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Home My WebLink About38-00 International House of Pancakes (I.H.O.P.) - Shawnee - Backfile (2)COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/678.0682 ZHOP. i O n- 2 o; . S; f e P1a.w 1. c7 a c . 4-o .12,— G(cvod o P-Q 0 . I0o.°—O S,6 fn(. f- � 1, 1 o o l`0 CeSS 107 North Kent Street • Winchester, Virginia 22601-5000 wz 2 Received From af Address For= g5 AMT OF p O ACCOUNT AMT {'AID W t{LL pA�gNCE ouE , Date CASH CHECK MONEY xroEA By '0 001854 7ollars /f4- _ zoo ilia 11JI SITE PLAN CHECKLIST The check!ist below indicates all the information that needs to be submitted as part of the site plan application. All required information must be submitted prior to the final approval of any site plan. The Department of Planning and Development will review the application to ensure that it is complete. If any portion is not included or complete, the site plan application will not be accepted and retumed to the applicant(s). Site Plan Package 1. One set of approved comment sheets are required from the following review agencies prior to final site plan approval. It is recommended that applicants contact the Department of Planning and Development to determine which review agencies are relevant to their site plan application. Virginia Department of Transportation NOCT) � ly M County Heaith Department Frederck County Sanitation Authority �'0 001411Mertt" v City of Winchester / LA+jl1'}-ias 1 1% tYJ Cepartrment of Planning and Cevelcpment " Z -� 'o L) Inspections Department % 2 S • oc Frederick County Engineer (Public Works) Frederck County Fire Marshal Department of Parks and Recreation 2. One copy of the Site Plan application 3. Five Copies of the Final Site Plan for approval 4. One reproducible copy of the Site Plan (if required) 5. A 35mm slide of the Site Plan (if required) Town of Stephens Cifij Town of Middletcwn Airport Authority Scil 3 Water Ccnsemticn Cistrict NOTES File opened t/ Reference Manual updated/number assigned D-base-updated 5 Od File given to Renee' to update Application Action Summary CLOSE OUT FILE: �- Approval (or denial) letter mailed to appllcant/copy made for file _ File stamped "approved", "denied" or ",withdrawn" Reference Manual updated D-bdse updated 3 D� File given to Renee' for final update to Application Action Summary U:lC=1\ComrmnlG ENERIC.TR1C ReVi:cd I IrB8 DESIGN REPORT INTERNATIONAL HOUSE OF PANCAKES WINCHESTER, VIRGINIA PROJECT # 10861-10 JUNE, 2000 1. DESIGN NARRATIVE 2. STORMWATER MANAGEMENT NARRATIVE 3. STORMWATER MANAGEMENT CALCULATIONS 4. SUPPORTING CALCULATIONS 5. MAINTENANCE AGREEMENT Pnt.ton Hur-ris Rust&Assoct<1lcs,p(' ISngine,•rs,Sur•�eyors,Plruiners.f.cindsctipe :\rchitecl:; 116 N. Main Street. tir:dgoivatrr, Virginia 221112 Offices ChcIIILiIIY,V�L. Bridg1ewaLei-,Va. L,cesbu r.g,vo. ` VLI-&ILU JR!acfl,Va 1. DESIGN NARRATIVE The purpose of this design is to construct a restaurant on the grounds currently owned by Alma and James Biggs, and Interstate Properties Company. Once Titans, Inc. has acquired the properties, a boundary line adjustment will be recorded to provide adequate area for the ' construction of the restaurant and associated improvements. Primary access to the site will be from Travelodge Drive. An access point and easement have been ' provided on the western side of the property to allow traffic movement between the two lots. This future lot will have an entrance on 522, and could provide an alternate entry into the facility. ' Existing water, sewer, gas and electric utilities near the property will serve the restaurant. The water and sewer will be provided via mains owned by the City of Winchester, natural gas is to be provided by Shenandoah Gas, and Allegheny Power will provide electric service. ' Fire coverage is to be provided via a proposed hydrant in the utility strip along Rt. 522. A single run of 6" ductile iron pipe will tap into the 12" main along the rear of the property with a tapping ' valve and sleeve. A fire lane has been provided along the front of the parking lot. Stormwater runoff from the improvements will utilize both existing and proposed stormwater ' management facilities. All stormwater runoff from the proposed improvements shall be routed through a proposed underground detention facility, which will reduce the proposed rates of runoff to pre -developed rates for the 2, and 10 year storm events. U 2. STORMWATER MANAGEMENT NARRATIVE ' One third of the site lies within an area currently covered by a stormwater management agreement. A copy of this document is enclosed with the report along with the calculations for the ' pond currently serving the watershed. Stormwater management is provided for the Biggs property, which is not included in the existing stormwater management agreement. Calculations follow for the individual parcels in their pre and post -developed states. ' Hydrograph #15 defines the flow rates into the existing inlet, peaking at 3.2 cfs. The design criteria for the Cracker Barrel facility has been modeled, combined with the flows from the ' existing inlet, and routed through the existing facility. The resulting peak flow rate of 12.07 cfs, shown in hydrograph #22, is less than the allowable rate of 15.29 cfs shown in the calculations for the facility. The existing pond was then modeled in its current state for comparison, and as shown ' in hydrograph # 30, a peak occurs at 12.06 cfs. The effect of this development on the existing facility is negligible. INOTES: ' All calculations have been performed on a Dell Pentium III 500 mhz, using I Iydraflow: Hydrographs for Windows, a windows -based routing program by Intellisolve. F.Vmjms\10x61-1-01Dsg1Rcponr6 27000ip Raton do CII I I Hydrograph Report Page 1 Hyd. No. 17 CRACKER BARREL 10 YR Hydrograph type = Rational Storm frequency = 10 yrs Drainage area = 9.48 ac Intensity = 5.08 in/hr I-D-F Curve = FREDRICK.IDF Hydrograph Discharge Table Time -- Outflow (hrs cfs) 0.02 3.21 0.03 6.42 0.05 9.62 0.07 12.83 0.08 16.04 0.10 19.25 0.12 22.45 0.13 25.66 0.15 28.87 0.17 32.08 0.18 35.28 0.20 38.49 << 0.22 35.28 0.23 32.08 0.25 28.87 0.27 25.66 0.28 22.45 0.30 19.25 0.32 16.04 0.33 12.83 0.35 9.62 0.37 6.42 0.38 3.21 ... End Peak discharge = 38.49 cfs Time interval = 1 min Runoff coeff. _ .8 Time of conc. (Tc) = 12 min Reced. limb factor = 1 Total Volume = 27,715 cult, 0.636 acft Hydrograph Report Page 1 Hyd. No. 18 PROPOSED FLOW TO EX. POND 2 YR Hydrograph type = Combine Storm frequency = 2 yrs 1 st inflow hyd. No. = 14 Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow (hrs) (cfs) (cfs) 0.02 0.35 2.51 0.03 0.80 5.02 0.05 1.12 7.53 0.07 1.55 10.04 0.08 1.98 12.55 0.10 2.30 15.05 0.12 2.50 17.56 0.13 2.59 20.07 0.15 2.60 << 22.58 0.17 2.53 25.09 0.18 2.41 27.60 0.20 2.29 30.11 << 0.22 2.02 27.60 0.23 1.74 25.09 0.25 1.52 22.58 0.27 1.32 20.07 0.28 1.12 17.56 0.30 0.86 15.05 0.32 0.55 12.55 0.33 0.32 10.04 0.35 0.22 7.53 0.37 0.14 5.02 0.38 0.07 2.51 ... End Peak discharge = 32.40 cfs Time interval = 1 min 2nd inflow hyd. No. = 16 Outflow (cfs) 2.85 5.82 8.64 11.59 14.52 17.36 20.06 22.66 25.18 27.62 30.01 32.40 << 29.62 26.83 24.10 21.39 18.68 15.91 13.10 10.36 7.75 5.16 2.58 Total Volume = 23,651 cuft, 0.543 acft Hydrograph Report Hyd. No. 19 PROPOSED FLOW TO EX. POND 10 YR Hydrograph type = Combine Storm frequency = 10 yrs 1 st inflow hyd. No. = 15 Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow (hrs) (cfs) (cfs) 0.02 0.44 3.21 0.03 0.91 6.42 0.05 1.33 9.62 0.07 1.86 12.83 0.08 2.35 16.04 0.10 2.75 19.25 0.12 3.01 22.45 0.13 3.16 25.66 0.15 3.18 << 28.87 0.17 3.10 32.08 0.18 2.99 35.28 0.20 2.89 38.49 << 0.22 2.61 35.28 0.23 2.33 32.08 0.25 2.05 28.87 0.27 1.74 25.66 0.28 1.51 22.45 0.30 1.29 19.25 0.32 1.07 16.04 0.33 0.79 12.83 0.35 0.46 9.62 0.37 0.22 6.42 0.38 0.10 3.21 ... End Peak discharge = 41.38 cfs Time interval = 1 min 2nd inflow hyd. No. = 17 Outflow (cfs) 3.64 7.33 10.95 14.70 18.39 21.99 25.47 28.82 32.05 35.18 38.28 41.38 << 37.90 34.41 30.92 27.41 23.97 20.54 17.11 13.62 10.08 6.63 3.31 Page 1 Total Volume = 30,244 cuft, 0.694 acft Hydrograph Report Hyd. No. 21 ' PROP Q FROM EX POND 2 Hydrograph type = Reservoir ' Storm frequency = 2 yrs Inflow hyd. No. = 18 Max. Elevation = 708.76 ft n F] Storage Indication method used. Hydrograph Discharge Table Time Inflow Elevation (hrs) (cfs) (ft) 0.02 2.85 706.04 0.03 5.82 706.16 0.05 8.64 706.34 0.07 11.59 706.60 0.08 14.52 706.94 0.10 17.36 707.11 0.12 20.06 707.26 0.13 22.66 707.44 0.15 25.18 707.64 0.17 27.62 707.86 0.18 30.01 708.06 0.20 32.40 << 708.20 0.22 29.62 708.34 0.23 26.83 708.45 0.25 24.10 708.55 0.27 21.39 708.63 0.28 18.68 708.69 0.30 15.91 708.73 0.32 13.10 708.75 0.33 10.36 708.76 << 0.35 7.75 708.74 0.37 5.16 708.71 0.38 2.58 708.67 0.40 0.00 708.60 0.42 0.00 708.53 0.43 0.00 708.46 0.45 0.00 708.39 0.47 0.00 708.33 0.48 0.00 708.26 0.50 0.00 708.19 0.52 0.00 708.13 0.53 0.00 708.07 0.55 0.00 708.00 0.57 0.00 707.89 0.58 0.00 707.78 0.60 0.00 707.67 Peak discharge Time interval Reservoir name Max. Storage Page 1 = 11.09 cfs = 1 min = EXISTING FACILI = 13,106 cuft Total Volume = 23,651 cult, 0.543 acft Culy. A Culy. B Culy. C Weir A Weir B Weir C (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 1.47 0.83 - - - - 4.23 2.38 - - - - 6.26 3.52 -- - - - 8.30 4.67 --- - -- - 10.35 5.82 ----- -- --- ---- 11.11 6.32 ---- -- - ---- 11.99 6.75 - - - - 12.82 7.21 - - - - 13.70 8.03 - - - - 14.61 8.98 ---- -- --- --- 15.55 9.64 ---- ---- ----- -- 16.55 9.96 -- --- -- --- 17.48 10.26 - - - - 18.23 10.51 - - -- - 18.83 10.71 - - - - 19.30 10.87 ---- -- -- -- 19.66 10.97 -- -- --- -- 19.89 11.04 ---- --- --- -- 20.02 11.08 - - - - 20.05 11.09 - -- - - 19.97 11.07 - - - - 19.80 11.01 ---- ---- ---- --- 19.53 10.93 --- --- ---- -- 19.16 10.82 ---- --- --- -- 18.73 10.68 - - - - 18.30 10.53 -- - -- - 17.86 10.39 - - - - 17.42 10.24 ---- - --- --- 16.98 10.09 -- --- -- --- 16.53 9.95 ---- --- - -- 16.07 9.80 - -- - - 15.61 9.66 -- - - - 15.14 9.52 - - - - 14.70 9.07 ---- - - - 14.26 8.62 -- -- --- -- 13.83 8.17 ---- -- --- ---- Outflow (cfs) 0.83 2.38 3.52 4.67 5.82 6.32 6.75 7.21 8.03 8.98 9.64 9.96 10.26 10.51 10.71 10.87 10.97 11.04 11.08 11.09 << 11.07 11.01 10.93 10.82 10.68 10.53 10.39 10.24 10.09 9.95 9.80 9.66 9.52 9.07 8.62 8.17 Continues on next page... PROP Q FROM EX POND 2 Page 2 Hydrograph Discharge Table Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.62 0.00 707.57 13.41 7.72 ----- --- -- --- 7.72 0.63 0.00 707.48 13.01 7.32 ---- --- ----- --- 7.32 0.65 0.00 707.39 12.60 7.09 --- ---- --- -- 7.09 0.67 0.00 707.30 12.20 6.86 - - - - 6.86 0.68 0.00 707.22 11.80 6.64 - - - - 6.64 0.70 0.00 707.14 11.31 6.41 - - - - 6.41 0.72 0.00 707.06 10.91 6.18 ---- --- ---- --- 6.18 0.73 0.00 706.94 10.35 5.82 ----- --- - -- 5.82 0.75 0.00 706.70 8.98 5.05 -- --- - - 5.05 0.77 0.00 706.50 7.60 4.27 - - - - 4.27 0.78 0.00 706.34 6.20 3.49 - - - - 3.49 0.80 0.00 706.20 4.84 2.72 - - - - 2.72 0.82 0.00 706.10 3.45 1.94 - ---- -- -- 1.94 0.83 0.00 706.04 1.52 0.86 ---- -- - -- 0.86 0.85 0.00 706.02 0.64 0.36 ---- -- -- - 0.36 0.87 0.00 706.01 0.27 0.15 - - - - 0.15 Wam,10 Hydrograph Report Page 1 ' 'Storm ' Hyd. No. 22 PROP Q FROM EX POND 10 Hydrograph type = Reservoir frequency = 10 rs q Y Y Inflow hyd. No. = 19 Max. Elevation = 709.25 ft Peak discharge Time interval Reservoir name Max. Storage = 12.07 cfs = 1 min = EXISTING FACILI = 18,468 cuft storage Indication method used. Total Volume = 30,244 cult, 0.694 acft ' Hydrograph Discharge Table Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 0.02 3.64 706.06 1.88 1.06 - -- - - 1.06 0.03 7.33 706.21 4.88 2.75 - - - -- 2.75 0.05 10.95 706.46 7.21 4.05 - - - 4.05 ' 0.07 14.70 706.80 9.58 5.39 5.39 0.08 18.39 707.08 10.99 6.24 --- -- --- --- 6.24 0.10 21.99 707.25 11.95 6.72 -- ---- -- --- 6.72 0.12 25.47 707.46 12.91 7.26 7.26 0.13 28.82 707.70 13.94 8.29 - 8.29 0.15 32.05 707.97 15.01 9.39 - - - - 9.39 ' 0.17 35.18 0.18 38.28 708.14 708.32 16.16 17.36 9.83 10.22 9.83 10.22 0.20 41.38 << 708.51 18.59 10.63 -_ 10.63 0.22 37.90 708.70 19.72 10.99 - - - - 10.99 0.23 34.41 708.86 20.65 11.30 11.30 ' 0.25 30.92 709.00 21.41 11.59 = - = 11.59 0.27 27.41 709.09 21.85 11.76 --- ----- --- --- 11.76 0.28 23.97 709.15 22.19 11.89 --- ---- -- --- 11.89 ' 0.30 20.54 709.20 22.44 11.99 -` -� 11.99 0.32 17.11 709.23 22.60 12.04 = 12.04 0.33 13.62 709.25 << 22.68 12.07 - - - - 12.07 << 0.35 10.08 709.25 22.68 12.07 12.07 ' 0.37 6.63 709.23 22.59 12.04 12.04 0.38 3.31 709.20 22.42 11.98 ---- - -- 11.98 0.40 0.00 709.15 22.17 11.88 ---- --- --- -- 11.88 0.42 0.00 709.09 21.88 11.77 11.77 ' 0.43 0.00 709.04 21.58 11.66 - 11.66 0.45 0.00 708.97 21.25 11.53 - - - - 11.53 0.47 0.00 708.90 20.84 11.37 -� - - 11.37 ' 0.48 0.00 708.82 20.43 11.22 11.22 0.50 0.00 708.75 20.01 11.08 -- 11.08 0.52 0.00 708.68 19.60 10.95 - - - - 10.95 0.53 0.00 708.61 19.17 10.83 = 10.83 ' 0.55 0.00 708.54 18.75 10.68 _ - _ 10.68 0.57 0.00 708.47 18.32 10.54 --- -- -- - 10.54 0.58 0.00 708.40 17.88 10.39 -- --- - -- 10.39 ' 0.60 0.00 708.33 17.44 10.25 --- ---- --- --- 10.25 11 Continues on next page... PROP Q FROM EX POND 10 Page 2 ' Hydrograph Discharge Table Time Inflow Elevation Culv. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.62 0.00 708.26 17.00 10.10 - - - - 10.10 0.63 0.00 708.20 16.55 9.96 - _ _ 9•96 0.65 0.00 708.13 16.09 9.81 - 9.81 0.67 0.00 708.07 15.63 9.66 -- ---- --- - 9.66 0.70 0.00 708.01 14.72 9.10 9.52 ' 0.70 0.00 707.89 14.72 - - 9.10 10 9.10 0.72 0.00 707.78 14.28 8.64 - 8.64 0.73 0.00 707.68 13.85 8.19 -- - - - 8.19 0.75 0.00 707.58 13.43 7.74 - _ - 7.74 0.77 0.00 707.48 13.03 7.33 = 7.33 0.78 0.00 707.39 12.62 7.10 -- -- -- - 7.10 0.80 0.00 707.31 12.22 6.87 -- -- ---- ---- 6.87 ' 0.82 0.00 707.22 11.82 6.65 _ 6.65 0.83 0.00 707.14 11.33 6.42 = - 6.42 0.85 0.00 707.06 10.93 6.19 - - - -- 6.19 0.87 0.00 706.95 10.42 5.86 _ = 5.86 ' 0.88 0.00 706.71 9.04 5.08 5.08 0.90 0.00 706.51 7.66 4.31 ---- --- -- -- 4.31 0.92 0.00 706.35 6.27 3.53 - - -- - 3.53 0.93 0.00 706.21 4.90 2.75 _ = 2.75 ' 0.95 0.00 706.11 3.51 _ 1.97 - 1.97 0.97 0.00 706.05 1.60 0.90 - - - -- 0.90 0.98 0.00 706.02 0.68 0.38 - -_ __ 0.38 t 1.00 0.00 706.01 0.28 0.16 0.16 ...End 11 11 FI Hydrograph Report Page 1 Hyd. No. 24 EX FLOW TO EX1 2 YR Hydrograph type = Combine Storm frequency = 10 yrs 1 st inflow hyd. No. = 1 Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow (hrs) (cfs) (cfs) 0.02 0.32 0.18 0.03 0.64 0.36 0.05 0.96 0.54 0.07 1.28 0.72 0.08 1.60 << 0.90 0.10 1.28 1.08 0.12 0.96 1.26 0.13 0.64 1.45 0.15 0.32 1.63 0.17 0.00 1.81 0.18 0.00 1.99 0.20 0.00 2.17 << 0.22 0.00 1.99 0.23 0.00 1.81 0.25 0.00 1.63 0.27 0.00 1.45 0.28 0.00 1.26 0.30 0.00 1.08 0.32 0.00 0.90 0.33 0.00 0.72 0.35 0.00 0.54 0.37 0.00 0.36 0.38 0.00 0.18 ...End Peak discharge = 2.51 cfs Time interval = 1 min 2nd inflow hyd. No. = 3 Outflow (cfs) 0.50 1.00 1.50 2.01 2.51 << 2.37 2.23 2.09 1.95 1.81 1.99 2.17 1.99 1.81 1.63 1.45 1.26 1.08 0.90 0.72 0.54 0.36 0.18 Total Volume = 2,042 cult, 0.047 acft Hydrograph Report Page 1 Hyd. No. 25 EX. FLOW TO EX1 10 YR Hydrograph type = Combine Storm frequency = 10 yrs 1 st inflow hyd. No. = 2 Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow (hrs) (cfs) (cfs) 0.02 0.32 0.23 0.03 0.64 0.46 0.05 0.96 0.69 0.07 1.28 0.92 0.08 1.60 << 1.15 0.10 1.28 1.39 0.12 0.96 1.62 0.13 0.64 1.85 0.15 0.32 2.08 0.17 0.00 2.31 0.18 0.00 2.54 0.20 0.00 2.77 << 0.22 0.00 2.54 0.23 0.00 2.31 0.25 0.00 2.08 0.27 0.00 1.85 0.28 0.00 1.62 0.30 0.00 1.39 0.32 0.00 1.15 0.33 0.00 0.92 0.35 0.00 0.69 0.37 0.00 0.46 0.38 0.00 0.23 ... End Peak discharge = 2.77 cfs Time interval = 1 min 2nd inflow hyd. No. = 4 Outflow (cfs) 0.55 1.10 1.65 2.21 2.76 2.67 2.58 2.49 2.40 2.31 2,54 2.77 << 2.54 2.31 2.08 1.85 1.62 1.39 1.15 0.92 0.69 0.46 0.23 Total Volume = 2,476 cult, 0.057 acft Hydrograph Report Page 1 Hyd. No. 26 EX FLOW TO EX POND 2 YR Hydrograph type = Combine Storm frequency = 10 yrs 1 st inflow hyd. No. = 24 Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow (hrs) (cfs) (cfs) 0.02 0.50 2.51 0.03 1.00 5.02 0.05 1.50 7.53 0.07 2.01 10.04 0.08 2.51 << 12.55 0.10 2.37 15.05 0.12 2.23 17.56 0.13 2.09 20.07 0.15 1.95 22.58 0.17 1.81 25.09 0.18 1.99 27.60 0.20 2.17 30.11 << 0.22 1.99 27.60 0.23 1.81 25.09 0.25 1.63 22.58 0.27 1.45 20.07 0.28 1.26 17.56 0.30 1.08 15.05 0.32 0.90 12.55 0.33 0.72 10.04 0.35 0.54 7.53 0.37 0.36 5.02 0.38 0.18 2.51 ...End Peak discharge = 32.28 cfs Time interval = 1 min 2nd inflow hyd. No. = 16 Outflow (cfs) 3.01 6.02 9.03 12.04 15.05 17.42 19.79 22.16 24.53 26.90 29.59 32.28 << 29.59 26.90 24.21 21.52 18.83 16.14 13.45 10.76 8.07 5.38 2.69 Total Volume = 23,721 cutt, 0.545 acft Hydrograph Report Page 1 Hyd. No. 27 EX FLOW TO EX POND 10 YR Hydrograph type = Combine Storm frequency = 10 yrs 1 st inflow hyd. No. = 25 Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow (hrs) (cfs) (cfs) 0.02 0.55 3.21 0.03 1.10 6.42 0.05 1.65 9.62 0.07 2.21 12.83 0.08 2.76 16.04 0.10 2.67 19.25 0.12 2.58 22.45 0.13 2.49 25.66 0.15 2.40 28.87 0.17 2.31 32.08 0.18 2.54 35.28 0.20 2.77 << 38.49 << 0.22 2.54 35.28 0.23 2.31 32.08 0.25 2.08 28.87 0.27 1.85 25.66 0.28 1.62 22.45 0.30 1.39 19.25 0.32 1.15 16.04 0.33 0.92 12.83 0.35 0.69 9.62 0.37 0.46 6.42 0.38 0.23 3.21 ... End Peak discharge = 41.26 cfs Time interval = 1 min 2nd inflow hyd. No. = 17 Total Volume = 30,191 cult, 0.693 acft Outflow (cfs) 3.76 7.52 11.28 15.04 18.80 21.91 25.03 28.15 31.27 34.39 37.82 41.26 << 37.82 34.39 30.95 27.51 24.07 20.63 17.19 13.75 10.32 6.88 3.44 Hydrograph y Report Page 1 Hyd. No. 29 ' EX. Q FROM EX POND 2 Hydrograph type = Reservoir Peak discharge = 11.09 cfs ' Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 26 Reservoir name = EXISTING FACILI Max. Elevation = 708.76 ft Max. Storage = 13,099 cuft ' 0.545 storage indication method used. Total Volume = 23,721 cult, acft Hydrograph Discharge Table ' Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' - 0.87 0.02 3.01 706.05 1.55 0.87 - - - 0.03 6.02 706.17 4.34 2.44 - - - - 2.44 0.05 9.03 706.36 6.41 3.61 - 3.61 ' 0.07 12.04 706.63 8.51 4.78 -- 4.78 = 0.08 15.05 706.98 10.61 5.97 -- 5.97 0.10 17.42 707.12 11.21 6.37 --- -- --- ----- 6.37 0.12 19.79 707.27 12.06 6.78 _ 6.78 ' 0.13 22.16 707.45 12.86 7.23 _ 7.23 0.15 24.53 707.64 13.71 8.04 - -- - - 8.04 0.17 26.90 707.86 14.58 8.95 --- ---- - - 8.95 ' 0.18 29.59 708.05 15.49 9.62 - -- 9.62 9•94 0.20 32.28 << 708.19 16.49 9.94 - --- - 0.22 29.59 708.33 17.42 10.24 - - - - 10.24 0.23 26.90 708.44 18.17 10.49 = _ 10.49 ' 0.25 24.21 708.54 18.78 10.69 -- 10.69 0.27 21.52 708.62 19.26 10.85 - - --- 10.85 0.28 18.83 708.68 19.62 10.96 -- -- - - 10.96 0.30 16.14 708.73 19.87 11.03 - - 11.03 ' 0.32 13.45 708.75 20.01 11.08 _ - 11.08 0.33 10.76 708.76 << 20.04 11.09 - - - - 11.09 << 0.35 8.07 708.75 19.98 11.07 - - - - 11.07 ' 0.37 5.38 708.72 19.82 11.02 11.02 0.38 2.69 708.67 19.55 10.94 10.94 0.40 0.00 708.61 19.18 10.83 --- -- -- -- 10.83 0.42 0.00 708.54 18.76 10.69 = _ 10.69 ' 0.43 0.00 708.47 18.32 10.54 - 10.54 0.45 0.00 708.40 17.89 10.40 - -- - - 10.40 0.47 0.00 708.33 17.45 10.25 -- -- -- ---- 10.25 ' 0.48 0.00 708.26 17.01 10.10 _- ` ^ 10.10 9•96 0.50 0.00 708.20 16.56 9.96 0.52 0.00 708.13 16.10 9.81 - - - - 9.81 0.53 0.00 708.07 15.64 9.67 = 9.67 ' 0.55 0.00 708.01 15.17 9.53 - 9.53 0.57 0.00 707.90 14.73 9.11 --- ---- -- - 9.11 0.58 0.00 707.78 14.29 8.65 - --- --- --- 8.65 ' 0.60 0.00 707.68 13.86 8.20 --- ----- ---- -- 8.20 Confinues on next page... 1 1 1 1 1 1 1 1 EX. Q FROM EX POND 2 Page 2 Hydrograph Discharge Table Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.62 0.00 707.58 13.44 7.75 --- --- -- -- 7.75 0.63 0.00 707.49 13.03 7.33 ---- - - --- 7.33 0.65 0.00 707.40 12.63 7.11 -- - --- -- 7.11 0.67 0.00 707.31 12.23 6.88 - - - - 6.88 0.68 0.00 707.22 11.83 6.65 - - - - 6.65 0.70 0.00 707.14 11.34 6.43 - - - - 6.43 0.72 0.00 707.06 10.93 6.20 -- - - - 6.20 0.73 0.00 706.95 10.45 5.88 --- - -- -- 5.88 0.75 0.00 706.72 9.07 5.10 - - -- -- 5.10 0.77 0.00 706.52 7.69 4.32 -- - - - 4.32 0.78 0.00 706.35 6.30 3.54 - - - - 3.54 0.80 0.00 706.21 4.92 2.77 -- - - - 2.77 0.82 0.00 706.11 3.54 1.99 - -- -- -- 1.99 0.83 0.00 706.05 1.64 0.92 - -- -- -- 0.92 0.85 0.00 706.02 0.69 0.39 ---- --- --- -- 0.39 0.87 0.00 706.01 0.29 0.16 - - - - 0.16 ... End 11 � I Hydrograph Report Page 1 Hyd. No. 30 EX. Q FROM EX POND 10 Hydrograph type = Reservoir Peak discharge = 12.06 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 27 Reservoir name = EXISTING FACILI Max. Elevation = 709.24 ft Max. Storage = 18,370 cuft Storage Indication method used. Total Volume = 30,191 tuft, 0.693 acft Hydrograph Discharge Table Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.02 3.76 706.06 1.94 1.09 - - - - 1.09 0.03 7.52 706.22 4.95 2.79 - - - - 2.79 0.05 11.28 706.47 7.33 4.12 - - - - 4.12 0.07 15.04 706.83 9.74 5.48 -- --- - -- 5.48 0.08 18.80 707.09 11.03 6.28 ----- --- -- -- 6.28 0.10 21.91 707.26 12.01 6.76 --- --- --- -- 6.76 0.12 25.03 707.47 12.95 7.29 - - - - 7.29 0.13 28.15 707.70 13.95 8.30 - - - - 8.30 0.15 31.27 707.96 14.98 9.37 - - - - 9.37 0.17 34.39 708.13 16.10 9.81 -- -- -- -- 9.81 0.18 37.82 708.31 17.28 10.19 --- --- --- --- 10.19 0.20 41.26 << 708.50 18.50 10.60 --- --- -- --- 10.60 0.22 37.82 708.69 19.64 10.97 - - - - 10.97 0.23 34.39 708.85 20.57 11.27 - - - - 11.27 0.25 30.95 708.99 21.34 11.56 -- - - - 11.56 0.27 27.51 709.08 21.79 11.74 -- -- -- --- 11.74 0.28 24.07 709.14 22.14 11.87 --- - --- --- 11.87 0.30 20.63 709.19 22.39 11.97 -- ----- - - 11.97 0.32 17.19 709.23 22.56 12.03 - - - - 12.03 0.33 13.75 709.24 << 22.64 12.06 - - - - 12.06 << 0.35 10.32 709.24 22.64 12.06 - -- - - 12.06 0.37 6.88 709.22 22.56 12.03 -- - -- -- 12.03 0.38 3.44 709.19 22.39 11.97 ----- ---- -- - 11.97 0.40 0.00 709.14 22.14 11.88 - -- ---- -- 11.88 0.42 0.00 709.09 21.85 11.77 - - - - 11.77 0.43 0.00 709.03 21.56 11.65 - - - - 11.65 0.45 0.00 708.97 21.22 11.52 -- - - - 11.52 0.47 0.00 708.89 20.81 11.36 ----- ---- - - - 11.36 0.48 0.00 708.82 20.40 11.21 ---- --- --- - 11.21 0.50 0.00 708.75 19.98 11.07 ----- --- --- -- 11.07 0.52 0.00 708.67 19.56 10.94 - - - - 10.94 0.53 0.00 708.60 19.14 10.82 - - - - 10.82 0.55 0.00 708.53 18.71 10.67 - - - - 10.67 0.57 0.00 708.46 18.28 10.53 --- --- --- - 10.53 0.58 0.00 708.39 17.85 10.38 -- -- - - 10.38 0.60 0.00 708.32 17.41 10.23 ----- -- --- ---- 10.23 Continues on next page... EX. Q FROM EX POND 10 Page 2 Hydrograph Discharge Table Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.62 0.00 708.26 16.96 10.09 - - - - 10.09 0.63 0.00 708.19 16.51 9.94 - - - - 9.94 0.65 0.00 708.13 16.06 9.80 - - - - 9.80 0.67 0.00 708.06 15.59 9.65 --- -- - -- 9.65 0.68 0.00 708.00 15.13 9.51 --- ---- --- -- 9.51 0.70 0.00 707.88 14.68 9.06 -- --- --- --- 9.06 0.72 0.00 707.77 14.24 8.61 - - -- - 8.61 0.73 0.00 707.67 13.82 8.15 - - - - 8.15 0.75 0.00 707.57 13.40 7.70 - - - - 7.70 0.77 0.00 707.48 12.99 7.31 - --- - --- 7.31 0.78 0.00 707.39 12.59 7.08 --- ---- --- --- 7.08 0.80 0.00 707.30 12.19 6.86 ---- ---- - --- 6.86 0.82 0.00 707.21 11.79 6.63 - - - - 6.63 0.83 0.00 707.13 11.29 6.40 - - - - 6.40 0.85 0.00 707.05 10.90 6.18 - -- - - 6.18 0.87 0.00 706.93 10.31 5.80 --- -- -- ---- 5.80 0.88 0.00 706.70 8.93 5.03 --- -- -- ----- 5.03 0.90 0.00 706.50 7.55 4.25 --- - ---- -- 4.25 0.92 0.00 706.33 6.16 3.47 -- - - - 3.47 0.93 0.00 706.20 4.80 2.70 - - - - 2.70 0.95 0.00 706.10 3.41 1.92 -- - - - 1.92 0.97 0.00 706.04 1.47 0.83 ----- --- -- - 0.83 0.98 0.00 706.02 0.62 0.35 -- --- -- -- 0.35 1.00 0.00 706.01 0.26 0.15 -- - -- ---- 0.15 ... End W'R. l 11 ! -:4 jaCSI1liS,1 �R�v�2N�a.L -74:�i12,` DESIOU VID 214MEERINC 1301 HILLSbCR0 AD. 3221 �.� �t 'jpj Co7�7'p` oZ- It,lS:iyILLE, ix :77215 11 NC:LUD1313 r-opn sir) I c� �HJ� TAD 70U ;1DT 1kEmIYE ANY PAR? OF J'HI3 TR1NS.lI SIC", ;r i'�� I, 61 - t69- 12770 VUR F,\.X UU BER 13 W-.M-1376. IP � , I-AJ/ 1)GI }iilll��►� ?��. Zu�1r 221 a Nof�rille, iN 1)213 � 41S%:bi-;2)7 o ' a STIPJI PIPE CAL;IATIIN SIM lEtry1 AA; El(SIAiEE1:#5 - ) 4301 /1CS)f O INN, SIRE 221 PIO)ELT PAMW F" ukt1A1. I.E. 0-51YILLE, IN 37715 m 1Zm I KASTER. H u f=ZiS=. z. •__ ___-ZZ==tSLSLi=SQ A fitROls===T T=i1 T_9•[1 �fS� T-� 3�2=ai m 4m CUM . IEIMID RII T :1ffIUEIIT rmp XSERIMIOI MEA . EFTIC1ENT-� 61Yn4JLAN15iAPE YtEls 1.60 AC. 9.33 - ----- cP.i3 A7EA: ..K At. : 0.95 ur-D' i 4REA: 0.22 AC. 0.95 � TOTAL AREAS -»- 4.48 AC. - --- i£161;E) i"Ntf' CfE3FIC1ElR: 0.71 -------------- � _ ar z=it:==rruassri_ _---• a-�-�L�s=SziZa tts=[asiiszu r ^?_SzszLS==^ ' S�IR!I •:.°E GLILLAilL1S 10-y-ra STARK )ATE 2T-ln-l2 FROR . To : NO 1 PA-Wr : n*-Wt : E111-OFF : ISLET RAIIFAll : Pill : !IATi : Sl.PPC- WELKITT : FIN MATE : IElim T _ F-Vir : PI::(T (AC ) : WT. : l i 1 TIME :7TEISITT: SIZE : >F PIPE : : nni : SIIE : . WA 1 ,)I11mIGE:v(Lrin IfELKITT -:F111 PIPE: FILL 1 RAT]I FMI 1 nT:O :[i4CP�P;IT: AC L : 6IMES : 111*. :ilNfUl : LF. : run : F.I.S. : 1!)1UTE; : txP.ES :(SC. FT.):(t.F.S.:: :(F./.S.) - O ART : I ' OFF -SITE . s : 17.40 : 5.00 &71 - - j 24 34 . MITI : 9.43 . 0.09 . 11 1 :3 :1EE1aK 1-1171-A36 . 1.14 . 2D.0 . 0.62 . a.71 1.06 AREA Cl 11 0." : 1.71 : 4.29 : 21.68 : 5.09 & 11- ' : 24 10 1 0.1195 : 9.19 : 0.24 ; 22 1 22 i1TEEW* 1-1176-06 :.14 : ZM 0.r : 1.31 1.11 J`KlIGM U 13 1:.f41 : 33.28-- -- --.'-- :---:-----: 24 : 115 : 9.2:91 :4.I2 f 6.13 13 1 to :1fi ml l-1171 436 : 2.14 : CA : 0.11 t 13.03 l.tl AIEA t'8 t: 0.13 0.71 0.62 5.4q-- '-'- - ---- : 15 : 51 : 0.0110 : 3.41 : 0.24 : it 118 MENU 1-1171-A36 1 1,23 : L4 : OAT 1 6.94 : 0.51 RD 3 t3 : 6.57 . 6.71 1.71 36.0 : 3.24 . G.70 -:- - - -. -.---- .--- ---:- --. - _---- ` --. -.-- 24 : 42 : 0.0i53 22.36 : 1.13 : 10 1 18 MINU 1-1171-06 : 3.14 : 7%3 : 0.49 : 23.% rn AREA Cl 14 1.rL : 0.71 : 1 4.74-: 7.21 : U3 :-- - . : -. -----i - ---:-^:---- -:-- - O - 1 - -.----,----.---: 15 : 24 : 4.11" 1 7.03 1 0.13 : 22 1 22 :NIEVAI I-117a-A58 : 1.23 :» L4 : 0.36 : 6.94 : 1.03 o AKA Cl 1S : 1.43 . LN L04 .-6.78 . 7.33 &55 . -13 ---- -- . ts� ---. --1-- ----1 ---: -. - -- -- : 44 . 1.1602 : 15.3I.: 0.05-. SI t So :)IEEIAJI 1-1179-" 1.Z3 21.9 . 0.31 17.47 .- 0.66 i2.M i - --. ----. - -----t-•-----.--- --- ----. -- ----:- -- C\jo --- -- -- ---- . -- -. -- ---- - -- - -----. - - - --' - - --' :s . 0.3961 ,-r.A3 . 0.13 ! ..;4 .-21.1 6.15 : 7.:5 . 0.17 r I: "5C :VA31A'.L l0. 5 . •---- - -. - - -.----- ----:----- - -- -- .------- .- ------.- - -:-- -- 2 ---- - :-----•• : - : -- --- :----- -----: 21 : 74 : D. N : 6.93 : O.IB : 1 3.14 : M., i! 47 : 1.17 0.14 'JAIF20-93 WED 10: 40 DESIGN AND EN61MEERINQ DATEI 24-Nov-92 4301 HILLSBORO PK.,STE.221 PROJE0 NAM WINCHESTER, VA 'NASHVILLE, TN 31215 PROJECT NUMBERi CB1689 1615► 269-4271 PROJECT LOCATIONd -81 I ROUTES 17/50 PROJECT MANA6ERi BYRON A. BOHRMAM, P.E. sss3YR223aS.-.=cact3 of atta3aa==C-SLCC===C=CC=C=_.-_a-9___tCt.:C]:t=2t=C! PREDEVELOPMENT RUNOFF INCLUDES OFF -SITE DRAINAGE 10 YEAR STORM EVENT '2_______________!!a1'!'il9IIf!]R!SLItS=2tRYR.-.ttta tttOlII=tlat C===t=ta=232::a L3=f, AREA f 9.5 c. S f 4.63 % C = 40- 35 f Tc = 15 HIM. H = 29 FT. 100) f 4.6 "/HR. ' L a 500 L.F. 9(10) = 15.21 C.F.S.. D(!O) ■ CIA FJST DEVELOPMENT RELEASE RATE MUST NOT EICEED i I30'2! ,S.f•�.'". -----------------------------aerecr=a^asaeraat;stcsttf:tfsataurlui�Yl�3�tst t 100 YEAR STORM EVENT Moo) = 6.6 "/HR. WOO) f 21.94 C.F.S. ------ ------ ---]]aw----rtt:�:WEIGHTEDsagaOFF COEFFIC=a=aecfaesfefnt3f WEIGHTED RUNOFF COEFFICIENT COVER DESCRIPTION I AREA ICOEFFICIENT ------------------------------------------------ ------------------ ------ 69EEN/LANDSCAPE AP.EAs ; 1.80 AC. I 0.35• PAVED A°EA: 1 7.46 AC. ; 0." '81JILDIN% AREAi 1 0.22 AC. 1 0.95 :I --------- ------ .................r--------------------------------- TOTAL AREA: ; 9.48 AG. "-------------------------------..----------------------'---------�• .iY�♦ WEIBHIED RUNOFF COEFFICIENT �4ol �- -- - --- -- --- ------------ TIME IINTEISITYI AF.EA I INFLOW IOUTFLON I STORAGE I STORAGE I MIN. ; IN./HR. ; KRES ; C.F.G. ; C.F.S. ; RATE I I I ; C.F.S. 1 I 5Sam SS=sa===aasfaacaarecs3r=aacls taSacr3t:'at3s3=nsa2Rfaa l lasax aRsl.rastt 'c�.84 ; 5 ; ' 6.70 ; 9.5 ; 53.22 ; 15.19 i 31,91 ; 11316 !' 0.84 ; to ; 5,50 ; 9.5.;, 43.68 ; 15.29 I 28,39 I 17034 1 0.84 1 15 1 4.60 1 9.5 I 36.54 1 15.29 1 21.24 1 19117 1 0.84 ; 20 1 3.10 1 9.5 ; 30.93 ; 15.29 ; 15,68 1 18019 1 '0.84 ; 30 1 3.05 1 9.5 1 24.23 1 15.29 1 9.93 1 16075 I;. 0.84 1 40 1 2.50 ; 9.5 ; 19.86 I 15.29 I 4.56 1 10948 1 3.84 I 50 ; 2.15 ; 9.5 ; 17.08 1 15.29 1 1.78 1 5346 1 ' -0.84 ; 60 ; 1.90 1 9.5 1 15.01 ; 15.29 ; -0.20 1 -734 1 C 33Carcs a 2s0encr_==2==e==c=====:===_==___======3=eee e f cfa stltftt MAIINUM STORA9i REQUIRED FOR A 10 YR. STORM It c�';ail.�li►` i 100 YEAR STORM EVENT� . 1(100) 6.6 /HR. 9(100) '==:=====ste�asassfs:ceea=aeee_�:ca==:=====ttt=eat=e3erasertRtsaaaaea==:e=t= TIME ;INTENSITY; AREA 1 INFLOW IOUTFLOW ; STORAGE 1 31DRAGE I. C NTN. 1 IN./HR. 1 ACRES ; C.F.S. C.F.S. I RATE I C.F. I I C.F.S. I I ccat.lsatttetf�=s=3=.tee]=e 0.94 : 5; 9.20 I 9,5 1 73.07 1 15.29 1 5?.78 1 17333 I 0.04 ; 10 I 1.75 1 9.5 ; 61.56 ; 15.29 1 46.26 1 27757 1 0.84 ; 15 ; 6.6C 1 1.5 32.42 ; 15.29 1 37.13 1 �6i ' 0.84 ; 20 ; 5.65 ; 9.5 1 44.88 1 11.29 I 29.98 1 � 0.04 1 30 1 4.j0 ; 9.5 1 34.95 1 15.21 1 13.65 1 35315 1 '0.84 ; 40 1 3.60 ; 9.5 28.59 1 15.29 : 13.30 1 31917 1 0.84 50 1 3.10 ; 9.5 I 24.62 ; 15.29 1 9.33 1 27982 1 0.84 64 2.15 t 9.5 ; 21.84 I 15.29 1 c r%' ' pre dev Q to �5.29 Cf5 19,117 c.f el '15 c{s P. 03 o DESIGN A!!4 EN6INEERiNS DATE: 25-Mv-92 a 4301 HILLSEDRO PL,31Z-221 PR0IECT NAME: IFlNiklESTER, VA IH1MLLE, TN 37215 PROJECT NMR: CB16OO t615) 269-4277 PROJECT LDCAT1011::-11 i ROUTES 11154 ?ROJECT WMER: lYRON A. MW, P.E. 711 ;70 i i FOND AREA STAGE AREA AV6 ; S70RAGE ; ' . uT) an AREA (cr) iP 707 ! 27" : 0 f 0 --1 — 70S ! 6795 : 1"9 4717 1 701. ; 11450 its 13TM T10 : 13233 1132 : 26561 ; � o � o � 3 10fi cn to ZO rn O �GV - STorZAv� � looms �} ' JAN-20-93 WED 10:41 P. 05 � I � I � I DESIN AND ENSINEERINB 4301 H[LLSBORO ROAD, SUITE 221 NASHVILLE, TENNESSEE 37215 '(6i5) 269-4277 (615) 297-3326 (FAX) DATE: 1 11125/92 PROJECT NAME: WINCHESTER, VA PROJECT NUMBER: C01601 PROJECT LOCATION: 1-81 It ROUTES 17150 PROJECT MANA6ERi BYRON A. BOHRIAN, P.E. ;MAX. ALLOW. OUTFLOW (9,CF9): 15.23 MAX. HEAD (H,FT)i , 3.41 !:OVERFLOW ELEVATION: 709.41 ORIFICE COEFF (C)t 0.61 ' :ORIFICE INVERT ELEVATION: 706.00 OUTFLOW E9N: i = CfAfSORT(2f32.2fH) ---'---�---.za-__.==cr-cs'--_--_'-r--=--�'--__'__--'-'-==7^_-=•-�===L= ==�=7'�--^----CSL=aat ! - --- 6.00 1 0.20 1 1.71 1 0.11 11 0.35 : 3.0b ! 0.20 !! 11.00 1 0.71 1 6.56 1 0.43 11 15.00 1 1.23 1 10.03 1 0.66 :1 19.00 1 1.77 : 14.11 : 0.92 :: 24.00 1 3,14 1 23.97 1 1.56 11 0�5IGN AND ENEINEERIN9 '4301 MILLSBORO ROAD, SUITE 221 MASHVILLE, TENNESSEE 37215 (615) 269-4277 DATEi 11/25/91 PROJECT NAMFi WINCHESTER, VA PROJECT NUMBER! C81689 PROJECT LOCATION: 1-01 4 ROUTES 17/50 ' (6l5) 291-3326 (FAX) ^ ---_ ^ ' '- PROJECT NANA6ER: BYRON A. BOHRMAN, P,E. -•-----=ss=ssssssi-se=;=-sc=-s-_-_-_-s_s s= s-s--ssse-s-cc;--s■ascssasaata.c^_c==s=ta_s=c==ss �!MAX. ALLUW. OUTFLOW (D,CFS): 21.94 (100 YR) MAI;. HEAD (H,FT): 4.59 :0')EPFLOW ELEVATION; 710.59 ORIFICE COEFF (C); 0.61 ::ORiFILE INVERT ELEVATION: 706.00 OUTFLOW EAN: 9 ■ CfAFSAPI (2f32.2lh) 6.00 : 0.21) 0.03 8.00 : 0,35 : 3.53 { 0.16 l: 12,00 1 0.79 1 7.78 : 0.35 11 : 15.00 { 1.23 11.96 1 0.55 .. !I 18.00 : 1.77 ! 16.95 1 0.77 1: 24,01) : 3.14 : 29.14 : 1.33 :: � I ' '0-2'0-93 WED 10:41 1000 900 ' sov Too -- S 0 0 / 500 . PAVED ' 400 � 3 0 z 1 00 HA ' $O 11' OC ti POOR ' Lu BASS z S ACE 100 AVER. H 90 GRASS 0 SURFACE J ' TO DENSE GRASS 6 9 SURFACE ' J 70 •0 ' 30 ' 20 ,a P. 06 Rev. Met", 1173 35 30 tnoigth - 200 Not Avenge qr.s■ svtes• lope • 4% •Mr"j," Time alsales - 20 v1 ki O.S W Z 1 S ►- JIL I ' 2.0 3.0 �' z 10 ,, w • 10 I l \ OvEPILANO FLOW T1t1E - - iJAN-20-93 WED 10:42 P. 07 11 1992 IN a RE �1 1\� mansm 0 0 EMENE MENIM.- a Wh M a - NO MEMMEM&M ■cam Source: VDOT Plate 5-11 � I � I � I JAI-20-93 WED 10:42 P. 08 ONAC E, �HftkAbL- ter UKHULiL L.UIVIVU 1/-\1 IUIN-4) Q� Cross-seC/;Olc, 1 area o! hraiarwoJa/. — — p= w¢tted per;m�le� Fo,-,o;�o es fu// or/'h0'• full R=Q ' R - P - Hydtour;c rodi"s. 5ECTION O-F ANY CHANNEL SECTION OFCIRCULAR PIPE �Avercre or meon ve%cily in feef per second. - a V-Dischorge of pipe or chcnne/ in cubic feet per Second (c.f s.). = Coefficient of roughness of,oipe or channel surfvice , sec Table A-Lg..5-26. S/vPe of f/yc�roulie Grodienl` (n� surfoce ire open chdnneJs oc pipes not urrc'er Pressor¢, same as slope of ehonne/ or pi�oe invert only yvhen f/ow JS uniJfOrrn ire Con secflon. l I G. A— ,00 90 80 70 60 so .40 3e 20 10 HYDRAULIC ELZMEN 5 OF_QHI N E L _ CT ION . 0 10 20 30 do 50 Co 70 80 90 100 110 120 HYDRAULIC ELEMEN-T-5 ' PER CENT OF VALUE FOR FULL SECTION (APPROXIMATE) MGLF- Given : Diacho,-ge �12C fs- Throu�- gh o pipe which hos apcacify f/owing f i�ull of Cr city of 7 o ff r .see. Re el%vaf /0 'of V Jiar Q' I2 e. f 5. .'. perce.�fcge of'fu!/ disc/fory� " Rd� • Z;l c.5vrf al 60Y. of value {� ��//_s<c�icn vf•uc'rov/ic Eiemenfs,i�d Y-//2.5/.x7-7.9 ff per sec. • IJAN*40-93 WED 10:43 10 .9 8 1 7 ' 6 ' S 1 , ' L4 c[ . Q ' Z - a3 ' O � \I a , i W2 1 fCe ^ 1L O ' w tie 19 .8 t •7 Discharge vs Depth On Grate R-1878-AlG....A or C ...0.5 A-187842G. ,'..A or C ...0 8 square R-1878-A3C' .... A or C ...1.0 R-1878-A4G....A or C ...1.1 C.Iole� N�mGer A i t R-1878-A5G . A or C ... 2.2 5011A LIJ open Oro e ft-1878-AeG.... A or C. . .2.7 1t-li7s Ali fIffl-kidMix 13% I% 1 M A-1878-A7G .... A or C ...1.0 A-1878-A8G.... A or C ... 2.3 R-1279 AU A 117t A30 1/ x is 1►A fix 1 • R-1878-A9G....A or C ...2.b R-ti7i All R-1/T/-A30 lox 20 14S 11 x 11 A-187"1CQ...A of C...3.0 I 100 R-1/76A41 C• R7/- 10 211 dil- 1 40 x 20 90 R-1/7"3L R-1a/-Asa 23Six23Y� I% 32x73 R•1/7/-Ail 11-111MA40 25:Y4x2W I% 24 x 14 80 "I jjAll R•1/7/-A70 27% x 2iA 115 24 x 74 R•1/7/-A/L 1•187/-A/0 2914 x 791A IY. 44 x !/ 70 R•1/7/-AR 1-1/19-A110 31Vx311Vi 30x30 10 Lry R-147LAICK- R-1/7LA1p0' 37237 1l5 34 x 34 _ A • V l/a �— LU A 0.• N I 30 a U.LL 20 3 W LU 10 Q O 9 °C a UJ to 9 0 4 a ` do O •8 Uj { 5 � •7 Q 1 LU 0 'S Cie 3 = A 2 A .3 I THIS DEED OF DEDICATION AND DECLARATION OF PLAT, made this 25th day of February, 1983 by OLD DOMINION SAVINGS AND LOAN ASSOCIATION, a Virginia corporation, party of the first }dart, INTERSTATE PROPERTIES LIMITED PARTNERSHIP, a Virqinia limited partnership, party of the second part and the COUNTY OF FREDERICK, VIRGINIA, party of the third Dart. WHEREAS, OLD DOMINION SAVINGS AND LOAN ASSOCIATION is the owner in fee simple of the hereinafter described real estate, and WHEREAS, under the terms of an unrecorded Real Estate Sales Contract dated October 12, 1982 OLD DOMINION SAVINGS AND LOAN ASSOCIATION agreed to sell said real estate to Interstate Properties, a Virginia partnership which, in turn, assigned all of its rights under said contract to INTERSTATE PROPERTIES LIMITED PARTNERSHIP, by Assignment dated February 25, 1983, and WHEREAS, OLD DOMINION SAVINGS AND LOAN ASSOCIATION and INTERSTATE PROPERTIES LIMITED PARTNERSHIP desire to subdivide said property, to make certain covenants and stipulations with reference to said property and to dedicate to public use the streets shown on the attached plat, NOW, THEREFORE, THIS DEED OF DEDICATION AND DECLARATION OF PLAT, WITNESSETH: That for valuable consideration and the benefits which will accrue by reason of this Deed of Dedication and Declaration of Plat, the party of the first part and the party of the second part with their ;Free consent and in accordance with their desires do hereby subdivide the property as shown on the attached final plat of INTERSTATE PROPERTIES SUBDIVISION made by H. Bruce Edens, C.L.S., dated February 21, 1983, said real estate being subdivided into five (5) parcels, ' shown on said plat as Parcel 1, Parcel 2, Parcel 3, Parcel 4 and Parcel 5, and being the same real estate conveyed to ' OLD DOMINION SAVINGS AND LOAN ASSOCIATION by'Deed of UCM Corp., n California corporation dated March 8, 1979, of record in the ' Office of the Clerk of. the Circuit Court of Frederick County, ' Virginia in Deed Rook 506, at Page 3.41. The party of the first Part and the party of the second ' part do hereby dedicate to the COUNTY of rn=RICI', VIRCINIA all of the streets shown on the plat of said property. ' All parties, includinq corporations, who now own or shall hereafter acquire any right, title or interest in any land in ' said subdivision shall be taken as held to agree with the owners of the aforedeacribed land and with their successors ' and assigns to conform to and observe the following covenants ' and stipulations to run with the land and to relate to the entire subdivisions ' 1. INTERSTATE PROPERTIES LIMITED PARTNERSHIP shall construct a retention -basin, a thirty inch concrete pipe leadin(I ' from a curb inlet across Parcel 4 to the retention basin and a spillway twenty feet in width as Shown on the attached final ' plat, the purpose of such basin and spillway being to provide a collecting and runoff area for surface water.from the roads PROPERTIES SUBDIVISION. and other areas within the INTERSTATE All the -above facilities shall be constructed to the specifica- tions shown on the attached final plat anal/or Virginia ' nepartment of Highways and Transportation specifications. 2. The cost of maintenance of the retention basin, the ' thirty inch concrete pipe and the twenty foot spillway, as shown on the attached final platy shall be borne by the owners ' of each numbered parcel, pro rata, bared upon the ratio of the ' -2- area of each such numbered parcel to the total area of all of the numbered parcels. 3. INTERSTATE PROPERTIES LIMITED PARTNERSHIP shall also construct a surface water drainage system comprising manholes, curb inlets and concrete pipes as shown on the attached final plat. The responsibility for and cost of maintenance of those portions of the system (with the exception of the portion referred to in Paragraph 2 above) not within the bord6ra of roads accepted for maintenance by the Virginia Department of Highways and Transportation located in the subdivision shall be borne by the owner of the numbered parcel wherein such portion of the surface water drainage system is located. 4. The owners of the numbered parcels shall have the right of ingress and egress to and from Parcel 4 for the purpose of inspecting, repairing, maintaining and replacing the.retiention basin, the thirty inch concrete pipe and the twenty foot spillway referred to in Paragraph 2, above. They shall also have an easement or right of way comprising an area ten feet on either side of the centerline of said pipe, the area of the retention.basin and an.area of a uniform width of twenty feet around it as well as the area of the spillway and an area twenty feet on either side of it for the purpose of performing such functions. S. The COUNTY OF MDERICK, VIRGINIA is hereby granted a perpetual easement ten (10) feet on either aide of the centerline of the pipes, manholes and curb inlets shown on the attached plat and i■ further granted a perpetual easement comprising the area of the retention basin and an additional area having a uniform width of twenty (20) feet around it as well -3- as the area of the spillway and an area twenty (20) feet in width on either side of it, with a perpetual easement and the ' .. right to ereot, construct, install and lay and thereafter use, inspect, repair, maintain, replace and remove the surface water drainage system or any part thereof, together with the right of ingress and egress over the real estate shown on said plat for the purposes of said easement. 6. In the event of failure on the part of the responsi-ble property owner or owners referred to in Paragraphs 2 and 3 hereinabove to.properly maintain the surface water drainage system within ten (10) days of receipt of a written request by a duly designated ggent of the COUNTY OF FREDERICK, VIRGINiA, the COUNTY OF TREDERICK, VIRGINIA shall have the right to -'.-; perform such maintenance or cause such maintenance to be performed, and the responsible property owner or owners shall be liable to _ the COUNTY of FREDERICK, VIRGINIA for the cost of such maintenance. Any determination by the duly authorized agent of the . COUNTY of PREDERICK, VIRGINIA as to what maintenance is necessary shall be final and binding on the responsible landowner or Iandowners. 7. The owners of the numbered parcels shall indemnify and hold harmless the Commonwealth of Virginia, the Commonwealth of Virginia Department of Highways and Transportation and the COUNTY OF FREDERICK, VIRGINIA from any and all claim or claims for taking and/or damaging pursuant to the provisions of 4' Article I, Section 11 of the Revised Constitution of Virginia of property of any and all land9wners who might be adversely A. affected by drainage which exits the boundaries of INTERSTATE PROPERTIES SUBDIVISION such indemnification to be made by the owners of each numbered parcel, pro rats, based upon the ratio of the area of each numbered parcel to the total area of all of the numbered parcels. 9. The owners of the numbered parcels shall indemnify and hold harmless the Commonwealth of Virginia, the Virginia Department of Highways and Transportation and the COUNTY Of FREDERICX, VIRGINIA from any and all costs or expenses incurred as a result of the denial, settlement and/or litigation of such claims for taking and/or damages from drainage from INTERSTATE PROPERTIES SUBDIVISION, such indemnification to be made by the owners of each numbered parcel, pro rata, based upon the ratio of the area of each such numbered parcel to the total area of all of the numbered parcels. 9. The owners of the numbered parcels shall reimburse the Virginia Department of Highways and Transportation and the COUNTY OF FREDERICK, VIRGINIA for repairs to roadways -damaged as a result of lack of proper maintenance of the surface water drainage system, such indemnification to be made by the owners of each numbered parcel, pro rats, based upon the ratio of the area of each numbered parcel to the total area of all of the numbered parcels. 10. The owner of any of the numbered parcels or the COUNTY OF FREDERICK# VIRGINIA may seek redress at law or -in equity to enforce compliance with .any of the foregoing covenants and stipulations, and all costs of any proceedings, including attorneys fees, shall be paid by the lot owner or owners held to have violated any one or more of the covenants and stipula- tions. 11. Invalidation of any one of these covenants and stipulations by judgment or court order shall in no way invalidate any other covenants, stipulations and provisions -5- herein and such other covenants, stipulations and provisions herein shall remain in full force and effect. WITNESS the following signatures and seals: ,}W�.'-'`�•_', OLD DOMINION RAVINGS AND LOAN �{Y.,:,.•. ASSOCIATION 11 }tf•�lt}• By ( SEAM. ) Preg ' ATTEST: Secretary INTERSTATE PROPERTIES LIMITED PARTNERSHIP, IPC; PARTNERSHIP, ' GENERAL PARTNER By b SEAL ) Sing a so , , Partner ;.:.;. By (SEAL) {YINn-T F. K to , Partner (SEAL Y) a ---J- rdVHI Hinman, . ,. Partner a - (sue) Ii. Tdckei Wife, Jr . , Pa tner By s Bowman, ALPartner (SE) :•tfx✓l Ll:.l .� STATE OF VIRGINIA of U"C_0� , to -wit: I, _CO3A-d,1a Qt , l a Notary Public in and for the State and aforesaid, do hereby certify that -�. whose name is signed to the above writing on behalf of Old Dominion Savings and Loan Association -as its President and whose name is signed to the above writing on behalf of said corporation as its have acknowledged the same to be the act and deed of said corporation before me in my State and CL�L4 aforesaid. Given under my hand this day of 1983. My Commission expires 1, 1983 Notary Public STATE OF VIRGINIA Of 0L1-P d'eA r, ) to -wit: c .I, , a Notary Public in and for the State and Lojm aforesaid, do hereby certify that Langdon Gibson, II, whose name is signed to the foregoing writing has this day personally before me and acknowledged the same. 1983. Given under my hand this '"�� day of My Commission expires ()'U!5( r / � � 5 l%f1(9. Notary Pub Uc STATE OF VIRGINIA of Cl �,�.�� ) , to -wit: z, S�.�L�l�.• •Notary Public in and Eor the State and aforesaid,.do hereby certify that "John F. Xinter, whose name is signed to the foregoing writing has this day personally appeared before me and acknow.r lodged the name. 1983. Given under my hand this L� �-°� day of Z2h&cA My Commission expires . i. STATE OF VXRGINIA of 't'4Ato—wits Z, Itiu , a Notary Public in and for the State and aforesaid, do hereby certify that Crawford H. Hinman, Jr., whose name is signed to the foregoing writing.has this day personally appeared before me and acknowledged the same. Given under my hand this day of >1.:... 1983. My Commission expires Notary 1public -a- Summary Report Page 1 lHydrograph Hyd. No, Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (acft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 Rational 1.6 1 5 0.01 10 -- -- --- PRE -2YR (BIGG 2 Rational 1.6 1 5 0.01 10 --- - - PRE -10YR (BIG 3 Rational 2.2 1 12 0.04 2 -- -- PRE 2YR INTER 4 Rational 2.8 1 12 0.05 10 ---- -- --- PRE 10 YR INTE 5 Rational 4.6 1 5 0.03 2 - -- ---- POST -2YR (BIG 6 Rational 5.9 1 5 0.04 10 - -- --- POST -10YR (BI 8 Reservoir 2.0 1 8 0.03 2 5 21.10 688 2 YEAR IHOP RO 9 Reservoir 2.4 1 8 0.04 10 6 21.76 943 10 YEAR IHOP R 11 Rational 0.8 1 12 0.01 2 - -- --- REMAINDER 2YE 12 Rational 1.1 1 12 0.02 10 -- -- ----- REMAINDER 10 Y 14 Combine 2.6 1 9 0.05 2 8 + 11 ---- ---- PROP. 2 YEAR F 15 Combine 3.2 1 9 0.06 10 9 + 12 --- PROP. 10 YEAR 16 Rational 30.1 1 12 0.50 2 ---- ---- - CRACKER BARREL 17 Rational 38.5 1 12 0.64 10 -- -- -- CRACKER BARREL 18 Combine 32.4 1 12 0.54 2 14 + 16 -- -- PROPOSED FLOW 19 Combine 41.4 1 12 0.69 10 15 + 17 -- -- PROPOSED FLOW 21 Reservoir 11.1 1 20 0.54 2 18 708.76 13106 PROP Q FROM EX 12.1 1 20 0.69 10 19 709.25 18468 PROP O FROM EX 22 Reservoir 24 Combine 2.5 1 5 0.05 10 1 + 3 --- - EX FLOW TO EX1 25 Combine 2.8 1 12 0.06 10 2 + 4 -- - EX. FLOW TO EX 26 Combine 32.3 1 12 0.54 10 24 + 16 -- - - - EX FLOW TO EX 27 Combine 41.3 1 12 0.69 10 25 + 17 ---- --- EX FLOW TO EX 29 Reservoir 11.1 1 20 0.54 10 26 708.76 13099 EX. Q FROM EX 30 Reservoir 12.1 1 20 0.69 10 27 709.24 18370 EX. Q FROM EX Proj. file: 10861ALL.GPW OF file: FREDRICK.IDF Run date: 06-28-2000 Reservoir Report Page 1 Reservoir No. 1 PIPE STORAGE Culvert / Orifice Structures Weir Structures [A] [B] [C] [A] [B] [C] Rise (in) = 18.0 8.0 0.0 Crest Len (ft) = 5.0 0.0 0.0 Span (in) = 18.0 8.0 0.0 Crest El. (ft) = 22.30 0.00 0.00 No. Barrels = 1 1 0 Weir Coeff. = 3.00 3.00 3.00 Invert El. (ft) = 19.30 19.30 0.00 Eqn. Exp. = 1.50 1.50 1.50 Length (ft) = 80.0 0.0 0.0 Multi -Stage = Yes No No Slope (%) = 1.00 0.00 0.00 N-Value = .013 .013 .013 Orif. Coeff. = 0.60 0.60 0.60 Mufti -Stage = - Yes No Tailwater Elevation = 0.00 ft Note: All outflows have been analyzed under inlet and outlet control Stage / Storage / Discharge Table Stage Storage Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.0 00 19.25 0.00 0.00 - 0.00 - - 0.00 0.0 06 19.28 0.00 0.00 - 0.00 - - 0.00 0.1 11 19.31 0.60 0.12 - 0.00 - - 0.12 0.1 17 19.34 1.20 0.24 -- 0.00 -- -- 0.24 0.1 22 19.37 1.59 0.31 - 0.00 - - 0.31 0.2 28 19.40 1.90 0.38 -- 0.00 -- -- 0.38 0.2 33 19.43 2.17 0.43 - 0.00 - - 0.43 0.2 39 19.46 2.41 0.48 - 0.00 - - 0.48 0.2 44 19.49 2.62 0.52 - 0.00 -- - 0.52 0.3 50 19.52 2.82 0.56 -- 0.00 - - 0.56 0.3 55 19.55 3.01 0.59 - 0.00 --- -- 0.59 0.3 65 19.58 3.18 0.63 -- 0.00 -- -- 0.63 0.4 74 19.61 3.35 0.66 - 0.00 - - 0.66 0.4 84 19.64 3.51 0.69 - 0.00 - - 0.69 0.4 94 19.67 3.66 0.72 -- 0.00 -- -- 0.72 0.4 104 19.70 3.81 0.75 - 0.00 - - 0.75 0.5 113 19.73 3.95 0.78 --- 0.00 - -- 0.78 0.5 123 19.76 4.08 0.81 -- 0.00 - -- 0.81 0.5 133 19.79 4.21 0.83 -- 0.00 - - 0.83 0.6 142 19.82 4.34 0.86 - 0.00 - - 0.86 0.6 152 19.85 4.46 0.88 - 0.00 - - 0.88 0.6 164 19.88 4.58 0.91 - 0.00 - - 0.91 0.7 175 19.91 4.70 0.93 -- 0.00 - - 0.93 0.7 187 19.94 4.81 0.95 -- 0.00 -- --- 0.95 Continues on next page.., ' PIPE STORAGE Page 2 Stage / Storage / Discharge Table Stage Storage Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Discharge I' (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.7 198 19.97 4.92 0.98 - 0.00 - - 0.98 0.7 210 20.00 5.03 1.02 0.00 - 1.02 0.8 221 20.03 5.14 1.06 - _ 0.00 1.06 0.8 233 20.06 5.25 1.10 -- 0.00 - - 1.10 0.8 244 20.09 5.35 1.14 -- 0.00 -- -- 1.14 ' 0.9 256 20.12 5.45 1.17 0.00 1.17 0.9 267 20.15 5.55 1.21 _- - - 0.00 1.21 0.9 280 20.18 5.64 1.24 - 0.00 - - 1.24 1.0 293 20.21 5.74 1.28 0.00 - _ 1.28 ' 1.0 306 20.24 5.83 1.31 - 0.00 1.31 1.0 319 20.27 5.93 1.34 - 0.00 -- - 1.34 1.0 332 20.30 6.02 1.37 -- 0.00 - - 1.37 1.1 344 20.33 6.11 1.38 0.00 - 1.38 ' 1.1 357 20.36 6.19 1.43 - - 0.00 1.43 1.1 370 20.39 6.28 1.46 -- 0.00 - - 1.46 1.2 383 20.42 6.37 1.49 _ 0.00 1.49 ' 1.2 396 20.45 6.45 1.52 - _ 0.00 1.52 1.2 410 20.48 6.54 1.55 0.00 - 1.55 1.3 423 20.51 6.62 1.57 - 0.00 - - 1.57 1.3 437 20.54 6.70 1.60 0.00 - 1.60 ' 1.3 450 20.57 6.78 1.63 - - 0.00 1.63 1.4 464 20.60 6.86 1.65 - 0.00 - - 1.65 1.4 478 20.63 6.94 1.68 --- 0.00 - - 1.68 ' 1.4 491 20.66 7.02 1.70 0.00 1.70 1.4 505 20.69 7.09 1.73 _- __ 0.00 1.73 1.5 518 20.72 7.17 1.75 - 0.00 - - 1.75 1.5 532 20.75 7.24 1.78 - 0.00 - _ 1.78 ' 1.5 545 20.78 7.32 1.80 0.00 1.80 1.6 559 20.81 7.42 1.82 - 0.00 - - 1.82 1.6 572 20.84 7.56 1.85 -- 0.00 - - 1.85 1.6 586 20.87 7.70 1.87 0.00 - 1.87 1.6 599 20.90 7.84 1.89 - 0.00 - 1.89 1.7 612 20.93 7.97 1.91 - 0.00 - - 1.91 1.7 626 20.96 8.10 1.94 0.00 1.94 ' 1.7 639 20.99 8.22 1.96 0.00 - = = = 1.96 1.8 653 21.02 8.35 1.98 0.00 1.98 1.8 666 21.05 8.47 2.00 - 0.00 - - 2.00 1.8 679 21.08 8.59 2.02 0.00 - - 2.02 ' 1.9 692 21.11 8.71 2.04 - 0.00 2.04 1.9 704 21.14 8.82 2.06 --- 0.00 - - 2.06 1.9 717 21.17 8.94 2.08 --- 0.00 -- -- 2.08 ' 2.0 730 21.20 9.05 2.10 0.00 -_ _ 2.10 2.0 743 21.23 9.16 2.12 - 0.00 2.12 2.0 756 21.26 9.28 2.14 - 0.00 - - 2.14 2.0 768 21.29 9.39 2.16 _ 0.00 2.16 ' 2.1 781 21.32 9.49 2.18 -- 0.00 2.18 2.1 794 21.35 9.60 2.20 0.00 2.20 2.1 806 21.38 9.71 2.22 --- 0.00 --- - 2.22 ' 2.2 817 21.41 9.81 2.24 - 0.00 - - 2.24 Continues on next page... 11 PIPE STORAGE Page 3 Stage / Storage / Discharge Table Stage Storage Elevation Culv. A Culy. B Culy. C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 2.2 829 21.44 9.92 2.26 - 0.00 - -- 2.26 2.2 840 21.47 10.02 2.28 - 0.00 - - 2.28 2.3 852 21.50 10.12 2.30 - 0.00 - - 2.30 2.3 863 21.53 10.22 2.31 -- 0.00 -- - 2.31 2.3 875 21.56 10.32 2.33 - 0.00 - - 2.33 2.3 886 21.59 10.42 2.35 --- 0.00 -- --- 2.35 2.4 898 21.62 10.52 2.37 -- 0.00 - - 2.37 2.4 909 21.65 10.61 2.39 - 0.00 - - 2.39 2.4 919 21.68 10.71 2.40 - 0.00 - - 2.40 2.5 928 21.71 10.81 2.42 - 0.00 - - 2.42 2.5 938 21.74 10.90 2.44 - 0.00 - --- 2.44 2.5 947 21.77 10.99 2.46 -- 0.00 --- --- 2.46 2.5 957 21.80 11.09 2.47 - 0.00 - - 2.47 2.6 967 21.83 11.18 2.49 - 0.00 - - 2.49 2.6 976 21.86 11.27 2.51 - 0.00 - -- 2.51 2.6 986 21.89 11.36 2.52 - 0.00 - - 2.52 2.7 995 21.92 11.45 2.54 --- 0.00 - - 2.54 2.7 1,005 21.95 11.54 2.56 - 0.00 - - 2.56 2.7 1,011 21.98 11.63 2.57 -- 0.00 - - 2.57 2.8 1,016 22.01 11.72 2.59 - 0.00 - - 2.59 2.8 1,022 22.04 11.80 2.61 - 0.00 - - 2.61 2.8 1,027 22.07 11.89 2.62 --- 0.00 - - 2.62 2.8 1,033 22.10 11.97 2.64 - 0.00 -- --- 2.64 2.9 1,038 22.13 12.06 2.66 - 0.00 -- -- 2.66 2.9 1,044 22.16 12.14 2.67 - 0.00 - --- 2.67 2.9 1,049 22.19 12.23 2.69 - 0.00 - - 2.69 3.0 1,055 22.22 12.31 2.70 - 0.00 - - 2.70 3.0 1,060 22.25 12.40 2.72 - 0.00 --- - 2.72 Reservoir Report Page 1 Reservoir No. 2 EXISTING FACILITY Culvert I Orifice Structures Weir Structures ' [A] [B] [C] [A] [B] [C] ' Rise (in) = 24.0 18.0 0.0 Crest Len (ft) = 16.0 20.0 0.0 Span (in) = 24.0 18.0 0.0 Crest El. (ft) = 709.41 711.00 0.00 No. Barrels = 1 1 0 Weir Coeff. = 3.00 3.00 3.00 ' Invert El. (ft) = 706.00 706.00 0.00 Eqn. Exp. = 1.50 1.50 1.50 Length (ft) = 80.0 0.0 0.0 Mufti -Stage = Yes No No Slope (%) = 0.60 0.00 0.00 ' N-Value = .013 .013 .013 Orif. Coeff. = 0.60 0.60 0.60 ' Multi -Stage = - Yes No Tailwater Elevation = 0.00 ft Note: All outflows have been analyzed under inlet and outlet control. ' Stage / Storage I Discharge Table Stage Storage Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Discharge ' (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.0 00 706.00 0.00 0.00 - 0.00 0.00 - 0.00 ' 0.1 140 706.10 3.38 1.90 0.00 0.00 1.90 0.2 280 706.20 4.78 2.69 0.00 0.00 2.69 0.3 420 706.30 5.86 3.30 - 0.00 0.00 -- 3.30 0.4 560 706.40 6.76 3.80 0.00 0.00 3.80 ' 0.5 700 706.50 7.56 4.25 0.00 0.00 4.25 0.6 839 706.60 8.28 4.66 - 0.00 0.00 - 4.66 0.7 979 706.70 8.95 5.03 - 0.00 0.00 - 5.03 ' 0.8 1,119 706.80 9.57 5.38 0.00 0.00 5.38 0.9 1,259 706.90 10.15 5.71 0.00 0.00 - 5.71 1.0 1,399 707.00 10.70 6.02 - 0.00 0.00 - 6.02 1.1 1,879 707.10 11.08 6.31 - 0.00 0.00 - 6.31 t 1.2 2,358 707.20 11.72 6.59 0.00 0.00 6.59 1.3 2,838 707.30 12.20 6.86 - 0.00 0.00 - 6.86 1.4 3,318 707.40 12.66 7.12 - 0.00 0.00 - 7.12 1.5 3,797 707.50 13.10 7.37 0.00 0.00 7.37 1.6 4,277 707.60 13.53 7.84 0.00 0.00 =- 7.84 1.7 4,757 707.70 13.95 8.29 - 0.00 0.00 -- 8.29 1.8 5,237 707.80 14.35 8.72 0.00 0.00 - 8.72 ' 1.9 5,716 707.90 14.74 9.12 0.00 = 0.00 9.12 2.0 6,196 708.00 15.12 9.51 0.00 0.00 9.51 2.1 7,108 708.10 15.86 9.73 - 0.00 0.00 - 9.73 2.2 8,020 708.20 16.57 9.96 0.00 0.00 9.96 ' 2.3 8,933 708.30 17.24 10.18 _ 0.00 0.00 _ 10.18 Continues on next page... Reservoir Report Page 1 Reservoir No. 2 EXISTING FACILITY Culvert / Orifice Structures Weir Structures [A] [B] [C] [A] [B] [C] Rise (in) = 24.0 18.0 0.0 Crest Len (ft) = 16.0 20.0 0.0 Span (in) = 24.0 18.0 0.0 Crest El. (ft) = 709.41 711.00 0.00 No. Barrels = 1 1 0 Weir Coeff. = 3.00 3.00 3.00 Invert El. (ft) = 706.00 706.00 0.00 Eqn. Exp. = 1.50 1.50 1.50 Length (ft) = 80.0 0.0 0.0 Mufti -Stage = Yes No No Slope (%) = 0.60 0.00 0.00 N-Value = .013 .013 .013 Orif. Coeff. = 0.60 0.60 0.60 Mufti -Stage = - Yes No Tailwater Elevation = 0.00 It Note: All outflows have been analyzed under Inlet and outlet control Stage / Storage / Discharge Table Stage Storage Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Discharge (ft) (tuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.0 00 706.00 0.00 0.00 - 0.00 0.00 - 0.00 0.1 140 706.10 3.38 1.90 - 0.00 0.00 - 1.90 0.2 280 706.20 4.78 2.69 - 0.00 0.00 - 2.69 0.3 420 706.30 5.86 3.30 - 0.00 0.00 - 3.30 0.4 560 706.40 6.76 3.80 -- 0.00 0.00 -- 3.80 0.5 700 706.50 7.56 4.25 -- 0.00 0.00 - 4.25 0.6 839 706.60 8.28 4.66 - 0.00 0.00 - 4.66 0.7 979 706.70 8.95 5.03 - 0.00 0.00 - 5.03 0.8 1,119 706.80 9.57 5.38 - 0.00 0.00 - 5.38 0.9 1,259 706.90 10.15 5.71 - 0.00 0.00 - 5.71 1.0 1,399 707.00 10.70 6.02 -- 0.00 0.00 - 6.02 1.1 1,879 707.10 11.08 6.31 - 0.00 0.00 - 6.31 1.2 2,358 707.20 11.72 6.59 - 0.00 0.00 - 6.59 1.3 2,838 707.30 12.20 6.86 - 0.00 0.00 - 6.86 1.4 3,318 707.40 12.66 7.12 -- 0.00 0.00 - 7.12 1.5 3,797 707.50 13.10 7.37 -- 0.00 0.00 - 7.37 1.6 4,277 707.60 13.53 7.84 -- 0.00 0.00 - 7.84 1.7 4,757 707.70 13.95 8.29 --- 0.00 0.00 - 8.29 1.8 5,237 707.80 14.35 8.72 - 0.00 0.00 - 8.72 1.9 5,716 707.90 14.74 9.12 - 0.00 0.00 - 9.12 2.0 6,196 708.00 15.12 9.51 - 0.00 0.00 - 9.51 2.1 7,108 708.10 15.86 9.73 - 0.00 0.00 - 9.73 2.2 8,020 708.20 16.57 9.96 - 0.00 0.00 - 9.96 2.3 8,933 708.30 17.24 10.18 -- 0.00 0.00 --- 10.18 Continues on next page... Hydrograph Report Page 1 Hyd. No. 1 PRE -2YR (BIGGS) Hydrograph type Storm frequency Drainage area Intensity -D-F Curve = Rational = 10 yrs _ .674 ac = 6.80 in/hr = FREDRICK.IDF Hydrograph Discharge Table Time -- Outflow (hrs cfs) 0.02 0.32 0.03 0.64 0.05 0.96 0.07 1.28 0.08 1.60 << 0.10 1.28 0.12 0.96 0.13 0.64 0.15 0.32 End Peak discharge = 1.60 cfs Time interval = 1 min Runoff coeff. _ .35 Time of conc. (Tc) = 5 min Reced. limb factor = 1 Total Volume = 481 cult, 0.011 acft 11 Hydrograph Report Hyd. No. 2 PRE -10YR (BIGGS) Hydrograph type = Rational Storm frequency = 10 yrs Drainage area = .674 ac Intensity = 6.80 in/hr I-D-F Curve = FREDRICK.IDF Hydrograph Discharge Table Time -- Outflow (hrs cfs) 0.02 0.32 0.03 0.64 0.05 0.96 0.07 1.28 0.08 1.60 « 0.10 1.28 0.12 0.96 0.13 0.64 0.15 0.32 End Peak discharge = 1.60 cfs Time interval = 1 min Runoff coeff. _ .35 Time of conc. (Tc) = 5 min Reced. limb factor = 1 Total Volume = 481 cult, 0.011 acft Page 1 Hydrograph Report Page 1 Hyd. No. 3 PRE 2 YR INTERSTATE Hydrograph type = Rational Storm frequency = 2 yrs Drainage area = 1.56 ac Intensity = 3.97 in/hr I-D-F Curve = FREDRICK.IDF Hydrograph Discharge Table Time -- Outflow (hrs cfs) 0.02 0.18 0.03 0.36 0.05 0.54 0.07 0.72 0.08 0.90 0.10 1.08 0.12 1.26 0.13 1.45 0.15 1.63 0.17 1.81 0.18 1.99 0.20 2.17 << 0.22 1.99 0.23 1.81 0.25 1.63 0.27 1.45 0.28 1.26 0.30 1.08 0.32 0.90 0.33 0.72 0.35 0.54 0.37 0.36 0.38 0.18 ..End Peak discharge = 2.17 cfs Time interval = 1 min Runoff coeff. = .35 Time of conc. (Tc) = 12 min Reced. limb factor = 1 Total Volume = 1,561 cult, 0.036 acft Hydrograph Report Hyd. No. 4 PRE 10 YR INTERSTATE Hydrograph type = Rational Storm frequency = 10 yrs Drainage area = 1.56 ac Intensity = 5.08 in/hr I-D-F Curve = FREDRICK.IDF Hydrograph Discharge Table Time -- Outflow (hrs cfs) 0.02 0.23 0.03 0.46 0.05 0.69 0.07 0.92 0.08 1.15 0.10 1.39 0.12 1.62 0.13 1.85 0.15 2.08 0.17 2.31 0.18 2.54 0.20 2.77 << 0.22 2.54 0.23 2.31 0.25 2.08 0.27 1.85 0.28 1.62 0.30 1.39 0.32 1.15 0.33 0.92 0.35 0.69 0.37 0.46 0.38 0.23 ..End Page 1 Peak discharge = 2.77 cfs Time interval = 1 min Runoff coeff. _ .35 Time of conc. (Tc) = 12 min Reced. limb factor = 1 Total Volume = 1,995 cuff, 0.046 acft � I Hydrograph Report Hyd. No. 5 POST -2YR (BIGGS+INTER) Hydrograph type = Rational Storm frequency = 2 yrs Drainage area = .963 ac Intensity = 5.30 in/hr I-D-F Curve = FREDRICK.IDF Hydrograph Discharge Table Time -- Outflow (hrs cfs) 0.02 0.92 0.03 1.84 0.05 2.76 0.07 3.67 0.08 4.59 << 0.10 3.67 0.12 2.76 0.13 1.84 0.15 0.92 End Page 1 Peak discharge = 4.59 cfs Time interval = 1 min Runoff coeff. _ .9 Time of conc. (Tc) = 5 min Reced. limb factor = 1 Total Volume = 1,378 cuft, 0.032 acft Hydrograph Report Page 1 Hyd. No. 6 POST -10YR (BIGGS+INTER) Hydrograph type = Rational Storm frequency = 10 yrs Drainage area = .963 ac Intensity = 6.80 in/hr I-D-F Curve = FREDRICK.IDF Hydrograph Discharge Table Time -- Outflow (hrs cfs) 0.02 1.18 0.03 2.36 0.05 3.53 0.07 4.71 0.08 5.89 << 0.10 4.71 0.12 3.53 0.13 2.36 0.15 1.18 ...End Peak discharge = 5.89 cfs Time interval = 1 min Runoff coeff. = .9 Time of conc. (Tc) = 5 min Reced. limb factor = 1 Total Volume = 1,767 cult, 0.041 acft Hydrograph Report Page 1 Hyd. No. 8 2 YEAR IHOP ROUTING Hydrograph type = Reservoir Peak discharge Storm frequency = 2 yrs Time interval Inflow hyd. No. = 5 Reservoir name Max. Elevation = 21.10 ft Max. Storage Storage Indication method used. Hydrograph Discharge Table Time Inflow Elevation (hrs) (cfs) (ft) 0.02 0.92 19.36 0.03 1.84 19.61 0.05 2.76 19.88 0.07 3.67 20.21 0.08 4.59 << 20.58 0.10 3.67 20.89 0.12 2.76 21.06 0.13 1.84 21.10 << 0.15 0.92 21.01 0.17 0.00 20.82 0.18 0.00 20.59 0.20 0.00 20.38 0.22 0.00 20.19 0.23 0.00 20.02 0.25 0.00 19.87 0.27 0.00 19.71 0.28 0.00 19.58 0.30 0.00 19.44 0.32 0.00 19.33 ...End = 2.04 cfs = 1 min = PIPE STORAGE = 688 cuff Total Volume =1,372 cuft, 0.031 acft Cult'. A Cult'. B Culy. C Weir A Weir B Weir C Outflow (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 1.40 0.28 - - - - 0.28 3.34 0.66 - - - - 0.66 4.59 0.91 -- - - - 0.91 5.73 1.27 ---- -- -- -- 1.27 6.79 1.63 -- -- - -- 1.63 7.80 1.89 --- --- --- ---- 1.89 8.52 2.01 - - - - 2.01 8.67 2.04 - - -- - 2.04 << 8.32 1.97 - - - - 1.97 7.47 1.83 --- --- -- -- 1.83 6.83 1.64 --- -- --- -- 1.64 6.26 1.45 -- --- -- -- 1.45 5.68 1.26 - - - - 1.26 5.10 1.04 - - - - 1.04 4.53 0.89 - - - - 0.89 3.87 0.77 --- --- -- - --- 0.77 3.21 0.63 -- --- --- - 0.63 2.22 0.44 ---- ---- -- ---- 0.44 1.03 0.20 - - - - 0.20 Hydrograph Report Page 1 Hyd. No. 9 10 YEAR IHOP ROUTING Hydrograph type = Reservoir Peak discharge = 2.45 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 6 Reservoir name = PIPE STORAGE Max. Elevation = 21.76 ft Max. Storage = 943 cuft Storage Indication method used. Total Volume = 1,762 cuff, 0.W acft Hydrograph Discharge Table Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.02 1.18 19.39 1.76 0.35 - - - - 0.35 0.03 2.36 19.68 3.73 0.74 - - - - 0.74 0.05 3.53 20.03 5.14 1.06 - - - - 1.06 0.07 4.71 20.44 6.42 1.51 -- -- -- - -- 1.51 0.08 5.89 << 20.92 7.92 1.91 -- - --- --- 1.91 0.10 4.71 21.37 9.67 2.22 --- - - ---- 2.22 0.12 3.53 21.66 10.64 2.39 - - - - 2.39 0.13 2.36 21.76 << 10.95 2.45 - - - - 2.45 << 0.15 1.18 21.64 10.57 2.38 - - - - 2.38 0.17 0.00 21.37 9.67 2.21 --- -- -- -- 2.21 0.18 0.00 21.07 8.55 2.01 ---- -- --- --- 2.01 0.20 0.00 20.81 7.43 1.82 --- --- --- -- 1.82 0.22 0.00 20.58 6.81 1.64 - - - - 1.64 0.23 0.00 20.37 6.23 1.45 - -- - - 1.45 0.25 0.00 20.19 5.66 1.25 - - - - 1.25 0.27 0.00 20.01 5.07 1.03 ---- --- - -- 1.03 0.28 0.00 19.86 4.51 0.89 ----- --- -- -- 0.89 0.30 0.00 19.71 3.85 0.76 - --- - --- 0.76 0.32 0.00 19.58 3.19 0.63 - -- -- - 0.63 0.33 0.00 19.43 2.18 0.43 - - - - 0.43 0.35 0.00 19.33 0.98 0.19 - - - - 0.19 ... End Hydrograph Report Page 1 Hyd. No. 11 REMAINDER 2 YEAR Hydrograph type = Rational Storm frequency = 2 yrs Drainage area = .6 ac Intensity = 3.97 in/hr I-D-F Curve = FREDRICK.IDF Hydrograph Discharge Table Time -- Outflow (hrs cfs) 0.03 0.14 0.05 0.21 0.07 0.28 0.08 0.35 0.10 0.42 0.12 0.49 0.13 0.56 0.15 0.63 0.17 0.69 0.18 0.76 0.20 0.83 << 0.22 0.76 0.23 0.69 0.25 0.63 0.27 0.56 0.28 0.49 0.30 0.42 0.32 0.35 0.33 0.28 0.35 0.21 0.37 0.14 ..End Peak discharge = 0.83 cfs Time interval = 1 min Runoff coeff. _ .35 Time of conc. (Tc) = 12 min Reced. limb factor = 1 Total Volume = 600 cult, 0.014 acft Hydrograph Report Page 1 Hyd. No. 12 REMAINDER 10 YEAR Hydrograph type = Rational Storm frequency = 10 yrs Drainage area = .6 ac Intensity = 5.08 in/hr I-D-F Curve = FREDRICK.IDF Hydrograph Discharge Table Time -- Outflow (hrs cfs) 0.03 0.18 0.05 0.27 0.07 0.36 0.08 0.44 0.10 0.53 0.12 0.62 0.13 0.71 0.15 0.80 0.17 0.89 0.18 0.98 0.20 1.07 << 0.22 0.98 0.23 0.89 0.25 0.80 0.27 0.71 0.28 0.62 0.30 0.53 0.32 0.44 0.33 0.36 0.35 0.27 0.37 0.18 End Peak discharge = 1.07 cfs Time interval = 1 min Runoff coeff. _ .35 Time of conc. (Tc) = 12 min Reced. limb factor = 1 Total Volume = 767 cuff, 0.018 acft Hydrograph Report Hyd. No. 14 PROP. 2 YEAR FLOW TO EX-1 Hydrograph type = Combine Storm frequency = 2 yrs 1 st inflow hyd. No. = 8 Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow (hrs) (cfs) (cfs) 0.02 0.28 0.07 0.03 0.66 0.14 0.05 0.91 0.21 0.07 1.27 0.28 0.08 1.63 0.35 0.10 1.89 0.42 0.12 2.01 0.49 0.13 2.04 << 0.56 0.15 1.97 0.63 0.17 1.83 0.69 0.18 1.64 0.76 0.20 1.45 0.83 << 0.22 1.26 0.76 0.23 1.04 0.69 0.25 0.89 0.63 0.27 0.77 0.56 0.28 0.63 0.49 0.30 0.44 0.42 0.32 0.20 0.35 0.33 0.04 0.28 0.35 0.01 0.21 0.37 0.00 0.14 ...End Peak discharge = 2.60 cfs Time interval = 1 min 2nd inflow hyd. No. = 11 Outflow (cfs) 0.35 0.80 1.12 1.55 1.98 2.30 2.50 2.59 2.60 << 2.53 2.41 2.29 2.02 1.74 1.52 1.32 1.12 0.86 0.55 0.32 0.22 0.14 Page 1 Total Volume = 1,972 cult, 0.045 acft Hydrograph Report Hyd. No. 15 PROP. 10 YEAR FLOW TO EX-1 Hydrograph type = Combine Storm frequency = 10 yrs 1 st inflow hyd. No. = 9 Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow (hrs) (cfs) (cfs) 0.02 0.35 0.09 0.03 0.74 0.18 0.05 1.06 0.27 0.07 1.51 0.36 0.08 1.91 0.44 0.10 2.22 0.53 0.12 2.39 0.62 0.13 2.45 << 0.71 0.15 2.38 0.80 0.17 2.21 0.89 0.18 2.01 0.98 0.20 1.82 1.07 << 0.22 1.64 0.98 0.23 1.45 0.89 0.25 1.25 0.80 0.27 1.03 0.71 0.28 0.89 0.62 0.30 0.76 0.53 0.32 0.63 0.44 0.33 0.43 0.36 0.35 0.19 0.27 0.37 0.04 0.18 ... End Peak discharge = 3.18 cfs Time interval = 1 min 2nd inflow hyd. No. = 12 Outflow (cfs) 0.44 0.91 1.33 1.86 2.35 2.75 3.01 3.16 3.18 << 3.10 2.99 2.89 2.61 2.33 2.05 1.74 1.51 1.29 1.07 0.79 0.46 0.22 Page 1 Total Volume = 2,529 cuft, 0.058 acft Hydrograph Report Hyd. No. 16 CRACKER BARREL 2 YR Hydrograph type = Rational Storm frequency = 2 yrs Drainage area = 9.48 ac Intensity = 3.97 in/hr I-D-F Curve = FREDRICK.IDF Hydrograph Discharge Table Time -- Outflow (hrs cfs) 0.02 2.51 0.03 5.02 0.05 7.53 0.07 10.04 0.08 12.55 0.10 15.05 0.12 17.56 0.13 20.07 0.15 22.58 0.17 25.09 0.18 27.60 0.20 30.11 << 0.22 27.60 0.23 25.09 0.25 22.58 0.27 20.07 0.28 17.56 0.30 15.05 0.32 12.55 0.33 10.04 0.35 7.53 0.37 5.02 0.38 2.51 ... End Page 1 Peak discharge = 30.11 cfs Time interval = 1 min Runoff coeff. _ .8 Time of conc. (Tc) = 12 min Reced. limb factor = 1 Total Volume = 21,679 cuft, 0.498 acft COUNTY OF FREDERi�-�K. VIRG!. • DEPARTMENT OF INSPECTIONS ,� �1 � Caller '►"C� I� QAd"/E�. � Time Called ' Date Called c:,2 T �� Phone No. 0' /a 77 Time Requested __ " 00 Date Requested Received By (',2,!,a Date of Inspection PERMIT HOLDER NAME _TA,' e14.10Y'nA,a/ 141014fE e �ES RT. NO. Lot No. SEC. No. SUBBWfSION '�V - �R Q a _ STREET NAME /%D P'/0A �sfi DIRECTIONS T� KE �� l �rn/OOd f�Urr 7h / BUILDING NO. &62ef Z ;'/ —PLUMBING NO. - - CA,, Diu / q ��1�d�,v4 -< <�; , ��i_- �_ ELECTRICAL NO. PERMIT FOR: __ Type of Inspection Residential Footers Slab - Water Sewer Rough Plumbing MECHANICAL NO SIGN NO DISTRICT S`►C`Al'-, C v - Commercial / � Setbacks: FR ` B K L R Draintile Gas Fire -up Final Electrical Service Framing Final Mechanical Rough Electric Final ✓ Site Plan Rough Mechanical — Final Building Fire Marshall Groundworks Gas Piping/Test Final Plumbing — Other: /n�cy 6-,p 4 -t'nr- Time In: -3� /S Temperature cjn ° Cut in No. Special/Complaint Time Out: o Weather �a/-E��o - NrGt�C�r' i`E �✓�A/Ll Results: Approved Rejected _T� c Comments: �nJ a LWJ A_t7 aI/lef 6- 00 v Date Siqnature - --- FILE COPY COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/678-0682 August 24, 2000 Mr. Thomas P. Riegel, P.E. Patton, Harris, Rust and Associates 116 North Main Street Bridgewater, VA 22812 RE: Approval of International House of Pancakes, Site Development Plan # 38-00 Property Identification Number (PIN): 64-A-2 Dear Mr. Riegel: The Frederick County Department of Planning and Development administratively approved the above - referenced site plan on August 23, 2000. This site plan, for a new 4,100-square-foot restaurant, meets all County requirements for development within the B2 (Business General) Zoning District. The site plan provides for sixty-one (61) parking spaces, including three handicap accessible spaces. Adequate interior and perimeter landscaping have been provided including evergreen plantings to mitigate the impact of headlights on adjoining properties and roadways. I have provided you with several copies of the approved site plan. Please forward these approved plans to the owner and advise the owner to keep an approved copy for their files. Furthermore, the owner should ensure that an approved copy is maintained on the construction site throughout the development process. Once site development has been completed, the owner should contact this office to schedule an on -site inspection. Please do not hesitate to contact me should you have any questions or need for elaboration regarding this letter. Sincerely, �1- M- C-4HIL Amy M. Lohr Planner II AN Ursa Enclosure cc: W. Harrington Smith, Jr., Shawnee District Supervisor June Wilmot, Economic Development Commission Jane Anderson, Real Estate Joe Wilder, Public Works U W yiC�LSiuPfavNpp.o`+d1=000Sitep"w-oppry ijVHG w,wpd 107 North Kent Street - Winchester, Virginia 22601-5000 .l 116 North Main Street, PO Box 46, Brk4ewater, *a 22812 • Tel: W 828-2616 Fax: W 828-6437 Patton Harris Rust & Associates, pc Fi . i TRANSMITTAL "ro PHR&A, pc K1:: IHOP 8/18/00 DATE 600 Pegasus Court, Suite 101 10861-10 FILE x Winchester, VA 22602 HAND VIA Carroll Brown JC ATTEN-no )`: BY Qt jANTrrY FII,E NO. DA"r}i DESCRIP'I1ON "IRANSMTI"IT D ® herewith 6 10861-10 8/3/00 Site plans ❑ ilnder Separate Cover MATFRIAI, ❑ originals ❑ Photocopies ❑ Samples ❑ Specifications ❑ Shop Drawings ❑ Mvlar ® Oral id Prints ❑ Invoice ❑ Sepia ❑ Disk(s) PURPOSE ❑ Approval ® Your Use Your Files ❑ Please Return Site plans for final submission & approval checklists. ❑ Please Submit PHRAA RFk'F.1%ED HA • FILE COPY 0 COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 678-0682 August 18. 2000 International House of Pancakes-IHOP Mr. Demetrios Florakis 1412 Richmond Rd. Williamsburg, VA 23185 RE: Zoning for Site Development Plan #38-00 Dear Mr. Florakis: The purpose of this letter is to confirm that the proposed International House of Pancakes Restaurant is a permitted use for parcel 64-A-2. Parcel 64-A-2 has a zoning designation of B2 (Business, General) as confirmed by the official zoning map of Frederick County. Section 165-82.B. of the Frederick County Zoning Ordinance lists the allowed uses for the B2 district. Included in the allowed uses for the B2 district are restaurants (Standard Industrial Classification # 58). If you have any questions regarding this letter or if I can be of further assistance, please do not hesitate to contact me. Sincerely, vjaryy�,, _ 717 • �dI�LL Amy M. Lohr Planner II cc: file (' AmylCommonlMlSC'IHOPzoning confirmation. wpd 107 North Kent Street • Winchester, Virginia 22601-5000 TO: FROM: DATE: SUBJECT: CITY PF WINCHESTER, VIRANIA MEMORANDUM Tim Youmans, Planning Director Frank Sanders, Utilities Director August 18, 2000 IHOP Restaurant Utilities' Review Rouss City Hall 15 North Cameron Street Winchester, VA 22601 540-667-1815 FAX: 540-722-3618 TDD: 540-722-0782 Web Site: www.ci.winchester.va.us We have reviewed the Plans for the proposed IHOP Restaurant, sheets 1 through 7 of 7, dated June 2000, last revised August 3, 2000. Based upon our review, the plans are satisfactory. Should you have any questions or need additional information, please do not hesitate to contact us. "Providing quality services to our citizens in a cost-effective, efficient and courteous manner, ivhile anticipating the future needs of our community." • 0 Mr. Thomas P. Riegel, P. E. Patton, Harris, Rust and Associates 116 N. Main Street Bridgewater, Virginia 22801 COUNTY of FREDERICK Department of Public Works 540/665-5643 FAX: 540/678-0632 August 18, 2000 Re: Site Plan Comments - International House of Pancakes Frederick County, Virginia Dear Mr. Riegel: Upon review of the revised site plan dated August 3, 2000, all of our previous comments have been addressed. Therefore, we recommend approval of the subject site plan. If you have any questions, do not hesitate to contact me. Sincerely, GG�G Joe C. Wilder Engineering Technician jew cc: Frederick County Planning Department file 107 North Kent Street - Winchester, Virginia 22601-5000 AUG 1 6 ?�00 O � 'J a I , b A o�rlol- v P ,' & A BR!DGE'v"1,4TER OFFICE COMMONWEALTH of VTRGINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY 14031 OLD VALLEY PIKE CHARLES D. NOTTINGHAM EDINBURG. VA 22824 JERRY A. COPP LOMMISSIONE R RESIDENT F_NGINEER TELE (540) 984-56M August 14, 2000 FAX (540)984-5607 Mr. Thomas P. Riegal, P E. Ref International House of Pancakes (IHOP) C/O Patton, Harris. Rust & Associates, PC Route 522, Front Royal Pike @ Travelodge Drive P. O. Box 46 Frederick County Bridgewater, VA 22812 Dear Mr. Riegal: We have received your revised site plan dated 08/03/00 (received 08/07/00) for the referenced project. It appears all of our earlier review comments have been satisfactorily addressed. Please advise the owner of our approval. Also, please provide four sets of approved construction plans with signed seal for VDOT distribution The plan, as presented, does not appear to require any construction activity within a Commonwealth of Virginia right-of-way. However, if any such activity becomes necessary, the owner should apply for and receive approval prior to any activity within Commonwealth right-of- way. Thank you for the privilege of reviewing and commenting on this site plan. BJS/rf Enclosure xc: Mr. Dave Heironimus Mr. Kris Tierney Sinc ly I Barry J. Sweitzer Trans. Roadway Engineer For: Steven A. Melnikoff Transportation Engineer WE KEEP VIRGINIA MOVING • CJ Request for Site Plan Comments Virginia Department of Transportation Mail to: Hand deliver to: Virginia Department of Transportation Virginia Department of Transportation Attn: Resident Engineer 1550 Commerce Street 14031 Old Valley Pike Winchester, VA Edinburg, Virginia 22824 (540) 722-3460 (540) 984-5600 Please fill out the information as accurately as possible in order to assist the Virginia Department of Transportation with their review. Please attach five (5) copies of the site plan with traffic generation data and drainage calculations with this sheet. Applicant's Name: Address: Phone Number: Name of development and/or description of the request: 1_�,+Cv�� Location of property: S W 66,1 n - Virginia Department of Transportation's Comments: No objection to this site plan. If any work is performed _on_the State right of -way, a land use permit will need to be applied for and issued to cover said work. The permit is issued by this office and requires a fee and surety bond coverage. See attached letter from VDOT to PIIR&A dated 08/14/00. 14 • 0 Request.For Site Plan Comments Frederick County Inspections Department Mail to: Frederick County Inspections Dept. Attn: Building Official 107-North Kent Street Winchester, VA 22601 (540) 665-%W Hand deliver to: 107 N. Kent Street Fourth Floor Winchester, VA (540) 665-5650 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach one (1) copy of the site plan with this sheet. Applicant's Name: �a i-{o � �la� ►� ;5, }� ��s 1 SSO 4��5 Address: f�C"f J Phone Number. d K - ,v-- ( , Name of development and/or description of the request: feVvlc� f, 0n1 �Io 1L.SC At c--t�ce�5 Location of property: S (,iJ a r pizf -E lecl� e- (/� �' � (•� G� vt o� 'V� o Li � L �3� Inspections Department's Comments: Cements are on the back of this form. 17 L 0 Building shall comply with the Virginia Uniform Statewide Building Code and section 303, use group A (Assembly) of the BOCA National Building Code / 1996. Other code that applies are CABO A 117.1-92 Accessible and Usable Buildings and Facilities. Va. Licensed Architect / Engineer seal required on building plans submitted for permit application. HC parking and building access appears to be in compliance. Note : underground eletrical service to building is. not shown on plans at this time. CC 2000 �J Request For Site Plan Comments Frederick County Fire Marshal P H R & A BRIDGEWATER OFRCE Mail to: Hand deliver to: Frederick County Fire Marshal 107 N. Kent Street Attn: Director of Engineering First Floor 107 North Kent Street Winchester, VA Winchester, VA 22601 (540) 665-6350 (540) 665-6350 Please fill out the information 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: Address: l� f : ofi I,cJG+cr II A �3�U Phone Number: ( S 401 53des - d 6 / 6 Name o� development and/or description of the request: , {ev.4c, I ( f 1� s c- c, � ej�lLCtkCS Location of property: S(,tJ Coz,4 e^ It- C Fire Marshal's:��s�m�� Request For Site Plan Comments Fire and Rescue Dept. uw Rely Data reccived & --:x3 Date revision remved Date approved -) � a Inaxng}ete incomplete Date reviewed"_6� Datre " Signature and Date Signa are and Date (revision) 19 COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL'S OFFICE LAND DEVELOPMENT COMMENTS Control No. SP00-0027 Date Received 6/30/2000 Date Reviewed 7/5/2000 Applicant PHR&A Plan Rev. Date: Address 116 N. Main Street Bridgewater, Va. 22801 Project Name International House of Pancakes Phone No. 540-828-2616 Type of Application Site Plan Current Zoning B-2 1st Due Fire Co. 21 lst Due Rescue Co. 21 Election District Shawnee Tax I.D. No. 64-A-2 RECOMMENDATIONS Automatic Sprinkler SystemXX Residential Sprinkler System Automatic Fire Alarm SystemXX Other REQUIREMENTS Emergency Vehicle Access Adequate XX Inadequate Not Identified Fire Lanes Required Yes XX No Comments Landscaping or other obstructions shall not be placed around hydrants in a manner so as to impair or impede accessibility for firefighting operations. Roadway/Aisleway Widths Adequate XX Inadequate Not Identified Special Hazards Noted Yes No XX Comments Hydrant Locations Adequate XX Inadequate Not Identified Siamese Location Adequate Inadequate Not Identified XX d• 1 C m ments Attached? Yes No XX Ana o d itio Plan Approval Recommended? Yes XX No Title Signature �� ,QoSC� n Aa ArDcc Request For Site Plan Comments Frederick County Sanitation Authority Mail to: Hand deliver to: Frederick County Sanitation Authority 315 Tasker Road Attn: Engineer Director Stephens City, VA P.O. Box 1877 (540) 868-1061 Winchester, VA 22604 (540) 868-1061 Please fill out the information 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 Address: 014 Noy rfArl is 4,1sf Phone Number: 63-yol Name of development and/or description of the request: n ��r ✓�, �, o.��; IVOC c of uq,-,Lk LC-, k"S Location of property: S tO�c>� vl �� (, ,� �l �� S e, ' Frederick County Sanitation Authority's Comments: Sanitation Authority use only Date received Incomplete Date reviewed Signaturz and Date Signature and Date (rcti Date revision received Date approvcd C; /S X • July 20, 2000 Mr. Thomas P. Riegel, P.E. Patton, Harris, Rust and Associates 116 North Main Street Bridgewater. VA 22812 0 COUNTY of FREDERICK Department of Planning; and Development 540/665-5651 FAX: 540/ 678-0682 RE: International House of Pancakes, Site Development Plan # 38-00 Dear Mr. Riegel: I have had the opportunity to review the above -referenced site plan submitted to our department on June 30, 2000. The following comments should be addressed and included in a revision of this site plan. The submitted plan is also marked with these comments. Under the zoning administrator's approval, please provide a statement specifying that the site plan is valid for five years from the date of approval. 2. Please specify the use for all adjoining parcels (i.e. vacant, commercial, industrial). 3. Within the zoning table under setbacks, please state the 5' parking setback and delineate the location of this setback on the site plan. 4. Please ensure that the proposed IHOP sign is located at least 10 feet from all property lines by delineating the 10' required setback on the site plan. 5. Please provide a statement specifying that outdoor lighting shall be directed so that light is not cast onto adjoining properties. 6. Please specify the location and nature of all outdoor storage areas. If no such areas are proposed, please provide a statement to that effect. 7. Within the zoning table, please specify the maximum height in the B2 district (35 feet). 8. Please show the calculation associated with the provided FAR in the zoning table. 9. Please show the location of proposed electric service. In addition, please provide a statement 107 North Kent Street - Winchester, Virginia 22601-5000 0 0 al 5 AP, i= 0 Page 2 Mr. Thomas P. Riegel, P.E. Re: International House of Pancakes, S.P. #38-00 July 20, 2000 specifying that all new utilities are to be placed underground. 10. Please note that the 1.4 parking spaces per 100 square feet of area for the parking calculation reflects fast-food and drive-in restaurants. Other restaurants must provide one space per every 100 square feet of area. Please ensure that the correct parking calculation has been specified. Additionally, it does not appear as though a loading space is required. 11. It appears as though 61 total parking spaces are provided. However, the zoning table specifies that 63 are provided. Please ensure that the provided number of spaces on the site plan is consistent with the zoning table. 12. Please show the location of all steep slopes, woodlands, floodplains, wetlands, sinkholes, streams, drainage ways, and other environmental features present on site. If no such features exist, please provide a statement to that effect. 13. In the landscaping plan, please provide a note specifying that all planting sizes refer to the height at the time of planting. In addition, please note that the Coton Easter Horizontals should also be a minimum of 36 inches at the time of planting in order to prevent headlights from shining onto the public right-of-way. Finally, plantings used to mitigate the impact of headlights should be evergreen in variety rather than deciduous. After you have revised the site plan, please resubmit one copy so that I may verify the information contained on the plan. I will then need all approved review agency comment sheets and five copies of the final site plan for approval. Comment sheets are required from the following agencies: the Virginia Department of Transportation, the Frederick County Sanitation Authority, the Frederick County Inspections Department, the Frederick County Engineer, and the Frederick County Fire Marshal. If you have any questions or if any of the numbered items are unclear, please do not hesitate to contact me. Sincerely, / R-AA, Amy M. Lohr Planner II AMUrsa/Enclosure U:WmylCommonSite PlansUHOP_spr 38-OO.wpd t 0 L COUNTY of FREDERICK Department of Public Works 540/665-5643 FAX: 540/ 673-0682 Mr. Thomas P. Riegel, P. E. Patton, Harris, Rust and Associates 116 N. Main Street Bridgewater, Virginia 22801 July 20, 2000 Re: Site Plan Comments - International House of Pancakes Frederick County, Virginia Dear Mr. Riegel: Upon review of the subject site plan, we offer the following comments: Sheet 2 of 7 1. Place a note on the demolition plan indicating that prior to demolishing the existing structure, a demolition permit shall be obtained from the Frederick County Inspections Department. At the time of application for the demolition permit, an asbestos report for the structure shall be also be filed. 2. Provide a sediment trap in the southwest corner of the site as indicated on the marked copy of the plan. On sheet 6 of 7, you indicate elevations for two (2) sediment traps that are not indicated on the plan. Provide a detail of the actual elevations for the proposed sediment trap. 3. Provide inlet protection for the existing drop inlet #1. Sheet 3 of 7 4. Indicate that the proposed 18 inch RCP storm sewer from structure #2 to the existing drop inlet #1 is placed within a drainage easement. Sheet 5 of 7 5. In addition to the note concerning compacted fill, further indicate that compaction reports 107 North Kent Street • Winchester, Virginia 22601-5000 0 • IHOP Letter July 20, 2000 Page 2 and a certification letter from a professional engineer shall be submitted to the building inspections department at the time of application for the building permit. The certification letter shall indicate that the compacted fill was placed in accordance with the uniform building code in regards to footings and slabs. 6. It appears your drainage calculations meet the stormwater management requirements for the proposed site. Through the use of the on -site underground stormwater structure, the maximum 10 year storm flow leaving the site is 3.2 cfs (hydrograph #15) which is less than the required 3.3 cfs indicated on the Cracker Barrel stormwater calculations. It shall be noted that when the remainder of the site is developed, additional stormwater management shall be required. 7. As indicated on sheet 2 of 7, the wash rack for the proposed construction entrance shall be required. Once these comments are addressed, submit two (2) copies of the site plan for further review. If you have any questions, do not hesitate to contact me. Sincerely, Joe C. Wilder Engineering Technician j cw cc: file SITE PLAN CHECKLIST The checklist below indicates all the information that needs to be submitted as part of the site plan application. All required information must be submitted prior to the final approval of any site plan. The Department of Planning and Development will review the application to ensure that it is complete. If any portion is not included or complete, the site plan application will not be accepted and returned to the applicant(s). Site Plan Package 1. One set of approved comment sheets are required from the following review agencies prior to final site plan approval. It is recommended that applicants contact the Department of Planning and Development to determine which review agencies are relevant to their site plan application. Virginia Department of Transportation (VDOT) Frederick County Sanitation Authority Department of Planning and Development Inspections Department Frederick County Engineer (Public Works) Frederick County Fire Marshal Department of Parks and Recreation 2. One copy of the Site Plan application 3. Five Copies of the Final Site Plan for approval 4. One reproducible copy of the Site Plan (if required) 5. A 35mm slide of the Site Plan (if required) County Health Department City of Winchester Town of Stephens City Town of Middletown Airport Authority Soil & Water Conservation District Request for Street Name 8 Site Plan Information Checklist The following information must be included on your site plan. If your site plan is incomplete or is missing information, it will not be reviewed and returned to you for revisions. Administrative Information Y N C wvun� 1. Name of proposed development. 0lJOeA s Alma- (rdA&, B'�J 2. Name, address, and phone number of owner. i �Ww_ o A, 13'195-' K 3. Name, address, and phone number of developer. Tau- f-ie_o- lip �:rsnf 264La 4. Name, address, and phone number of designer. 5. Certificate of surveyor, engineer, or architect. T 6. Date plan prepared and date of revisions. 7. A listing of all conditions placed on the site as a result of a conditional use permit or conditional zoning approval. 8. A space labeled "Approved by the Zoning Administrator" for the 9. approval signature and date of approval. A description of setbacks or conditions placed on the site as a result of a variance approval. (Reference the variance application number.) General Site Information Y N 10. Location map (scale 1:2000) 11. Magisterial District Shaw ��- 12. Scale of site plan (not to exceed 1:50) 13. North Arrow 14. Zoning of site 15. Use, zoning, and Property Identification Number (PIN#) of all adjoining properties. This includes properties located across right- of-ways, streams, and railroad tracks. CU_u s . 8 �S+ate. l.i-ate-� 16. Surveyed boundaries for all lots and parcels. it. C] C7 0 General Site (con't) Y N 17. Acreage of all lots included in the plan. 18. The location and dimensions of all required setbacks and yard areas. 5 L� 19. The location and type of all dwelling units. ►� A 20. Location and description of all recreation facilities. ✓ 21. Location of sidewalks and pedestrian ways. ►� R 22. Location and area of common open space. a;i� IMP 23. The toca�t--oih, height, and dimensions of all ign��j a `_ 0 24. Location, height, and specifications of outdoor lighting fixtures. s�� ndi• 25. Location and nature of outdoor storage areas. 26. Location of outdoor trash receptacles and dimensions of structure (fencing, etc.) required to enclose receptacles. Building Information Y N 27. The height of all buildings and structures. 5fAAa- vn°`y-' 28. Location of all buildings, structures and uses. 29. The proposed use of each building, structure and area. 30. Ground floor area and total floor area of all buildings with FAR calculations for commercial and industrial zoning districts. C CJAc,.A-.�-ct#-'-U ` Li Roads Y N 31. Name and number of existing and planned streets on and adjoining the site. ✓ 32. Location of existing and planned streets on and adjoining the site. ✓ 33. Posted speed limit of existing adjacent roads. 34. Location and dimensions of all proposed entrances from public fight -of -ways. / v 35. Location of all entrances on adjoining roads within 200 feet of the proposed or existing entrance. I(� 36. Dimensions, boundaries, width, pavement, and construction of T planned roads. • Utilities Y N t 37. Location of all utilities, including sewer and water lines with the size of lines, mains, and laterals. � pose,( c 7 38. Location and width of all easements, including access, utility, and drainage easements. 39. Location and nature of fire lanes, fire hydrants, and all other facilities necessary to meet Fire Code requirements. Parking Y N t- 40. Calculations describing the required number of parking and loading spaces. ��" �'��C t`� 'u 41. Location and dimensions of all parking an loading spaces, ( t driveways, parking aisles, curbing and other features to be used. SQL -I 42. Location and dimension of all disabled parking spaces and ramps. Natural Features Y N 43. Existing and finished contour lines. 44. Location of steep slopes, woodlands, floodplains, wetlands, sinkholes, and other environmental features. 45. Location of streams and drainage ways. • 10 Landscaping Y N 46. Landscaping plan describing location and types of plants to be used. `{rnb 47. Location d required buffers arid screening with cross sections or profiles. Erosion and Sediment Control Y N 48. A stormwater management plan with run off calculations and location and description of facilities to be used. 49. Soil erosion and sedimentation control plan describing the location and methods to be used to minimize erosion and sedimentation during development. 12 r] SITE PLAN APPLICATION :Department of Planning"and Development,Use only, Date application received O ` 0 0.. Application ## J d Complete. Date of acceptance Incomplete., Date of return 1. Project Title: International House of Pancakes 2. Location of Property 170 Front Royal Pike (street address) 3. Property Owner Titans, Inc. Address: 1323 Jamestown Road, Suite 201 Williamsburg, VA 23185 Telephone: (757) 565-3521 4. Applicant/Agent Patton, Harris, Rust & Associates Address 116 N. Main Street Bridgewater, VA 22801 Telephone: (540) 828-2616 5. Designer: Patton, Harris, Rust & Associates Address: 116 N. Main Street Bridgewater, VA 22812 Telephone: (540) 828-2616 Contact: Tom Riegel 0 0 6. Is this an original or revised site plan? 7a. Total acreage of parcel to be developed 7b. Total acrage of parcel. 8. Property Information: a) Property Identifications Number: b) Current Zoning: c) Present Use: d) Proposed Use: e) Adjoining Property Use(s) f) Adjoining Property Identification Number(s) g) Magisterial District(s) Original 4_ Revised 0.96 acres 0.96 acres 64-A-2 B-2 Residential Restaurant Restaurant, Office, Motel 64-A-1 C, 64-A- I D,64-A- I B, 64-A-3 Shawnee 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: Date: 6--Z�( oc� • The following information must be included on your site plan. If your site plan is incomplete or is missing information, it will not be reviewed and returned to you for revisions. Administrative Information Y N ✓ 1. General Site Information Y N 2. 3. 4. 5. 6. 7. F-1 0 Name of proposed development. Name, address, and phone number of owner. Name, address, and phone number of developer. Name, address, and phone number of designer. Certificate of surveyor, engineer, or.architect. Date plan prepared and date of revisions. A listing of all conditions placed on the site as a result of a conditional use permit or conditional zoning approval. A space labeled "Approved by the Zoning Administrator" for the approval signature and date of approval. A description of setbacks or conditions placed on the site as a result of a variance approval. (Reference the variance application number.) 10. Location map (scale 1:2000) 11. Magisterial District 12. Scale of site plan (not to exceed 1:50) 13. North Arrow 14. Zoning of site 15. Use, zoning, and Property Identification Number (PIN#) of all adjoining properties. This includes properties located across right-of-ways, streams, and railroad tracks. 16. Surveyed boundaries for all lots and parcels. 9 • • General Site (con't) Y N t/ 17. Acreage of all lots included in the plan. 18. The location and dimensions of all required setbacks and yard areas. 19. The location and type of all dwelling units. 20. Location and description of all recreation facilities. 21. Location of sidewalks and pedestrian ways. 22. Location and area of common open space. 23. The location, height, and dimensions of all signs. 24. Location, height, and specifications of outdoor lighting fixtures. 25. Location and nature of outdoor storage areas. 26. Location of outdoor trash receptacles and dimensions of structure (fencing, etc.) required to enclose receptacles. Buildinq Information Y N 27. The height of all buildings and structures. 28. Location of all buildings, structures and uses. 29. The proposed use of each building, structure and area. 30. Ground floor area and total floor area of all buildings with FAR calculations for commercial and industrial zoning districts. Roads Y N 31. Name and number of existing and planned streets on and adjoining the site. 32. Location of existing and planned streets on and adjoining the site. 33. Posted speed limit of existing adjacent roads. 34. Location and dimensions of all proposed entrances from public right-of-ways. mi ✓ 35. Location of all entrances on adjoining roads within 200 feet of the proposed or existing entrance. 36. Dimensions, boundaries, width, pavement, and construction of planned roads. Utilities Y N 37. Location of all utilities, including sewer and water lines with the size of lines, mains, and laterals. _V"' 38. Location and width of all easements, including access, utility, and drainage easements. f 39. Location and nature of fire lanes, fire hydrants, and all other facilities necessary to meet Fire Code requirements. Parking Y N 40. Calculations describing the required number of parking and loading spaces. 41. Location and dimensions of all parking and loading spaces, driveways, parking aisles, curbing and other features to be used. 42. Location and dimension of all disabled parking spaces and ramps. Natural Features Y N 43. Existing and finished contour lines. 44. Location of steep slopes, woodlands, floodplains, wetlands, sinkholes, and other environmental features. ✓ 45. Location of streams and drainage ways. • 0 Landscaping Y N 46. Landscaping plan describing location and types of plants to be used. 47. Location of required buffers and screening with cross sections or profiles. Erosion and Sediment Control Y N J 48. A stormwater management plan with run off calculations and / location and description of facilities to be used. 49. Soil erosion and sedimentation control plan describing the location and methods to be used to minimize erosion and sedimentation during development. 12 0 Request For Site Plan Comments Department of Planning and Development Mail to: Hand deliver to: Department of Planning and Development 107 N. Kent Street Attn: County Planner Fourth Floor 107_North Kent Street Winchester, VA Winchester, VA 22601 (540) 665-5651 (540) 665-5651 Please fill out the information 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: Address: 1,Q d�- 1ij_.4t.4 Ij4 \,1RC>1 Phone Number: (5 10 ) -,-> d-k - �G( 6 Name of development and/or description of the request: 0AtylCcKel, Location of property: C LU c ems { „ f r'l < e ��. Planning and Development's Comments: 16 0 0 116 North Main Street, PO Box 46, Bridgewater, Virginia 22812 Tel: 540 828-2616 Fax: 540 828-6437 Patton Harris Rust & Associates, pc To Dept. of Planning & Development RE International House of Pancakes 107 N. Kent Street Winchester, VA 22601 County Planner AI MN910N OTTANTTTY F11 F Nn DATE nncrRTPTInN 2 10861-10 6-29-00 Site Plans I Design report I Request for comments I Site plan Application I Review Checklist I Check for Review fees RECEIVED BY DA11 TRANSMITTAL C:yy 1 / DATE 10861-10 PILE 0 Hand VIA C. Brown BY TRANSMITTED ® Herewith ❑ Under Separate Cover MATERIAL ❑ Originals ❑ Photocopies ❑ Samples ❑ Specifications ❑ Shop Drawings ❑ Mylar ® Ozalid Prints ❑ Invoice ❑ Sepia ❑ Disk(s) PURPOSE ❑ Approval ❑ Your Use Your Piles ❑ Please Return ❑ Please Submit 116 North Main Street PO Box 46, Bri kjmter, Virginia 22812 Tel: 540 828-2616 Fax: W 828-W7 Patton Harris Rust & Associates, pc To Dept. of Planning & Development RE International House of Pancakes 107 N. Kent Street Winchester, VA 22601 County Planner ATTENTION Of LAW iTrY F 11 F NO nATF nFgCRrPTIr1N 1 10861-10 6-29-00 Site Plans -Revised per comments BFCF=1\jF=n � V DEPT OF r-A%\ ? DEVELOPMENT RECEIVED HY DATE TRANSMITTAL 8-4-00 DATE 10861-10 FILE M Ups/O'nite 'vTA C. Brown BY TRANSMITTED ® Herewith ❑ Under Separate Cover MATERIAL, ❑ Originals ❑ Photocopies ❑ Samples ❑ Specifications ❑ Shop Drawings ❑ Mylar ® Ozalid Prints ❑ Invoice ❑ Sepia ❑ Disk(s) PURPOSE ❑ Approval ❑ Your Use Your Files ❑ Please Return ❑ Please Submit PHRXAA1