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HomeMy WebLinkAboutSDP202100019 Plan - Revision 2021-09-15 (3)\ \ \ \ IN \ \ \ \ 1 \ \ BLOCK 1 BLOCK 3 11� �tI I 1 BLOCK 6 t \\\ \\\' \ ` ` IN IN BLOCK 2 / BLOCK 8 / J8 P-14 H-7 / A \�cp BLOCKz BLOCK 10 J BLOCK 7 i \ \ IN / _ — \ IN \ / / \\yam\ / Os�\��' \ o� \ II --------- ----- — ------ ------------------------- — \ \ _ -- ---------- — — — — — i / - _ / _ —`f = 6B - I ' _ — — _ Soso 1 1 / BLOCK 9 BLOCK 11 I N cL BLOCK 12 I 'i — o _ 1 C /O J-4 _ _ P6 J_ O — r / 1 3 P_5 C— / — % H-4 p 7 _ G I 1 n—� .._. n 1� '' I I I ✓ I 1 7ERNUT BANE — — T _ o 0 0 \ \\ \\\\\ 1 \ ,I ;I 71fRIVEI WHART FUTURE 0 / / / n - l I I RESIDENTIAL Lie o L / U � / G \ v UNITS / / �� \\\ \\\ �\ I �I<�\\ I , / n/-3 J15 �� % l J \\\\ /> O PIPE LEGEND NEW PIPE 13 EXISTING PIPE H-5 J-6 i op BRUCE I STRICKLAND JR. Z Lie. No. 056612 10/22/2020 Ic l �SIONAL� M E O � O N Vi N C > E w °/ E Lu L, 3 o w o w 0 m Q J U m W J—� IA N U W 7 � � 30Nx J�jx < 0 Q = ,;,. Ln_ N = U F Q c L^ O m co N � � M O H M 0 x c� 0 0 w w U Q Z 0 Ln 0 Z 0 a U N Lu 1- 1.2 V- V- 0 W W W W > 0 0 0 0 2 2 2 2 V000 wwww aaaa wwww SSSS wwww Uj oI]��N DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY 3. STRICKLAND SCALE N.T.S. rw V Q � J � I --I O Q i H W J �' z in w Ow I --I J m J W Q > }O � w z 0 o 2 W oC Lu C) V) O Lf) o c� Lu JOB NO. 40919 SHEET NO. C9.0 0 c a L DESIGN CRITERIA CONCLUSION • FLOW INFORMATION WAS OBTAINED FROM A FLOW TEST • BASED ON THE INFORMATION PROVIDED, THE PROPOSED SYSTEM IS PERFORMED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS (ACSA) ON 12/19/2019. THE FLOW TEST NODE IS THE EXISTING WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC SCENARIOS. HYDRANT LOCATED ON THE EXISTING 12 INCH WATERLINE APPROXIMATELY 350 FT NORTHEAST OF THE INTERSECTION OF OLD • THE MINIMUM NEEDED FIRE FLOW IS UNKNOWN AT THIS TIME. AN AVAILABLE LYNCHBURG ROAD AND HICKORY STREET. THE AVAILABLE FLOW FIRE FLOW TABLE WAS PROVIDED WHICH SHOWS THE CALCULATED FLOW CURVE IS SHOWN ON THIS SHEET. FROM EACH HYDRANT, FLOWED NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND WHILE MAINTAINING A MINIMUM SYSTEM RESIDUAL • SYSTEM FLOW IS REPRESENTED AT H-1 IN THE INCLUDED WATER PRESSURE LIMIT OF 20 PSI. THE ALBEMARLE COUNTY DEPARTMENT OF FIRE MODEL LAYOUT. AND RESCUE SHALL DETERMINE THE ADEQUACY OF THE AVAILABLE FIRE FLOW RESULTS. • THIS WATER MODEL WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL • PRESSURES IN THE SYSTEM EXCEED 80 PSI. PRESSURE REDUCING VALVES LAYOUT AND FLOW DEMAND CRITERIA. ALL WATERLINES WERE MAY BE REQUIRED PER COUNTY STANDARDS AND PLUMBING CODE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF REQUIREMENTS. 120. • THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT • THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. TO CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE • THE PROPOSED SYSTEM WAS EVALUATED BASED ON MAINTAINING PRESSURES AND FLOWS WILL BE EXACTING. A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR • IT IS ASSUMED THAT THE OFF -SITE WATER SYSTEM HAS ADEQUATE ALL FIRE SCENARIOS. OPERATIONAL AND PERMIT CAPACITY. FLOW DEMAND CRITERIA • AVERAGE DAILY DEMANDS: •• RESIDENTIAL UNITS: ••• FLOW FACTOR = 270 GPD / UNIT DURATION = 24 HOURS ••• AVERAGE DAILY DEMAND = 0.19 GPM / UNIT AVERAGE DAILY DEMANDS PER BLOCK •• BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT •• BLOCK 3: ••• RESIDENTIAL UNITS = 22 ••• AVERAGE DAILY DEMAND = 4.13 GPM AT J-11 •• BLOCK 4: ••• RESIDENTIAL UNITS = 10 ••• AVERAGE DAILY DEMAND = 1.88 GPM AT J-12 •• BLOCK 5: ••• RESIDENTIAL UNITS = 71 ••• AVERAGE DAILY DEMAND = 13.31 GPM AT J-17 •• BLOCK 6: ••• RESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1.13 GPM AT J-11 •• BLOCK 7 ••• RESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1.13 GPM AT J-14 • :•• BLORESIDENTIAL UNITS = 5 ••• AVERAGE DAILY DEMAND = 0.94 GPM AT J-8 •• BLOCKS 9-11: ••• MIDRISE APARTMENTS = 69 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 18,630 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 12.94 GPM ••• TOWNHOMES = 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD •••• DURATION = 24 HOURS •••• AVERAGE STUDIO APARTMENTS ENTS DEMANDLY 00 GPM 000 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD •••• DURATION = 24 HOURS AVERAGE ••• •• DAILY BREE EWAY UN TSDEMAND S 6.00 GPM 116 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 31,320 GPD •••• DURATION = 24 HOURS • 000AVERAGE DAILY DEMANDS AND = 21.75 GPM 00 DEMANDS FOR MIDRISE APARTMENTS, TOWNHOMES, STUDIO APARTMENTS AND BREEZEWAY UNITS WERE COMBINED (46.69 GPM) AND SPLIT EVENLY (15.56 GPM EACH) BETWEEN JUNCTIONS J-5, J-6 AND J-7 • : BLOCK 12: •• ONE BEDROOM RESIDENTIAL UNITS = 15 •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 4,050 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 2.81 GPM AT J-2 • •••• TWO BOW FOACnOR = DENTIAL 270 GPD UNITS - 65 UNIT •••• TOTAL DEMAND = 17,550 GPD •••• DURATION = 24 HOURS •••• COMMERCIAL 19 GPM AT J-2 000 IAL KITCHEN = 5,0 0 SF •••• FLOW FACTOR = 1 GPD / SF •••• TOTAL DEMAND = 5,000 GPD •••• DURATION = 12 HOURS AVE••• •• PAGE CE DAILY 50 SF AND = 6.94 GPM AT J-2 RETAIL S •••• FLOW FACTOR = 250 GPD / 1,000 SF •••• TOTAL DEMAND = 1,250 GPD •••• DURATION = 12 HOURS LY DEMAND = 1.74 GPM AT J-2 ••• •• PHA LEAS AVERAGE AND COMMUNITY SPACE 3 200 SF •••• FLOW FACTOR = 175 GPD / 1,000 SF •••• TOTAL DEMAND = 560 GPD •••• DURATION = 8 HOURS •••• AVERAGE DAILY DEMAND = 1.17 GPM AT J-2 •• FUTURE RESIDENTIAL UNITS ••• UNITS = 250 ••• AVERAGE DAILY DEMAND = 46.88 GPM AT J-3 ••• UNITS = 250 ••• AVERAGE DAILY DEMAND = 46.88 GPM AT J-15 RESIDUAL PRESSURE RESULTS (PSI) AVAILABLE FLOW CURVE Instantaneous Flow Test Curve for the Fire Hydrant Located Approximately 350 FT Northeast of the Intersection of Old Lynchburg Road and Hickory Street 70 60 50 sea sess 40 a d si 30 sea 20 10 0 0 1,000 2,000 3,000 4,000 5,000 6,000 Flow (GPM) HYDRANT FLOW TEST Test Date: 12/19/2019 Test Time: 10:00 a.m. Static Pressure: fit P51 Residual Pressure: 59 P51 ` � � Observed Flow: 1,313 GPM � asse Note: Flow test results were provided \ by Albemarle County Service Authority. \ \ \ \ \ -Observed Flow \ - -Projected Flow \ DISCLAIMER: The flow test results are based upon information gathered at the time the test was performed. The variability of the water system due to changes in usage, demand and operating conditions precludes guarantee that expectations regarding available pressures and flows will be enacting. Projected flow beyond the observed flow is onl an estimation. .. 1301 yg � Legend Qea CSA Hydrant rn N - \ Service, Ownership o g Not In Service, ACSA owned ¢ es Not In Service, Private Ownessa i °�_ ♦ m Service, Private ownership 204 n A ,�� • y° In Service, ACSA Ownetl to �I •O� O Static Residual Hydrant y°° ACSA Fire Line A water Main tiliry type S ' o ao / 12031 1203 Potable Water $ Raw Wamr d o ar > bob N e O � h � � Ili asz m b o'ep9 Flow Hydrant a bwo / to I y - n• e C' % ; 6 'tee f �' IiAosDy MouFibin; PumP.Statlon�� n 1203 � oT 1203 eT m m oNe<oR re mJ a� �2 � s.. COMM 4r ♦� 0 N ' wry pMBRo¢E: >2 him P l I _ o opy b utilities ewn I II pp nd ' ndedheBore porol dra Iy R. p r M h,LLdb aIM1 than my p ry porous Ilan wmom ou r- nln ap ranee amrala, n, 1 imm prewar M p m W pd r lit eed updau nl arro INN¢p n t Pery ills IN Md p INpM w b C Auth6rity rar naV po rateres MI O Nv 1 men I'rR .1 a. an se, us- nor Me Service mzgn mml rat -ol p p ceM t nom pl maele pion. 5 users s Compaso or SA op epe�Rouel Vl uns. Aeeellmaeen mcar N, o too zoo aoo aoo s�w9•� pi Pla,ineNc nala PmreM INCounly Of AlEemxle Feet � � INi FLOW SCENARIO JUNCTIONS HYDRANTS J-1 J-2 J-3 J-4 J-5 J-6 J-7 J-8 J-9 J-10 J-11 J-12 J-13 J-14 J-15 J-16 J-17 H-1 H-2 H-3 H-4 H-5 H-6 H-7 H-8 H-9 H-10 H-11 ELEVATION (FT) 488.5 490.2 492.2 489.1 466.8 461.3 4532 443.2 440.5 436.9 432.9 440.4 444.2 457.0 461.8 455.6 451.3 500.0 489.8 490.9 474.7 460.2 448.5 442.8 433.0 441.1 453.0 452.3 STATIC 66.9 66.2 65.4 66.7 76.3 78.7 82.2 86.5 87.7 89.3 91.0 87.8 86.1 80.6 78.5 812 83.0 62.0 66.4 65.9 72.9 79.2 84.2 86.7 91.0 87.5 82.3 82.6 AVERAGE DAILY DEMAND (ADD) 66.8 66.1 65.2 66.5 76.1 78.4 81.9 86.2 87.4 89.0 90.7 87.4 85.8 80.3 78.2 80.9 82.7 61.9 66.3 65.8 72.7 79.0 84.0 86.4 90.7 872 82.0 82.3 MAXIMUM DAILY DEMAND (MDD) 66.6 65.9 65.0 66.3 75.7 78.0 81.4 85.7 86.9 88.4 90.1 86.9 85.2 79.7 77.6 80.3 82.2 61.7 66.0 65.5 72.4 78.5 83.4 85.9 90.1 86.6 81.4 81.8 PEAK HOURLY DEMAND (PHD) 66.3 65.4 64.5 65.7 74.9 77.1 80.4 84.6 85.8 87.3 89.0 85.8 84.1 78.6 76.5 79.2 81.0 61.4 65.6 65.0 71.6 77.6 82.4 84.8 89.0 85.5 80.3 80.6 AVAILABLE FIRE FLOW (GPM) FLOW SCENARIO HYDRANTS H-1 H-2 H-3 H-4 H-5 H-6 H-7 H-8 H-9 H-10 H-11 ELEVATION (FT) 500.0 489.8 490.9 474.7 460.2 448.5 442.8 433.0 441.1 453.0 452.3 AVAILABLE FIRE FLOW" 2,000 2,000 2,000 2,000 2,000 1,850 1,731 1,677 1,661 1,639 1,666 'AVAILABLE FIRE FLOW IS CALCULATED, NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND SCENARIO AT ASYSTEM MINIMUM RESIDUAL PRESSURE LIMIT OF 20 PSI. FLOW WAS LIMITED TO 2,000 GPM. ISO FIRE FLOW CALCULATIONS NEEDED FIRE FLOW (ROUNDED UNIT TYPE TO THE NEAREST 250 GPM) 4-UNIT 1,000 GPM TOWNHOUSE 5-UNIT 1,250 GPM TOWNHOUSE 4-UNIT CONDO 750 GPM 6-UNIT CONDO 1,250 GPM SFD 1,000 GPM DUPLEX 1,000 GPM PIPE REPORT LABEL LENGTH (FT) DIA (IN.) P-1 409 12 P-2 246 12 P-3 30 12 PA 178 12 P-5 26 12 P-6 124 8 P-7 290 8 P-8 166 8 P-9 167 8 P-10 39 8 P-11 238 8 P-12 165 8 P-13 183 8 P-14 14 8 P-15 80 8 P-16 142 8 P-17 158 8 P-18 55 8 P-19 159 8 P-20 14 8 P-21 64 8 P-22 182 8 P-23 85 8 P-24 124 8 P-25 164 8 P-26 87 8 P-27 24 8 P-28 299 8 AbamuleCoutlty Hydrant Flow Date of Report Service Auth6rity Y 12/20/2019 s'ak""petlM1a --'� Test Report tSeslwElap PoadGwmwa.w Stan IaaalanJatt Location OLD LYNCHBURG RD Date and Time of Test 12/19/2019 10:00:00 AM - Minutes of Flow 2 e Pipe Size (inches) 12 Pressure Hydrant 12032 .. Static Pressure (psi) 62 Residual Pressure (psi) 59 h ❑ Q20 Looped ❑ Q20 Multiple Inline Hydrants 1 Q20 Single Flow ❑ Sprinkler Test Single Flow Flow Hydrant x1 12030 Pitot Pressure g1 (psi) 62 Yellow 1 0 Test Flow 1 1313 Flow Hydrant k2 Pitot Pressure 112 (psi) Yellow 2 Test Flow 2 0 Flow Hydrant g3 Pitot Pressure #3 (psi) Yellow 3 Test Flow 3 0 Total Estimated Flow (gpm) 1313 AW WA Q20 Calculation (gpm) (No value In ri In noetesm ullelenl pressure drop for Q3m OR a sole sp,InNl or test,) Comments -�. Hydrants opened all the way. One pump running at Mosby Mountain pump station. For mmmdill oleulalma pilot Raw with a red pollard diffuse,.see se. 13,wz¢a and Lmesmicle lssn]wmal MznaBemem and operatnns Awwa myst ow palard dlnmer;e Gnrn third mderpoe momad enua,ionolthe rNeadles- shot per ureaauie Is used. Estimated Consumption (gal) 2626 ' For use for water audit .Signature of Tester: OF BRUCE W. STRICKLAND JR. Z Lie. No. 056612 t' %�/22/2�20 v O 1 KSIONAL G am O oc t7 N Z f f DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY B. STRICKLAND SCALE N.T.S. W ' ^ Q J J rm" D / w I � I W J > Q �wz Q O�U J w i lessessest J WJ Q �0 O O �W " _ LL LU I- U7 O � O LU Q L2 � I Z) 0 V • MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1.75 • PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2.75 Y L L� JOB NO. 40919 SHEET NO. C9.1 SANITARY SEWER HYDRAULIC ANALYSIS Project Number: Project Name: SEWER Designed by: S. HARVEY HARVEY Checked by: B. STRICKLAND CKLANDSOUTHWOOD Date: 22-0ct-20 SOUTHWOOD REDEVELOPMENT MH # FLOW DETERMINATION MGD PIPE RUN PIPE CAPACITY (FULL) ELEVATIONS 5 Fo r Fo y Std. Manning's "n": 0.014 PIPE RUN See "Predicted Average .0 3 .0 0 Fall Manhole Peak Dia. Slope DESCRIPTION From To Wastewater Flow' Table (This Incr. Total Peak MGD CFS Vel. o n W o �-- n r o o n W Upper (Pipe Lower MH Depth Sheet) Avg Flow Len th 9 (FPS) o a o a o > a (Inv. Out) Run) (Inv. In) Top Factor (in.) (%) 0- o 16 15 BLOCK 12 0.028 0.028 4.0 0.114 114.60 8 1.25% 0.81 1.26 4.1 14% 2.0 2.5 486.37 1.43 484.94 492.72 6.35 15 14 BLOCK 11 0.022 0.051 4.0 0.203 204.80 8 1.75% 0.96 1.49 4.9 21% 2.5 3.4 478.39 3.58 474.81 491.81 13.42 14 13 0.051 4.0 0.203 119.23 8 3.00% 1.26 1.95 6.4 16% 2.2 4.1 474.10 3.58 470.52 483.66 9.56 13 12 0.051 4.0 0.203 308.26 8 3.00% 1.26 1.95 6.4 16% 2.2 4.1 465.81 9.25 456.56 478.04 12.23 12 11 0.051 4.0 0.203 57.78 8 2.00% 1.03 1.59 5.2 20% 2.4 3.5 455.65 1.16 454.49 464.26 8.61 11 10A BLOCK 9 0.022 0.073 4.0 0.293 226.06 8 2.00% 1.03 1.59 5.2 28% 2.9 3.9 454.05 4.52 449.53 463.22 9.17 10A 10 BLOCK 10 0.022 0.096 4.0 0.383 64.88 8 2.00% 1.03 1.59 5.2 37% 3.4 4.2 442.38 1.30 441.08 456.99 14.6. 10 9A 0.096 4.0 0.383 342.19 8 1.25% 0.81 1.26 4.1 47% 3.9 3.5 440.60 4.28 436.32 456.09 15.49 1/4 FUTURE DEVELOPMENT 9A 9 0.035 0.131 4.0 0.523 146.06 8 2.00% 1.03 1.59 5.2 51% 4.0 4.6 436.12 2.92 433.20 446.28 10.16 & BLOCK 8 43 42 1/2 BLOCK 5 0.010 0.010 4.0 0.038 130.23 8 5.00% 1.63 2.52 8.2 2% 0.8 3.0 451.52 6.51 445.01 457.84 6.32 42 41 0.010 4.0 0.038 223.49 8 4.00% 1.45 2.25 7.3 3% 0.9 2.8 444.59 8.94 435.65 452.76 8.17 41 0.010 4.0 0.038 76.45 8 1.50% 0.89 1.38 4.5 4% 1.1 2.0 435.45 1.15 434.30 444.56 9.11 0.140 4.0 0.561 130.34 8 2.00% 1.03 1.59 5.2 55% 4.2 4.7 433.08 2.61 430.47 442.30 9.22 _ 0.140 4.0 0.561 52.22 8 1.50% 0.89 1.38 4.5 63% 4.6 4.2 429.19 0.78 428.41 438.41 9.22 7 6B BLOCK 3 0.006 0.146 4.0 0.585 126.38 8 1.25% 0.81 1.26 4.1 72% 5.0 3.9 428.21 1.58 426.63 437.98 9.77 6B 6A 0.146 4.0 0.585 68.94 8 1.25% 0.81 1.26 4.1 72% 5.0 3.9 425.77 0.86 424.91 434.78 9.01 6A 6 1/2 BLOCK 5 0.010 0.156 4.0 0.623 63.02 8 3.00% 1.26 1.95 6.4 50% 4.0 5.6 421.40 1.89 419.51 432.94 11.54 BLOCK 7 & 1/4 FUTURE 34 33A 0.035 0.035 4.0 0.141 180.23 8 2.00% 1.03 1.59 5.2 14° /° 2.0 3.2 452.10 3.60 448.50 462.18 10.08 DEVELOPMENT 33A 33 0.035 4.0 0.141 92.81 8 4.00% 1.45 2.25 7.3 10% 1.7 4.1 448.29 3.71 444.58 454.17 5.88 33 32A 0.035 4.0 0.141 60.36 8 2.00% 1.03 1.59 5.2 14% 2.0 3.2 441.84 1.21 440.63 448.74 6.90 32A 32 0.035 4.0 0.141 170.70 8 5.00% 1.63 2.52 8.2 9% 1.6 4.4 440.33 8.54 431.80 447.45 7.12 32 31 0.035 4.0 0.141 88.27 8 1.50% 0.89 1.38 4.5 16% 2.2 2.9 431.59 1.32 430.27 439.75 8.16 31 6 0.035 4.0 0.141 72.57 8 5.00% 1.63 2.52 8.2 9% 1.6 4.4 430.07 3.63 426.44 435.01 4.94 6 5 0.191 4.0 0.765 52.51 8 1.50% 0.89 1.38 4.5 86% 5.7 4.4 419.31 0.79 418.52 430.63 11.32 5 0.191 4.0 0.765 262.91 8 1.50% 0.89 1.38 4.5 86% 5.7 4.4 418.32 3.94 414.38 427.36 9.04 4 3 BLOCK 6 & BLOCK 4 0.004 0.196 4.0 0.782 75.73 8 1.50% 0.89 1.38 4.5 88% 5.8 4.5 414.18 1.14 413.04 422.25 8.07 3 2 0.196 4.0 0.782 174.27 8 6.00% 1.78 2.76 9.0 44% 3.7 7.6 412.84 10.46 402.38 419.51 6.67 2 1 0.196 4.0 0.782 47.42 8 6.00% 1.78 2.76 9.0 44% 3.7 7.6 402.18 2.85 399.33 408.51 6.33 PROJECTED AVERAGE WASTEWATER FLOW SOUTHWOOD REDEVELOPMENT BLOCK 3 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 22 1 270 5,940 BLOCK 3 TOTAL 5,940 BLOCK 4 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 10 270 2,700 BLOCK 4 TOTAL 2,700 BLOCK 5 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 71 1 270 19,170 BLOCK5TOTAL1 19,170 BLOCK 6 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 6 270 1,620 BLOCK 6 TOTAL 1,620 BLOCK 7 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 6 270 1,620 BLOCK7TOTAL1 1,620 BLOCK 8 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 5 1 270 1 1,350 BLOCK8TOTAL1 1,350 BLOCK 9-11 TYPE UNITS GPD/UNIT FLOW (GPD) MIDRISE APARTMENTS 69 270 18,630 TYPE UNITS GPD/UNIT FLOW (GPD) TOWNHOMES 32 270 8,640 TYPE UNITS GPD/UNIT FLOW (GPD) STUDIO APARTMENTS 32 270 8,640 TYPE UNITS GPD/UNIT FLOW (GPD) BREEZEWAY UNITS 1 116 1 270 1 31,320 BLOCK 9-11 TOTAL 1 67,230 'NOTE: BLOCK 9-11 DEMANDS SPLIT EVENLY OVER BLOCKS 9, 10, AND 11 BLOCK 12 TYPE UNITS GPD/UNIT FLOW (GPD) 1-BEDROOM UNITS 15 270 4,050 TYPE UNITS GPD/UNIT FLOW (GPD) 2-BEDROOM UNITS 65 270 17,550 TYPE SQUARE FT GPD/SQ FT FLOW (GPD) COMMERCIAL KITCHEN 5,000 1 5,000 TYPE SQUARE FT GPD/ 1000 SQ FT FLOW (GPD) RETAIL 5,000 250 1,250 TYPE SQUARE FT GPD/ 1000 SQ FT FLOW (GPD) PHA LEASING AND COMMUNITY 3,200 175 560 BLOCK 12 TOTAL 28,410 FUTURE DEVELOPMENT TYPE 1 UNITS GPD/UNIT FLOW (GPD) FUTURE RESIDENTIAL UNITS 1 500 270 135,000 TOTAL FUTURE DEVELOPMENT1 135,000 NOTE: DUE TO THE PREVAILING TOPOGRAPHY, IT IS ASSUMED THAT 1/2 OF THE FUTURE RESIDENTIAL UNITS WILL BE SERVED BY THE PROPOSED SANITARY SEWER. THE REMAINING 1/2 WILL BE SERVED BY A FUTURE SEWER THAT CONNECTS TO THE EXISTING TRUNK LINE AT A LOCATION FURTHER UPSTREAM. 11 1 1 1 1\ \ \ \ - - - - - - - \ - - - - - - - - - - - - - - - \ 1 1 1 I I I _ ----------r------------------- / ti/ J J °- _-- _- - ___-___-_ OLDLYNCHBUR6 - - - -- - _- ----- ---- -------�9002 R-S-TATE -F6- 7 \ T \\BLOCK o / 0 o / /�. \l i i '// / / /��/ �' -- - ll/III/ // �\ \ BLOC ° / !'!�'/mow/\\\\\\\-1 //IIIIIII / / ; >� - - -_ / , 11 , I I I BLOCK 11 /f I I' ° //j%"�� l ✓ / // lNil _o -\�\--11 I BLOCK 1 I/- /� BLOCK / // \N 16 \ \ / 12 o--_-- _ /\ I \\\ -�/- = \ I 1 _�+_I`--_E° BOK 8 �0 � li0°V o o°II 0 00 � _i 0 J o / \ \ \ \ / k I _ _ _ /_� ^ I T / lE NUT L9N� \'�.° o \ ( ° / ° / / - \ \ \\ \` \\ \ \ �\ \ \ \ -/'� - 1 IO = f SAN IIIf 1 I\ 0 if i 01 I .o ° < � I ^�O- - - _ _ _ o \ ri4 /• 440 - I II \ \ \ \ \ \ I I I I ° / 1 °°-_ -� - - oo� / %� yrj /// " / 1 0 %I /o I °o/ �f // /T" / C I II ) \G /'/ "V \\' \ - -/ /i11- ' °moo / o °/ / /�/ F- / 9 / I / / / / 1 \ �ij�/r/ .f' /\ // /. /, /// � /1 p \\ III ' �/ /_✓'/' /F- ' � �\�\\ �_'iii \\\\ < � \.� � �--- � \ � I 1 �\\ \ \C\Z 10 Ne BLOCK 1 - �ti° 41 \ \ //'/ I II/ Pr \\\�1=- / / / ' IVgH.KIR-yN'DRII{E /oIIII j� I� _ - BL�OCK �3 I) 0 ^ Il \IO�BLOCK5 / Y ( 1 10 A1/'I`ll 1/ , ° I//lIII 'IIII / / -\-- / i'i'� /� / i YrIll / \P 6 r �FUTURE o ° - =�\ ,=_�, ��%%/'/<__ /-i/://✓/�ii/� //i/ / iiice//i�/i/ i///i/'/ce i///"/// i�// '�///�/,�'/ y/ /' 11 �\II �I\`I Y\\\'/\l/ lI 1//-<RESIDENTIAL S oo 1 o UNIT YI II / / o °/iii //// / // ��_i/ /f/�i�/i '��/ii/�/ // \ \\BLOCK 6 ' ' /'/ //'/ B / / / / //i/ // /////// /// i/- _ - -"r //�/// // / / /�j• / /( -� / JI \\Q \\\ l l //// ///i, 33A I Fait OCK 34 �jj ii ii/'i�'�'�i/i/'/ice% '�''/�-/G✓�i% \ ° / _____ i \ o I I \ \ \ Z \ \ \\ \ / / // / I!�///�S, = //ice /�/// /// /%,'` \\\05 /p111 t \ \ `�\ \\ \ \\ \ \ 1 I I I 1 �f (I (/// II//%///' _ i� - / // ♦// % /��'_ �i// 'i/� / / /'ii/ i /'ice /' i /i'' /✓ 'i \ /' / - - _ _ _ / /ll/I i/� //i / r //i/ \�o _ /\ � \ �\\\ \\ \ \\ \ �\ \\ \ �\\ \\\\ � �\ - �' � 1 111/�1/l// ^ \ � �i /i i i/ii//i//i /%����� \ \\\\ ,/i 111 33 �/i/"i!i r \ )o 3 / \ I'P F'/-i=a\\ _ \\ \ \ \\d0 \ \\\ \ \ \ \\�\\���\���`'i'i'i�/////�1' 1 IIII I I I BLOCK 7 \ 11.oY`'�,`-- \ \Q\ � �\\ ,Q-o_0�����f�����_� \ 1\ _ \\\1\�\\\ \�.a�\ �`� ____�-�o�' - _ // /� <\\\\ \\\\\\ \ \\ 4z OF BRUCE N. STRICKLAND JR. _Z Lic. No. 056612 a� o� 200�2�22G w 1SIONAL � N z 0 Im rn DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY 3. STRICKLAND SCALE N.T. S (W V H�111 > V) r-I U) � J a Q W U F1 > J ^ LU Lr OQ LU Q J cc LU W < _ O W LU 0 O LU L.0 0 O Q O U, 2 D O U) JOB NO. 40919 SHEET NO. 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' ,� / ► A1���._. „®E®1�■III■■■Ii�li■■I®■■!�!■�i■4:�i�■I�■I�®■d�Il®■■■6_/IL■■�1��t1r■■■■®�T®�►��� :��; ' • ��� - � ���1 � ab•' ` � ��►� � ��.�— ..�— v--ce—'— •i•; v� —ce— v c� c� --- sv®' � �, �� • _.�. 1 .. Q- �� `,�� ���� �.�'r�;-��AI�►�I�.M�� I1�'1���AR'i,l �1TI I, �7/��•AvP�>Fti�iA�ihi�M�11S�ALA1��, 1 t� r►S' '�i-�' • i Y� _iy i � � �eOtl.O_O.O_O.•w.rd00 Sv9000�.006..v01 v0• as �•iC..�O.OA�O.O.O�IO�Y�vAyOO�.,,Oy.0.0_O�O_tl000A��A6'n90.000.0++6,� ®� � MI == .f11i- WOMEN �W �.'1 I • `✓" • iJ ��I_ ' 6Ti 1 I Ti] t(5T Ll OT-, a.T 2� oT 2 \ 4 \ F- �� \ 2 LOT �3 / / L T / / // 0 N N o \FN�RAI CE \ \ 2 . / / / >LU \ \ \ \ GARDE I \ _ _ asp\ _ = a n N \\ \ \ \ \• \ \..-.\ \.,,.\ foal I / r _ ` `� \ \`' r i / /, l//l// /l a �f�� \ \ \ \ \ o \.. \ \' \ • b I . I I ALAA D P o -_ ' p DRAWN BY \- _ _ \ \ \ \ \ . \ \ o. - \ \ \ 1 \ \ "� ! � J \ � _ p i D• r / �/ / / r / I 1 1 • DESIGNED BY '\� \ �\\ \ \�` \ \\ \ \ \\ \ \P• \ \`� /\\ \_:�\\\\ &6 - - s:\ `LOTS - - / / / 1, ''l // ' / ''ll I • F. SHALLENBERGE �- _ \\ \ \ \ \ \\ \\ \\ \ \\ a\ \` \ \ \ \ I I •.� S r' /// ///,' / I I I :• CHECKED BY \ \ \ \ \ `\ \ \ \ \ >� �p \ \ r / 1 1 - - _ \\\\\\\\ \ ^ \ g�.,F \ \ \ \ \ ` \\ \\ \•� \ r > � I _ S _ — __i' SCALE \ \ \\\ \ ,• b� \ `\ ` \ \ S �,° C TABLE LOT 29 _ ; ` / / ////// // /// / / / / , I I ' 'LOT X LANDSCAPE CALCULATIONS Tree Canopy \ \ \ \ \ \ \ �\ . \ ' / \\ \ LOT 27 x - LOT 38 Requirement: 15% of Total Site Area - Total Site Area 913,604 Square feet LOT 5 Gross Site Area 873,479 Square feet (-1 Rec. Areas 40,125 Square feet q LETS / � _ \v / � CIS' (-J Pond Area 0 Square feet \ \' \ ;� \ �y r LOT 24 � \ , -�„• � _ _ - - _ _ _ - - I / (J Wetland Area 0 Square feet - \ \ \ \ \ ` o i \� \ J '/!/ , sr� r 5' LANDS x �i� - - - _ _ - - - \ �wP9 BUFFER�T Pi \// J PO Ff-ER�T' P� W QP Required: 137,041 Square feet \ \\' Provided: 402,419 Square feet _ _ _ - PR-ESERVEbJR '/IP<,4 q \ \ \ STR - - / r . ST T \ _ — _ -- _--L�i1s1QSC' PE-C'ALG�k1L'AYI�S /�' (+J Tree Save 269,889 Square feet \ `�a - _ _ _ / 9 , / (+J Canopy Bon us 67,472 Square feet \ \ \ _ \ _ P� / - - -0ACRES) ' + feet Square Trees 65,058 Proposed Pro S (1 p q GARDE d• ------ // , / zLU 0 / , / / / / I W CL Street Trees Requirement: 1 Large Shade Tree (1 1/2" cal.) per 50 Linear Feet of Frontage 20 1 _ _ /\ LLI U Street Frontage: 6,350 Linear Feet \ 1 \ \ - - - - - - - - \ - - \\� /43p _ _ _ I a = (n Required: 127 Large Shade TreesA25 W z Provided: 131 Large Shade Trees 1 I — - _ \ _ , - - k \ \ \ ` ti , ' ,' ' / I \ J m 4 Interior Parking Lot Trees LL O W Requirement: I Large Shade Tree per 10 Parking Spaces II 1 \ I I \ _ - - _ M: \ \ \\ \ \ \ \ ` \ \ \ \ \ \ `\ \ \ \ w ~ IParking Lot #1 r Parking Spaces: 20 I\' 1 I - _ \ \\ \ \ \ \ \ \ \ \ / O J \ \ \ \ \ \LU Required: 2 Large Shade Trees I \ \ \ \ \ \ \ \ \ \ \ \ I I Provided: 4 Large Shade Trees R T Parking Lot #2 J III I I \ \ \ ` a2z \ \EST4UE #2 W r II \\ Parking Spaces: 20 ` _ I I I \ \ a3o \ \ \ ` ` \ 1 \ x Required' 2 Large Shade Trees Provided: 3 Large Shade Trees I I I I I IIII / \ o \ \ \\ \\\ \I i III O o Interior Parking Lot Landscaping Area I I I I iGU Requirement. 5% of Paved Parkin and Vehicular Circulation Area I I shall be Landscaped with Trees and Shrubs 42oZ 3 yNa+ > Parking Lot #1 \\ \ \ \ 1 \ > Parking Area: Square feet 1\ Z Required: 283 Square feet vs 1 Provided: 707 Square feet I I I I \ \\ \ \ \ \ Parking Lot #2 \ WPO Parking Area: 6,807 Square feet \ I \ \ \ \ BUFFER, TYP \ Required: 340 Square feet I I w I 1 I 1 1 I Provided: 813 Square feet I I I I 11 1 I I JOB NO. \ 09 Screening . �` \\I I 11 \ \ \ - - _ \ \ / / / �' M 40919 \�\/ I \\ \ \ \ \ \ \ \ \\ /// // 0 15 30 60 �i3w Requirement: Parking ares consisting of four spaces or more shall be I I \ \ \ \ \ \ \ , 2- SHEET NO. screened from adjacent residential or rural districts. n Provided: Each parking lot is screened by a hedgerow of 35 Viburnum `\ \ \\� \ I \ \ \ \ \\ \ \ \\ \\ \ \\ \ \\ ` \ \ ` \ \ \ \ \ \ ` \ ` \ ' ,' / L1.01 \ \ \ \ \ L 3 ' -" �� \ 1 � —/ ,\ill �-_-___, �\ - — — � — — \ �\\ \\ \\ \\ / /\/ \ I j \\ %� \\ \I \ I\ �• Edon T— � - - —29'i _ \ \ \ \ \ LY� / I I I I \ \ / \ \ \ \ \ `• n / \-T9n-�- \\\ \\ \ /� I I II I\10�� /\ \ \\ \ \\ \\ \ \ \ J �• If on % vs— ----NVS --- \\ /, // \\\- I /I // // //II I -- \\ \\\ BITTERNUT LAN ,----NVS-� _ Lt-- I - - - - - ------ \ zees �-------------- --- -� PLINEY ROA -- -� - `may __ \ \I _ n Jn -� / �� I 1/ �10 / 1 I \ \ \ \ / ' ------ -- -- -' I II I I /I �'1`JQ,\ - /' `/ l __-�-_-'- //��/ II O •� -- -- --- it Ilk I ---- — — - - -- bi \ \ —\—�� \/\— - -'' . q\\ � _ � fin° I I I _ \' • � I �c'q \ \ M �ak \ \ ' j - _ _ _ '/ / /� a _ 1 ___ .a-. � mot /'-/ - --- __ � — i- \ •a. -, - / % .\_ \ \\\\ \\ \ \\\,' ' - -- -- ' __ ill.' i..:_ \• yq/ Q�jq �!\ ���� ��__ /' /i 7. i- I (8) QP \\ //��11 r�''�v -_-_ - , 1 I I \(\91\ k\ \\ \ \ \\ \ \\ I(9)IQP�\Is'/�uCg ��� \�� ���� < rl ��)��-- ____� J / (I6)C'>?PI I I I I I (9)Q� \`� _-- \\ - \ \� \� \\ County _ - _ _ _ _ - - - - - / \ \ Cons's"110oo Plan CheMkt-Tobe placed on Laadsca P _ - _ - - - i \ (Handboo ty of Albemarle lam _ _ _ - _ _ - � J P P[elleatbna) k. PP III-2M-r 11-297 for complete s 7,he ,llowlna Iran s shill be sh I % I I I I I \ \ \ \ \ 1 \ \ \ / / - - _ _ - - _ _ - - - - - ' - ® Limits Of cie[rt l.ocntlon and P trees to h saved): � 1 I \ \ \ 1 ' / I I I I I I I I t3'P f bide dri line of pmtoctive rooting; Prowetd trenching or tunneling eyond lthelimits orelearin beyond 4. 2. M9I$lpgf: eq pmon operators. - All trees to be saved shall be marked with print or ribbon at a height clearly visible to ul v I I - - - _ - - ' _ - - ' grading begin until the tree marking has been ins , / / , / / / / / I I I I I 1 P • 1 / / / � I 1 I I I I I I / � � 0 No grads shell (16� PA / / / / ' / ' /' , / / / / , ' / / / , / EXjSTI NG MIX JJF / / 1 I I I I I I I I I I / - ' ' _ 3. Pre-('onstructi m 'onf .....• Inspected end approved by a County Inepedor, ,' / •, / / ,'' / / / /,'' /' /'' �' /'' / /' /' /' /'/'' / / /'' /'ELPR,G' REE/ t4S �O R/E' vA/ N Tree preservation andpr otection measures shall be reviewed with the connector on site. 1. EauiDm[at ODention and tenoe: ,' /' / / // - _ - _ - — _ - - Hea ul men vehicular traffic and storage of construction materials including soil shall rat be v'Y eq P t. / / / / / / / , / , , / , / / I / 1 I I I I / / / / - \ _ _ - - ' / - - _ _ - _ to he saved. Permitted within the driplines of trees Soil F,rosion and Stormwater Detention Dtvic • ® Such devices shall not adverse) s to be saved. -EX. OVERHEAD- r affect tree -LITILITY__--'- 6.FI.E Fires are not permitted within 100 feet of the dri hobees e of to be saved. EXfJVERHEAD / ' / ' / ' ' / / / , / / / / - 7. Toxic Materials: p I / / UTILITY - / / / , / / , / / - ' / , , / / / ' , ' / / / / ' / , / � - ' / / / ' ' - - ' ' � Toxic materials shall tat be stored within 100 feet of the dri line of trees to be saved. & ProttcdwFencina: T HO —�� / ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing- / �� // MHO fencing - Fencing shell be in place and shall be inspected and approved by a County Inspector prior to grading or construction. r— / �i �dH / - - / - - - ' / i / ' / ' / '/ - - . ' ' ' i -�� - =r— ' -= —1 _ 900 —/ —i / - d�Il / d�h � � don , / ' / 9. Tree Wells: - i - ' - ' - - ' / ' / - _ - ' - ' ® 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 dctm - - submitted for approval. _57 dam \ yC ��----�� \ \ \ \ \ \ \ \ / \ I 10. Tree Walk: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a consmnction deta0 submitted for approval. k \ \ \ \ \ \ \ c— 11, Trenching and Tunneling: R R Q AD I 1 \ \ \ \ \ \ 1 I I I / / 1 I / , -/ y / jt- = — ? \ ' / ' / I / / ' / ' ® When trenching is required within the limits of gleaning, it shall be done as far away from the trunks of trees as possible:. Tunneling o QZ• \ \ \ \ \ \ \ \ 1 1 1 I I \ 1 I 1 1 = l I I I / / ' �f — _ i �� - / - _ - - �l \ / / I - / ' / / / !order a I tree shell be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. \ \ \ \ \ \ \ \ \ \ 1 OLD LYN 1 ©I I \ \ I,' ,_ �� - ai (PUBLIC) I 1 II I II I I I I / // ! // ��__rT s''�'%%�'!��_� �-,� ��f•��,�/� '/ / /'' -/' ,' / 12. Cleanup: \ 1 / I 1 / // —i/ / / /'/ / / ''//' /� / / ' B \ II I li i �/ :-r1 / / / / u 1 \ I I / / J ' ® Protective fencing shell be the lest items removed during the final cleanup, _� __ - - ' _ ' ' / ' / _ - ' / 13. Damaged Trees: is fertilization or outer methods recommended by a tree specialist � \ 1 I I I I I I I / I , , ,' � / /' , / / / / / / / ' /' _ ' \ / / , � i / � \ \ \ \ \ \ _! � � � � �_ ' ' / / / ' ' ' / ® Damaged trees shell be treated Y by pruning, n I I I l ,1 / ,' / // —/',' —/,�/ /,T i'��' // l l\�\ _-1 I I ' /� / ' / /�=/' ''-'/� \_\\\____- ___:--''/ ,'//'/ �-i-- /' tmmediaftl d I / / / / / / / /> / f ' / I / / / / / / ' \' - - - - - ' / ' ' ' - / - - - / ' LOPER'S RESPONSIBILITY TO CONFER WITR o I / _ / / / —I _ 7 \ 1y , / / / / / / - / , / / _ _ THE CONTRACTOR ON TREE CONSERVATION /-�—J-� —� _ I l l I I / / / ' / ', ' , ' / ' / ' / - - _ ' - \ / / / ' / / N07•E: I'1• IS THE REQUIREMENTS. (DATE 81 ATUR - ' - - '_' / -- - / / ' / / - - ' 'I (DATE) 5I1106 Page 1 of 1 CONTRACT PURCIIASER SIGNATURE ,\ \A(I\OLkl�MTN SUBDIVISION I �� �� MOSBY MTN SUBDIVISION O 0 20 40 80 O U I \ \ / / 1 M E O N OV N C >E w v E LU a LL o 3 U. n O L M Qa U M J —Lr; .. a U) o N LL 0 Q D 7 Ln _ N = U > H c rn rn y N d M 7 OJ J • • • • D 0 DATE 0410612020 DRAWN BY R. COSTANZO DESIGNED BY CHECKED BY SCALE V=40' JOB NO. 40919 SHEET NO. L1.02 �a d 00 o K 0 2Z 00 0 c 00 E m y a11 O c 0 d 0 3 N h z O 2 n d t-, `o.« n 0 3 a N Y X C 0 o m « d N m c r V c E o E o c d6 am d0 a 0_ N O N U 2 �y C O 0 V 0 0 N N L 20 \R� • ,'�� \ ' ' `� •-. S""_� '� 0'A�e�r.�r.�r.�rv�as.-±=..:coO.Gr"v_v � V��-- -�� C—��.vvvvvvw�i�i�iJ:OAvv,00:vvMlO�r�r�rv�i�r�r�r,=. 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II \ ♦ �\ . �� � � p�v. ��� �Oi•2:�io�s�@�"``�I�- i0 ` ®� � l �� � �� � ;i Q •i0wS���®� wom�A110.411 �QIWMC Oii10 ��ORM �O�� Im, All 1� •p• •• •• pC1��•1�1•!7 •i�� .!1•• • F p> Win. r«t►°S '"„ �[;' ��j �� 1.1 •• ��Sj� �y •11/� p�•� ��a •J\\� C QJ•. �,� `I 1 i i�� �•�. �� 111 II/Io s .� Aap� a 1P�� � � • ` ... / \ � \ 3�. R�� �° A�1 �1• • 1,!�- JII•• 'Z'1• � a..II�:_>=► • �, �1 �� CO.1.1.1.1lr�`I •i1 •i1• •��'o �• .,�� �, a. s ��►/1�♦ (� \+�� � ��� m � 11 11 1•� Ij 111 il� oo'�`<-a� ii�.�� • ���! 9;r+.'.'� � OZ/����� �� �.d1�w 1•�� 1.1 •j• 1••11•�, p �_� �� I� Imp '�'r �� �`� � ���� `� � ���� .e�...•..�,.o•�••,.,.:�,.v:w..I J�IiY ..,..��_��,N,.v pry/ � �. j �� �` IL � '�,►� �I���i/� f6E tea,ON �, �/ I .�i.��•• $ ® / � � � � �• • _ • ♦ .,>� i ��:� ,�� �o p tea- � II�I� ,III ,oPM •Y WMA moo SIR d � � � � �. s`�I � `�// t-a�eJ•'ii.a was /� i�'� �� �7 . � ��\ �:� �� ,i � ,Pay .,�d� �•;�•�t �,�� .� .o.�/�� �� ,� .. .� � -� �- O ••- • • • per, �t►.�, �,vi� • • • � ty� �d Q'0�11A O�O�ddol • • � 1 •: • CI.Or ♦ . , .r R �'o0iQ0a �•� L N PLANT SCHEDULE QTY. I SYMBOL IScientific Name ICommon Name ISize ISpacing I Root (Notes I10 Yr Canop) Canopy Tota STREET TREES 0 AR Acer rubrum 'Red Sunset' Red Maple 2" Cal. As Shown B&B Matched specimens 397 0 0 AS Acer saccharum 'Green Mountain' Sugar Maple 2" Cal. As Shown B&B Matched specimens 195 0 15 LS Liquidambar styrociflua 'Ward' Sweetgum 2" Cal. As Shown B&B Matched specimens 249 3,735 16 PA Platanus acerifolia 'Columbia' London Planetree 2" Cal. As Shown B&B Matched specimens 254 4,064 45 QB Quercus bicolor Swamp White Oak 2" Cal. As Shown B&B Matched specimens 299 13,455 39 QP Quercus phellos Willow Oak 11' Ht. As Shown B&B Matched specimens 370 14,430 16 UA Ulmus americana "Princeton" Princeton Elm 10' Ht. As Shown B&B Matched specimens 397 6,352 SITE TREES 36 AC Amelanchier canadensis 'Autumn Brilliance' Serviceberry 7'-8' Ht. As Shown B&B M utli-stem specimens, 3-5 stern 130 4,680 2 AR Acer rubrum 'Red Sunset' Red Maple 2" Cal. As Shown B&B Matched specimens 397 794 0 AS Acer saccharum 'Green Mountain' Sugar Maple 2" Cal. As Shown B&B Matched specimens 195 0 9 BN Betula nigro'Heritage' River Birch 1.5' Cal. As Shown B&B Matched specimens 464 4,176 30 CF Corpus florida 'Appalachian Mist' Dogwood 2" Cal. As Shown B&B 124 3,720 14 GB Ginkgo biloba 'Sentry' Senty Ginkgo 7" Ht. As Shown B&B 14 196 5 JV Juniperus virginiana Eastern Red Cedar 4' Ht. As Shown B&B 16 80 4 LS Liquidambarstyrocifluo 'Ward' Sweetgum 2" Cal. As Shown B&B Matched specimens 249 996 5 MV Magnolia virginiana Sweetbay Magnolia 8'-9' Ht. As Shown B&B 113 565 3 NS Nysso sylvatica Blackgum 2" Cal. As Shown B&B Matched specimens 123 369 16 PA Platanus acerifolio'Bloodgood' London Planetree 2" Cal. As Shown B&B Matched specimens 368 5,888 9 QN Quercus nigra Water Oak 11' Ht. As Shown B&B 130 1,170 8 TD Taxodium distichum Bald Cypress 5' Ht. As Shown B&B 36 288 10 TO Thuja occidentalis White Cedar 4.5 Ht. As Shown B&B 10 100 Total = 65,058 SHRUBS 44 CA Clethra alnif olia 'Hummingbird' Sweet Pepperbush 3 Gal. As Shown Cont. 22 CO Cephanlanthus occidentalis Buttonbush 3 Gal. As Shown Cont. 248 CS Corpus sericea'Cardinal' Red Twig Dogwood 3 Gal. 4' O.C. Cont. 104 FG Fothergilla gardenii Dwarf Fothergilla 3 Gal. As Shown Cont. 15 FM Fothergilla major Witch Alder 3 Gal. As Shown Cont. 28 HP Hydrangea paniculata'Lime Light' Panicle Hydrangea 3 Gal. As Shown Cont. 21 HQ Hydrangea quercifolia Oakleaf Hydrangea 3 Gal. As Shown Cont. 36 IV-HG Itea virginica'Henry's Garnet' Virginia Sweetspire 3 Gal. As Shown Cont. 103 IV-LH Itea virginica'Little Henry' Virginia Sweetspire 3 Gal. As Shown Cont. 48 VD -A Viburnum dentatum Arrowwood Viburnurr3 Gal. As Shown Cont. 70 VD-B Viburnum dentatum'Blue Muffin' Blue Muffin Viburnum 3 Gal. As Shown Cont. 26 VD-C Viburnum dentatum'Christom' Christom Viburnum 3 Gal. As Shown Cont. GROUNDCOVERS & PERENNIALS 29 HF Hemerocallis fulva 8191 LM Liriope muscari 'Big Blue' 1700 PG Perennial garden 90 Pv-CB Panicum virgatum 'Cape Breeze' 448 Pv-S Panicum virgatum'Shenandoah' 210 JE Juncus effusus 40 RA Rhusaromatica'Gro-Low' 97 is Iris Sibirica 83 AT Amsonia tabernaemontana Orange Daylily 24" O.C. Bulbs Big Blue Lilyturf 1 Qt 12" O.C. 12" O.C. Switchgrass 1 Qt 24" O.C. Cont. Switchgrass 1 Qt 30" O.C. Cont. Soft rush 1 Qt 12" O.C. Cont. Gro-Low Sumac 1 Gal. 36" O.C. Cont. Siberian Iris 1 Qt 18" O.C. Bluestar 1 Qt 18" O.C. Legend - Groundcover Grass Hemerocallis fulva (HF) Liriope muscari (LM) Perennial garden (PG) Panicum virgatum 'Cape Breeze' (PV-CB) Panicum virgatum 'Shenandoah' Juncus effusus (JE) Rhus aromatica 'Gro-Low' (RA) Iris sibirica (IS) Amsonia tabernaemontana (AT) 1000110�II1� JCALE: I'= I - -- - - - - -- ,® ----- --------- - - - -- -- - -- - - ,- - - - PV-S-- - - - - - - TD __ -- -- - ---(24 CS--- - ---------------------- ' Q'fE: ALL DISTURB 'REAS TO BE SEEDE (3) TO -' / ' (1) AR (3) CO /� - ,• ,� a\a,\, , - - - - - - - - - - - - -- (3) QN - 6 CO ' a, w' 'a £/ ' M - - , -- -- — - si V -- 4 - � — soma -1 - (14) VD -A (3) QN- • n _ ' (3) TD -' , ,' (2) AR _ - ' - - - - (4) TD , (15)VD-A/ _\ (2) TO -- - - - - -- -- / //' _ '-- - - - - -- 0 10 20 40 _ 1310-FILTER PLANTING PLAN � L1.04 / SCALE: 1" = 20' M E O OV N N C >E vE w LU H-H i 3 ¢ a o 3 U. < L M 2 ¢ U m w — v Z O .J. u) W y M V O Ln gamma' aiLL 0 U o¢Zt ¢ !n = w N Z O R'S �Ua 2� Ln W o0 iN i LU 2 a M go wwo Ui 0 �o�0 2 o (LLXI� x 0 w N N N U ¢ CS o z 0 DATE in of 0410612020 0 r DRAWN BY R. COSTANZO • DESIGNED BY :• • F. SHALLENBERGE • CHECKED BY • • • CL SCALE AS SHOW O W V J J Z i O � i LU Z > J 7� Z a 0�� LU JW W a a 0 CoLL L U IY O LU U C 0 0 0 Cab b C Qy 0 V / � N � N 4—i 9 l Q) _ Q) L Y N w V , t � V i s+ ro � Q) i» JOB NO. w 40919 5-- w SHEET NO. L1.04 L- r // 0�. I � b.0 b.0 .0 b.o b. I b.a III bl6o b.a B. I a "1 b.D b .D b.o b.0 'I b.o b.o "I 'I 'I 0 0 1.0 1. I 0 b.a L III II �' %.a b.o a.0 '0.0 '0.0 *0.0 %.a b.o 'DID o .0 b.a II Ri b.l I. "1 b .o .e 'a.a b.0 b.a b.a b.a b.a b.a 'a.o II IT 0 o b. 1 a b b I 1 b.o b.m b.m b.0 b.o b.o b.D b.D b.a b a 0 - Io .0 b. 'b.a s • N b.a b.n n 11 N II 2. n I'! 11 ``II n rl L.a .0 .0 i b.0 a IS L7 b.0 a P1�e ,a Is II n' .a 11 II . . n n n .0 1).0 b,o b,o b.a b.o 4 N n n - n . . ■■■■■■■a■■ "� a - n -0" r''' .a 111 11.0 IN b.a @ fib. e b.0 .1. it o b.a b.o b.o b.o 1y.a 1 it m b.m b.o b.o b.a b'o L-b.b. o b.o b.o b.a o *0w■■ ■ b.a b.o b. ■ .a r b.a b.o b.a 1.0 b. a .a .o b.. a. b.a b.a .0 b.0 b.0 'o. .G b b _ 11 -= 'a.a b.D a.0 0 a.6fff *1 1, 1 b.o b.0 'a.0 ,.I., •3. '1 b.0 b.. b.a b.0 b.a '4. b.o .o a. b.a .o 0 I ffi.a .a T 0b.a.D b. b...:'.a/D.o ♦ /\ b.o b.o b.o b.o .o b.0 b.Ar�➢ o.: 9 e e e e \ e ee e` e e� i 1 J J .4 .4 .4 b .. a.o III III a.a a.a a.o b.o a.o b.o b a III is t.l b.o III III b.o b.a b,a b.a b.o 'I b to 1 b1 b b a b b b Lueinaire Schedule Syehall--I aty Label Arrsega■ant LEE Lae. Lueena [RARGFACI cosaxiPtinn i-. 1 2 V4-HS SINGLE 1.000 INSET U.S. ARCRITECYD LIGHTING VLF-PLFD-LV-PT-80LEE-52S�L-M4-BS El4 MM3 SINGLE 1.000 5073 D.S. ARCKITECTDRA.1 LIGHTING RER-Z4l-PLED-III-N-20LED-700"-NM El2 MM4 SINGLE i1.D00 4942 R.S. ARCHITECTURAL LIGITI■G RBR-MM-PLED-IV-Ft-20LED-70OM-HM Calculation slm y Label CaloType III An Kaa Min AVg/Min IYa/Kin East Pscparty Line Illsaxnance T, 0. IT D.5 0.0 R.A. R.A. North Prppprty Line I11VaivPnca To, 0.L7 DA 0.0 M.A. R.A. Parking Lot 1 I11ualaanse NO 2.D4 4.2 1.0 2.04 4.2D Parking Lot 2 HE- I111Eaidnanee TO 1.95 3.7 1.0 2.95 3.7D ,1 ,2 1,4 , .0 .0 .0 0.0 .0 0.0 O.0 .0 .0 B 0 Prepared by; I IIGHTENG VIRGINIA CENTRAL 1.6 1.7 b1. b.D b.0 b.0 b.0 b.a a.a ID b.IS b.o b +BOG-2 South"Re Blvd. 4 D Richmond, VA 23236 Ted: 504-379-]]]l 1\9 2.0 bn b.1 '1 b.0 b.0 b.0 b.a b.D b.a b.o 10 "''1a♦htaAg'.=tR�AxA.nm4 0 / a ® EB = 4 uating height i6 FEET ''1. i.g `D 3 -1.2 b.1 '1.1 a.a '1 a.0 a.0 a.D b.o a D fie= Ft, 1. NO ALTERATIONS OR MODIFICATIONS SMALL EIS MADE TO MIS PLAIN WITHOUT ME MMISSIOIN OF SIGHTING VIRGINIA ` "1 4 b.2 b.1 'a.1 b.a b.o b.a b.a a.D b.0 b D CENTRAL, BLAME PARINSLL, LLC. PouflI Lot : ♦ 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE NAINUFACTORER AND CATALOG NUMBERS LISTED IN ♦ 'a.0 'a.a THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS MGM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT 9 2.1 2.1 -7.1 ♦� j ... b.2 b.1 b.l b.a b.a b.D b.0 b 0 RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, RENOREND .. ♦ PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY RE THE RESPONSIBILITY ♦�+. OF ANY CONTRACTING FIRM EASING A SURSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE 12.2 2.2 l� '1 b.a b.l '0.0 b.m b.a b.a b.o b.0 b.0 b 0 3ORISDICTIONAL CODES. r 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALI➢ATION AID. FIELD DEVIATIONS MAT SIGNIFICANTLY . ■ I b.o b.o III b.0 b,D b.D b.0 b.0 b AFFECT PREDICTED PERPORNANCS. PRICR TO INSTAILATIOM, CRITICAL SITE INFORMATION IDOLS LOCATIONS, DRISMITION, .3 .3 -■.: S.1 0 MaDMT HEIGHT, ETC I SHOULD AS COORDINATED WITH THE CONTRACTOR ARID/Dal SPECIFIER 11CSPONSIDU FOE THE ■ PROJECT. r .S .S �� ': I 'r '. 'a.,b.0 b.0 b.0 b.a b.a a.0 b.0 b.0 a 0 4. LOMIINAIRN bATA IB TE6TBb TO IEDDSTRY STANDARDS UNDER LABAMDRRTmEY CONDITIONS AffiOFPL1Bb BY OTNERS TO / LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OP TRIP, BALLAST, AND LWIINAIRB ■ MA Y AFFECT FIELD RESULTS. 1.9'-.Ib.1 0.a 'a. IT b.a b.a a.a III .D 'a.II b.o IIIo - 1 -' ■ S. CONFORMANCE TD FACILITY CODS AND OTHER LOCAL REQUIREMENTS SS THE RESPONSIBILITY OF THE OWNER AND/OR TWA O R'S REPRESENTATIVE. 0.0 b.a b.o b.o b.o I.a b.a 'a.a III a 0 - r- 6. CHECK GRAPHIC SCALE. MINTED OR PIGGING IRON ELECTRONIC FILES NAY AT OTHER TERN THE M VOCCURERIFY ➢SEINE➢ OR AE9aN6➢ GRAPHIC SCALES. IT LS TEB RESPONSIBILITY Of VKS RECIPIENT TO VERIFY THAT THE PAINTED 0R C SEATMIS. RE a PLOETED-TO-SCALE SHARING IS MINTED TO SCALE. b.o b.a bD . IS.a b.a b.a b.a III .o 'a.0 b D ■ 7. EACH LUMINAIRE THAT EMITS 3,000 OR MORE MAXIMUM LUMENS MOST BE FULL CUTOFF. .0 a.a b.a b.o Im b.a b.a b.o b.a b.o b o b ®o b.o a.m b.m a.a b.a b.o b.o b.o 'I b o ®o b b.o III to b.o a.o b.a b.o b.o III b.o IIIo a 1.0 '1 .B D.0 b .0 b,o m.0 b.0 0.0 b.o 0.0 0.a 1.0 b 0 b ®D 'a.o III b.a b.a 'I a.a b.D 'I 'I b IT 1. .o 0.a III b.a b D b®0 b.0 b.a b.0 b.0 b.o 1.0 b.a %.a b.o '1 a .a b a IT a.o b.m b.m 'I b.a b.o b.a b.a b.o III o 1.0 b a Moo b.o b.m b.m b.0 b.o b.e b.o b.o b.o b o 1. a a 16.0 0.o b.a III a.a III a.o a.a a.o a.o a o b o IOD a.o 'a. to III a.m b.a 'a.o a.o 'a.o 'I IT b o 7 1.2 b.0 b.o b.o b.a III .D b.a a.D b.o b.o b o b32 b.1 b.0 b.0 a.0 b.0 a.0 0.o b.0 b.D b o '2.� 2.1 1.9 1.a 'a9a b.s b.o b.o b.a b.a b.o b.o b.a b.o b o 2 1.s o 3 b.I b.m b.m b.o b.a b.o b.a b.a b.o a D 1.7 1.6 .2 .9 .8r'�2 b.0 b1 m b.m III b.0 b.a b.a 'I 'I b D 1.9 1.7 1.7 1.a as2 b.I b.a b.o b.a b.a I.a b.a b.a b.o b o 2 1 4.0 1.9 2,I a2.I b.I III III 'a.a b.a b.a b.a a.IS b.o b o Parking Lot 2 .5 2 2 2.0 IT .1 %.1 I`032 b.I III III b.a III .o a.a b.a b.o b.o b o ,x 2, 2.0 1.3 2.0 .. IO 4 b.2 0.1 0.1 111 11.0 b.a 'a.a b.o b.0 b o .7 .4 12.0 2.3 2.0 i 9-RR 11425 b.2 0.1 a.I 'I.a b.a b.a b.o b.D 'I b I7 .5 2.1 1.0 2.2 la 3 10.1 10.1 1111 b.c b.o 'a.a b.a b.a b.o b IT .7 2 1 '1 '1 2.2 '. aI a.I 1111 b.D b.a b.0 b.a b.a III .o a.o b IT ^I 'I S 1.6 1.4 '1 11 b.a b.a b.m 'I.a b.a 'b.a b.a 'I b.o b o a.o a.a a.o a.a b.a a.o b.a a.a a.o a o La' '3._ n .6 1 b.o III to III III .a b.a a.a b.o b.o 'I b o b.2 ,B b.o III to b.o II III ,a b.a b.D b.o b.o b o .1 b .x '0.1 I b D b.0 D.a a.a IS.a b.a a.o b.a b.o 'I b o .2 b.1 b.1 b tea b.o III In b.o %.a b.o 'a.a b.D "I b.o b o 3.0 a.a .a .0 aIDD,Q. 'a.0 10.0 a.a 10.0 10.0 10.0 b.0 b.0 a D .m a.o b.o In III IT 'I.a b.o b.a b.a a.o a.o b o I.o .a b. .O b.a b.a b.0 D.ae b.o 111 10.0 b.0 b.D 'a.a a.o b o �' b b.o b.a 'I.a a.a b.o b.o 'I .o a.a b.a b.a b.o b.o 'I III I.o b.o b.o b.o 'I.a b.a I. b.o 'I o III .a b.a a.a b.a b.o b.o b o r NOTE: EACH LUMINAIRE THAT EMITS 3,000 OR MORE MAXIMUM LUMENS MUST BE FULL CUT OFF. SCALE 1"=30' 0 30' 60' I. P�AMcS' LIGHTING VIRGINIA 9 I. 9NEw -44t pLT Ft ��F ■rr <- •. CLINT W.'>.� 7slUFFLETT >� ;-off I Lie. N . tlia0 4� 9/14/2021 AV N. 1111000O.'o At m E 0 � o N � N C > E a E w i Q LL o 3 p LL wO `mom �_j U0000 z N - O Ce C7w N� dim a 3 O >< In oa w ��� � �� >> O C I""I cwcwcw Ol wM 1 G 000 G G 00v CD UU > j U ct� U QC U 1Y d d a O W W W _ va V)U') Uj Uj 0 ct�eCC4 F o w o 0 0 LU U a 0 GO rn n rn z O IY O DATE 3/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' (W V J I- W Z �>a ^ LL 0 n/ J m waw O O W z 0 =) 0 O = W" ^^ 0 LL 0 0 0 T� i I- Z) 0 U) JOB NO. 40919 SHEET NO. E 1.00 0 0 3 c OL v'X 2 to �to .2o o � c m- a w c to ,a a0 0 (D � 3 z„ 0 2 a F S IS 2 n d IS 2 Y co J N X 0.0 L j IT IT N C E� IS c �c 10 a � 2 IT IT46 a c N o c � m nE L F E L Date: May 28, 2020 Page 1/1 P°A"'s Transmittal LIGHTING VIRGINIA Lighting Virginia -Central A4RNEVV 400 G2 Southlake Blvd. Richmond VA 23236 Phone: (804) 379-7777 From: Michael Adams Project Southwood Subdivision Quote# LV - CENTRAL20-30857 Location Contact: ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM ❑ Drawings ❑ Specifications Other: ❑ Prints ❑ Information ❑ Plans ❑ Submittals THESE ARE TRANSMITTED FOR: ❑ Prior Approval ❑ Resubmittal for Approval ❑ Record ❑ Approval ❑ Corrections Bids due on: ❑ Approval as Submitted ® Your Use Other: ❑ Approval as Noted ❑ Review and Comment Type MFG Part V4-HS US Architectural VLL-PLED-IV-FT-80LED-525MA-NW-1- XX-HS-PLED WM3 US Architectural RZR-WM1-PLED-III-W-20LED-700MA- NW WM4 US Architectural RZR-WM1-PLED-IV-FT-20LED-700MA- NW 25' POLE American Lite Pole RNS-25-40-11-AB-Di FF00009 Lighting Virqinia - Central phone 379-7777 fax 804-379-7778 Paqe 1/1 Submitted by Lighting Virginia -Central lCataloa Number: VLL-PLED-IV-FT-80LED-525MA-NW- Type: pDAM4. Job Name: LIGHTING Southwood Subdivision 1-XX-HS-PLED V4rHS Architect: TIMMONS Notes: gVIRGINIA RRNE LV - CENTRAL20-30857 VALULUME SERIES - PLED LED/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- LUMENS -L70 GREATER STARTING SYSTEM MAX COUNT TYPE SOURCE 4000K 3000K 5000K THAN(HR) TEMP. WATTS VOLTS INPUT AMPS 40 LED 40 PLED Optical 5,585- 5,306- 5,864- 85,000+ d0°F 43 120 0.36 Module-35OmA 6,408 6,088 6,729 277 0.16 347 0.12 40 LED 40 PLED®Optical 8,059- 7,656- 8,462- 85,000+ -40°F 65 120 0.54 Module-525mA 9,246 8,784 9,709 277 0.23 347 0.19 40 LED 40 PLED Optical 10,240- 9,728- 10.752- 85,000+ -40°F 87 120 0.73 Module -7001 11.749 11,162 12,337 277 0.31 347 0.25 40 LED 4 PLED ti I 13,642 - 12,960 - 0 O ca P 14.324 -85 000+ -40°F 128 1.07 Module -1O50mA 15,652 74,870 16.435 277 277 0.qb 347 0.37 80 LED 80 Pi Optical 10,824- 10,283- 11,365- 85,000+ 410°F 86 120 0.72 Module -3601 12.419 11,798 13,040 277 0.31 347 0.25 80 LED 80 PLED" OP tical 15 587 - 14 808 - 16 366 - 85 000+ -41WF 130 120 1.08 Module-525mA 17,884 16,990 18,778 277 0.7 347 0.37 80 LED 80 PLEDOptical 19,767- l8i 20,755- 85.000+ -40°F 174 120 1.45 Module-700mA 22,680 21,546 23,814 277 0.63 347 0.50 80 LED 80 PLED Optical 26,255- 24,942- 27,568- 85,000+ -40°F 257 120 2.14 Module -101 30,124 28,618 31,630 277 0.93 347 0.74 Ni 1. Mac InputAmps Is the highest of darting, operating, or open circuit currents 2. Lumen values for LED Modules wry according to the disMbWion type 3. System Walls includes the source walls and all driver canponenre. 4. Fuse value should be sufficient to protect all wiring components. Far electronic drMsr and LED component protection, use 1 DKV -20KV surge suppressors. S. L70(9K) -TM-21 6. rule applled WARNING: All fixtures must be installed in accardarim with local codes or the National Electrical Code. Failure ta do so may, result in serious personal injury. » U.S. ARCHITECTURAL U.S. Architectural Lighting aces.(aa0s+2aR1 w.w.vrda.�aa �® rDAM4, Job Name: VLL-PLED-IV-FT-80LED-525MA-NW- L.E LIGHTING Southwood Subdivision 1-XX-HS-PLED Vili VIRGINIA Architect: TIMMONS Notes: R'4RNEV3' LV - CENTRAL20-30857 NFOJECT XASE: SOLID STATE AREA LIGHTING PE_ VALULUME SERIES -PLED S P E C I F I C A T 1 O N S OPTICALHOUSING Heavy cast low coppper aluminum (A366 allay: <0.2% copper) assembly with Inttaappml cooling fins. The Optical %w, mountlny surfaceb no WdBat (surfacevariance<: .003' over 12') to KKilifale Merma( transfer of heat to housing ontl cooling fins. Solid barrier wall separates ootical and eiecirb.1 compartments. The optical and sism l compartments are in:Tneed to chicle one assembly. Minimum wall thickness is.l BB'. ELECTRICAL HOUSING w/ INTEGRATEDARM Heavy cast low copper pluminum (A356 allay: <0.2% copper) assembly Nph integral cooling rlba surrounding the electrical compartment and a flat surface on the fap of fine arm to accommroataopphto taell receptacle.solld barrier wall sepaaand electrical compartments.The optical comportment and electrical compadment with the Iniegratetl support arm combine to createoneauemGy. Minimum wall hlcknessls.l BB'.Cast and hingGed driver assembly cover is Integrated Mth wlring comparlmsntcover. PIED OPrICS Emttters (CFO's) chi arrayed on a metal core PCB panel with eachh emlfm located on a copper thermal transfer - VLL PLED pad and chat by On LED retie Cfor. LED opt C3 compleiely seal each Individual emitter to meet an IP66 MIFMPFNDINa rating no"metric distributions, a microrefiector inside Me refihm,. re -directs the house side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded H12 acryrylic. Each LED refractor is sealed W Me PCB owe, an emMer and all refractors are retained by an aluminum oeyess frame. Any one Ponel, a group of Ponels In a luminalhi. have Me same optical PaBem. LED refractors produce standard site/area distributions. Panels are field replaceable and field rotatable in Po° Increments. LED DRIVER(S) fficol Constant current electronic with a power factor of >.90 and a minimum opemHrrqq bmpemture of 40°F/40°C. Drtvar(a) la/are UL and cUL recognized and mounted tll,9otty O901natthe EIBnt,IOal Housing ta faollltafethennal hansfar, held down by unlvenal clamps to tacllHafe easy o'o°re nmm'.o removal. In4lne terminal blacks focHRI Wring between the driver and optical aroys. Drivers accept m input Of T 120-D7V. 50/60Hz or 34]V-48OV 50.6OHz. (0 - lOV e dimmable driwsr is standard. Driver has a minimum of SIM Internal surge protection. Luminaire supplied with 20" surge promotarfor field accessible installation) LED EMITTERS High o ut LED' s are utilized! with drive current ranging from 35 mA to 1050mA. 70CRI Minimum. LED's are OWllable In standard Neutral White (4000 or a llOn01 Cool White ((5aa0K) or Warm White (300 K). Consult Factoryforothor UE options. FINISH Electrostatically applied TGIC Polyester Powder Coot on misetrale prepared with 20 PSI power wash at 140°F. Four step media blast and Iran phosphate pretreatment far protection and paint adhesion. 100°F bake far maximum hardness and durability. c©IN WR:L4F 2019214 O.S. Architectural Lightingm�i•.°®�r.Yi © U.S.ARCHITECTURAL Ant 3. 2020 1/3 Index Pane submitted bv Lighting Vir inia-Central Catalog Number: type: pDAM4. Job Name: RZR-WM1-PLED-III-W-20LED- LIGHTING Southwood Subdivision 700MA-NW WM3 gVIRGINIA Architect: TIMMONS Notes: 4RNE� 1 11 - IIHTcel vn_anncT SOLID STATE AREA LIGHTING BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2%copper) assembly with integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <L .003") to facilitate thermal Transfer of heat to housing and cooling fins. The Optical Housing bolts to the Electrical Housing forming a unified assembli minimum wall Thickness is .188'. ELECTRICAL HOUSING Heavycast low copper aluminum A356 alloy; <0.2%copper) PP Fixture assembly. Minimum wall thickness is .188'. Fixture Mounting Plate affixes to mounting surface over a recessed j-box. Electrical Housing anchors on the Top edge of the Mounting Plate and stainless steel recessed socket head screws Tighten the Electrical Housing to the Mounting Plate from the bottom. PLED" OPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper Thermal transfer pad and enclosed by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric distributions, have a micro -reflector inside the refractor which redirects the house Side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded HIT acrylic. Each LED refractor is sealed to The PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a luminaire, have The some optical pattern. LED refractors produce Type 11, III, and Type IV site/area distributions as well as other specialty asymmetric distributions. Panels are field replaceable and field rotatable in 9W increments. LED DRIVER(S) Constant current electronic with a power factor of >.90 and a minimum operating temperature of-40°F/40°C. Driver(s) is/are UL and OIL recognized and mounted directly against 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, 50/6011z or 347V-48OV, 50,601 (0 - 10V dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaire supplied with 20KV surge protector for field accessible installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from 35OmA To 105omA. 70CRI Minimum. LED's are available in standard Neutral White (40001 or optional Cool White (5000K) or Warm White (30001 Consult Factory for other LED options. AMBER LED's PICA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to UPS 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. FINISH Electrostatically applied TGIC 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. 400'F bake for maximum hardness and durability. PROJECT NAME: PROJECT TYPE: FIXTURE A B C RZR-WM 1 PATENT PENDING FIXTURE A B C RZRWR 18• /2• 8• H A-) Poem awl RZRW2-EM 1 6 116" alero RZR-W M 2 PATENT PENDING �irrrr A B C V 1 FIXTURE A B C RZRW9 6mrm1 123-•1 t12mt I1 RZRW3-EM Iw«•U aa•rml nanmU RZR-WM3 11 PATENT PENDING C ll UB MADE IN THE go ILIS& 2019093 °'° °"• "°es' © U.S. Architectural Lighting Phaw<mn z3s4aao �r(a4n z3saal U.S. ARCHITECTURAL www.,,adro.�am � Submitted by Lighting Virginia -Central Catalog Number: VLL-PLED-W-FT-80LED-525MA-NW- Type: Job Name: pDAM4, LIGHTING Southwood Subdivision 1-XX-HS-PLED V4-H$ VIRGINIA Architect: TIMMONS Notes: R4RNEV LV - CENTRAL20-30857 VALULUME SERIES - PLED POLE DRILLING TEMPLATE WALL MOUNT PLED" MODULES 5.25" (387mm) R D T e- • - ¢ i L(saslm) 25" oU•i •Oii WIREWAY noili 80 LED Array .36CT4'r DLA. Mn) pe7mm) \I 1 VLL PLED EXTRUDEDALUMINUMARM AND CAST E.P.A.=0.77 ,406-DIA (ift ALUMINUMWALL BRACKETASSEMBLY Available in: (3)HOLES PROVIDEDWITH BUILT IN GASKETEDWIRE 80&40 LED Array ACCESS FOR FIXTURE/SUPPLY WIRE CONNECTION. 40 LED Array WALL PLATE Drive System HID No. of LEDs Current Walls Equivalent -r 360mA 45 70-100 T 525mA 40 66 100-150 r SG. + ss• 700mA 91 175 077 04Dmm) 1050ri 142 200-250 i 351 92 150-175 60'DIA. BO 525mA 136 200-250 HOLES 7D0mA 184 400 1050m k 266 450 -:.7orda AS: VLL-LED/PLED-VSQ/80LED-700mA/NW/277/1/RAL9005 PLED" DISTRIBUTION No. LEDs DRIVE COLOR ARM MOUNT STANDARD CURRENT TEMPCCT TEXTURED FINISH ❑ VLL LED ❑ TYPE ii PLED -II .,..... ❑BOIED ❑ 1050mA ❑ NW (4000K)' STANDARD ❑ 1 ............ �• ❑ BLACK RAL-0WST ❑ HIGH -LOW DIMMING FOR HARDWRED OR ❑40LED ❑ 700MA ❑ CW (5000K) ❑ 2-180...... NONINTEGRATED MOTION ❑ TYPE II FROM ROW ® H SENSOR............ HLSW PLED-II-FR..... El C]❑ WW(3000K) RAL-9003-T ❑ INTERNAL ❑ TYPE II MEDIAN ❑ 2-90... ..% HOUSE SIDE SHIELD. HSPIED ILLUMINATOR 0350MA olxwlEomlaa PLED-IIi.. aILABLE El El PHOTO CELL+ VOLTAGE y CONSU�8�1BIt ❑ 8120.. ... RAL-70 04T (EXAMPLE', PC120V) . PC+V 1-1 TYPE III MED. ❑ IJ PLED -III M .. I �J TWIST LOCK VOLTAGE ■■ ❑ DARK El RECEPTACLE ONLY TPR El TYPE III WIDE ® 3-90 W BRONZE El 7-PIN TWIST LOCK PLED -III W.. ❑120 RAL-8019-T RECEPTACLE ONLY... TPR7 ❑ TYPE IV ❑208 PLEASE �4AD"""' me El SINGLE FUSE PLED -IV ......® ■ GREEN ❑ TYPE IV SPECIFY � 240 ❑ RAL-6005-T ❑ UNIVERSAL POLE (120V, 277V. 347V).. SF ❑ DOUBLE FUSE PLED4V-FT .... ❑277 ADAPTOR. UPA PLEASE (208124014801 DF ❑ TYPE VNARROW ❑347 SPECIFY ❑ STEP DIM MOTION SENSOR PLED-VSG-N .,..® WALL MOUNT (PROGRAMMED 50/100) ❑1VED-V-SPE V . O ❑480 ❑ WM ........ �1 �1 ., ., MS-F211 PLED-VBG-M .. col �mo� ❑ REMOTE MOTION SENSOR ❑ TYPE V WIDE CONFIGURATOR PLED-VSG-W .. 0 MSFC10 U.S. ARCHITECTURAL U.S. Architectural Lighting m Aotttico 2Dm �rc4ao zssam _® Submitted On: Apr 3, 2020 2/3 Index Page bmitted by Lighting Virginia -Central Catalog Number: type: tDAMy Job Name: RZR-WM1-PLED-III-W-20LED- LIGHTING Southwood Subdivision 700MA-NW WM3 gVIRGINIA Architect: TIMMONS Notes: gRNE LV - CENTRAL20-30857 BAZAR WALLMOUNT SERIES -LED EMERGENCY OPTION Emergency Back Box (EM) 3/4" Surface Conduflt Is Ir EMBack Box Is2-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) APPUCATION&THERE BTO BE AN SOLS02AND S030PTION FORTHE DIFFERING HOUSING SIZES. SC SHIPS WITH THREADED CONDUIT PLUGS. THE EN -LED SYSTEM PROVIDES POWERTO ALL LEDs INTHE ARRAY (20,40, or 60)TO MEET THE FOLLOWING LIGHT LEVELS FOR A MINIMUM OF 90 MINUTES - WMl-45%®350MA WM2 =96%®950MA WM3 =24%® 350MA •MULTIPLYTHE %ABOVE BYTHE LUMEN OUTPUT g 350MA WALL MOUNTING Mounting Bracket Wan Hole MWMaofiwall Bet screw, JAL I Set Screw tack �`/OEdor Example: RZR-WM2/PLED4V/40LED-700mA/CW/277/RAL PLED® MODULES 0 o 60 LED Module RZR-WM3-LED E.P.A.=.69 Available in: 60 LED Module o ¢000® 0 40LEDModule RZR-WM2-LED 1 Avallabl40 LED Module 40 LED Module a o® o 20 LED Module RZR-WMI-LED E.P.A.=.33 Available in, 20LED Module MAX INPUT WATTAGE •OF DRIVE CURRENT LED's 35OmA 525mA 700mA 1050mA w 68W 99W 131W 198W 40 46W 66W 87W 134W 20 23W 33W 44W 66W 8019S/SF MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED' DisTRevrioN TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD p HIGH{OW DIMMING FOR TEMP -CCT TEXTURED FINISH EXTERNAL CONTROL.. HLSW ❑ RZR-WM1 [I TYPE II PLED41 ® RZR-wM1 ❑ 20LED ❑ 350MA ❑ NW (40DDIQ° •STANDAID ❑ 120 [1 BLACK RAIL-90054 ❑HOUSE SIDE SHIELDING .................... HSIPL1D ....... ❑ 525mA El 208 ❑PHOTO CELL+VOLTAGE TYPE II FRONT ROW El TYPE CW (SODOIQ ❑ 240 ❑ WHITE (PHOTO PC120V) ... PC+V PLED41-FR..... ® ❑ 700mA' El wily (3000K) 11277 RAL-9003-T ❑ SINGLE FUSE ElR-W RZM2 El TYPE IT ® MWM2 ❑ 105omA' 347 El[1. GREY (120V & 277V) ...... SF ❑ PLED-111 ....... ❑40LED CONSULT FACTORY wRolxwuocowRs El 480 RAL-7004-T DOUBLE FUSE (208V&24M...... . DF ❑ TYPE IT WIDE ❑ DARK BRONZE ❑ STEP DIM MOTION SENSOR PLED4I1-W.... SELECT RA48019-T (PROGRAMMED 50/100) AMBER' MSE211 ❑ TYPE IV ❑ PHOSPHOR VOLTAGE El ❑REMOTE MOTION SENSOR ❑ RZIR-WM3 PLED4v....... ® RZFEWM3 CONVERTED RAL-6005-T CONFIGURATOR AMBER ..................... MSfC10 ❑ TYPE IVfr ❑60LED POA FORS4ODTH RNBH ❑ EMERGENCY BACKUP LENT! PLED-IV"FT.... ® ❑TRUE AMBER' REPIACESURa'T' Whi SUFFX17 ❑ EMERGENCY BACKUP TRIAL OxAMHE') (HOUSING ONLY) ... . EMHI ❑ EMERGENCY BACKUP 2.111012 SELECT '• WlfhaMX3Trafl115E'MIXTM FINISH ❑ EMERGENCY BACKUP 3.11103 2xkMwv6Woe2aEMxAWxooERMEe ❑ SURFACE CONDUIT I... SCI CGTEWNAIFM sAvauBLE lxssD,Ass2elADRrn; rote` �T oc1� ❑ SURFACE CONDUIT 2., SC2 WMEN15 aiLY ❑ SURFACE CONDUIT 3. SC3 U.S. Architectural Lighting U.S. ARCHITECTURAL Pmrw(ml)2sszaao ins (mD233R(dl I1tjil CLINT W. sell/7 SIUFFL E T T > .4 Lie. N . 541;; 41 9/14/2021 .ice �� M E O On O N N N > E W N E Q LL O 3 LL 0 K uLU O L M Q j U m W J -Uri of ; O a W O N LD v Z 1 2Mt 3:o �X LY n IaL Q 7 (n = v N = U > Q . C Ch O N W 7 N M a� W J H N Z 0 f f Z O a U (n W 0 ti 1�_n ti _0Ln W W W LU Of o00 > j � C) C) C) W W W Q � Q W W W CC IY CC tilti DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT- CHECKED BY C. SHIFFLETT- SCALE N.A. W Q J EJJ 11 I- zrn Y.P / I- w a LLJ ^� > TW L.L LD 2 Of '^ c� VJ O G I- J m D W a U > ILL o 0 Z Wz 0 0 2 LU C� J 0 O O T� i I- Z) o V / 1OB NO. 40919 SHEET NO. E2.00 Submitted On: L Index Submitted by Lighting Virginia- entral ICataloa Number: RZR-WM1-PLED-III-W-20LED- Type: pOAAi Job Name: LIGHTING Southwood Subdivision 700MA-NW WM3 VIRGINIA Architect: TIMMONS Notes: R"4RNE��' LV - CENTRAL20-30857 BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE LED SOURCE INITIAL LUMENS- INITIAL INITIAL LUMENS- LUMENS- L70 GREATER STARTING SYSTEM MAX COUNT TYPE SOURCI. 4000K 3000K 5000K THAN(HR)-TM21 TEMP. WATTS VOLTS INPUT AMPS 20 LED 20 PLED'Opfical 2,706- 2,571 - 2,841 - 60,000+ -20°F 22 120 0.19 Module -35OmA Z993 2.843 3,143 277 0.08 347 0.07 20 LED 20 PLED'Optical 3.897- 3,702- 4,092- 60000+ -20"F 33 120 0.28 Module -525mA 4,310 4.095 4,526 277 0.12 347 0.10 20 LED 20 PLED'Opfical 4,942- 4,695- 51189- 60,OD0+ -20°F 44 120 0.37 Module -700mA 5,466 5,193 5,739 277 0.16 347 0.13 20 LED 20 PLED'Optical 6,564- 6,236- 61 60.000E -20°F 65 120 0.55 Module-1050mA 7.260 6.897 7,623 277 0.24 347 0.19 40 LED 40 PLED Opfical 5,585- 5,206- 5,864- 60,000+ -201 43 120 0.36 Motlule-350mA 6,178 5.869 6.487 277 0.16 347 0.13 40 LED 40 PLED' Optical 8,059- 7,656- 8,462- 60000+ -20°F 65 120 0.55 Module -525mA 8,914 8,468 9,360 277 0.24 347 0.19 40 LED 40 PLED•Opfical 10,240- 9,728- 101 60,000+ -20°F 87 120 0.73 Module -700mA 11,327 10,761 11,893 277 0.32 347 0.26 40 LED 40 PLED'Optical 13,642- 1Z690- 14,324- 60,000+ -20°F 129 120 1.08 Module -10501 16,089 14,335 15,843 277 0,47 347 0.38 60 LED 60 PLED'Opfical 111 7,712- Ell 60000+ -20°F 65 120 0.55 Module -35amA 8,979 81530 9,428 277 0.24 347 0.19 60 LED 60 PLED'Optical 11,690- 11,106- 12.275- 60.000+ -201 98 120 0.82 Module -525mA 12,930 12,284 13,577 277 0.36 347 0.29 60 LED 60 PLED"Opfical 14,825- 14,084- 151 Boll -20-F 131 120 1.09 Module -700mA 16,398 15,578 17,218 277 0.47 347 0.38 60 LED 60 PLED'Optical 19,691- 18,706- 201 60.ODO+ -20°F 193 120 1.61 Module - 1050ni 21,780 20,691 22,869 277 0.70 347 0.56 NOTES: I. Max Input Amps is the highest of starting, operating, or open dmuW currents 2. Wmen values for LED Modules wry according to the distribution type 3. System Watts includes the source walls and all driver components. 4. Fuse value should be sufficient to prefect all wiring components. B. L70(l ON)-TIN421 6x mle applied V 01 OK) - Calculated = 244,000 0 701 =l0200o61o5amA WARNING: All fxonxies must be installed in copordol wtih local codes or the NaAand Electrical Code. Failure to do so may muff in serious personal injury. U.S. ARCHITECTURAL U.S. Architectural Lighting M�wemn 2ssmoD ra. c4�o a%mD� xwwudla.mm © _ Submitted On: Apr 3, 2020 3/3 Index Page pDA00 LIGHTING VIRGINIA r0'1RNE��' i Subdivision TIMMONS SOLID STATE AREA LIGHTING BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2%copper) assembly with integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <t .003") To 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 .188". ELECTRICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2%copper) assembly. Minimum wall Thickness is .188'. Fixture Mounting Plate affixes to mounting surface over a recessed j-box. Electrical Housing anchors on The top edge of The Mounting Plate and stainless steel recessed socket head screws tighten The Electrical Housing to the Mounting Plate from the bottom. PLED" OPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and enclosed by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric distributions, have a micro -reflector inside The refractor which re -directs the house side emitter output towards The street side and functions as a house side shielding element. Refractors are injection molded H12 acrylic. Each LED refractor is sealed to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a luminaire, have the same optical pattern. LED refractors produce Type 11, III, and Type IV slte/area distributions as well as other specialty asymmetric distributions. Panels are field replaceable and field rotatable in 900 increments. LED DRIVERS) Constant current electronic with a power factor of >.90 and a minimum operating temperature of-40"F/AO*C. Driver(s) is/are UL and cUL recognized and mounted directly against The Electrical Housing to facilitate thermal Transfer, held down by universal clamps to facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120150/601 or 347VA80V, 50,601 (0 - IOV dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaire supplied with 20KV surge protector for field accessible installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from 350mA to 1050ri 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED options. AMBER LED's PICA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar To UPS 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. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 1401 Four step media blast and iron phosphate pretreatment for protection and paint adhesion. 400°F bake for maximum hardness and durability. LAd LdIVY rvunluel: RZR-W M 1-PLED-IV-FT-20LED- PROJECT NAME: PROJECT TYPE: c �L us LISTED WM4 LV - FIXTURE A B C RZRW1 8.75" I 12" m,-,.., 6" RZRWI-EM 11" 14" 66" RZR-W M 1 A T C PATENT PENDING FIXTURE A B C R2RW2 IS" E 12• Ixi S" n.-I RZRW2-EM 18" 14- 6.5" I+D•=N .I USI RZR-WM2 PATENT PENDING FIXTURE A B C RZRW3 I.. mw-I IaxM.y msx.ml RZRW3-EM e23"D Isuml ,re�w RZR-WM3 PATENT PENDING MADEINTHE 2019093 U.S. ARCHITECTURAL U.S. Architectural Lighting BMaaeAaso 2Rs2ao R.wlron 2Rs-2Bm _® xviy. Iromm Paqe Submitted by Lighting Virginia- entral ICataloa Number: RZR-WM1-PLED-IV-FT-20LED- Type: FOAM Job Name: LIGHTING Southwood Subdivision 700MA-NW WM4 VIRGINIA Architect: TIMMONS Notes: a '1RNe- LV - CENTRAL20-30857 BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- LUMENS- L70 GREATER STARTING SYSTEM MAX COUNT TYPE SOURCE 4000K 3000K 5000K THAN(HR)-TM21 TEMP. WATTS VOLTS INPUTAMPS 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 20 LED 20 PLED®Optical 3.897- 3.702- 4,092- 60,000+ -20"F 33 120 0.28 Module -525mA 4,310 4.095 4,526 277 0.12 347 0.10 20 LED 20 Pi Optical 4,942- 4,695- 51189- 60,000+ -20°F 44 120 0.37 Module -700mA 51 5,193 5,739 277 0.16 347 0.13 20 LED 20 PLED'Optical 61 6,236- 6,892- 60,000+ -20°F 65 12U 0.55 Module -1050mA 7.260 6,897 7,623 277 0.24 347 0.19 40 LED 40 PLED Optical 51 5,206- 5,864- 60,0110+ -201 43 120 0.36 Module -3501 6,178 51869 6,487 277 0.16 347 0.13 40 LED 40 PLED'Optical 8.059- 7,656- El - 60,000. -20°F 65 120 0.55 Module -525mA 8,914 8,468 9,360 277 024 347 0.19 40 LED 40 PLED -Optical 10,240- 9,728- 10,752- 60000+ -20°F 87 120 0.73 Module -700rl 11,327 10,761 11,893 277 0.32 347 0.26 40 LED 40 PLED'Optical 13,642- 12.690- 14,324- 60,000+ -20V 129 120 1.08 Module -105m 0A 15,089 14,335 15,843 277 0.47 347 0.38 60 LED 60 PLED'Opnoal 8,118- 7,712- Sl 60,000+ -201 65 120 0.55 Module -350ri 8,979 8,530 9,428 277 0.24 347 0.19 60 LED 60 PLED'Optical 11,690- 11,106- 12,275- 60,000+ -20°F 98 120 0.82 Module -525mA 12,930 12.284 13.577 277 0.36 347 0.29 60 LED 60 PLED -Optical 14,825- 14,084- 15,566- 60000+ -20°F 131 120 1.09 Module -700rl 16,398 15,578 17,218 277 0.47 347 0.38 60 LED 60 PLED'Optical 19,691- 18,706- 20,676- 60,000+ -20"F 193 120 1.61 Module -IO50mA 21,780 20,691 22,869 277 0.70 347 0.56 NOTES: 1. Max Input Amps is the highest of starting, operating, or open clrcult currents 2. Lumen values for LED Modules May oavrdirg to the disfibWian type 3. System Watts includes the sounplawa8s and all driver components. 4. Fuse value should be sufficient to protect all wiring components. 5. VO(1OK)-T1N+216xruleapplied VO(1OK)-CQIcuklled=244,ODOa70Or A =102,000010501 WARNING: All flxlumu must be Installed In accordance with Goal codes or the National Sechlcal Code. Failure to do so may resuB In serious personal Injury. U.S. ARCHITECTURAL U.S. Architectural Lighting m,w,• ImD 2ss2on � www.Rim, °m RAAn ssa2al �® Submitted by Lighting Virginia -Central Catalog Number: Type: p0AM, Job Name: RZR-WM1-PLED-IV-FT-20LED- LIGHTING Southwood Subdivision 700MA-NW WM4 VIRGINIA Architect: TIMMONS Notes: 4RhrE-� LV - CENTRAL20-30857 BAZAR WALLMOUNT SERIES -LED EMERGENCY OPTION Emergency f Back Box (Ell 3/4" Surface Conduit (SC) r EM Back Box 112'deeper Man standard housing 0 THE EMERGENCY OPTION BACK BOX EXTENDS 2- BEYONDTHE STANDARD HOUSING AND CONTAINSTHE EMERGENCY COMPONENTS (EC) INCLUDING BATIERIES OR CAN BE USED FOR SURFACE CONDUIT (SC) APPLICATIONS.THERE ISM BEAN SCI.SC2.AND SC3 OFIMN FORTHE DIFFERING HOUSING SIZES.SC SHIPS WITHTHREADED CONDUIT PLUGS. THE EMAED SYSTEM PROVIDES POWERTO ALL LEDs INTHE ARRAY (20, 40or 60) 70 MEET THE FOLLOWING LIGHT LEVELS FORA MINIMUM OF 90 MINUTES - WMl = 45%V 350MA WM2=36%®35DMA WM3=24%e 350MA 'MULTIPLYTHE Is ABOVE BYTHE LUMEN OUTPUT® 350MA WALL MOUNTING Mounting Bracket Wall Plate M°umaa rowan. Set Sol Set Screw Lack ' fer EXagonpba. RZR-WM2/PLED4V/40LED-700mA/CW/277/RAL PLED® MODULES ewe ••60 LED Module RZR4111113-LED E.P.A.=.69 Available in: 60 LED Module 0 0 o®�� v 40 LED Module MR-WM2-LED E.11.A.=.47 Available in: 40 LED Module D ® 0 20 LED Module RZR-WMI-LED E.P.A.=.33 Availablein: 20LED Module MAX INPUT WATTAGE It OF DRIVE CURRENT LED's 350MA 525mA 700ni 105OmA 60 68W 99W 131W 19BW 40 45W 66W 87W 134W 20 23W 33W 44W 66W 80191 MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED" DISIMBLMON TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD ❑HIGH -LOW DIMMING FOR TEMP-OCT TEXTURED FINISH EXTERNAL CONTROL.. HLSW 1 a7a-WMl ❑ TYPE II PLEDII ® IraWMI ❑ 201ED ❑ 350MA ❑ NW (40001 •srnw, , ❑ 120 ❑ BLACK RAL-900ST HOUSE.......... SIDE SHIELDING .................... HSPIED ....... ❑ 525mA 208 ❑ PHOTOCELL+VOLTAGE ❑ TYPE II FROM ROW ® ❑ CW (5000K) 0240 ❑ WHITE (EXAMPLE: PC12M... III PLEDIFFR ..... ❑ 700mA' W W (3000K) 277 RAL-9003-T El SINGLE FUSE (120V &277V)....... SF ❑ RZR-WM2 ❑TYPE III ® RR-WM2 El1050mA' El 347 GREYRAL- El DOUBLE FUSE PLED11....... ❑401ED coNUETEAcraN roaoTxr2upcowlB 480 04T (208V & 24OV) .... ..OF ❑ TYPE III WIDE ❑ DARK BRONRE ❑ STEP DIM MOTION SENSOR PLEDHIHW .... RAL-8019-T TROGRAMMED50n00) AMBER' SELECT ..................... hill ❑ TYPE IV ❑ PHOSPHOR VOLTAGE ❑ GREEN ❑ REMOTE MOTION SENSOR ❑ RZR-WM3 PLEDIV....... ® g7p-WM3 CONVERTED RAL•6110ST CONFIGURATOR ❑60LED AMB87 PICA raasMESIURR .. All ❑EMERGENCY BACKUP I..EM1 ❑ TYPE IVFT ® n 7. r PLEDIVHT"" ❑TRUE AMBER' MH V FRX' wnPLEUFRxs ❑EMERGENCY BACKUP TRA (EXAMPLE, RALaams) (HOUSING ONLY)..... El EMERGENCY BACKUP 2. .EM2 SELECT ,,' mmw.,elamwAnmmnL6EMTHTM FINISH ❑ EMERGENCY BACKUP 3..1 leas 2 Ww MDAl4 MW NODMNN ❑ SURFACE CONDOR I. , . SC1 ccrEalAVAuxr s AvwlASlelxss6aLam�aoavE CTORY FORRasroMOOLORS ElSURFACE CONDUIT 2.. SC2 clmla MLr ❑ SURFACE CONDOR 3.. SC3 U.S. ARCHITECTURAL U.S. Architectural Lighting m°°x rr41>2a32ao �Iaa1>]33C01 www.amlp.cvm pOAMy. LIGHTING VIRGINIA p'1RNE''1' Catalog Number: RNS-25-40-1 1 -AB-DM19 Notes: Index Paqe 25' POLE DETAIL 3 I I 1 POLE HEIGHT 25' (FT) 1 3"x5" REINFORCED HANDHOLE 0 0' W/COVER, BOLT,BACK-UP BAR GROUNDING LUG TAPPED 1/2"-13NC 18 ETAIL 2 DETAIL 1 - BASE COVER 0' VIEW ��r . AMERICAN LATE POLE REV. DATE 61 REVISION DESCRIPTION PROJECT NAME: To NUMBER: DATE. Dwc er: 2SOD S. III SUITE 200 FORT WORTH TX 76109 817-92FA merican B17-'i4_3682 FAX -7049 QUOTE NUMBER: $Gl£: OIY: LHKD e- }��w/y-R Lite mmLowmw¢ DESCRIPTON: V� wmuumw aw� mMw maaNMNaaMrwa v D¢wna ® ROUND STRAIGHT STEEL ANCHOR BASE DRAro"c "LIMBER: W%AAllglatDRSEMPN OETESSWANDE. tR1AT5-25iD-t1-All "'U'2mBUDEREO lrmaaswxmm ENER ann uremxe 2$' X 4.0" X 11 GA ❑ T20 (2.38" OD X 4" TA ) 7.50"-8.50" ❑ T25 (2.88" OD X 4" TALL) 180' BOLT CIRCLE ❑ T30 (3.50" OD X fi" TALL) ❑ D28 so• no 8.00" ❑ D29 0• .BB"0 SLOTTED BOLT HOLES ❑ D32 I 1 (TYP) d1 I I I I ❑ D49 9a• 0 2]0 � i n m aME wsawE a a aerxaTlDx. DETAIL 3 POLE TOP DETAIL 1 BASE PLATE �.75" ANCIIjReaLTIFaPLAlE9 ABT-O80-4 CUTDOWN T022.5'WITH 30" HEX NUT & CONCRETE BASE BY OTHERS WASHER (X2) FOR OVERALL HEIGHT OF 25' A.B. PAINTED TO MATCH LUMINAIRE 17.00 PROJECTION L � 3.75" D79 -DRILLED FOR SINGLE LUMINAIRE r/�I DETAIL 2 ANCHOR BOLT 1) HARDWARE TO BE GALVANIZED T0: ASTM A153 2) ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER ASTIR A153. 3) ALL WELDING TO CONFORM T0: AWS D1.1 MOST RECENT EDITION. 4) FABRICATION MEETS RISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) QUALITY CERTIFICATION. 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 6)NBRAIICN DISCLAIMER: ALTHOUGH BAR[ NBRAB11N5 SEVERE ENOUGH i0 CAUSE DAMAGE 04N OCCASIONALLY OCCUR IN STRUCTURES a ALL TYPES. BECAUSE THEY ARE INFLUENCED BY MANY INTERACTING VABA&fS, NBAATIONS ARE GENERALLY UNPREDICTABLE. THE USERS MAINTENANCE PROGRAM SHOULD INCLUDE OASEAVA➢ON FOR EXCESSIVE Al AND EXAXIMPLN FOR ANY STRUCTURAL DAMAGE ALP WARRM77IXCWBES FA➢CUE FAILURE OR 911AR PHENOMENA RL91L11NC FROM INDUCED NBRAPON, HAAYIjND 0&111A80N OR RESONANCE ASSOCIATED 8N MOVEMENT OF AIR CURRENTS AROUND HIT PULL LOADING DATA MATERIAL DATA DESIGN CRITERIA: 2009 AASHTO LTS-5 COMPONENT ASTM WND SPEED(mphJ 90 100 110 120 130 140 150 POLE SHAFT A500 GR.B 3 SEC GUST EPA FT" 3.8 2.3 1.9 0.6 - - - WEIGHT (Ibs) 4a 40 40 40 - - - BASE PLATE A36 FINISH ANCHOR BOLTS F1554 GR.55 TBD MISC. STEEL A36 POLE DIMENSION DATA POLE BASE TOP GAUGE WEIGHT TYPE DESIGN LENGTH DIA. DIA. OR THIN (LBS) (FT) (IN) (IN) (IN) RNS-25-40-11-AB 25 4.00 4.00 11-GA 145 (.120') DETAIL GENERAL NOTES t pLT Ft ()F r0of l�% C CLLNT W. 7SI�IFFLETT >� • ;-off A Lie. N .54380 4: 9/14/2021 . 4r�li Gityx.,,, ���40,411 G`: m E 0 O N Vi N C Q O > E u3 v E Ru U w 3 Q UM 3 0 M. O Ed rG ^y a' W L M Q� J U 00 W J -N M Ce a(D rvv (.0 W a Z ~ = X n Q ? LL In = N t =v>LI � Q i c On $ N W on M 0 7 LU � H O X LD 0 F 0 w w_ 2 Q Z O > rY D 0 Z O I U L71 hhI` O W W W > 1000 > j Z 1 U U CL d OL O O O W W W V) V) V) LU W W W IY � � F 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' W l< J H� z U) WQLU > LLJ Ed Oa 2 J m WLIL a �Ur� > rO V Wr Z z 0 O = UJ C� 0 J 0 O O T� i Z) O JOB NO. 40919 SHEET NO. E2.01 L Submitted On: Apr 3, 2020 Index Page Submitted On: Apr 3, 2020 1/1 Index t pLT Ft ()F r0of l�% C CLLNT W. 7SI�IFFLETT >� • ;-off A Lie. N .54380 4: 9/14/2021 . 4r�li Gityx.,,, ���40,411 G`: m E 0 O N Vi N C Q O > E u3 v E Ru U w 3 Q UM 3 0 M. O Ed rG ^y a' W L M Q� J U 00 W J -N M Ce a(D rvv (.0 W a Z ~ = X n Q ? LL In = N t =v>LI � Q i c On $ N W on M 0 7 LU � H O X LD 0 F 0 w w_ 2 Q Z O > rY D 0 Z O I U L71 hhI` O W W W > 1000 > j Z 1 U U CL d OL O O O W W W V) V) V) LU W W W IY � � F 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' W l< J H� z U) WQLU > LLJ Ed Oa 2 J m WLIL a �Ur� > rO V Wr Z z 0 O = UJ C� 0 J 0 O O T� i Z) O JOB NO. 40919 SHEET NO. E2.01 L Submitted On: Apr 3, 2020 Index Page Submitted On: Apr 3, 2020 1/1 Index