Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
20-15 ShenValley LLC Warehouse (Industrial) - PIN 43-19-31 - Stonewall - Backfile
Please note: The site plans associated with this file are I 1o�cate �n thefileugnm _ Y+ I _ • 1 I • t Comment Sheets: GIS `, Sanitation Authority Inspections ✓ Public Works Parks & Rec_ Health Dept. `I, SITE PLAN TRACKING SHEET VDOT Wincheste :,�4— Stephens City Middletown Airport Fire �V One copy of Site Plan application form Payment of site plan review fee ✓ One reproducible copy of Site Plan OPEN FILE: File Opened 1 lUl r� Reference Manual updated/number assigned -7 1 l0 1 D-base updated 7—t (o —15 Application Action Summary updated CLOSE FILE: 0 y 5 Approved (or denied) letter mailed to applicant/copy to file and cc's l o d15 File stamped "approved", "denied" or "withdrawn" t o l y i 5 Reference Manual updated 10 N1y 16 D-base updated 10115115 Application Action Summary updated q I� �r3 s �,►�.� d Sys ID # Updated 3/13/14 NOTES RECEIPT RECEIVED FROM �r, ADDRESS,U FOR I-LL DATE I� -NO. 583313 ACCOUNT �- HOW PAID AMT. OF �- ACCOUNT CASH AMT. ((��,,--..�� CHECK �..' cA, PAID �JV b_ I I V BALANCE MONEY DUE ORDER =►ia,<<a. v A a1)90 1 -� ')Oe b raArw s-�P_ 3�un "- -S— 1'1 - 31 BY N >0 - ©2001 FtmFPm C 81_818 CALCULATIONS ShenValley, LLC Parking & Site Drainage Frederick County, Virginia 07/14/2015 VE Project No. 10548-3 / Exp. 10259-1 OP C T I ER, JR. �p o. 042587 a S1-ONAL VALLEY I E N G I N E E R I N G I D F A S M A D F R E A L 3231 Peoples Drive Harrisonburg, Virginia 22801 Phone (540) 434-6365 Fax (540) 432-0685 www.valleyesp.com Hydraflow Plan View 9 J " "°!1 620 Sai11 Outrsr str81s 12 str 011 6 16 13 SUM W IId1 str Y18 11 � SUM �• strf6 5 /#3 str 85 w OWN 1 str02 ShenValley, LLC No. Lines: 18 07-14-2015 Hydraflow, Storm Sewers 2005 Storm Sewer Inventory Report Page 1 Line Alignment Flow Data Physical Data Line ID No. Dnstr Line DO Junc Known Drng Runoff Inlet Invert Line Invert Line Line N J-loss Inlet/ line length angle type Q area coeff time El Dn slope El Up size type value coeff Rim El No. (ft) (deg) (cfs) (ac) (C) (min) (ft) M (ft) (in) (n) (K) (ft) 1 End 236.3 7.0 MH 0.00 0.22 0.90 5.0 1195.66 0.60 1197.08 18 Cir 0.013 0.15 1203.67 str #1 -> str #2 2 1 46.8 7.0 MH 0.00 0.41 0.90 5.0 1197.08 0.56 1197.34 18 Cir 0.013 0.84 1202.02 str #2 -> str #3 3 2 179.1 -54.0 MH 0.00 0.41 0.90 5.0 1197.34 0.55 1198.33 15 Cir 0.013 0.15 1201.92 str #3 -> str #4 4 3 33.4 0.0 MH 0.00 0.37 0.90 5.0 1198.33 0.54 1198.51 15 Cir 0.013 0.15 1201.92 str #4 -> str #5 5 4 197.1 0.0 MH 0.00 0.37 0.90 5.0 1198.51 0.55 1199.59 15 Cir 0.013 1.00 1201.69 str #5 -> str #6 6 End 108.9 39.0 MH 0.00 0.00 0.00 0.0 1199.59 0.62 1200.27 12 Cir 0.013 0.76 1205.03 str #7 -> str #8 7 6 64.9 -46.0 DrGrt 0.00 0.25 0.80 5.0 1200.27 0.51 1200.60 12 Cir 0.013 1.19 1204.66 str #8 -> str #9 8 7 181.9 -39.0 MH 0.00 0.00 0.00 0.0 1200.60 0.50 1201.51 12 Cir 0.013 0.73 1208.54 str #9 -> str #10 9 8 44.3 43.0 DrGrt 0.00 0.06 0.35 5.0 1201.51 0.52 1201.74 12 Cir 0.013 1.50 1205.00 str #10 -> str #11 10 9 42.8 44.0 DrGrt 0.00 0.09 0.35 5.0 1201.74 0.51 1201.96 12 Cir 0.013 0.50 1205.00 str #11 -> str #12 11 10 50.0 3.0 DrGrt 0.00 0.06 0.35 5.0 1201.96 0.52 1202.22 12 Cir 0.013 0.50 1205.00 str #12 -> str #13 12 11 50.0 -1.0 DrGrt 0.00 0.06 0.35 5.0 1202.22 0.52 1202.48 12 Cir 0.013 0.50 1205.00 str #13 -> str #14 13 12 50.0 1.0 DrGrt 0.00 0.06 0.35 5.0 1202.48 0.52 1202.74 12 Cir 0.013 0.50 1205.00 str #14 -> str #15 14 13 50.0 0.0 DrGrt 0.00 0.07 0.35 5.0 1202.74 0.52 1203.00 12 Cir 0.013 1.00 1205.00 str #15 -> str #16 15 7 37.6 49.0 MH 0.00 0.00 0.00 0.0 1200.60 2.74 1201.63 12 Cir 0.013 1.00 1206.41 str #9 -> str #17 16 15 123.1 -90.0 MH 0.00 0.21 0.90 5.0 1201.63 1.00 1202.86 12 Cir 0.013 1.00 1205.41 str #17 -> str #18 17 15 43.3 90.0 MH 0.00 0.21 0.90 5.0 1202.63 1.55 1203.30 12 Cir 0.013 1.00 1206.30 str #17 -> str #19 18 9 50.0 136.0 MH 0.00 0.21 0.90 5.0 1200.60 5.20 1203.20 12 Cir 0.013 1.00 1206.20 str #9 -> str #20 ShenValley, LLC Number of lines: 18 Date: 07-14-2015 Hydraflow Storm Sewers 2005 Storm Sewer Summary Report Page 1 Line Line ID Flow Line Line Invert Invert Line HGL HGL Minor HGL Dns No. rate size length EL Dn EL Up slope down up loss Junct line (cfs) (in) (ft) (ft) (ft) N (ft) (ft) (ft) (ft) No. 1 str #1 -> str #2 6.15 18 c 236.3 1195.66 1197.08 0.601 1196.64 1198.06 0.06 1198.12 End 2 str #2 -> str #3 5.45 18 c 46.8 1197.08 1197.34 0.555 1198.37 1198.44 0.20 1198.64 1 3 str #3 > str #4 4.17 15 c 179.1 1197.34 1198.33 0.553 1198.70 1199.39 0.03 1199.42 2 4 str #4 -> str #5 2.72 15 c 33.4 1198.33 1198.51 0.540 1199.54 1199.58 0.01 1199.59 3 5 str #5 -> str #6 1.56 15 c 197.1 1198.51 1199.59 0.548 1199.66 1200.09 n/a 1200.27 ' 4 6 str #7 -> str #8 2.27 12 c 108.9 1199.59 1200.27 0.624 1200.27 1200.95 0.19 1201.14 End 7 str #8 -> str #9 2.28 12 c 64.9 1200.27 1200.60 0.509 1201.25 1201.47 0.18 1201.66 6 8 str #9 -> str #10 0.87 12 c 181.9 1200.60 1201.51 0.500 1201.79 1202.01 0.06 1202.06 7 9 str #10 -> str #11 0.88 12 c 44.3 1201.51 1201.74 0.519 1202.12 1202.17 0.17 1202.34 8 10 str #11 -> str #12 0.33 12 c 42.8 1201.74 1201.96 0.514 1202.44 1202.44 0.01 1202.45 9 11 str #12 -> str #13 0.25 12 c 50.0 1201.96 1202.22 0.520 1202.46 1202.49 0.02 1202.50 10 12 str #13 -> str #14 0.21 12 c 50.0 1202.22 1202.48 0.520 1202.54 1202.68 0.03 1202.71 11 13 str #14 -> str #15 0.16 12 c 50.0 1202.48 1202.74 0.520 1202.76 1202.91 n/a 1202.94 j 12 14 str #15 -> str #16 0.11 12 c 50.0 1202.74 1203.00 0.520 1202.99 1203.14 n/a 1203.14 13 15 str #9 -> str #17 1.60 12 c 37.6 1200.60 1201.63 2.739 1201.74 1202.17 n/a 1202.17J 7 16 str #17 -> str #18 0.88 12 c 123.1 1201.63 1202.86 0.999 1202.36 1203.26 n/a 1203.26 15 17 str #17 -> str #19 0.88 12 c 43.3 1202.63 1203.30 1.547 1202.94 1203.70 n/a 1203.70 15 18 str #9 -> str #20 0.88 12 c 50.0 1200.60 1203.20 5.200 1202.44 1203.60 n/a 1203.60 9 ShenValley, LLC Number of lines: 18 Run Date: 07-14-2015 NOTES: c = cir; e = ellip; b = box; Return period = 2 Yrs. ; j - Line contains hyd. jump. Hydraflow Storm Sewers 2005 Inlet Report Page 1 Line Inlet ID Q = Q Q Q Junc Curb Inlet Grate Inlet Gutter Inlet Byp No CIA carry capt byp type line Ht L area L W So W SW Sx n Depth Spread Depth Spread Depr No (cfs) (cfs) (cfs) (cfs) (in) (ft) (sgft) (ft) (ft) (ft/ft) (ft) (ft/ft) (ft/ft) (ft) (ft) (ft) (ft) (in) 1 str #2 0.93 0.00 0.00 0.93 MH 0.0 0.00 0.00 0.00 0.00 Sag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 Off 2 str #3 1.73 0.00 0.00 1.73 MH 0.0 0.00 0.00 0.00 0.00 Sag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 Off 3 str #4 1.73 0.00 0.00 1.73 MH 0.0 0.00 0.00 0.00 0.00 Sag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 Off 4 str #5 1.56 0.00 0.00 1.56 MH 0.0 0.00 0.00 0.00 0.00 Sag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 Off 5 Sir #6 1.56 0.00 0.00 1.56 MH 0.0 0.00 0.00 0.00 0.00 Sag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 Off 6 str #8 0.00 0.00 0.00 0.00 MH 0.0 0.00 0.00 0.00 0.00 Sag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 Off 7 str #9 0.94 0.00 0.94 0.00 DrGrt 0.0 0.00 4.00 2.00 2.00 Sag 2.00 0.050 0.050 0.000 0.14 7.57 0.14 7.57 0.00 Off 8 str #10 0.00 0.00 0.00 0.00 MH 0.0 0.00 0.00 0.00 0.00 Sag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 Off 9 str #11 0.10 0.00 0.10 0.00 DrGrt 0.0 0.00 1.28 1.13 1.13 Sag 2.00 0.050 0.050 0.000 0.05 3.81 0.05 3.81 0.00 Off 10 str #12 0.15 0.00 0.15 0.00 DrGrt 0.0 0.00 1.28 1.13 1.13 Sag 2.00 0.050 0.050 0.000 0.06 4.37 0.06 4.37 0.00 Off 11 str #13 0.10 0.00 0.10 0.00 DrGrt 0.0 0.00 1.28 1.13 1.13 Sag 2.00 0.050 0.050 0.000 0.05 3.81 0.05 3.81 0.00 Off 12 str #14 0.10 0.00 0.10 0.00 DrGrt 0.0 0.00 1.28 1.13 1.13 Sag 2.00 0.050 0.050 0.000 0.05 3.81 0.05 3.81 0.00 Off 13 str #15 0.10 0.00 0.10 0.00 DrGrt 0.0 0.00 1.28 1.13 1.13 Sag 2.00 0.050 0.050 0.000 0.05 3.81 0.05 3.81 0.00 Off 14 str #16 0.11 0.00 0.11 0.00 DrGrt 0.0 0.00 1.28 1.13 1.13 Sag 2.00 0.050 0.050 0.000 0.05 4.01 0.05 4.01 0.00 Off 15 str #17 0.00 0.00 0.00 0.00 MH 0.0 0.00 0.00 0.00 0.00 Sag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 Off 16 str #18 0.88 0.00 0.00 0.88 MH 0.0 0.00 0.00 0.00 0.00 Sag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 Off 17 str #19 0.88 0.00 0.00 0.88 MH 0.0 0.00 0.00 0.00 0.00 Sag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 Off 18 str #20 0.88 0.00 0.00 0.88 MH 0.0 0.00 0.00 0.00 0.00 Sag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 Off ShenValley, LLC Number of lines: 18 Run Date: 07-14-2015 NOTES: Inlet N-Values = 0.016 ; Intensity = 48.93 / (Inlet time + 10.10) ^ 0.86; Return period = 2 Yrs. ; ` Indicates Known Q added Hydraflow Storm Sewers 2005 Hydraulic Grade Line Computations Page 1 Line Size Q Downstream Len Upstream Check JL Minor coeff loss Invert HGL Depth Area Vel Vel EGL Sf Invert HGL Depth Area Vel Vel EGL Sf Ave Enrgy elev elev head elev elev elev head elev Sf loss (in) (cfs) (ft) (ft) (ft) (sgft) (ft/s) (ft) (ft) M (ft) (ft) (ft) (ft) (sqft) (ft/s) (ft) (ft) N M (ft) (K) (ft) 1 18 6.15 1195.66 1196.64 0.97 1.22 5.06 0.40 1197.03 0.600 236 1197.08 1198.06 0.98 1.22 5.06 0.40 1198.45 0.599 0.600 1.417 0.15 0.06 2 18 5.45 1197.08 1198.37 1.28 1.61 3.38 0.18 1198.54 0.251 46.8 1197.34 1198.44 1.10 1.39 3.92 0.24 1198.68 0.340 0.295 0.138 0.84 0.20 3 15 4.17 1197.34 1198.70 1.25 1.23 3.40 0.18 1198.88 0.418 179 1198.33 1199.39 1.06 1.11 3.76 0.22 1199.61 0.395 0.407 0.729 0.15 0.03 4 15 2.72 1198.33 1199.54 1.21 1.21 2.24 0.08 1199.61 0.155 33.4 1198.51 1199.58 1.06 1.11 2.44 0.09 1199.67 0.166 0.161 0.054 0.15 0.01 5 15 1.56 1198.51 1199.66 1.15 1.18 1.32 0.03 1199.68 0.051 197 1199.59 1200.09 0.50** 0.46 3.37 0.18 1200.27 0.503 0.277 0.545 1.00 0.18 6 12 2.27 1199.59 1200.27 0.68* 0.57 3.98 0.25 1200.52 0.623 109 1200.27 1200.95 0.68 0.57 3.99 0.25 1201.20 0.627 0.625 0.681 0.76 0.19 7 12 2.28 1200.27 1201.25 0.98 0.78 2.91 0.13 1201.39 0.371 64.9 1200.60 1201.47 0.87 0.73 3.13 0.15 1201.63 0.372 0.371 0.241 1.19 0.18 8 12 0.87 1200.60 1201.79 1.00 0.79 1.11 0.02 1201.81 0.060 182 1201.51 1202.01 0.50 0.39 2.23 0.08 1202.08 0.243 0.151 0.275 0.73 0.06 9 12 0.88 1201.51 1202.12 0.61 0.50 1.75 0.05 1202.17 0.128 44.3 1201.74 1202.17 0.43 0.33 2.70 0.11 1202.29 0.406 0.267 0.118 1.50 0.17 10 12 0.33 1201.74 1202.44 0.70 0.58 0.56 0.00 1202.44 0.012 42.8 1201.96 1202.44 0.48 0.37 0.88 0.01 1202.45 0.039 0.026 0.011 0.50 0.01 11 12 0.25 1201.96 1202.46 0.50 0.39 0.65 0.01 1202.46 0.021 50.0 1202.22 1202.49 0.27 0.17 1.53 0.04 1202.52 0.216 0.118 0.059 0.50 0.02 12 12 0.21 1202.22 1202.54 0.32 0.22 0.97 0.01 1202.55 0.071 50.0 1202.48 1202.68 0.20** 0.11 1.93 0.06 1202.73 0.489 0.280 0.140 0.50 0.03 13 12 0.16 1202.48 1202.76 0.28 0.18 0.89 0.01 1202.77 0.068 50.0 1202.74 1202.91 0.17** 0.09 1.79 0.05 1202.96 0.492 0.280 0.140 0.50 0.02 14 12 0.11 1202.74 1202.99 0.25 0.15 0.76 0.01 1203.00 0.058 50.0 1203.00 1203.14 0.14** 0.07 1.65 0.04 1203.19 0.526 0.292 n/a 1.00 n/a 15 12 1.60 1200.60 1201.74 1.00 0.79 2.04 0.06 1201.81 0.202 37.6 1201.63 1202.17 0.54** 0.43 3.73 0.22 1202.38 0.638 0.420 n/a 1.00 0.22 16 12 0.88 1201.63 1202.36 0.73 0.62 1.43 0.03 1202.40 0.078 123 1202.86 1203.26 0.40** 0.29 3.03 0.14 1203.40 0.549 0.313 n/a 1.00 0.14 17 12 0.88 1202.63 1202.94 0.30* 0.20 4.36 0.30 1203.23 1.509 43.3 1203.30 1203.70 0.40** 0.29 3.03 0.14 1203.84 0.549 1.029 n/a 1.00 0.14 18 12 0.88 1200.60 1202.44 1.00 0.79 1.13 0.02 1202.46 0.062 50.0 1203.20 1203.60 0.40** 0.29 3.03 0.14 1203.74 0.549 0.305 n/a 1.00 0.14 ShenValley, LLC Number of lines: 18 Run Date: 07-14-2015 Notes: * Normal depth assumed.; ** Critical depth.; j-Line contains hyd. jump. Hydraflow Storm Sewers 2005 Line Profile (Line 1) - str #1 -> str #2 (ft) Line I - - 91 st 12M.0 12W.00 12 .OD - - - 12OCi.OD 11(2W.OD 120.00 1119 w 111.97.00 1 94 1194.00 1191.E 11191.00 0 20 49 60 80 100 112D 1140 16D 118D 2DD 22D 249 260 280 Reach (ft) ShenValley, LLC No. Lines: 18 07-14-2015 Hydra(low Storm Sewers 2005 Line Profile (Line 2) - str #2 -> str #3 Elev(ft) 12D4.00 12D2.0+ 12DO.00 11,96.00 1196.00 1194.an 6 5 12D4.60 1202.00 1200.60 11196.40 1196.00 1inn 1'94. 10 1s 20 25 30 35 40 45 5D 55 60 Reams (ft) ShenValley, LLC No. Lines: 18 07-14-2015 Hydraflow Storm Sewers 2005 Line Profile (Line 3) - str #3 -> str #4 _ El ,C ft) Line 3 str #3 .> str 11 Alu 11203.00 112.011!00 11199.09 111197..00 1�1195 �0 11�..00 1! .0-0 - 112011.:00 11199.00 111197.0:0 1i119r..nn 0 110 20 30 40 5D 6D 70+ Oro 90 1100 1110 1120 113D 1140 11S0 1160 1170 1180 1190 20D Reath (ft) ShenValley, LLC No. Lines: 18 07-14-2015 Hydratlow Storm Sewers 2005 Line Profile (Line 4) - str #4 -> str #5 FJev ,(ft) Line 4 str #4 --> str 11206.0 112,06.00 11204.0 11204.00 r 120+2..0 11202.0D 1120a.CID 11200.OD 33:35'Lf- 4 - "' AM- 111.OD ne J— 11196.OD 119196.0D 0 5 110 115 2.0 25' 30 35 40 45 5D Reach (ft) ShenValley, LLC No. Lines: 18 07-14-2015 Hydraflow Storm Sewers 2005 Line Profile (Line 5) - str #5 -> str #6 _ Elev (ft) U'Ft 5 _ str # -> Str 11 UMU 11204.00 IM-100 120D..0 11196.:0:D 1204..00 11202.00 1i 0a..,a 0 110 20 30 40 5D 6D 70 80 9D 1109 1110 112D 1130 1140 115D 11GD 1170 1180 1190 20D 2110 220 IRBa(ft) ShenValley, LLC No. Lines: 18 07-14-2015 HydreOow Storm Sewers 2005 Line Profile (Line 6) - str #7 -> str #8 E1ev (ft) Line 61 - str #1 ._> str 1z lua 11207.00 11.4.0D 1111.0 1i1196..0D 1'119q 0n tzO..Oa 11207.06 11204.00 112011..00 11198..00 0 110 20 30 40 50 GD 70 80 90 1100 11110 1120 11300 - IReacu (ft) ShenValley, LLC No. Lines: 18 07-14-2015 HydraOow Storm Sewers 2005 Line Profile (Line 7) - str #8 -> str #9 E ,(ft) Line 7 - str str 11208.00 1120 00 912N.00 11204.00 11204.00 112a2.00 1202..00 �T 1 " f i2" l 0.s 1 11200.00 1200.00 1496.00 1111 .00 0 5 110 113 2Q 25 30 35 40 45 50 55 00 65 70 75 ShenValley, LLC No. Lines: 18 07-14-2015 Hydratlow Storm Sewers 2005 Line Profile (Line 8) - str #9 -> str #10 Bev (ft) Line 81 _ str -> stu #110 114 lit -Mu 112.OD 11206.6D 1i203M 1200.09 41W na Ilia 1i2M u 112 ..�D 12,03.00 1120D.00 1�1197 00 0 110 2D 30 4+ 5D 6D 70 80 90 10.0 110 1120 130 11116D 1170 11190 200 2110 Readh (Eft) ShenValley, LLC No. Lines: 18 07-14-2015 HydraOow Storm Sewers 2005 Line Profile (Line 9) - str #10 -> str #11 Elev (ft) Line 9 str #10 -> str #111 112113.00 1213.00 112110.00 1210..00 1207.00 - 1207.00 12M.00 12D4.00 Tj 1i2D1.00 11. 111..00 11.00 0 5 10 15 20 2.5 3+0 35 40 45 50 55 Reach (ft) ShenValley, LLC No. Lines: 18 07-14-2015 Hydreflow Storm Sewers 2005 Line Profile (Line 10) - str #11 -> str #12 Elev °(ft) Line 10 _ str #111 str #12 1.209.00 11209.00 1207.:00 412 11207.00 1205.00 1205.00 123.E 1203.00 11.00 1129111.0 1199.00 1199.00 0 5 1;0 1,15 20 25 30 35 44 45 so 55 Rash, (ft) ShenValley, LLC No. Lines: 18 07-14-2015 Hydranow, storm sewers 2005 Line Profile (Line 11) - str #12 -> str #13 Flev (ft) Line I.I. str #12 -> str #13 1209.O0 1209.00 1205.00 1205LD ShenValley, LLC No. Lines: 18 07-14-2015 HydraOow, Storm Sewers 2005 Line Profile Line 12 - str #13 -> str #14 Elev ,(ft) Line 12 str #11 > str #14 1210.00 112 0.00 it 11 �� 11 (e 1 1 ShenValley, LLC No. Lines: 18 07-14-2015 Hydrallow Storm Sewers 2005 Line Profile (Line 13) - str #14 -> str #15 I1 1I 11" 1,I" ShenValley, LLC No. Lines: 18 07-14-2015 HydraOow Storm Sewers 2005 s r. M M M M M M M M M ! M M M M M M M M M Line Profile (Line 14) - str #15 -> str #16 IFI� ShenValley, LLC No. Lines: 18 07-14-2015 Hydra(low Storm Sewers 2005 ri r rr ■�■ ■r r rr rr r r r rr ■r rr r r r r r Line Profile (Line 15) - str #9 -> str #17 RIBV IM 1265.0 11203.0 112DUD 11199.0 41107.irk 0 1 41SZ 4 w. 4417 5 to 115 20 25 30 35 4 11207.00 12a6.6D 11203.0 111199.0.D 40 45 Readh (ft) ShenValley, LLC No'Lines: 18 07-14-2015 Hydranow storm sewers 2005 M Line Profile (Line 16) - str #17 -> str #18 Elev (ft) Line 16 - str #17 str #1 12W.OD 1209.O0 1207.OD 1207.O0 12D5.OD 1205.00 1203.OD 1203.OD 1201.0 1201.O0 1199�.O0 119�.OD 0 10 20 30 40 50 60 70 80 90 100 110 12D 130 140 150 Reach (ft) ShenValley, LLC No. Lines: 18 07-14-2015 Hydraflow Storm Sewers 2005 M M M M W M M M M M M M Line Profile (Line 17) - str #17 -> str #19 Elmi (ft� 1269.681 MUG, 1,,20111..10 D 11209.11D 9120TOD 1MAM 1291A D 11 [0 al I I I I I i I I I I 141f lIi 1D 5 1101 IS 2D 25 39 35 401 45 51D 55 Reach (ft� ShenValley, LLC No. Lines: 18 07-14-2015 HydraFlow Storm Sewers 2005 W M M M Line Profile (Line 18) - str #9 -> str #20 Bev (ft) 1207.0D, 15.0D 1203.00 1!1. 1199.0i 1;1A7 nn 0 5 Line IS .- str #9 .-> str -4.doom - 1205.00 11 i.00 RIZINITIC 1199i.0+ 1147 nn 10 15 20 25 30 35 40 45 50 56 r30 R (ft) ShenValley, LLC No. Lines: 18 07-14-2015 Hydraflow Storm Sewers 2005 Outlet Protection ShenValley, LLC Parking & Site Drainage Structure #1 Discharge: 32.48 cfs Diameter of Pipe (or Equivalent), D 18 in HDPE N-12 Tailwater Condition, TW : Minimum ** Minimum Tailwater Condition if TW < 0.5 Diameter ** Maximum Tailwater Condition if TW >_ 0.5 Diameter d5o Stone Size: 0.9 ft (From Plate 3.18-3 or 3.18-4 in VESCH) Maximum Stone Diameter 1.35 ft 1.5 x d50 Stone Size Stone Type: Class Al (From Table 3.19-13 in VESCH) Apron Length, La : 21.00 ft (From Plate 3.18-3 or 3.18-4 in VESCH) Apron Width Upstream, W,p : 4.50 ft W"p = 3 x D Apron Width Downstream, Wdown 22.50 ft If Minimum Tailwater, W = D + La If Maximum Tailwater, W = D + 0.4 x La Stone Depth: 2.70 ft 2 x Maximum Stone Diameter VALLEY I ENGINEERING ! D E A S MADE REAL 3231 Peoples Drive Harrisonburg, Virginia 22801 Phone (540) 434-6365 Fax (540) 432-0685 www.valleyesp.com Outlet Protection ShenValley, LLC Parking & Site Drainage Structure #7 Discharge: 24.35 cfs Diameter of Pipe (or Equivalent), D 12 in HDPE N-12 Tailwater Condition, TW : Minimum ** Minimum Tailwater Condition if TW < 0.5 Diameter ** Maximum Tailwater Condition if TW > 0.5 Diameter d50 Stone Size: 1.15 ft (From Plate 3.18-3 or 3.18-4 in VESCH) Maximum Stone Diameter 1.73 ft 1.5 x d5o Stone Size Stone Type: Class Al (From Table 3.19-B in VESCH) Apron Length, La : 21.00 ft (From Plate 3.18-3 or 3.18-4 in VESCH) Apron Width Upstream, W p : 3.00 ft W'p = 3 x D Apron Width Downstream, Wdo,, : 22.00 ft If Minimum Tailwater, W = D + La If Maximum Tailwater, W = D + 0.4 x La Stone Depth: 3.45 ft 2 x Maximum Stone Diameter VALLEY I ENGINEERING I D E A S MADE REAL 3231 Peoples Drive Harrisonburg, Virginia 22801 Phone (540) 434-6365 Fax (540) 432-0685 www.valleyesp.com • 0 co Department of 540/ 665-5651 Fax: 540/ 665-6395 October 13, 2015 Mr. Carl Snyder Jr., PE Valley Engineering 3231 Peoples Drive Harrisonburg, Virginia 22801 RE: Approval of Site Plan #20-15; ShenValley, LLC Parking & Drainage Property Identification Number (PIN): 43-19-31 Dear Carl: The above -referenced site plan was approved on October 13, 2015. The site plan is approved for site improvements and parking additions at the Valley Health/Epic training facility at the existing building (former National Wildlife Federation) building located at 310 Tyson Drive in the Stonewall Industrial Park in the Stonewall Magisterial District. All requirements of the Frederick County Zoning Ordinance have been met in the approved site plan, including review agency comments from all relevant review agencies. I am providing you with three (3) copies of the approved site plan. Please forward these copies to the appropriate representative(s). Furthermore, advise the owner(s) that a copy should be kept for future reference, and an approved copy must be kept on the construction site throughout the development process. Once site development is complete, the owner(s) should contact this office to schedule an on -site inspection. Do not hesitate to contact me if you have any questions or concerns. Sincerely, Candice E. Perkins, AICP Senior Planner CEP/pd Attachments cc: Charles S. DeHaven, Jr., Stonewall District Supervisor Stan Crockett and Gary Oates, Stonewall District Planning Commissioners Jane Anderson, Real Estate Commissioner of Revenue Patrick Barker, EDA InterChange Group, Inc., 1346 Pleasants Dr., Suite 6, Harrisonburg, VA 22801 107 North Kent Street, Suite 202 9 Winchester, Virginia 22601-5000 9 VALLEY* DOCUMENT TRANSMITTAL Frederick County Department of Planning & Development Attn: Candice Perkins Senior Planner 107 North Kent Street Winchester, Virginia 22601 E N G I N E E R I N G i"`=1.17 ;E' A `5"'7Gt:A i�"";1T"�''�d"L•" �; J. OCT 1 3 2015 r ` r Sent Via: Project Name: ShenValley, LLC — Parking & Site Drainage ❑ Mail VESP Project No.: 10548-3 ❑ Overnight (AM) From: Carl L. Snyder, Jr. P.E. ❑ Overnight (PM) Date: September 18, 2015 ® Hand Delivered ❑ Client Pick-up WE ARE TRANSMITTING: ❑ Originals ❑ Invoice ® For Your Use ❑ Sign, Record and Return ❑ Copy of Letter ❑ Check ® Per Your Request ® Accepted as submitted ® Prints/Copies ❑ Contract ❑ For Review and Comment ❑ Accepted as noted ❑ Sign and Return ❑ Returned for corrections DESCRIPTION: ITEMS BEING TRANSMITTED Date # Prints Approved Plans 9/18/15 5 Fire Marshall Approval 7/17/15 1 Public Works Approval 10/8/15 1 Inspections Dept Approval 10/7/15 1 :1 *I_lzf:,-T Received By: Date: 3231 Peoples Drive • Harrisonburg, VA 22801 Phone (540) 434-6365 • Fax (540) 432-0685 www.valleyesp.com Frederick County Department of Fire and Rescue a Office of the Fire Marshal I080 Coverstone Drive Winchester, VA 22602 (540) 665-6350 Fax. (540) 678-4739 Email: fm0@fcvd us � r Plan Review & Comments Date Received 7/15/2015 Plan/Permit Type Name ShenValley, LLC Address 310 Tyson DR Project Name Applicant Name & Number RE# Permit Number Emergency Vehicle Access: Hydrant Location: Siamese Location: Fire Lanes Required: Plan Approval Status Comments Signatur . Reviewed By: Kenneth Scott, Jr. Title: Fire InS2ertnr Site Plan Winchester Parking and Site Drainage Valley Engineering 540-434-6365 AdeVte Inadequate N/A Ada ate Inadequate N/A Ad*6ate Inadequate N/A V(s No N/A Approve Date Reviewed 7/17/2015 VA 22603 r1 REQUEST FOR SITE PLAN CI Frederick County Fire MarshW Comment Mail to: OCT 1 3 2015 1 I •' Handfdeliver to: Frederick County Fire Marshal . _ _ -,Public,,, Safety Building Attn: Fire Marshal 4 FiIEDi h'CK C0' it AND DEVFL("P" 1080 C. overstone Drive 1800 Coverstone Drive hester, Virginia 22602 Winchester, Virginia 22602 Phone: (540) 665-6350 Applicant: It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the Site Plan with this sheet. Applicant's Name: Carl L Snyder, Jr., P.E. (Valley Engineer) Mailing Address: 3231 Peoples Drive Harrisonburg, Virginia 22801 Name of development and/or description of the request: ShenValley, LLC - Parking & Site Drainage Telephone: 540-434-6365 Location of Property: 310 Tyson Drive, Winchester, Virginia 22803 Fire Marshal Comments: PI —ANC Annrs ; vjEfj FIRE MAMMA& COUNTY I ' Date Received Date Reviewed Revision Required o J Signature & Date: -FREDERICK COUNTY FIRE MARSHAL USE ONLY - Review Numb r 1 2 3 4 5 (circle one) Date Approved ~7 % T ** Please Return Form to Applicant** 20 RECEIVED JUL 15 706, 10/09/2015 09:01 5406780 PAGE 01 REQUEST FOR SITE PLAN COMMENTS Frederick. County Public Works Comment qjr) Mail to: )Eland deliver to. Frederick County Public Works Department Public Works Department Attn: County Engineer 107 North Kent Street, 2°a Floor ) 07 North Kent Street, Winchester, Virginia 22601 RECEIVE Winchester, Virginia 22601 Phone: (540) 665-5643 5Ep ? 1 zQ�� Appacant: It is your responsibility to complete this form as accurately as possible in orderto assist theme U review. Please attach one (1) copy of the Site Plan with this sheet. Applicant's Name: Carl L. Snyder. Jr.. P.E. (Valley Engineer) Telephone: 540-434-6265 Mailing Address: 3231 Peeples DAV@ Harrisonburg, Virginia 22801 Name of development and/or description of the request: Shenvailey. LLC - Parking & Site Drainage Location of Property: 310 Tyson Drive, Winchester. Virginia 22803 Public Works Department Comments: rk- w-Ai neA Otav%c etc Date Received Zl Date Reviewed Revision Required Signature & Date: h -FREDERICK COUNTY PUBLIC WORKS DEPARTMENT USE ONLY - Review Number 115 3 4 5 (circle one) Date Approvod . e ?416 •• Please Return Form te.Appiii t** 19 0 REQUEST FOR SITE PLAN COMMENTS Frederick County Inspections Department Comment Mail to: Frederick County inspections Department Attn: Building Official 107 North Kent Street, Winchester, Virginia 22601 Hand deliver to: Frederick County Inspections Dept. 107 North Kent Street, 2nd Floor Winchester, Virginia 22601 Phone: (540) 665-5650 Applicant: It is your responsibility to complete this force as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the Site Plan with this sheet. Applicant's Name: Cart L Snyder, Jr.. P.E. (Valley Engineer) Mailing Address: 3231 Peoples Drive Harrisonburg, Virginia 22801 Telephone:, 540.434-6365 RECEIVED sn Name of development and/or description of the request: Frederick County ShenValley. LLC - Parking & Site Drainage 9,girWorks & Inspections Location of Property: 310 Tyson Drive, Winchester, Virginia 22803 Inspections Department Comments: FREDERICK COUNTY INSPECTIONS DEPARTMENT USE ONLY - Date Received -71141 /.f Review Number l 193 4 5 (circle one) Date Reviewed t1101 s Revision Required Date Approved I Signature & Date: t ' 4 **Please Return For to plicant** I c� .... .. -- -- .._.... __....... _.:.__ ... t Accessible parking and unloading quantities shall comply with T1106.1 (1) and T1106.1 (2) of the 2012 Uniform Statewide Building Code/International Building Code and 2009 ANSI Al 17.1- 09 Accessible and Usable Buildings and Facilities. Additional parking may require an increase in accessible and van accessible parking and unloading as required per ANSI Al 17.1-09. Please identify the location and quantity of new and/or existing accessible parking spaces compared to available (total) parking provided. Accessible signage shall comply with Section 1106.8 Accessible parking and loading shall not exceed 1/4" or 2% slope. Parking shall be located on the shortest accessible route to the main entrances. Where multiple entrances are provided, the parking shall be dispersed. Please identify the accessible route from the accessible parking and unloading area to entrances. Accessible route shall not exceed 5% slope. Please provide elevation marks along accessible route. 10/7/2015 Revisions approved as submitted • July 30, 2015 Mr. Carl Snyder Jr., PE Valley Engineering 3231 Peoples Drive Harrisonburg, Virginia 22801 0 COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 Fax: 540/665-6395 Re: Review Comments for Site Plan #20-15; ShenValley, LLC Parking & Drainage Property Identification Number (PIN): 43-19-31 Dear Mr. Snyder: Planning Staff has reviewed the above -referenced site plan to determine if administrative approval can be granted. At this time, administrative approval cannot be granted. This site plan is denied until the issues in this letter, as well as all issues of the other review agencies, have been adequately addressed. Please review Staff's comments listed below and then prepare a revised site plan which adequately addresses each concern. Review Comments 1. Approval Block. On the coversheet add "Zoning Administrator" to the signature block. 2. Parking Lot Islands. On sheet C4.01 remove the pavement hatching from the front islands. 3. Landscaping Table and Notes. On sheet C4.01 show the shrub height at 36", evergreen screening is required along the entire parking bay as indicated on sheet C4.01 unless the fence along that side is board on board. 4. Landscaping Notes. On sheet C4.01 provide the following notes: (1) all planting shall conform with §165-203.01E of the Frederick County Zoning Ordinance (Plant selection, planting procedure, and maintenance), and (2) any plant substitutions must be approved in writing by the Frederick County Planning Department. After you have revised the site plan, please resubmit one copy so that I may verify the information contained on the plan. I will need all approved review agency comment sheets and at least five copies of the final plan for approval. Comment sheets are required from the following agencies: the Frederick County Inspections Department, the Frederick County Engineer, and the Frederick County Fire Marshal. 107 North Kent Street, Suite 202 9 Winchester, Virginia 22601-5000 0 0 Page 2 Mr. Carl Snyder, Jr., PE Re: Site Plan #20-15 July 30, 2015 Sincerely, Candice E. Perkins, AICP Senior Planner CEP/pd Enclosure cc: InterChange Group, Inc, 1346 Pleasants Dr, Suite 6, Harrisonburg, VA 22801 2 9 El SITE PLAN APPLICATION - Of Fee Use Only- i Date Application Received: I Application #: Fees Received: t 0 Receipt #: S c1 -311 Initials: Project Title: ShenValley, LLC Parking & Site Drainage Location of Property (Street address) 310 Tyson Drive Winchester, Virginia 22603 Applicant/Designer: Name: Carl L. Snyder, Jr., P.E. (Valley Engineering) Telephone: 540-434-6365 Address: 3231 Peoples Drive Harrisonburg, Virginia 22801 Property Owner (if different than above): Name: Devon Anders (InterChange Group, Inc.) Telephone: 540-433-190a Address: 1346 Pleasants Drive, Suite 6 Harrisonburg, Virginia 22801 5. Property Information: a. Property Identification Number: b. Total acreage of the parcel to be developed: C. Total disturbed area of the parcel: d. Present Use: e. Proposed Use: f. Magisterial District(s) 8 43-19-31 3.0 Acres 3.0 Acres Warehouse / Industrial Warehouse / Industrial Stonewall • 6. Site Plan Type: a. Is this an original or new site plan? b. Is this a revised site plan? If yes provide all previous site plan numbers: c. Is this a minor site plan? If yes provide all previous site plan numbers: Yes II✓ No Yes F-1 No Yes II No - 7. Zoning Information: a. Current Zoning: M-1 b. Was this property Rezoned? Yes El No l V l c. If yes provide the rezoning number for this property: d. Are there any proffers for this property? Y e. Has a MDP been approved for this property? Y f. If yes provide the MDP number for this property: _ 8. Adjoining property zoning and use: North East South West -s ;s No No ✓ USE ZONING Warehouse / Industrial M-1 Warehouse / Industrial M-1 Warehouse / Industrial Warehouse / Industrial M-1 M-1 I have read the material included in this package and understand what is required by the Frederick County Planning Department. I also understand that all required material will be complete prior to the submission of my site plan. Signature: Z Z 4�4- /"11 Date: / / I -l101� E REQUEST FOR SITE PLAN COMMENTS Frederick County Department of Planning & Development Mail to: Frederick County Department of Planning & Development 107 North Kent Street, Winchester, Virginia 22601 Phone: (540) 665-5651 Hand deliver to: Frederick County Department of Planning & Development 107 North Kent Street, 2nd Floor Winchester, Virginia 22601 Applicant: It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the Site Plan with this sheet. Applicant's Name: Carl L. Snyder, Jr., P.E. (Valley Engineer) Mailing Address 3231 Peoples Drive Harrisonburg, Virginia 22801 Name of development and/or description of the request: ShenValley, LLC - Parking & Site Drainage I Location of Property: 310 Tyson Drive, Winchester, Virginia 22803 Telephone: 540-434-6365 Department of Planning &Development Comm .. 15 @15U V �` t .,..,�.�..— -L--u" PLAN I t Date Received _ Date Reviewed _ Revision Required Signature & Date: -PLANNING DEPARTMENT USE ONLY - Review Number 1 2 3 4 5 (circle one) Date Approved ' ** .Please Return Form to Applicant**- 16 Special Limited Power of Attorney County of Frederick, Virginia Frederick Planning Website: www.co.frederick.va.us Department of Planning & Development, County of Frederick, Virginia 107 North Kent Street, Winchester, Virginia 22601 Phone (540) 665-5651 Facsimile (540) 665-6395 Know All Men By These Presents: That 1 (We) 5lipov V--t4Z;T G L G. C/6 (Name), Devon Anders (Phone) 540-433-1900 (Address) 1346 Pleasants Drive, Suite 6, Harrisonburg, Virginia 22801 the owner(s) of all those tracts or parcels of land ("Prope rty") conveyed to m e (us), by deed recorded in the Clerk's Office of the Circuit Court of the County of Frederick, Virginia, by Instrument No. 1529 on Page Parcel: Lot: 31 Block: Section: do hereby make, constitute and appoint: (Name) Carl L. Snyder, Jr., P.E. (Address) 3231 Peoples Drive, Harrisonburg, Virginia 22801 and is described as Subdivision: (Phone) 540-434-6365 To act as my true and lawful attorney -in-fact for and in my (our) nam e, p lace and ste ad with full power and authority I (we) would have if acting personall y to file planning applications for m y (our) a bove described Property, including: _Rezoning (including proffers) Conditional Use Permit _Master Development Plan (Preliminary and Final) _Subdivision Site Plan Variance or Appeal My attorney -in -fact shall have the authority to offer proffered conditions and to make amendments to previously approved proffered conditions except as follows: This authorization shall expire one year from the day it is signed, or until it is otherwise rescinded or modified. In witness thereof, I (we) have hereto set my (our) hand and seal this /`day of 7-4tc-. ���ID��" i S ignature(s) M V_A ✓� State of Virginia, G4ty/County of 1Zeo�,r+GY,wM , To -wit: 1, 0e•1s 11aA K L ll'son Atl sn , a Not ary Public in and for the jurisdicthya certify that the person(s) who sig ned to the foregoing instrum ent personally appeared before 14 rk4owledged a same before me ' the jurisdiction aforesaid this Iy416 day of 7 ,�20 is YMy Commission Expires: 7- Notary Pu lic i-4gk . -71-1-is 15 �OCC��G ,fn�esa���' •';�� Document Approval Form PLEASE REVIEW THE ATTACHED DOCUMENT. IF THIS DOCUMENT MEETS YOUR APPROVAL PLEASE INITIAL AND PROVIDE THE DATE AND TIME OF YOUR APPROVAL. IF THIS DOCUMENT DOES NOT MEET YOUR APPROVAL, PLEASE PROVIDE COMMENTS AS TO WHAT YOU WOULD LIKE TO HAVE COMPLETED. Initials Date & Time Candice ! /(p I 6� Mark Dave Eric Mike John COMMENTS: Received by Clerical Staff (Date & Time): I aC� (S:Office on Blackbox\Forms\Document Approval Form—12/27/13)