�. tl l".., .;,g �'.. OU, ''; '_ - - � I , 10"j,"T I 1i i� .., I , " . " , 1, . 6 I � "", ,� 0.99 1 1 � � 1,; �ITRXIJPReR I I 11�!,�, ,� 1�1�lffl < I 1, F'rojected per IESNA TM-21-11 * (N[chia 2196,700MA, 85'r.' Ts, 10,0001fifs) Data references the extrapolated perfofniance �_, 1 7.26- 13,84" 9.52' llIbs . " -i 1"""", ", .f , ., consult factory for application layout. X - -_ 0- I projections for the base model in a 400C ambient, based. on 10,000 hours of LED testing per IESNA LM-80-08 A __� C - (184mm) (352mm) (242mm) (5kg) -a ...... I .... .. .... I ........... ... .......... I ................ "...... .... ............................................................................ ............ ........ - ..... I ..... .... ..... I .................... I ..... - ... I ..... .... ...... I ............................................................... ............... ........................ - ........... I ..... I ........ .... .... 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'�& "' , � , BIBELL R ' - HUBBELL Page 6/8 Rev. 11/17120 0 2020 Hubbell Outdoor Lighting, a division of Hubbell Llghtlncj, Inc. 5PeCt1ICatI01IS subject to change without notice. X , , �'y - '� I '' � , -� i -SPEC - Greenville, SC 29607 / Tel 864.678.10001 Website www.hubbelloutdc)or.com / fj'��y Lighting ello I doo In I 141 " Lighting ALROLED-SPEC 701 Millennium Blvd - Greenville, SC 296071 fel 864.678.1000 / Welosite wwwhubbelloutdoorcom ig, �,4 4g g� ...... = AIROLED 701 Millennium Blvd AIROLED-SPEC 701 Millennium Blvd -Greenville. SC 29607/ Tel 864.678,1000/ Website wv,w.hub1b Lt rC0 ,, '_ � ,g_ , ,g , Lighting __'., � - ' �, -, �11 ��,�, .,.; ,, ,g " " 9K��, '!, �' , 1tft=11P.r..J"u._1.M, ,,r� __'� flg��,,,, . , Lighting AIROLED-SPEC 701 Millennium Blvd - Greenville, SC 296071 Tel 864.678:10001 Website,,�)ww.hubbelloutdoor.com ', , MK =3 ,,� WINUM .1NM?..§ 0 ' I ' ' V) i i � " 7�� " , , "' "' ""' "' , I Y, ;. .. - __.. - - 11� , , , I ,I � . 'i "I �� I : � , V"'. : " * :14 2R, "I" "' , X RX I , �Vw " 11, � � I .�. 11 I - I'll , � ,.. 'I "M :1 � M.k , ,,-.�,. I'll � �. 1 11 . ".. � k" P, V ", I� .� I I r �j ., �, i , ". " u ��. I "IR I � 1, I � �� , ; , �, X � M. , mt s " , ,I R :� ", M, ", '' 0 I 11". P.",6 " 11, .1 I I I . I . I I . I I . . / , IV �� F ,� �!, I I'll .. .. . � Sys,j� , I �, V,, , , ,,c � 11 �.,� , I 11 '' t. - : � L ; :I � :�, I . I I j�_ i I ____-Z. I ,( r- i i 'I I -) I I " )DI, - il I I �:::�� _; I . -_ ;P 4 I 4K7 FT I & �W 3K7 3000K. Fwd Throw I .� :,� 11 'i i I I I " � 1111R,1�1�lff ", , , , """' , , """""' , , "" "', , , , """' I * * "' I I "I'll", I I'll, 111.1"I'll ""I'll, ","'I'll, 11.1 _11111111 ,,.,,,,`le -I 1, '.... , , , ", ,."."i',, 1 C6 �Ubmitted On: Apr 3, 2020 3/6 Index Page Submitted On: Apr 3, 2020 4/6 Index Page Submitted On: Apr 3, 2020 5/6 Index Page Submitted On: Apr 3, 2020 6/6 Index Page 47118 � . �- r- :i: SHEET NO. Cf) C) � ET 0 ___: . co I A/ I P)V = " W U) (D 0 . ne E �e >1 -0 - 2 n (N N T_ 7� CQ C14 C) (N � (0 T_ � � C 0 _0 2 0 I a_ - 0) �: ,q Z 1� 0- Q fr_ 17- LLI :2 0 1_ _r 0 a- C) Submitted by Lighting Virginia- entral I 11.111. lf..� . . �, '. .. - , ., , � . I ". � I I � WI � � -111,11, I'll 11. �,q��,,aq�g� ,"��.��,'--'i,.�.,,,,��.,��'.,,,',.,.',�.��.,,,.-�,,,',,',,',�,.'-;,, ,,,�-�:�,;,�..,..-,;�.'�,�".,.",��....".', .`-,� . I . � � - �� , ,�, ', -x .,;, ..., -, -, - "! '�', "'. , . . I �,'�, INI'LAT . � ..� ; � - �, - P R ,,,�",f�:,�,,�,,�,,�,,�,�:�"":� MR .1.l��It��,'�M, ;f.1,11:99 ..J."I ,,.V-17, 1q,��,��ll'��,.�'I'll",��;��,� �,Rt�� ".0""'B"', o - � .�� .1� , .� . � I �� k�l � k'kq. 1 I �g,,e,g,q.� ,�,...,5�.,,��-,,'.,'��,��'.,".?�,,�,�.,.-�,,.,�,..-. . I. It. . g�i��, ,� 1 TMRM,gqgl,� Mq,�' , - , "..".".., ,.q.qq:g,�; I .,t .��qq��,.qqg �.,.k Wl�,. I . .. ..... Ill ..... , 111111111� I.. , , Ard4i J!nt'r V �gooivA�� ... .T .. , . . " , " �q'� ,, , v,.! :. 17 �� ", ')'�,M'N".",-,,.�g� . . I I . � I ., ,.. Job Name: Southwood Subdivision I I & 12 REV. _ .8",e : '"' `0'', _ Bi- �� , �� zz... ��,..Z",K,.'�'��.,;\(."".,.'�M"....I .XF�1,.1,M.,.W61, At, I . . �.. . I ... - 'N - i�..g.l,�y% �%�,�'?',�m�.(�__ _ .1 � K """,�.".'.','��:��,,��:,-"�'.�:',.'�!%�z%o(. .�!� ih�.H?, I ... _�Y �,ya t" g"', I I I - , L � 1, . -I " ", I 0, H ""'I"o . _.... , "'M �' (new) - I ,:t. p, M: -;t� U 8�� , , �,�Y1#1y . , :, X ; I, 'M"; �'�'01,, �* .."l"ll 1I , 'N 11" , "."M """, ` , ': :, . , I . . Architect: TIMMONS ,�,IRM�IIVMM, . - - vH'.R� �, ", WC1111,111 .., , `�`, ";,�,,,�` ","'.5, ; , � I ","","I"' �'�'�'�'i',11111` ... 1111'1'1'�11 I 1'1',;,�,' '11-l" I 111:1;11111,�.t.�,,� ""II'll""I",I"t�'I'l�.11'.1'�,,�.",.�l";"�l'i�.,�",�".,.,�lI � ,"",", "., , 1� ,I ""'I"I'll"', , .1 _.,.�,";,�,,,�P 'i "t, �'t'.�"I'le.*"",.,","�ll,�. "... - ,,,--,.-,tl.. "t. - r �,,�.m ��,v. ,,,�,..,..- - ME .7 MR,. 11 ', 0 : �, , : , - . � U, N't, -1c "...YW41fiE.� �', .3 .. .% " A I - � , " ." 11 � - . 1� "( SOLID STATE AREA LIGHTING PROJECT NAME: PROJECT TYPE: - fl LAIMA I � I � if, IWAI "'i MIN "M I � � . I'll, , , , " x, , I 11 ", I ;-,��, ____ i,_ :�,'�,�, �Ijjji�j;�i.:,: I �� , ,. S P E C I F I C A T I 0 N S --.--- I . .1. �i�4�: J ,� I �=- ---.... . . ,�.�!��:��i�,�:�, 1� , : � �:__ �:,:,:. -1 K.. .__ !.! ')PTIC'Ad HOUSING - 11.'.!!%1:.. �;.: ::1 I - ( _ - I___ . 11 �:� ;1::1::,::,::::: I I :: �...;:1::::::::: 11 I I , :1.11.1......... V, I . - I _____J I l%R i :� Heavy cast low copper aluminum (A356 alloy; <0.2% copper) ��, ..e . .. t.,_-, . 1. ::::::,:::: , . ,:.."::::::::::::::: ,e , .. .;: ;::. ;: I... .. :-:--- assembly with integral cooling fins. The Optical Panel 11: ::., . 11 I . � I i.: " mounting surface is milled flat (surface variance <±.003") to .1.11,11, . i a . .1 1 , I facilitate thermal transfer of heat to housing and cooling fins. ..... .. The Optical Housing bolts to the Electrical Housing forming a unified assembly.The minimum wall thickness is,1 88". T C ELECTRICAL HOUSINIG f I Heavy cast low copper aluminum (A356 alloy; <0.2% copper) 1. �, , 1. i � : ; ; ; . _' FIXTURE A 8 C XX: _;;!.;.!1;.' ' ' ; F-i-ii,11., �.:.%.1617411'f�,��.. - . ,x; ::::::::.,;!::!:,: ;,:.f.:.f��,i��.�,:,..',�i.'..�:'...�!:��!��!!;i�!,O.I"."!�;ii!�i�I . ,� - - I X .; ,`,`!�`:` "; %; t� I.;...; :I ; 1: 1:::;1i-1",§ !i�-;:.�:;' I :.;.��,,.,',;.1,.; I N ;;; i l:t: ik %: ,,;, RZRWI-EM 11.. I I'v, 6 61. . 1211-1 - I (affin.) 1 (10-1 . :- -.:��L:,�L;,�:��";...:..!"";..!L;.:�;.I:."!.:,I,:.!;":;. .. WM1"'..',.,.1 �d , , ..:;. . - !...`,..:::, . ,: - . � �;. ; : . . , - :::'' ; ��, , , ,:., � :!::: t: t: , . ::, : i - :, ; ::::.::::: ;:; ..: ..., Electrical Housing anchors on the top edge of the Mounting ;:::: _1 I : : ��_,!'-,M , ...., Plate affixes to mounting surface over a recessed j-box. �i�;��l.�.,R:.,.'��,;Z�;�.,!R �`":;,`":�:i��": �;�:;;�,?,,,i , .. assembly. Minimum wall thickness is .1 88". Fixture Mounting :... , .. . ;i . It "";;*";;.,.,:;,.,;i"":i.,":i.",;;",.�",��",��."*k PATENT PENDING Plate and stainless steel recessed socket head screws tighten the Electrical Housing to the Mounting Plate from the bottom, PLEEY'OPTICAL MODULES . i ==== ��,.. Emitters (LED's) are arrayed on a metal core PCB panel with � ;i.(: I - .. .- ,f,��; .- ,�!_ enclosed by an LED refractor. LED optics completely seal each _D . each emitter located on a copper thermal transfer pad and ; �k,;, - . " , . tl'�:�t::� . , i 'I :-v��: I , �....,:,..,,.., I ;j:�;��: . . . . , individual emitter to meet an IP66 rating. The asymmetric - ,, ...!::,. I.. ! .. �,.::, _�,:� , .. . '... . .. I A '... .:� .. , . * distributions, have a micro -reflector inside the refractor which ; !',% � _t;. - - --------- - - .. .1 ;�,�.!:�!:::�::ql� ,,,,,,,,, .1. 1. . 1. I I... .� _ mlvi,B . z .. , re -directs the house side emitter output towards the street side .J. rr I I .kt, , .1 ' Z I., 11, ;::::,::: i il,;ff -R,; - and functions as a house side shielding element. Refractors I �.p : �:.,�� I.. I , U ,,;, I �� , ,l , '11� ili " ��.,"��i� � �� !�:!*� ��.,.,; i1i �. � ... I..; : "I"I'll ; Ili are injection molded HI 2 acrylic. Each LED refractor is sealed I. . _11 .. .. .1 . to the PCB over an emitter and all refractors are retained by an I � I I : : 1: ..... .. I...".., - , I ..... I 1 ". ii�; , .1 . , , '* .1 ...Ii: : ,.; - , ..: ::..::;�' .11 TZ... -_ : ", aluminum frame. Any one Panel, or group of Panels in a �;, .:.::: I.; . - � . ... _�:.�: .. .. .. :::.I I I ------- a --------.-I . � �.., . . �� luminaire, have the same optical pattern. LED refractors .:::: 1 produceType 11, Ill, andType IV site/area distributions as well as T other specialty asymmetric distributions. Panels are field C replaceable and field rotatable in 900 increments, . � I LED DRIVER(S) FIXTURE A B C RZRW2 16" k4ft) 121. (36�'..) . 6" (152�nm) RZRW2-EM 16" 14" 6.5" - . (4C6) . CkMM.I I (165-) Constant cu I Trent electronic with a power factor of >.90 and a RZR-WM2 minimum operating temperature of -40OF/-400C. Driver(s) 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, 50/6OHz or 347V-48OV, 50,6OHz, (O - 10V dimmable driver is standard. Driver has a 7==== - minimum of 3KV internal surge protection. Luminaire supplied -1 --_-_-_-= . ..n. " :.,;::., "I'll, � - .. with 20KV surge protector for field accessible installation.) ___1 ...4601 ..919 , ,f.,��i��.,_ ",:;:::,;:-:, , ,� LED EMITTERS _-) _...________J .- ,��:��i�11:, �.t�::,!�i:� I , ..;,.�_:::: I ::;.:. ;�- � .... 1. ". ...., li... High ou tput LED's are utilized with drive currents ranging from ____ . I. 1.!:._ .. .... :I. - .;.: ; , � . I . ... I,; �,�1�2.; ,�! A ...... . I...... 350mA to 1050mA. 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional Cool White = _= . ...... �.. � I "Al ... ,,I,,) 1. � "' . 11.�l I ... . . . . . . l' 9 �A�l lii`�;� � .... I , . g q�q.i',, " �. :, -,:,. l��Ifff&.!` tRil � It , �;",...��:��.::��:��:::��... . , I.. � . . I.. I-- 1:1, it�,W""+��l:Rkf� l � ,.�,.,,'�." ��i.,,��".","�,.�,,��k.�....)"..,,�,��,,��,1.1��.,!�i:�:.!:I t:::;7; . __.; , , , - . � I . ,'. __. , , (5000K) or Warm White (3000K). Consult Factory for other LED ____ ----- I . � : I "..��"'-�'e'�""..'��..,;,�'..�,;,,�,.f.�-,� .-.,-:!i:! ";"�';�'.�'�� mli��I;tl;"N,��,�P� ::". ii:�:� �: 1, , ! �;,.�!,!�:.�'1.111"� "",., ", , �, options. __= - .";, . "I l, 'I�,'�I'll�'ll""I",;"�I'll""I'll'I'll,�'.. �.�: .11'.,,Rv ��;!�;�*�`i .��!��::; ��.`,,��,`-�i! ..., ., - I .1 .... ... ;I:` , " . , 1�:.; ,.I , � : * , 1 . .. , '-,:x:,.." � ., :_%... ,! *, " �! � ,, ! " , ,*, " !11 �* �, *` * '' ::: ` " , ` __ .J .!::; .t-! . . ., � ,,, " '"', , . . ,::.;�::!:;:� .: : ;:z : .... .. r :., : !� , ..! '.. . . . j.. �ii:�*:'.:�: : :: , I. I , . i� - - - "...".." - "', .. ;: -'t I . . .... - 1 ..... . I , - - ....... .. ., - , ... .::..: � ..... .... .. - . ; AMBER LED's �_=J - _�__ i::i :;,. , � � ... ... .. I....... ...... : � . 1. . .; , :..F.�._...-t�, .11 ,.. .. .. ........ ...... , - .. - .. . . ..'.........."..., �, ..... - I - - ,.. .. - ....... ...". ... 11�;� 111 P,P`��:i�. .l."', . ,. ,�,,.., t. ".... .... I . PCA (Phosphor Converted Amber) LED's utilize phosphors to - I I .........'.... �:;:�,:,- . - I—. - , - , , .... ....-I, . ..... :.,.., ;: , , - .i, ,, _ - ''. . ____ . , . , 1 � . I . .1 . :,".. ._ .. . 7:::.:: s e:� :"::_ I - : .�:': ..._�:.,::.;,! I 11 I create color output similar to LPS lamps and have a slight I ------ B -------- � � �� :::::::::: :....:.:. :�:�= I.. I.: .1 � I �,� I 11.1 ..'.. ��:, :: � � . : ;__ 1.11.11. . I I .- .� : _!�,�� :�::::.F.:�:::_::::- � . output in the blue spectral bandwidth. TRA (True Amber) LED's utilize material that emits light in the amber spectral -1 C bandwidth only without the use of phosphors, I FINISH FIXTURE A 8 C: RZRW3 23 " 12!1 6 " OM--) (3111--) (M-1 RZRW3-EM 23" (5m,=� 14�' �366fra) 615" (165m) Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 'I 400F. Four stop RZR-WM3 media blast and iron phosphate pretreatment for protection . PATENT PENDING and paint adhesion. 400OF bake for maximum hardness and durability. G us MADEINTHE @ LISTED LISA 2019093 660'01esl Avenuu 0, Puimdlola. CA 93-551 U.S. Architectural Lighting Prtur.e (661) 233-2000 Fox (661) 233-200 I U.S. ARCHITECTURAL %WA'w3C11fQ.-_Qn1 a EMEMEMEMERW=1 Submitted On: Apr 3, 2020 I ndex'Paae 1-1-11 I I I. . . , �V , li�ir-�,,,'�"".",�",��.��, V '-"'�""'b'i�a�""e�"',",,-.".��'*'��'�;��'I'll��,"�"",�,"��,,'�:��l�,,e,, .. " " � �� .0 '��i ""', .11 � � � - tj . -,' --',.�` -.:� .", .... ...... !,_ ,kM � .�� :! , Y., i ; ,,,; ,., I .* - . 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I "', 'A .f� _ _ Architect: TIMMONS 1i I . " �, ��,�,.� , '�.�,Qlg � � ' , Me 1% l: � , '� �, I" ,.,.� � _ I I " t , �.4 : P I 1.1111, . . " i :. 1. ...." 1 ... 1. . ".. . I �. :, , I -,�11'.1',1`.1i-1--'1 . . , ,� ...... . rc, I "'i, .!, � - : - 1�111 11 I � ",I ,'I t :.Z: � W`k .Y. .. "I ,,'. " 0,�', " 11-MI-.1. I - ___ .."'I'l."., RAZAR WALLIVIOU!'N'T SERIES -LED --- I----- --,-,-,-,--,--- I-,-.-.- - I--,-,- 1_1_11._1__1.___ . , . - i� , '5��W�aW M I',, �� - I ... & 11 ... I - I � Q 'Iffs _111111101 I SIM1111111 12, - 41 I 911=1 �, EMERGENCY OPTION PLEDO MODULES 1. Emergency _-,--I Back Box (EM) , .- to *4 *0 00 - a C. " - 0 - -I-. -. - n.-I -- 3/4" Surface � I" . , .. " ;,T,�-C,__ 4 Conduit (SC) :�!.'� " a , _��, . - III V 11; 10 0 X:� �g 0 . '. * ,,"l " _-, . . 0 0.1 ... 'lip .40 "�i_t�0�1_:-�_ *1__1:,_N' - - _� 1"00"', - - - !,,I`� 1\ _.�,t��-_ - ,�- , - 5--,;:, , "- �-0-'; - --- .". - .. 60 LED Module _�� ..:�.,� . 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WM I = 45% @ 350MA i, a Q , , tt 044,ij WM2 = 36% @ 350MA __�_ - ,., - , " - �, ____ WM3=24%@350MA __�If::_�:;, QE7 , - I . I " - , , �� - . , - __ f;,---.-'.5-,'., ;" WPM *MULTIPLY THE% ABOVE BY THE LUMEN OUTPUT@ 350MA __ - - - - ----- - --------------------------------- ___ ------ ____ ---------------------------------------------------------------------- - ------- -------- � \ _ i :;:�];:�.;!��;l�!;t��;l�,;��:��1:1��;:��;:.��;:I�;,��;.I�;- - 1! I �'ii�!i!�;.��,!!i!�;i��;il�;i!�;i��;: -----j,, WALL MOUNTING ; i�!::�!;��!;:�, " ; iR4 . twl,,��l""I..&19..P��!g-�,.",r�..'�i; "' �� ..,:,: , 4 -- `::;;:,:: -;:;:--;:;! - 11 �: I :!.,:,.�..�i:,:��i�!;ii:�i�:�i,�,�i��i��i:;�i:: ! - ........ ..- : i. -; . ...... ....... � f.190,01611' - __ vl ."...; ; ; ; ; ; �! Mounting Bracket 1: ; ."; "'; %; %; %; %: it , ", " , , , .."I -',............" t" ": I I'M' a , OWOI.t, , , ". " ...... ___ ! . /-- Wall Plate MAX INPUT WATTAGE I -_ Mounted to wdl. I i ; #OF DRIVE CURRENT . L ____1 1050mA , "I LED's 35OmA 525mA F: Set screw - Set Screw Lock F 40 45W 66W 87W 134W i i 60 68W 99W 131 W 198w --e __ X , 23W 33W1 [TTWI 66VI ,, -QG I $Pof,�lt)fd,O.?.E'.�i.�.'i�r�pto. RZR-WM2/PLED-IV/40LED-7OOmA/CW/277/RAL-8019-S/SF . ... I., .... ...... -.1-1-1-1 ..... I .... -1-1--1 ......... ........... ..... I ........ . ..... 111- ............. . . . .. I ........ � .. .... 11.1-1- .... -.111.1-1-1.11-- . I 11-1-11.1-1-1-1-1-1-- ........... - I �11 ...... - ... 1-1---l-1-1-1. �-,J-� -- -� � 11 . 41".. - . ... III, I - � � .- � � � � - I I _ -l-..- I 1"" , , , " __ 02= lZRDEL OPTICS LED MODE VOLTAGE FINISH OPTIONS 0 WM1 I PLED -IV -FT 20LED-700MAINW xxx - XXX 11 HS-PLED -- MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS - . im g��wgalgm� , PLEV DISTRIBUTION TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD [:3 HIGH -LOW DIMMING FOR TEMP - CCT TEXTURED FINISH EXTERNAL CONTROL.. HLSW RZR_WMI il HOUSE SIDE SHIELDING 0 RZR-WMI 0 TYPE 11 in 20LED El 35OmA E NW (4000K)' E1120 0 BLACK I I ...... I..... .... . PLEDAI ....... [[�Jl *STANDARD RAL-9005-T [:] 208 El 525mA El PHOTO CELL + VOLTAGE (EXAMPLE: PCI 2OV) ... PC+V [I TYPE 11 FRONT ROW 0 CW (5000K) E:1 WHITE PLED-11-FR ..... imm 11 7OOmA' 0240 RAL-9003-T El SINGLE FUSE (I 20V & 277V) . . L .... SF 0 WW (3000K) E] 277 -WM2 El TYPE Ill RZR-WM2 El I 050mAlI El RZIR E1347 El GREY 0M J CONSULT FACTOR, 0 DOUBLE FUSE PLED-111 ....... 1771 40LED FOROTHE RAL-7004-T R IEO COLO16 [] 480 , DE 0 STEP DIM MOTION SENSOR 0 TYPE Ill WIDE 1:1 DARK BRONZE (208V & 24OV) ....... DF �:::;::::!�:::�:::.:::�:::::::::.�!��i�",�!��i��.."��,�,��i��"', RAL-8019-T � ,.�!�i�!.�, ��;i�;i�;�;i!�;�!��i!!.. PLED-111-W .... I . . (PROGRAMMED 50/100) :::�:::;:::.:::.;::::::i::::::::j AMBER' ''..''...'', ......... MS-F211 �;�ii;iii��SP),..�ECIF,,.,.�Y,,.-�:�� - �:�;.:.:.�::.:,�.:.�;�:;.!.�,:". ".."."... , ...".".." , ....... 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Y�,. ., � 1; i � � : I '!":, QWKi�!�i� LED's :- 'Fe t f i 01 , , , - * :*;t:::!:::t!:; 0 EMERGENCY BACKUP 3. .EM3 ... !t:1 � I. ; ; :: ., ;i;��:i,�,��",��;��!��i�!��j:�:�ij�j:�;� .. . ,� t �. - 2 -NA,iR01N BAND A&IBERS HAVE 110 DEFINABLE I ! , OSURFACE CONDUIT 1. _ SCI CCT EQUIVALENT FOR CUSTOM COLORS 0 SURFACE CONDUIT 2_ $02 CONSULT FACTORY 3 -AVAILABLE IN 35W & 525MA DRIVE CURRENTS ONLY El SURFACE CONDUIT 3.. SC3 - I � � % 7 66OWw,tAvenu-0,Pairr,dctio.CA93W Pbono (661) 233-22000 F(m (661) 23-A-2001 U.S. ARCHITECTURAL U,S. Architectural Lighting laamwoltg.f,orn 0 1=0010MIUMMUM . ___ - __ Submitted On: Apr 3, 2020 2/3 �.% - � ___ [ ..'.rf""r,"�,* b0l�lf()�'E�'.tt'."" : , , . � I I I I I I I I 11 11 I I �� ". ,,.' t� , � 1, 1, '� 11 '� , � , , , , - .11 , . t�,.,-.. - ,V .�'H�:,�� Submitt C 0 §�h -��`11'1'.'111' M,�,��v','-,"t� 1'.,."', to ,;.,�,'--,,,,---- .��,.*� I ... .. R ��,,,�,�,gqg ed by Lighting Virginia -Central . �..,J ... i,v . I.. I'tO I , _::,. ,�,a g- ,�" 14"if��"'�-�:��',,,�4.'�.'.;��,",!,',.,'��: � , ��i , J , - , , I � ob Name: R"......'..'ZI.-IR V-!�_".Vr. N Mllyt 9 � ,� . . ", �;l,.,--,.,-11. � � I 0 . (new) Southwood Subdivision I I & 12 - REV. �,,��,.�.�..---�,�,,,.,.�:,��:,,��:�� :",.."",-..,",.,.*".,�.-I"...��"..�l",�� 31IR � ,"I'tqI71"'I , �,�:,'��: :; "'. " �, I . I , . , . -,.�',!�!,;:f,lt�t,�,.f,;..,,,,��. ,.:�:. - -, R", ,Iq . . f, , . ,. - -.I. "...I., .,-.__, ,.�� Archite,ct. TIMMOflIS ,r,,,,,,`,,,,,l,,,,,, i'l,"'. , , I . 'We"UM, � �-,ivv�p�,qq� , ... ... .. t� I I l... . � . ', - , . f,R lNn V i MI'M " "11"I"11111111111 �, , . 7 LNIANIM __ I � , , !�t RX�1111cll�� RAZAR WALLMOUNT SERIES -LED - � __ I D. I 1".., EMERGENCY OPTION ,,,--- Emergency Back Box (EM) ----- 3/4" Surface Conduit (SC) - , , ��'. I I -1 [- EM Back Box is 21 deeper than standard housing 0 THE EMERGENCY OPTION BACK BOX EXTENDS 2' BEYOND THE STANDARD HOUSING AND CONTAINSTHE EMERGENCY COMPONENTS (EC) INCLUDING BATTERIES OR CAN BE USED FOR SURFACE CONDUIT (SC) APPLICATIONS. THERE ISTO BEAN SCI, SC2,AND SC3 OPTION FORTHE DIFFERING HOUSING SIZES. SC SHIPS WITH THREADED CONDUIT PLUGS. THE EM-LED SYSTEM PROVIDES POWERTO ALL LEDs INTHE ARRAY (20,40, or 60)TO MEET THE FOLLOWING LIGHT LEVELS FOR A MINIMUM OF 90 MINUTES - WM I = 4 5% @ 3 50MA WM2 = 36% @ 350MA WM3 = 24% @ 350MA *MULf WILY THE % ABOVE BY THE LUMEN OUTPUT @ 350MA =--- 4'L � - PLED" MODULES --!� � r _f� - '�.__ - r1E �,__v5 , - .. � , ,-.. . --- --- ---I rT* o to 71� I* * * o %TIPta * vv uuu - .: I 1, - _. - - _.- - 1 �� 15�-�,." _ .- - � - ,_, - 60 LED Module . I � - - 1�- .. :. - - __ ., __ .11 . .. ___! <F_� -%,-. - _ -1 .... I __ __ � ., , .. , , - - . - ,---,- _ _ -, ZZR-WM3-LED E.P.A.=.69 Wailable in: IOLEDModule .:J �-/ " -- fc� ��`- �-?'z;' , ��. F. 1.1-11 -1.1-0.1 F',"-__!_0-1 k;a,..-.-_:_.,, J... -, �, , - �2 �-,,-_l - _,� �� !�.; q - , - - ,a ,"� :� �,�-�� . _.. - � ,,- - " . �� , - ,.:- - - - - �.� - , _ - _�, __ __ :,.�!l��_,:�;�1�11_ �. � �_ __ � ,65-,7 �n 1. " \ �,-: , - -, " ��--, zz - 1 _167_:�� "_ - - ". c�- -- ': I ... ::..!�� 1�i�__;�� __ .� .1., 1;1�� .,� -� -_ - � - - 40 LED Module _.- - RZR-WM2-LED E.P.A.=.47 Available in: 40 LED Module F., -1-114-.0-:1 h.."4. 1'.., ,,�,r.ZCJ� 111.1-.. . ... 1. � AMR. [: N,t,,,.-..1 pt;'u. ". ,P,,.;-.,, . �-- �7% -, -�.� -.�f '.,- � ., ,i`-�.`.!! --!,t1M::,.%,.:�-:- r, ;;�: A, a; .:.:.: . ;%;xl�::`:Xi�, �1;i�i�i�!�i��iii��i " I . / ---- Mounting Bracket : � ___ Wo If Plate Mourited to Imuli. ,VqjIqb,1eAm:i ; I . ;�z . f"', URU.'Nuoulei: !:;!;:; X. ., - t. ::,:::::;::,,",.!;,; :; .".,:: "*,. ... : t !:::!;;!X%.;t� .. 1,1.:.!.,!..": ��l;l�"..;.!.;.!:;�:;:......:"I , t! I � ... MAX INPUT WAJTAGE ; : I ; - . # OF DRIVE CURRENT . I - � Q LED's 350MA ------1 1050MA 525MA POO i i 60 68W 99W 131W 198W Set screw - ---- Set Screw Lock 40 F="20, 45W 6OW 87W 134W 23W 33W___r'.'7,MW',, ' 66W ' Spi,�gc/Qyd,qr Excimpke; RZR-WM2/PLED-IV/40LED-7OOmA/CW/277/RAL-8019-S/SF - i I ......... I...., ...... .. ;'4g; . I I 11- . I 1.11".. 11 1.1- ON 91101 - -ff- - - -0 -- - --- = - ..... I ..... I.., - I .. MODEL OPTICS LED MODE VOLTAGE FINISH PTIONS RZR-WM 1 1 PLED-111-W 20LED-700MA/NW 11 xxx xxx HS-PLED MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED* DISTRIBUTION TYPE NO. LEDs - - DRIVE CURRENT COLOR STANDARD - [I HIGH -LOW DIMMING FOR RZR-WM1 TEMP - CCT TEXTURED FINISH EXTERNAL CONTROL.. HLSW 0 R7R-WMI El TYPE 11 IN 20LED [J 35()MA 0 NW (4000K)' [:1 120 F-I BLACK J1 HOUSE SIDE SHIELDING ..''...''...'' ... 11 PLED-11 ....... [TM 'STANDARD RAL-9006-T 0 525mA 1771 208 El PHOTO CELL + VOLTAGE . 0 TYPE 11 FRONT ROW El CW (5000K) [71 240 El WHITE (EXAMPLE: PC I 2OV) . , . PC+V PLED-11-FR ..... M il 7OOmA' El WW (3000K) 277 RAL-9003-T El SINGLE FUSE El RZR-WM2 El TYPE Ill M MR-WM2 M 11050rnA� CONSULT FAQlORY E] (I 347 El GREY (1 20V & 277V) ....... SF El DOUBLE FUSE PLED-111 ....... 0 40LED ,S FOR OTHER LED COLOR El 480 RAL-7004-T (208V & 24OV) ....... DF IN TYPE Ill WIDE - - 171 DARK BRONZE 1:1 STEP DIM MOTION SENSOR PLED ....(a -111-W AMBER' i��]!��]��;��;�i�;;I��ii��i;i��i��!�!�!�!�!� ii!ii 1;1�;;I::;I:;;:!;;:!;;:�;;::;:::;;::;:::::::::::;::::::::::::::::��, �;!;�!;;$ , , ,,, I " ., ', . ,.,.Y��:::: _0 , RAL-801 9-T (PROGRAMMED 60/1 00) ................. 1. 1. MS-F211 0 TYPE IV - 0 PHOSPHOR , , ..''. . _p �:;......7%, . ��i]��.. ..... ,;.�',','!'(',!:=:::,.�,;:!::::: "t .... I .1 ..::: �!�� , i" [I GREEN El REMOTE MOTION SENSOR PLED -IV 110mg CONVERTED t 1:�i]��. . lii:l:� ;:1:;;1 :;;I:- ., .. - - - ..., RAL-W5 .T CONFIGURATOR El RZR-WM3 ....... RZR_WM3 . ; ii;;: ;;:.;, ...". I I.;:.... "Ill"I..".. 11M.5m, I %5: MS-FC10 1:1 TYPE IV -FT I FRI [I 60LED AMBER PCA FOR SMOOTH FINISH REPLACE SUFFIX 1' 1. I ... I I 1. I 1. I I I 1. El EMERGENCY BACKUP 1. ,EMJ PLED4V-FT .... El TRUE AMBER3 WIT H SUFFIX 'S' 0 EMERGENCY BACKUP I TRA (EXAMPLE: RAL-9006-S) I (HOUSING ONLY) . . � . . EMH1 I - �i��i��i�:�i��ii:�.-.,'��i�:ii�ilif:�i�:]ii:�?.'-,�i�,'-.�.�;��l".".��.,"'*.i.,...,:�� 81?.EQFW��;�' El EMERGENCY BACKUP 2..EM2 NOTES; l- 7WiPA and 10MrA NOT FOR USE WITH TRA L i,:!.:.i::;,:�.-..;..:.�.........,.�"..��;�i�;;i�� ; .. I .:�i� J 0 EMERGENCY BACKUP 3..EM3 I-Effs "...., .J ;:�i�i 2 - NARROW BMDAMBERS HAVE NO IJERNABLE - CONDUIT I ... SCI C.CT EQUIVALENT 3 - AVAILABLE IN 35OfM S 52W DRIVE CON%LTFAC,TORY FOR CUSTOM COLORS 0 SURFACE CONDUIT 2.. SC2 CURRF,TS ONLY 9 I �, I El SURFACE CONDUIT 3.. SC3 0 U.S. Architectural Lighting WWo5fAvenveQ,Falindo� QA93,r5I Phone (661) 233-200CI Fax (6'06'1) 21_�2001 'dy,VJ.USoltq.W1n Affim ff" U.S. ARCHITECTURAL M IMNMEU�� woo Submitted On: Apr 3, 2020 I Index Pane .1 .1 . . .. , :,� "I ��R, I Submitted by Lighting Virg i nia-Ce ntral . . 1. , .. " . '� � ,-. � " , � �: . . . . � ... � lkll ; " . I , V s s ��,�t��,�,-�1.1�1-111,��,","�Ill""'.,'.�',".,t:�,,�; . . �.q . ll OM . � � �; I.- 1. ,. t , " N.� � U gv.,� , t , M ....... J , �, , ,�, ,, , "I . ob Name: ;,vF !",.:�..,,,7',,�!�,�.""i:,'-'.,'�'il,','--!,,',',�,,,��,,,,�.�� :" "... . _ . y . �, R�, ,�.k " , ,��',,.,` '. 'a l, (new) Southwood Subdivision I 1 & 12 - REV. � -.'� . ;,iq�gm,.Wvgg� '.....'.... I 1.1.14 11%1k�, I i ." -,� "I g . . 1� I 'LIG WIN- _',`,.',--'!'* '� - 11'1.�`.,iEl_, �,` , , . .k , .,,.,Q , , " ,-��-,,*� �',,,'.�,,',,',.,.',.',�.',��l,."�,q,l� , " . � : 1: ,� " I - " "I � P;k..... - 11 i'M111 . ....... �.,,,, � o: :r, . �t : �, � �', " � �. 4. � � � �. �U , ,,,,,-,,,. I Arc: , k � , hitect: TIMMONS . � . , ....... , .1 � p. ,� '! ... ... , - ,�in � 4 , ,R�,,,�` ,,� '' ��:::_ . "' t.. �"5 ,�,,g� l"'I"!", I - ', ",""".". 7jW,,.,� " ��,� . ...... 0,',� . ......... � - I . i I RAZ A AR WALLIVIOUNT-LED LAMP/ELECTRICAL GUIDE ----------------------------------------- _____ ------------ 20 LED 20 PLED" Optical 2,706- 2,571- 2,841 - 60,000+ -20*F 22 120 0.19 Module - 35OmA 2,993 2,843 3,143 277 0.08 347 0.07 40 LED 40 PLED Optical 5,585- 5,206- 5,864- 60.000+ -20*F 43 120 0.36 Module - 350mA 6,178 5,869 6,487 277 0.16 347 0,13 40 LED 40 PLED, Optical 10,240- 9,728- 10,752- 60,000+ -201 87 120 0,73 11,327 10,761 11,893 Module - 7OOmA 277 0.32 347 0.26 Module - 35OmA 8,979 81530 9,428 277 0.24 60 LED 60 PLEW Optical 8,118- 7,712- 6,524- 60,000+ -20'F 65 1 20 0.55 347 0119 60 LED 60 PLED" Optical 14,825- 14,084- 15,566- 60,000+ -20OF 131 120 1.09 16,398 15,578 17,218 277 0.47 Module - 7OOmA 347 0.38 NOTES: 1, Max Input Amps Is the highest of starting, operating, or open circuit currents 2. Lumen values for LED Modules vary according to the distribution type 3. System WaHs includes the source watts and all driver components. 4, Fuse value Should be Sufficient to protect all wiring components, 6. L70(I OK) - f N$-21 6x rule applied L70(i OK) - Calculated = 24A,000 @ 700mA = 102,0004I 1050mA WARNING: All fixtures must be installed in accordance with local codes or the National Electrical Code. Failure to do so may result In serious personal injury 660 West Aveme 0. Po rodde. CA 93551 Fhory,- (661) 2312000 Fox (661) 233-2001 U. S. ARC H ITECTU RAL U.S. Architectural Lighting miW.Usai1q.com 0 ME . y ______ - - Index Page Submitted On: Apr 3, 2020 3/3 Index Page I . . . . , � �0 I n � , I , . .. 0 , ITKO� W 11, 1, , �. ��,og',,gO On' m Submitted by Lighting Virginia- entral I I . . ,:,: :F; c F ��, v v,�A- , I � I I � � I i, ,I . �AU11'1".... , I W, , i�. ,,Mi� : ''!, . "". _ I I W ,....t _.W. 1 , IN L. M gg �� '.,','.,'�:'6,,',.'�,,-.,,,",r"";.".,!",.",...�,."i: . , . i , " 'N"', �,��,,,-mp,.--.,.,--, �� ,g;1#4 ".1l.1-11.�t"0A t! . , I "". . ,,, ., �., 'l �� A �,7� yga 1� , Job Name: �, ,,,, "', i M N , :,�',� * I M�Ml' �..� R. 1"' t ': - (new) Southwood Subdivision I 1 & 12 - RE I , �!� i I ... �,� 1:1: ` : V, � , lf� .;,LI1l4r1J " 'itp "I � %% .. .1.11 Yl'f�A�A 1. - �MUMY , �WMUWIRIMUIIM ?��.�.��;�?;�i'.,�.'-,��',,,,"��ll,"'��,�:�I.'I -�, "'.111 _,.�,�,, ""; .,,-��D��t.'f �`A 1'e�,,�' I ,� ,9 1 �:,,,, %. % . ........... . �l�:,,,,H��;�i�.��. " ,,.,'..-,�i.�:�:Y"..�6,��:�'��!i,�',i��""e"..,;��;t;�;�'�,.'.'.-'�:','-.-..",'-.-..',',..',,--,..,��,,,*(��i�:��,,�;��:�: 0,,�k��,g��.�k -,q.��,, .1 ,, V,,1'.1.l.,6,l., � � 11.� I�R,.,.',11211`111 -'.'6-,w',,,",' �. Ifi. I. �: `:'V1 130 1 1416.`,;'e��`ff � � ; ; " g , , . " " * 11"Ie , �,�:� -,I - �.,-,,,,�,,,,�,,,�,-,,,..,,",,,,,,r-,,,,",,".,,.,.,,�,,�,,��,�:��,�,,,'��:..�,.,."�,'�,��,��,��,.'�,��'i�� RURRI,1111 ". I'�". IN11 I, I, I ,� �M� I. I i, "I , . Architect: TIMMONS ,� .1� I � � "; : R M .� "I ,,� �- � "IRR." . ,� .; � . . ,.�� ig, � R-`.y,'%',y0 ; ,*,''- .. I . -11YRWMI� V��11��*An.,.. ,q,"�,!,�.".".2 !V � . M '. � ,, " - .. .. .. . ,,ez � l, � y � ..... ........ .. .. ... �,,��, �,,N��.,,J�,-�N�� i0mw ., 11". R "g, ,:,,� .. ,g, " F. j., ic , I � I . . '', , , V, % , u", ."," " I RAZAR W ALLM0_"UNT-LED LAMP/ELECTRICAL G U I D E %,, P . I �' z �A/ E IQ, V N 'H L , 20 LED 20 PLED" Optical 2,706- 2,571- 2,841- 60,000+ -201 22 120 0.19 Module - 35OmA 2,993 2,843 3,143 277 0.08 347 0.07 40 LED 40 PLED Optical 5,585- 5,206- 5,864- 60,000+ -20'F 43 120 0.36 Module - 35OmA 6,178 5,869 6,487 277 0.16 347 0.13 - - - -201 40 LED 40 PLED,, Optical 10,240 9,728 10,752 60,000+ 87 120 0.73 Module - 700r,nA 11,327 10,761 11,893 277 0,32 347 0.26 , 60 LED 60 PLED'Optical 81118- 7,712- 8,524- 60,000+ -20*F 65 120 0.55 . Module - 35OmA 8,979 8,530 9,428 277 0.24 347 0.19 60 LED 60 PLED& Optloal 14,825- 14,084- 15,566- 60,000+ -20OF 131 120 1.09 Module - 700mA 16,398 15,578 17,218 277 0.47 347 0,38 NOTES: 1. Max Input Amps Is the highest of starting, operating, or open circuit curients 2, Lumen values for LED Modules vary according to the distribution type 3. System Watts includes the source watts and all driver components. 4. Fuse value should be sufficient to Protect all Wit ing Components. 5. L70(i OK) - TM-21 6x rule applied L70(I OK) - Calculated = 244,000 @ 700mA = 102,0004,o) 1050mA WARNING: All fixtures must be installed in accordance with focal codes or the National Electrical Code. Failure to do Go may result in serious personal injury. 660 W,lqt Avenue 0. Palindde, CA 93551 U.S, Architectural Lighting Phone (661) 233-2000 Fax (661) 233-2.001 U.S. ARCHITECTURAL wvivo.usollg.com 0 IMENEffKammilm Siihmitted On- Anr 3. 2020 I 313 Index Paae ffl31VV,1wX, �Y;UgR,,�?�,P.'. � . t . ob Name: . 1 11 I...". I . � s , , . �, . �, I 4 . .11 I . �.. 1.1� , t . I . I . I C (new) Southwood Subdivision 1 1 & 12 - REV, � ,.. I � , � I.." 11"116R.040�1m,'t Q� ,4 ��. I I �11., * k I ,- , I I ". I s I I I I . � : � .M.71I.F."A �.Iy - -:..Ml , 'g.""'',p, � I . Ili ; "I I , " M I 1. I—— 11. I � ! � f, : i.� I : ,, , I i!j� �,�X! 11, ,I ,j MI'My,!.F,_ � ! , ,, " 1 Architect: TIMMONS . .- I W . .1 .- � _ � ,�t"",."eA"",�t".".."�"f��,�',�,"�'�,,"�. , � , . I I -.,t�! _,�tqq� .. - I , - �t�- l,-,-,,-.,'.'.L"-.tF, M . .;,i "i,: "I'l.il"'. lt ��,,,�:R 11 , t , � ,. " ,_ �,�U � R 11 : .,r . q !'� , �R'i M ,"", � ,�,,,.,,,,,..-,,�,.---,,��,,�� W ,,,,,,...,r..,,,,...,,.--,,,.,..,,,.,.",�, . . � ,__ .�," I - ." '��1,,��-:�, .q . IR 1� . ',1'.1�,`1k; ,,� �;�� "e. .p I , , ft � " ',�` : 11, ��Iy�. , zql.H� " �11Y 2 11R " 11.1111 . ", .: � " _f � .. - .11 , , ,"O %'-.._1_,v.. 1 : , W,n. � .... ..... ,�, ,* � tv .1. ` '�' `.�.'f ` . �. ,1 �21,�, yt�,; � , c., , -, .. .�, -,� - �aum' . I rl " A, A,�,U_.��,.' :" �M,;; - ,,;er."",,.".,,.,.,�"""�,'��. : . 11 ."', , on M AV _;,�;- A �iwlmencan RX frlt "S" LitePole STEEL 11: 8 _ ----------- 10121 I � EN11111111111111111101 i; � i i ; - : !., �$�:i:iii:�*]�!:i - ��: O 'T �.,,��!��...,.,��!i��i;��l;��i:��!:�i��;i��;J ROUND NON -TAPERED 45 ;!:i;::i;i:i;��: MENEffmommill NOMMMEMEEM . ! . . I :i :,.::::::::. - ".. :.!i�,11,�.::,;.""":,�.,.*:::::;i:,.:.....I�.� ..� .; :X;:::,:,:,:X,;:,; '... '�, 40 1 M� ,4 . 1140 D32".. - ,'!� 11.� S - I 1:� 'M D29 ,,,,� r, go _`�* 1. 1. 5-., 01 "I , �� i. !� " D28 L,dd, -� , 'f ,I.c I ,� ,� 4 _� .1 11 1 !11, f , 'i PROJECT NAME: TYPE: I ... I ------------ I..-.-.--.-....-.---.--.........� ............ . .... DATE: I ..T ��d�ff_4�7 .......... � ----------- 1-1 ----- - - ------------------ � . ... . ........................ . .. � ...... ------ . .\� . I I ,;1.1 ;., D39 D49 .... a - � !*� M-84-2712 :,z : . �'.."",','t"t,. I , I , t'�. l.e, �, � ,'y..%�, I 11"t.."'i , "'."'111.1 " '""" Is ffl�1�00i',fRAR . t.,.,,..tl.te, 1" TIR -,Vi','i,,cel.,','�,-�.'�,,,'�:,.��:i � , 1. ": �. �1',Z,l W "..,:��:-!5.,EOX'�, �'ck,g' , � .. i. ��..'.','%��,�.5.' It N� � l'. 1 m M � - ca. , .,_ .; ', . ff, ,", r., '_ .w. �.-r, - ,.4'4,.l'i �,'*,�,,�ep'.��,t�,g�.�,,,,.,,,,,,,.,�. M M" " �. "AA, , Mi, "A' " oc"A. 6 " * , , :(, , r��l; I V'R V, �, M. * ` R , ........, ""Ri.,"', , - N1411K.", e r,, " I. - 1. P. 11 " .i 1�1'01U,.� . .��*,k�,,�,,',',,...,��..,�,,,��,!"."""�,,� . .� . . I . , BM . ", , ... (ATe" - .c § 1.1"11,11.1 I .. P � ..: i .1 I ,-1 I , R �Ii.� F','�' - ,`,�,'11�1.;, .,!; I T.20. 238"O x 4.00" TALL , ... ... . . Ili.`. POLE SHAFT: ,Z'. " 1;t'i , T25 2.88% x 4.00" IAIJ, Pole shaft shall be weldole-grade, cold -rolled, cornmercial quality carbon steel I .. 11R.,� , I TALL tubing conforming to ASTM A500 (�rade 8, , � -.1 I T30 3.50"O x 6.00" i � - � I" �I I ; *� BASE PLATE: A T35 4,00% x 6.00" TALL The base plote is fabricated frorn a structural quality hot rolles carbon steel � ; , , �i . OT plate that meeU3 or exceed�, ASTM A-36 with a minimurn yie,ld strength of . � i., , 1, ,'� . 1, TSP SPECIAL SIZE TENON 36,000 pst, The base plate telescopes the pole shaft and is circumferential �i, - welded top and bottorn �- M l��'f ,,, ;ilw, BASE COVER: ! . �:!.` ,� i-p ,,;� 1� . le�,, The two-piece ABS plastic full buse cover is standard for all lIga poles pointed ,, . , ," . 71T, -,�,!! ,I . ,. _ i ` iii4l; EIL, D8 or WH. St.eel square two-piece steel full base cover standard on 7go ..f, ".4e *".'� �! m "R � INH, - 'je. A 11;111�.;�.Ie f)oles and 11ga pointed other Lhon 8L., DEI or :. I ..e . . .... , 4, ", . f,�, 11 , V 1i i., ,�ff � . y q, . ;-,�, �i �� 11 A i.l. .1 01 ;,. " � NCHOR BOL-TS: �% FV, I ;1 �.�. I 11. I Andior bolts conform to ASTNI 1`1554 Grade 55 and are provided ,'Vith two hex �, I ` 1�',�'l I ", 11, nuts and Pat washers. Bolt's have an 1" bend on one end rand are galvanized a ;.', ., . . I " 11 � I"ll v 1:; A ��, ... ,� .g !*' '. * f , i��,,'f.', minimum of 12" on the threaded end in accordance with ASTM A-153. L �:!.e. , i'�,�d ��,;Wmn�l�,,�.;�, p�q, ,�Iii.` �p:�,;�z�,F.,',,�,��!i",Iil;,.;�,'.,�,� 1,111 HANDHOLE: 1'��.` MEMI,, X-0 - A reinforced 3%5" hand hole (2x4" for 3.00" poles) Will be installed 18" above "! 1. �, .. I ,l JP ", , i �V�.!��:�."Iil'f,�.�� " . j. � � 2 the base plate. A hand hole cover with hardware will be included along with �, 10 V 11 �.10 �, t t . i A a I grOLinding provisions. . _ , ! �-,.51 "I 11 ! � ! �1 , , . 11 I POLE TOP: I �, �� 11� � Each pole �vill be provided With a welded top plate, and tenon or- top cap for ,� 1: ! . il." ;;;:. ; : ,; '�3 900 .1, - 1) poles receiving drilling for side mount fixtures. �, FINISH: � t t,,Q IF ANCHOR L301- r RATTEPN9 ARE 13VE3;A1-Cf !Q CHANGF. ndard color finishes shall be coated with TGIC polyester powder or hot dip I 'I., _ __� §i'a' ... � ,f;,�. . I : . .. CONSIJI-T FACTORY PRIOR TO CCINSTRiCTiON. galvanized to ASTM A-123 specification5. tt . M02H591MA . . . .K9 ti. . OMMINSIMM RNS-10-30-11 - A ii� 10duitle2l, IN IRNS-1045-11 __ . _. RNS-1240-11 I'll 1, � ,.12.;4�-,,RMRW 12 4:. T"R _ X 3 .00 F1017l 4.50 4.00 �� I .. � 11 1 3.00 W 4.50 I ..... .. 4.00 2�9 1, 'If f : if 11 " :� .... %l., � t I'X 1�.i 55 EM 75 g��:� - 16-- ., ... f.ti �'�gmo.�i 0 1 8.00 0,75 - I H _.-5i5RA5-: _. : 8.00 0.75 . 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D29 EICA-ALUMINQM I ��,�i,�,,,Q I '7MPER I ;;-'-:-:-;-,:,;-;.::": �-��!.:,;.:�,.;",:��,;�;.;.!.:...�,;,;,":...:.!.:.:.:.!.:.,.:.:.:.!.:.:.:...;.!.:.!.:".;.,�.".:.:.:.:. - : .'.:,;:;, EIL-BLA!,K !� 7 "::. .. L-G-LICHT CRA - ' '?,',�;.!,� f".. QK: S&I-SILVER ?�ErALUC D39 CP7575" COUPLING ��0 i . '. I D32 Nc-N 111. 11.11.1- i�i�-2,,,5.!,�'�,,!,P.�,..Q,��,,E ,..,".,,U,,T��i�.T,,Q�,*,.';�-',?, ...: ., , y _, .,�.�. .. , ;�:,.::::j:!;...: I . ,. I .X.,.,.,.,-:-;-! .".".: .:if:.f.,:::!;,�.;:f:;!,::::;"..;,.,.:.., .�:, ;:� ,,,, ti�i��:�; SL-511LVER D49 CP10-1.00, Coliput4o ; 1"" ' , S .: -HUP .. 11.01 ,,�,;%i*00INCIM _.,_�� . J ....,!i�,. jj!i:� ."; * �-.,.-,.-., ............... IN.. - -�:.,;,�:f�;,..i.;;��,.:.i.,."!:!;.. 1.;��,,..,.' �.��: NG NTER GREEN OP20-2.00' COUPLING ',.'X'.:-!:�i!::�;-!-!�� ;i�,;�i� T20 ;...... i�..,.t�� ! :, iX. RD ... RED 125 NP5050" NIPPLE ! ; `;: """' :1 " """ , : :1 G-OALVANIZED : ;: : :::, NP75-.75' NIPPLE """" . "' "'" , , , """' ", , "" " : "' .... - : :.:: GPX)(-PAfN'1EG OVER LV T30 " ;: ... . ; - :: .. - ! ::". .. ',! :t! NPIO-LGO' NIPPLE : '. ,�:��!��:�;�:�;��;�i�!�ii��i�l�!i�!��!��!��-.'.-'��!��!�!i!!:i�:�::::::::::..:::! 111!;:�.;:::,:� -!... 5 . I . , . . 1: .1 . ��; ;: � 07 �A3P-1,iODIFIED BASE PLATE % , !;; .. : ;;:. 1: ... , �. ;!, .: '' IN T -.:1!.:1t.;1!.;.'.:'1':�'.!-' I.i.. ! ... ... . : i....; 110A, TTJ�-.[.?,�l I 5 :.: ; :! TSP-AWSE .... I........;;: -(X .;;:.: 1`3 '....''M .11 I-.,.`::: .... x-,..� - -, -- -, . NlEi! - ��..� ,, :..Nm��".......".,..,.,....'...."..,.,.........."I"� ��p g'' .X , ,ij ,."�,',.� Tc- TOP CAP ONLY . , , , ". : ::, ..... , k , %J ".. I . :p:p:p;.'V ...�,.��,��,,�.,�",.�".,t.�,:....."!.,..". ,;�� :: ;::;::; ., .1. , ::: ::, : : : :,� iki ,:� ::!::::::;!;: :, : ; ;;; ':':,:I.::,:.,; . 1-JER ,,, I ... :t !` , 1. .,. ".. J.".0J, ,� - � ,� I ______ __ AMERICAN LITE POLE 2800 13. HULEN, SLhTE 200 .... FORT WORTH, TX 76109 866 ... 474 .... 7200 WWW.ALPIPOLES.COM I . Submitted On- ADr 3. 2020 1/2 Index Paae tM qr,,c��,,.-s.,� �,',.,','.,,,'--.,-.��,.,,,.-.""*,.,�;,',;.�;�,��.-';��:.��"k��l'.�.�,�,� �� 1, - �p�q,��.�: i�,V,�`, ",."'��",.--..,,'e.",.";,".,..��,','.,.",.,.�'�.�,.��,.��W"�,,� FkZ ',',�.. � . ,��Ii', , R'., � ! - .- , . .,g, : ."."; " '� p . �,,� ,, . ., b_. ypo . .. , ighting Virgin ia-Central -."tt .... I I ...... 1.0.` .... UZI a 00 IN. - . . ... ... ., . ,"'n'. " �. - �, , " . �'. 1. .- ny, - V �, ,.; , , , I , . � % �, �. 't. .n4J0,uk'.q , I'll I.I..v ,., P. , � . Jo ame: , ; . , b " . , 9, 'I�M'�ll."''i",D'.".""*,�"l'.1'� " � A111111 11 1.1.11, I i ""'i!"M .", ItiL 11,11", ,!�� I ." ,., ., . ". , "'. ", I . ,P � . . - ... ... ;.,.-,,,%u!� . I V 1 , �, . I � 1"'1`�""R,11`.'1,1' _ � (new) Southwood Subdivision I I & 12 - REV. - ','.�,i',,'K,,q �,.l.-,,%F.erW. � � . �. '. �F,�,, ��1%71jl,%J,v 1 Z ,o. �",1`10URR . �. A . _ I � , , R "' "� mul �,`,.',.l'.;...,',��,.�, �i,R�i��R I " A " - 7 ! , R I ",*9 .., � ... 7 " �.';.,�,'. 14 .", , , ` 'f 11. I I'll 1- , � --09 �,S��,,N �'.' � . �', ,.. " ,,�'.,f. , I I - N� .gg , _�,:. ` �:��:"",.��:",.,��';�',�,.,"-. - � .11 IV I K". 0 I , , " e " : ...11M...., .. .. . . . .1.1l, , , I I -1.1,11-I.-W lf�00�,Py�:-,IfA ... .... , , Mlt .g_ . , ., ,...,,,,, I. , � ;,�% �";.11� _1-1 "'."'.", '�,.,'.�,.�'.�,,,"�,�:'��!"e"�""",(,�,,��:": : . 11 .,v I � . , ...... V,, ".".a.01"f I , ta"11. ,��,,,R",�,,,'.'.-,. WM MZWW.IMH� �YM . ,.,,,��,�,.-.,.,,,,.,,.,-.,�,-,-.,,,.,�-11I ` " ;,;� 1� ., , . _ , I ,l - - �, �� 6� I'll, I . �z�O�z��zv��,',��,--.,�,�,,�q,.��.Q��:�;,k�;��'".,,',.,,.,��l�'.��.�,',,,,.�,',',,,,,,,�,,.,.r,,,,,,.r,,,r",,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,e,,".,f�,� , �, � .� �- 1: , �, Architect: TIMMONS ., " 6'. ",,", u r �, � u (. . I I � � I . ,�,,.�,�q� , , ,� i W, ,,, ".1%0 ',:�: , : , 1.1'...I.-., r. . .11 -.1 � 1, I P, I— n , "'! 1. . 111I.I.I.I..".t.l.," 11% - lr�, �1, ,,,.,,�,,,.�,.i�.",�,,,,�.".�'.",.., I , 0 ... - �-� ", .M. N .j,��,-,,,,,,-..,, . ,,,, ,',�,', .�, ..""', -, " , �. ''. . ". , , . . ,14 . "i ". ,,, �. � I . I SOLID STATE AR - EA __ L - I - GH - TI - N - G PROJECT NAME: - - __ ___ - - __ - __ �� :�' , 11 v � , . k,� . � I I V, � t N1. : - ... , i . - :�;, .; �; � ,� I :� ;.; i , � , � , NT E111 7, u PROJECT TYPE: I -, ;I a I Ewe I 1[ 111MOVINA01 ESTARMARIJIM14-111 � .� 1.1.11.11, :*; I t.; - r,6 ____ U� SPEC I FICATI ONS r - I " � 1:��,.�� - � �...: . ': , , : A , : E-T---.,- -1 , : . , 'A . , OP HC I L HOUSING , --- , �,;. r_ =71 .1 � :.1- IN... .; - � `� ', , . Heavy cast low copper aluminum (A356 alloy; <0.2% copper) __ __ '. �t I " ��;t.:, ., I 11* ';:`:;` 11. I -�,,�,`-.� . ! :, assembly with integral cooling fins. The Optical Panel -: ,:. � . . . - l I .1 . I mounting surface is milled flat (surface variance <± .003') to I - 8 facilitate thermal transfer of heat to housing and cooling fins. The Optical Housing bolts to the Electrical Housing forming a T unified assembly.The minimum wall thickness is.] 88". C L=( J ELECTRICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0 2% copper) FIXTURE A I B C I F- �),,�:�i��;:�.!.,ro,t�:!:�;!:�;:i ,. I 1:;. ,:I��!�� .::!: .: " RZRWI-EM . 6.51, . I '.) (16-1,m) I . ."�;�,.t;�'.�:�t��;;,-.�:�,;,-.t;,.!:,��;,t��,�;..t;,�t;..t;�.�;�!;�!;�L;".:;%:. t_ �.X:.%;.,-:!..'� %;%!, : ;:::;!;:;!:�� assembly. Minimum wall thickness is .1 88". Fixture Mounting �;:!:: o' , , :;:::: : ' * I "" .1 I : h ' �,;.:.��: - , !-1 .:;::!., .1 :::::::.! . - I I ::::::*, .. I N, 1; I Plate affixes to mounting surface over a recessed j-box. I-P. %M11"....111; 1. * ;::!`:1 , . ,%, .,.::,: ;:1 1;��` ;;:.%,; i ,;:!:;:!;;t:;, Electrical Housing anchors on the top edge of the Mounting , . I . FAI U. f PENDING Plate and stainless steel recessed socket head screws tighten the Electrical Housing to the Mounting Plate from the boffom. PLEff'OPT11CAL MODULES ........ I � " I 11 Emitters (LED's) are arrayed on a metal core PCB panel with �_ 1 =:==== I.. I'�i;.., ff��... ---.....I .!;. . ::.!!� . !:$.i". . t. .:,:111 =_ : :. :�� each emitter located on a copper thermal transfer pad and � "' " ""' , "" , I enclosed by an LED refractor. LED optics completely seal each "' ; .: I :i ,. i: I , ;:1.: .11 '. individual emitter to meet an IP66 rating. The asymmetric . ...... .... -1 -1 .:: �.. I., _ I I''.. 11 _ ... _ �. I. � � I I. I..... ..._ I 1. .. � =-- A I '.... -reflector inside the refractor which ,. .., distributions, have a micro ! _.. I . . - , I 11 . ....... I ".: , , , '�i� re -directs the house side emitter output towards the street side L__ � , ��:�j`...,"!��!�;�! . .. .......... V, � :,,, � I'll, �1�,'R � , = � -" W41:;1::-,.:::::.,;: .. ,�,�,��,.,,,,�,.,e"".f�,�,,,..."""."��i;:!i!��i!:�:!!�:�:�: �: � - and functions as a house side shielding element. Refractors , - �.,.!�.. .:,;:!i.,.'.",.�11.1;�t;�:;;,�;:-:;:;; 1: _. i� ::! , ,::.:: 1 1 1 . �;:., "'."'..: t:; , "' " are injection molded HI 2 acrylic. Each LED refractor is sealed .N. ! ...... , .". .,i!!��!��:�:��:�2��:;: to the PCB over an emitter and all refractors are retai I �,:-'..',"...., ,._ ned by an ,'......", .."...." __.,..:;%'._ :_; , I ..,'.... � .... . ,...,.:.: , I . .-, 11 I � 11 �. � .., aluminum frame. Any one Panel, or group of Panels in a I,----- B --------I luminalre, have the same optical pattern. LED refractors _'. �.. produQeType 11, Ill, andType IV site/area distributions as well as T other specialty asymmetric distributions. Panels are field C replaceable and field rotatable in 900 increments, L=1( i I FIXTURE A a C RZRW2 116.� (IIX-) i2" V-61) 61, (152n") , RZRW2-EM 161, (40mm) 14" (VAnn) - 15.5�1 (IMM) LED DRIVEP (S) Constant c' OC.' - minimum operating temperature of -40'F/-40 Driver(s) is/are UL and cUL recognized and mounted directly against PATENT PENDI G 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, 50/6OHz or 347V-48OV, 50,601-1z, (O - 10V dimmable driver is standard. Driver has a , ===== minimum of 3KV internal surge protection. Luminaire supplied � ___ '-'- --,-= '.1", � .. 11"i:10. I , with 20KV surge protector for field accessible installation.) = - � ..... .... �� ,,.'t.��i��:�_ i �,,'�Ii�i�i�!!�I, �. ` LED EMITTERS C - _= 7-:-7. - �,'..` �.:;:,,;, .. ,;Iii:�i: �!� .. ,i��!��i!�� " High output LED's are utilized with drive currents ranging from __=1 I 1- :: .. + : . + I . A , I I I I.. 1. - 35OmA to 1050mA, 70CRI Minimum. LED's are available in = .. .11 �Jg .. ,, - X-4: .1 11 -- . .!t�-"�,tq'gv'�,,;,-:, - _�lI.1.1.11,11, .R.R."'."k, I, I I �,gvj,�, 1.::0fflVl1, " I '. t �. " 11�,., ;;; , 1.l .. ..... . � W `t:D,�F'1�1, . I �'�tv'��: .,;I.:. . �'k. V . .... '"', standard Neutral White (4000K), or optional Cool White .:.---.= � - - *, . I � - 'k , , , , , .... :;:! � �:;::��,".�,',�1.1.(��',�,,,.,,k,�',,, ,'..E,`,.,,' ;.. . , ,� �1.M!:,A,A'.'t' ""' : " , . � q�,,� ;e"-q",�,,��'i'�.,��,,, t" �,.�,�,�.-.,��,�,��,,�;��,,�"',",�"'-,�:r,� "" ", �,��,,�,�f:�,�,��,,�.,�,��,;,,..,!,',c.,t, -q; "' ''' " " (5000K) or Warm White (3000K), Consult Factory for other LED ________J - ----- J �1`11 * .:, , , q , ", �" , ::s: : .., 'i , , ,, """ . � 1111 :�,',`�""* ;.,:..:, � : , ,� ,`,"' ... ?,"!,*','�";,.�,,�"";;;��:��,��,,,�,',.�,',,,�,,;,,�,.,.,,�.,',,,,,.., : "I'll.. : I . I , .1 11 . "I I..''. "' "I ` options. � - �__._D 1:�::::,f.�,�,,�,,,�,�,�,�,�,,�,;,�l;,If;,'��i:'��t, �"-."1.11. I . � 11 ,..::::. ,1!.,!�I!�! 1�1�.Ip�t t!,1!! �1. I... � . i�,.!.!!, .. i "" i, :t I... � ; ., ..: ., 't; .. ;�� ... . " ��i�� ,:�:,.. I � " 11 ."'...' � = I , � ::!:;:::::::., ; i ... .. .. I . ...t. ". - . ..�: :!: ,:. . _11 I .. I 'i .. :,: ..;; ii�i�i��ii .: ;:: : �� .1 -.1-1 I , ::;,:;: ;: , -_ �� .. .,::�;::: :1 ;;;. : - ::: --...,.,,. ", AMBER LED's I Lz�_i . ; '. :i:;�::: : :� :: ..,:: , - .... .:..,: I I I :i - : .. - ........ .. . .:, 1: - ... � ;. :t: _;: :�: :".,: -, :; 1: :��:., iiii.."I'li�i! ; - - - �:! �:�. �; " ......'......'4; * : � :;: ,�� .11: .: � PCA (Phosphor Converted Amber) LED's utilize phosphors to , . , : I - 1:� , : :�::::�;:.;:. .; !I: .:;:!::! . � : 11 I I...., I I 1. . .%:�:.,.. I . I � - ". , � � , , , . _::1 I create color output similar to LPS lamps and have a slight I � I �.. I..: 1 . !'', , � � : - 11:1 I � 8 .. I - I . -.1 I I . . .. .1 ... 1.11.11. 11 1''.. � output in the blue spectral bandwidth. TRA (True Amber) LED's T utilize material that emits light in the amber spectral . C bandwidth only without the use of phosphors. I 1 FINISH FIXTURE A B C RZRW3 23" ( 561...) 121, �M) W. (15Z) RZRW34MI 23" tw4mm) 14" (356,=) 6.51, (16-5-) Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140'F. Four step RZR-WM3 media blast and iron phosphate pretreatment for protection PATENT PENDING and paint adhesion, 40WF bake for maximum hardness and durability. C us MADE IN THE @ LISTED tisa 660 West Avenuu 0, Pulmdole. CA 93551 U.S. ARCHITECTURAL Phrrte (661) 213�2000 Fax (66)) 23L�2()O I U.S. Architectural Lighting mew.walig.com I= 0 - ______ -_ n: Apr 3, 2020 '.1 s RV; I : � I r"'.. (new) Southwood Subdivision I I & 12 - REV. I 1 " Architect: TIMMONS a -i"g., : � , , , . � I ,. .1 .1.1. I L . . " * " q;p 11 11 .:�. � . ..�� . . . . . . ... tF,,�-,� I. .., I �POLE HEIGHT 22.5' (FT) - O' i I` -------- D ETA I L 3 : I I I POLE CAP I I ; i ! I i ! I \ ; I t ! ! I t ; ! ! ! � ; : I I i I ! ! 1 l I i i i : : ! i t i i i 1 i ; i ! : : � i . I � I i i 3"x5" REINFORCED HANDHOLE @ O' � d I I ,-IN/COVER, BOLT,BACK-UP BAR G LUG TAPPED 1/2"-13N I : ! ! ! � . 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BECAUSE 6)WRAMII DISCbVVER: 4THOUGH RARE, VIBRATIOS SEVERE GNOUGH TO CAUSE DAMAGE CM OCCASIONALLY OCCUR Ir 111Y A.RE NFLUDXED BY 11MY 1NIERACTiNC VARIABLES, MBROONS ARE GMERALLY OPREDICTABLE. T11C USERS MANUIMCE PROGRAM 9,40AD 0111GE 0M WSEMIjklION MR EXCESWIF �1113RATIQN AfID EXAN.INATIOIll FOR AW STRUCfURAL DAMAGE. ALP INARRAIITY EXCLUDES FATIGUE FNIMI OR q.MILAR PH0\1 ENA RV11ING FROM NUU111) Y18RAIMI, [1A01,1k1G1lI1C 0SCILLA11011 0R RESOINAII[CE ASS0CIA1!D'MfTI.V.0VEM[tJT Of"AIR CUMENIS AROU1,110 RIE POLE. . . .. ........... .. - --- - - --- --------------------------- .. ... . . LOADING DATA MATER[AL DATA . ______ . 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L........ ... > . ....... j . . ....... ....... SCALE-T=20' 40 0 20' 40' .. ...... ...... f .......... PLANT KEY TREES BOTANICAL NAME BET CIM BETULA NIGRA'CULLY IMPROVED'TM CEL MAG CELTIS OCCIDENTALIS 'MAGN I FICA' PLA OCC PLATANUS OCCIDENTALIS QUE BIC QUERCUS BICOLOR QUECOC QUERCUS COCCINEA ULM ALL ULMUS PARVIFOLIA'ALLEETM EVERGREEN TREES BOTANICAL NAME ILE AME I LEX OPACA JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME AME GRA AMELANCHIER X GRAN DIFLORA'AUTUM N 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 rVIBURNUM DENTATUMBLUE MUFFIN' GROUND COVERS BOTANICAL NAME ECH PUR ECHINACEA PURPUREA HYP CAL HYPERICUM CALYCINUM LIR BIG LIRIOPE MUSCARI'BIG BLUE' 0- -01 e� SCOTT W. 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V�� m E CD C> (31 U N r,4 vi r- *0 > E - E Lu -2 m = 4-� W �7 u (u 3: < ul-I I', 3: . 0 LL �2 L- r-1 Lu 0 m ,-A c� = M < 14 U-00 a- -1 — ui uj — ce r" C:) a) a- > C) CN (A r,j - u uj Rt �� (L) m ±-- V 3: :3 0 (j) � 9 sie 6 LL 0 4 =3 "t U) X a N Q) �-q u > t�o X: < Lq �- = Ln 00) .w N V) 4 2 L- rr) 0- %t 00 -i C) Lu %D �- (1) Q� Z) 0 = (9 Z) 0 ce- :E �- 0 Lu > Lu k1 = u < z 0 k1 U) 14 > 0� Z:) 0 �- so 0 0 0 0 0 ) �"3) 3 - , A N N 1--� r-1 Lij CD uj �, ur) r�l 01 0 N N Lu � �- 0 < m C) ---, ,-i V) U-) r-j Lu F-- " U) Z L-j 7 LU Lu � 0 z 2: CL 0 D (n �-4 0 F- U LLI a. 0 'i cl� — n 4 -j Ce — _j u F- 2 < ur) �-q D Lu 2: C) 0-1 Q C�z 0 ;7 Lu Lu LL 0 0-0 ,--i �-, 0!� in 4 Lr) 0 < �-q 2: > CD LL ::D Lu r-i 0 C) w 11 z ;7 �- o LLJ UJ I. -I 0 U-) �- 0 I— ,� m N w C) N �- I-, < r-i 0 T--1 -1 ,--I 0 - . . DATE 0111112023 DRAWN BY M.RACHNER DESIGNED BY M.RACHNER ECKED BY I NCOCK SCALE 1 11=20' N T-1 I � 1 06 1 T--i T--i . U) v Z. < - U i 0 < 0- - > I ui : I Lij -j n - Q� co < < 2 () , i LU (/) . co -j Q . < < LL Z - 0 < : I' � I 0. z . -) —j C) u < . �— - 0 w 0 - I 0 : : ( i� ! . ! = : ! I F— I . 0 - V) . : . - . . . - JOB NO. 47118 ' SHEET NO. . L 1. 2 i L County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-1.11-297 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); Location and type of protective fencing; © Grade changes requiring tree wells or walls; © Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: a All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: R1 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storaize: R1 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: Q Such devices shall not adversely affect trees to be saved. 6. Fires: Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: When the ground .level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. TrenchinL, and Tunneling: © 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: C✓1 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: © 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: 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 AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP X3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP/ 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 CONTAINER DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL _ I 3 X ROOTBALL I _ �DIAMETER T EVERGREEN TREE -STAKING SPECIFIED NOT TO SCALE REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS :W ROOT BALL 12 GAUGE GALVANIZED WIRE �— 3-2"x2" HARDWOOD STAKES PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL BET CIM 6 BETULA NIGRA 'CULLY IMPROVED' TM HERITAGE IMPROVED RIVER BIRCH 8' HT. B&B 430SF 2,579SF CEL MAG 7 CELTIS OCCIDENTALIS 'MAGNIFICA' MAGNIFICA COMMON HACKBERRY 2" CAL. B&B 611SF 4,277SF PLA OCC 10 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2" CAL. B&B 1307SF 13,067SF QUE BIC 4 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL. B&B 319SF 1,276SF QUE COC 3 QUERCUS COCCINEA SCARLET OAK 2.5" CAL. B&B 394SF 1,182SF ULM ALL 9 ULMUS PARVIFOLIA'ALLEE' TM ALLEE LACEBARK ELM 2.5" CAL. B&B 394SF 3,545SF =25,927SF EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL ILE AME 6 ILEX OPACA AMERICAN HOLLY 1.5" CAL. B&B 56SF 336SF JUN EAS 10 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7'-8' HT. B&B 32SF 320SF =656SF FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL AME GRA 9 AMELANCHIER X GRAN DIFLORA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE APPLE SERVICEBERRY 6'-7' HT. B&B 130SF 1,170SF CER CAN 3 CERCIS CANADENSIS EASTERN REDBUD 6'-7' HT. B&B 124SF 372SF COR FLO 7 CORNUS FLORIDA FLOWERING DOGWOOD 7'-8' HT. B&B 124SF 868SF MAG ALE 1 MAGNOLIA X SOULANGEANA'ALEXANDRINA' SAUCER MAGNOLIA 6'-7' HT. B&B 145SF 145SF =2,555SF SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT FOT GAR 14 FOTHERGILLA GARDENII DWARF FOTHERGILLA 24" HT./SPRD. 3 GAL ILE GLA 34 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE WIN 31 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER ITE SPR 15 ITEA VIRGINICA 'SPRICH' TM LITTLE HENRY SWEETSPIRE 24" HT./SPRD. CONTAINER VIB MUF 38 VIBURNUM DENTATUM 'BLUE MUFFIN' BLUE MUFFIN ARROWWOOD VIBURNUM 36" HT. 5 GAL. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ARO LSC 53 ARONIA MELANOCARPA'UCONNAM165' TM LOW SCAPE MOUND BLACK CHOKEBERRY 1 GAL. CONTAINER ECH PUR 54 ECHINACEA PURPUREA CONEFLOWER 1 GAL. CONTAINER HYP CAL 32 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER LIR BIG 78 LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF 1 GAL. CONTAINER 'NOTE: THE BETULA NIGRA IS TO BE SOURCED AS A MULTI -TRUNK TREE. GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE 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 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. 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 X3 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 GENERAL NOTES PRE -CONSTRUCTION STREET TREE REQUIREMENTS per Sec. 32.7.9.5 of the Albemarle County Code. =29� ,13ssFI STREET FRONTAGE REQUIREMENTS CALCULATIONS REQUIRED PROVIDED EAST 431 LF 1 LARGE SHADE TREE PER 50 LF (431 9 LARGE SHADE 9 LARGE SHADE STREET OF FRONTAGE TREES TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS *per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% OF GROSS PARKING 50,693 SF 50,693x .05 = 2,534.65 SF 2,535 SF 2,768 SF AREA INTERIOR PARKING LOT TREE REQUIREMENTS per Sec. 32.7.9.6 of the Albemarle County Code. PARKING LOT REQUIREMENT PARKING SPACES CALCULATIONS REQUIRED PROVIDED 1 LARGE SHADE 6 LARGE SHADE 6 LARGE SHADE PARKING LOT 1 TREES PER 10 54 PARKING SPACES 54/10 = 5.4 TREES TREES PARKING SPACES 1 LARGE SHADE 11 LARGE SHADE 11 LARGE SHADE PARKING LOT 2 TREES PER 10 110 PARKING SPACES 110/10 = 11 TREES TREES PARKING SPACES TREE CANOPY REQUIREMENTS per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 15% OF THE LOT AREA IS TO BE COVERED BY TREE 175,949 SF 175,949 x .15 = 26,392.35 SF 26,393 SF 29,138 SF CANOPY BMP PLANT NOTES Plant one tree per 250 square feet (15 Establish plant materials as specified in the feet on -center, minimum 1 inch landscaping plan and the recommended plant list. caliper). 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 /o Plant Materials center. cover in the proposed planting areas within a 3-year period. CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT Plant groend cover plugs at 12 to 18 If seed mixes are used, they should be from 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE inches can -center, Plant container- a qualified supplier, should be appropriate grown plants at 18 to 24 inches on- LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. for stormwater basin applications, and center, depending on the initial plant NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. size and how large it will gnaw. should consist of native species (unless the VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO seeding is to establish .maintained turf). BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL gMP 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 INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND - Itea virginica'Sprich' REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY 0 -Corpus serica'Kelseyi' STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT - Fothergilla 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 - Jencus effuses 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 AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. INSTALL LANDSCAPE PLANTINGS AT ENTRANCESIEXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. 1,355 SF UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR 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. . , p,LTH OF O � SCOTT W. 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