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HomeMy WebLinkAbout33-02 AC Self-Storage - Shawnee - Backfile0 0 '-�Dr �IJI�A W ,Lj � n CIO �� all �e 560 - b a05( � 0 Date CASH 002763 Received Fri; ` / Address _ VL' ZLS �'Ilai—s i F ` e U x c ACCOUNT• �. r Q a EDUE CASH CHE MONEYORDER By Cl CREDIT CARD 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 inc!uded 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. 4 ? L� i s H Virginia Departrnent of Transportation (VDOT) / County Health Department kedeitk Ccurttj Sanitation AL&Cnj N4l G-ty of V`rinchester (Department of planning and Development M a Tcwn cf Stephens City 1� Inspections Department 4L Town of Middletown ✓ Fredericks County Engineer (Public Works)) Airport Authzrity Frederick Count j Fire Mat strJ I.( �, q0 IH Sc1 & Water Conserraticn District Depar`ment of Patios and Rec -aticn � Request for Street Narre 2. One copy of the Site Plan application 3. Eve 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) Ic r SITE PLAN TRACKING SHEET Date: File opened Reference Manual updated/number assigned --�/ D-base updated 102. File given to Renee' to update Application Action Summary CLOSE OUT FILE: .5 //9/4 Approval (or denial) letter mailed to applicant/copy made for file File stamped "approved", "denied" or "withdrawn" D� Reference Manual updated D-base updated File given to Renee' for final update to Application Action Summary O(� U:%C r j1CommonlSi1cPly Revised 03/06/01 FS VALLEY P lil_iil_Ii1_lil II Engineering — Surveying - Planning DANIEL K. MICHAEL, PE Owner CONNIE GOOD-HESS General Manager BRIAN KOERNER, PE Director of Structural Engineering MICHAEL W. MARS, LS Director of Surveying J. RAY NICELY, LS Director of Planning TODD D. WOOD, PE Drainage Calculations for Director of Civil Engineering AC Storage 7560-4 July 31, 2002 Rev:January 21, 2003 `,,�,,t,LTtr 0 Lf MICHAEL K EYERS 16 No.035148 ro��S � (k7 G�-�v ti Sf�NAL 3231 Peoples Drive Harrisonburg, VA 22801 (540) 434-6365 FAX (432)-0685 valley@valleyesp.com ((\/^�/' R E �+ E i `Y I II I III II JAN 2 1 2003 F� PIA" I DANIEL K. MICHAEL, PE Owner CONNIE GOOD-HESS General Manager BRIAN KOERNER, PE Director of Structural Engineering MICHAEL W. MARS, LS Director of Surveying J. RAY NICELY, LS Director of Planning TODD D. WOOD, PE Director of Civil Engineering 3231 Peoples Drive Harrisonburg, VA 22801 (540) 434-6365 FAX (432)-0585 valley@valleyesp.com 1I— VALLEY Engineering — Surveying - Planning Predevelopment Calculations TIME OF CONCENTRATION AND TRAVF,L TIME T" & T, Project AC Storage Area ID PRE-1.1 Present X Developed TC X T, a) Sheet Flow Surface description .................... Range/Field Manning's roughness coef......... n 0.13 Flow length, L(total 5300ft).........ft 190.00 2-year 24-hour rainfall, P2 ...........in 3.50 Land slope, s........................... ft/ft 0.0500 Tl = (0.007(nL)o.$)/(((P2)o.)S .a).hr 0.16 a) Shallow Concentrated Flow V=K(100S)0*5 Unpaved K = 1.61, Paved K=2.03 Surface description .................... Unpaved K=1.61 Flow length, L.........................ft 243 Watercourse slope, s..............ft/ft 0.0247 Average velocity, V...............fl/s 2.53 Tt = U3600V .........................hr 0.03 a) Channel Flow Cross sectional flow area, a ...... ft2 Wetted perimeter, P................ ft Hydraulic radius, r = "/P........ ft Channel Slope, s.................. ft/ft Manning' roughness coef., n........ V =(1.49(r)o.67)(s)o.$))/n......... fUs Flow length, L.......................ft Tt = U3600V .........................hr T., from VDOT plate 5.3......... min Watershed or subarea Tc (total T's)...... min NA NA NA 0.0196 NA NA 522 �— 0.00 —4.00 11 15.28 1 '1TALZ.EY Engineering — Surveying - Planning V— ES, P TIME OF CONCENTRATION AND TRAVEL TIME TC & Tt Project AC Storage Area ID PRE-1.2 Present X Developed a) Sheet Flow Surface description .................... Range/Field Manning's roughness coef......... n 0.13 Flow length, L(total <_300ft)....... ..ft 152.00 2-year 24-hour rainfall, P2 ...........in 3.50 Land slope, s........................... f fft 0.0395 Tt =(0.007(nL)0.8)/(((p2)0.)s°'4).hr 0.15 a) Shallow Concentrated Flow V=K(IOOS)0*5 Unpaved K = 1.61, Paved K=2.03 Surface description .................... Unpaved K=1.61 Flow length, L.........................ft 400 Watercourse slope, s..............fl/ft 0.0275 Average velocity, V...............fl/s 2.67 T, = L/3600V .........................hr a) Channel Flow Cross sectional flow area, a ...... fl2 Wetted perimeter, P................ ft Hydraulic radius, r='/P........ ft Channel Slope, s..................ft/ft Manning' roughness coef., n........ V =(1.49(r)o.61)(s)o.$))/n......... fl/s Flow length, L.......................ft Tt = U3600V .........................hr T, from VDOT plate 5.3......... min Watershed or subarea Tc (total T's)...... min 11 0.04 NA NA NA 0.0116 NA NA 173 0.00 2.00 11 13.39 1 ,V-ALLEY Engineering — Surveying - Planning ES P ' TIME OF CONCENTRATION AND TRAVEL TIME T, & T, Project AC Storage Area ID PRE-2.0 Present x Developed Tc x T, a) Sheet Flow Surface description .................... Range/Field Manning's roughness coef......... n 0.13 Flow length, L(total <300ft)......... ft 115.00 2-year 24-hour rainfall, P2 ...........in 3.50 Land slope, s........................... ft/ft 0.0261 T, = (0.007(nL)"')/(((PZ)"')s"').hr 0.14 a) Shallow Concentrated Flow V=K(100S)0'5 Unpaved K = 1.61, Paved K=2.03 Surface description .................... Unpaved K=1,61 Flow length, L.........................ft 182 Watercourse slope, s..............ft/ft 0.0275 Average velocity, V...............ft/s 2.67 T,= L/3600V .........................hr 0.02� a) Channel Flow Cross sectional flow area, a ...... ft2 Wetted perimeter, PW............... ft Hydraulic radius, r = "/PW....... ft Channel Slope, s.................. ft/ft Manning' roughness coef., n........ V =(1.49(r)o.67)(s)o.$))/n......... fl/s Flow length, L.......................ft Tt = L/3600V .........................hr T, from VDOT plate 5.3......... min Watershed or subarea Tc (total T's)...... min NA NA NA 0.0000 NA NA 0 0.00 0.00 9.54 ��ALLEY Engineering — Surveying - Planning ASP ' TIME OF CONCENTRATION AND TRAVEL TIME Tc & T, Project AC Storage ' Area ID PRE-3.0 Present X Developed 11 Tc X 'I" a) Sheet Flow Surface description .................... Range/Field Manning's roughness coef......... n 0.13 Flow length, L(total <_300ft)......... fl 198.00 2-year 24-hour rainfall, PZ ...........in 3.50 Land slope, s........................... ft/ft 0.0303 T, _(0.007(nL)o.a)/(((p2)0.1)s°'4).hr 0.20 a) Shallow Concentrated Flow V=K(IOOS)0,5 Unpaved K = 1.61, Paved K=2.03 Surface description .................... Unpaved K=1.61 Flow length, L.........................ft 246 Watercourse slope, s..............ft/ft 0.0365 Average velocity, V...............ft/s 3.08 Tt = L/3600V .........................hr 0.02 a) Channel Flow Cross sectional flow area, a ...... ftz Wetted perimeter, P................ ft Hydraulic radius, r = "/PW....... ft Channel Slope, s.................. ft/ft Manning' roughness coef., n........ V =(1.49(r)'-")(s)o.$))/n......... fl./s Flow length, L.......................ft Tt = L/3600V .........................fir T, from VDOT plate 5.3......... min Watershed or subarea Tc (total T's)...... min NA NA NA 0.0213 NA NA 282 0.00 2.50 —16.05 ,VALLEY Engineering — Surveying - Planning Subject A(,_ Sr-o 2A« PC -1>EVEL. VALLEY ENGINEERING - SURVEYING - PLANNING 1041 SOUTH HIGH ST., HARRISONBURG, VA 22801 (540)434-6365 800-343-6365 FAX (540)432-0685 valong@gte.net Sheet No. of Job No. Date 2-jto—o2_ By CHK —�—,-- (. Ael-�A. 3. Acre , I I r , , I ' , -- i - r r I i - I f I — Iq -i I ; t ul-spI r I I I I i -- _ r i I _ ' I I Ii , I 1 I tll r 2 DfLt , . i I I I I P2� ►; I _ T' Pei I.i'Z. I 1 Subject VALLEYSheetNo. Z of 2 ENGINEERING -SURVEYING -PLANNING /aG ST02.I�(T� Job No. Date 7 Flo-aZ 1041 SOUTH HIGH ST., HARRISONBURG, VA 22801 By CHK (540)434-6365 800-343-6365 FAX (540)432-0685 valeng@gte.net 1 - -� -- - - -- -- A2�a, I , , f I I--- 1 I>1—TI } ... f I _--�- � 11412 U i I I -�- -,- -i-- - , I I } I - I ' I i f - - I I I I i I , } - I I , 1 I Y I I i I I , I , \ _1 I , • I I I i —• I — - � , I I I�IIII II -I� I---------- Onus 1 PRE 1.1 ARE4=4.23 AC -PRE 1.2 ARE4=3.47 AC U 1 -1 I* PRE 2.0 AREA=1.18 AC RIX 3.0 -ARE4=4.98 AC'-. �':r .4000 2sy RIM o ll� DANIEL K. MICHAEL, PE Owner CONNIE GOOD-HESS Genera( Manager BRIAN KOERNER, PE Director of Structural Engineering MICHAEL W. MARS, LS Director of Surveying J. RAY NICELY, LS Director of Planning TODD D. WOOD, PE Director of Civil Engineering 3231 Peoples Drive Harrisonburg, VA 22801 (540) 434-6365 FAX (432)-0685 valley@valleyesp.com —III` 1- 1 ,VALLEY Engineering — Surveying - Planning Post Development Calculations VES-p Engineering - Surveying - Planning =1 El I1=111= II lEaIII Street Capacity Calculation Summary 11=1II-1II-1I =111AC Storage -1 1=1 I C-III- I 10-year Storm Rational Formula: Q=CiA Point No. a er- Course Length (FT) Drainage Area (A=Acres) Tc (min) Runoff Coeff. (C) ECA Rainfall Intensity (i=inlhr) Computed Flow Rate (Q=cfs) Street Slope (FT/FT) Flow Depth Notes 1.12 1.11 12.75 0.85 0.94 4.8 4.57 0.0205 0.22 Section Varies 1.11 585 1.04 5.00 0.85 0.88 6.8 6.01 0.0100 0.22 Sect F-F 1.10 2.15 12.75 0.85 1.83 4.8 8.86 0.0100 0.32 Sect E-E 95 0.04 0.49 0.85 0.03 0.0100 1.9 2.19 13.24 0.85 1.86 4.8 8.86 0.0100 0.32 Sect E-E 1.8 585 0.69 5.00 0.85 0.59 6.8 3.99 0.0100 0.18 1 Sect B-B 1.7 2.88 13.24 0.85 2.45 4.8 11.66 0.0100 0.361 Sect E-E 45 0.04 0.23 0.85 0.03 0.0100 1.6 2.92 13.47 0.85 2.48 4.7 11.72 0.0100 0. 361 Sect E-E 1.5 585 0.74 5.00 0.85 0.63 6.8 4.28 0.0100 0.19 Sect B-B 1.4 3.66 13.471 0.85 3.11 4.71 14.69 0.0100 0.39 Sect E-E 39 0.03 0.201 0.85 0.03 0.0100 1.3 3.69 13.67 0.85 3.14 4.7 14.70 0.0100 0.39 Sect E-E 1.2 140 0.23 5.00 0.85 0.20 6.8 1.33 0.0100 0.12 Sect H-H 585 0.58 5.00 0.85 0.49 0.0100 1.1 0.81 5.00 0.85 0.69 6.8 4.68 0.0100 0.201 Sect F-F 1.0 4.5 13.67 0.85 3.83 4.71 17.93 0.0100 0.42 25' Curb Opening 2.1 4.23 15.28 0.3 0.20 4.4 0.87 Same as Pre 1.1 2.0 8.73 15.28 4.02 4.4 17.82 Combine 1.0 & 2.1 3, 0-1 3.87 16.05 0.3 1.16 4.3 5.01 Portion of Pre 3.0 Calculation Shoet loft Drainngo.xls 120/2003 E VAi�LEY SD Engineering - Surveying - Planning 111-II�I IIE :IIIM1 II Street Capacity Calculation SummarygAC Stora e Im111-1T1�T11�1 100-year Storm Rational Formula: Q=CIA Point No. Water - Course Length (FT) Drainage Area (A=Acres) To (min) Runoff Coeff. (C) ECA Rainfall Intensity (1=in/hr) Computed Flow Rate (Q=cfs) Street Slope (FT/FT) I Flow Depth Notes 1.12 1 1.11 12.75 0.85 0.941 6.6 6.38 0.0100 0.29 Section Varies 1.11 585 1.04 5.00 0.85 0.88 9.3 8.21 0.0100 0.24 Sect F-F 1.10 2.15 12.75 0.85 1.83 6.8 12.36 0.0100 0.37 Sect E-E 95 0.04 0.49 0.85 0.03 0.0100 1.9 2.19 13.24 0.65 1.86 6.7 12.38 0.0100 0.37 Sect E-E 1.8 1 585 0.69 5.00 0.85 0.59 9.3 5.45 0.0100 0.21 Sect B-B 1.7 1 2.88 13.24 0.85 2.45 6.7 16.28 0.0100 0.41 Sect E-E 45 0.04 0.23 0.85 0.03 0.0100 1.6 2.92 13.47 0.85 2.48 6.6 16.38 0.0100 0.41 Sect E-E 1.5 585 0.741 5.00 0.85 0.63 9.3 5.84 0.0100 0.21 Sect B-13 1.4 3.661 13.47 0.85 3.11 6.6 20.53 0.0100 0.44 Sect E-E 39 0.03 0.20 0.85 0.03 0.0100 1.31 3.69 13.67 0.85 3.14 6.6 20.56 0.0100 0.45 Sect E-E E12 140 0.23 5.00 0.85 0.20 9.3 1.82 0.0100 0.14 Sect H-H rnr n r;n n nn n na n eQ n n100 1.1 i Hil 5.00 0.85 6!651 9.31 6.391 0.01001 0.221 Sect F-F 1.0 4.51 13.671 0.851 3.831 6.61 25.071 0.01001 0.48 25' Curb Opening Calculation Sheol loft Drainag"Is 1202003 CALDWELL LANE- VA. RTE. 717 / E W / Z r I \ P m I 1 N \ \ TM 63-A-139 S BO}D 7M 63-A-138 7M 63-A-137 AND N/1- XHN C RUSSELL, R 1 1 1u ZONE: � USE RESIDENRAL NI XSEPN BURRIS k KTMBERLY D. NARLEY DERT SUS ZOVUSAN �IPS7ER RP ZAlE RA USE RES/DENPA�o L— �— n I ZONE- RP USE REME N77AL U -IT. RE5ES/DENT]AL USE N 54.14'14' E / 600.00 -, I 1 \ 1 1 � LEGEND ® ooai Port _ g ; R — awe IM eME j JIM 7M 63-A-136 = N/F "ES FAIRCLOTN w T ZONE RP w (\J� USE RESIDENTIAL z_ 15S 1 0�ac Li CL 3< U ' W I ` \ O! W T 7M 63-A-135 0 (V\ I ZONE - RP WISE AND NRGINIA NEKUN N I USE RESIDENTIAL n- / /v \ S=1.0% / i 1 S=1.0% TM 63-4-4BI \ N/F MLLIAM P. CALDWELL, JR \ TM 63-4-4C OVER: WARREN J. RANKTN USE: RESIDEN7IAL I ZONE. RA i 1 \ USE. VACANT 1i I 1 K 0 I p N s 1 • U 1 w 0 t I \ 692.30 / i 7" 63-4-4 / N/F KA7NRINE R. L ZONE. RA / USE. VACANT r I \ P \ I� N TM 63-A-140 I N/F 7ERRY AND SUSAN CARLYLE ZONE. RP USE: VACANT i I I V��Sp Engineering — Surveying - Planning iii_iii 1 ' DANIEL K. MICHAEL, PE Owner 'CONNIE GOOD-HESS General Manager BRIAN KOERNER, PE Director of Structural Engineering MICHAEL W. MARS, LS Director of Surveying 'J. RAY NICELY, LS Director of Planning TODD D. WOOD, PE Director of Civil Channel Calculations Engineering t 1 '3231 Peoples Drive Harrisonburg, VA 22801 (540) 434-6365 ' FAX (432)-0685 valley@valleyesp.com I— Channel A -A Design Capacity Worksheet for Triangular Channel SC E ?LAP5 t'-oG C 11AI�N L (OC�rlor�5 Project Description Worksheet Channel A -A Flow Element Triangular Chan Method Manning's Form Solve For Discharge Input Data Mannings Coeffici 0.030 Slope .010000 ft/ft Depth 1.00 ft Left Side Slope 6.00 H : V Right Side Slope 6.00 H : V Results Discharge 18.55 cfs Flow Area 6.0 ft2 Wetted Perim( 12.17 ft Top Width 12.00 It Critical Depth 0.90 ft Critical Slope 0.017422 ft/ft Velocity 3.09 ft/s Velocity Head 0.15 ft Specific Energ 1.15 ft Froude Numb( 0.77 Flow Type SubcdUcal Project Engineer: Daniel Michael d:\...\flowmaster\ac storage.fm2 VALLEY ENGINEERING, PLC. FlowMaster v6.0 [614b] 07/19/02 11:46:18 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Channel A -A Min. Depth Worksheet for Triangular Channel Project Description Worksheet Channel A -A Flow Element Triangular Chan Method Manning's Form Solve For Channel Depth Input Data Mannings Coeffici 0.030 Slope .010000 ft/ft Left Side Slope 6.00 H : V Right Side Slope 6.00 H : V Discharge 6.65 cfs Results Depth 0.68 ft Flow Area 2.8 ftz Wetted Perim( 8.28 ft Top Width 8.17 ft Critical Depth 0.60 ft Critical Slope 0.019976 ft/ft Velocity 2.39 ft/s Velocity Head 0.09 ft Specific Energ 0.77 ft Froude Numb( 0.72 Flow Type Subcritical Project Engineer: Daniel Michael d:\...\flowmaster\ac storage.fm2 VALLEY ENGINEERING, PLC. FlowMaster v6.0 (614b] 07/19/02 11:47:36 AM 0 Haostad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 ' Channels 13-13 & F-F Worksheet for Triangular Channel ' Project Description Worksheet CHANNEL B-B Flow Element Triangular Chan Method Manning's Form Solve For Discharge ' Input Data Mannings Coeffici 0.013 Slope .010000 ft/ft Depth 0.24 ft Left Side Slope 50.00 H : V Right Side Slope 50.00 H : V ' Results Discharge 8.01 cis ' Flow Area 2.9 ft' Wetted Perim( 24.00 ft Top Width 24.00 ft Critical Depth 0.28 It ' Critical Slope 0.004768 ft/ft Velocity 2.78 ft/s Velocity Head 0.12 It Specific Energ 0.36 ft Froude Numb( 1.42 Flow Type Supercritical Project Engineer: Daniel Michael d:\...\flowmaster\ac storage.fm2 VALLEY ENGINEERING, PLC. FlowMaster v6.0 [614bj ' 12/04/02 10:19:36 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Channel C-C Capacity Worksheet for Trapezoidal Channel Project Description Worksheet Channel C-C Flow Element Trapezoidal Chai Method Manning's Form( Solve For Discharge Input Data Mannings Coeffici 0.030 Slope .010000 ft/ft Depth 1.00 ft Left Side Slope 3.00 H : V Right Side Slope 3.00 H : V Bottom Width 5.00 ft Results Discharge 31.43 cfs Flow Area 8.0 ft' Wetted Perim( 11.32 ft Top Width 11.00 It Critical Depth 0.89 It Critical Slope 0.015627 ft/ft Velocity 3.93 ft/s Velocity Head 0.24 ft Specific Energ 1.24 It Froude Numb( 0.81 Flow Type Subcritical Project Engineer: Daniel Michael d:\...\flowmaster\ac storage.fm2 VALLEY ENGINEERING, PLC. FlowMaster v6.0 [614b] 07/19/02 12:20:13 PM 0 Haostad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 765-1666 Page 1 of 1 Channel D-D Capacity Worksheet for Trapezoidal Channel ' Project Description Worksheet Channel D-D Flow Element Trapezoidal Chai ' Method Manning's Fermi. Solve For Discharge ' Input Data Mannings Coeffici 0.030 Slope .005000 ft/ft Depth 1.00 ft ' Left Side Slope 3.00 H : V Right Side Slope 3.00 H : V Bottom Width 10.00 ft ' Results Discharge 39,12 cfs ' Flow Area 13.0 ft' Wetted Perim( 16.32 ft Top Width 16.00 ft Critical Depth 0.72 ft ' Critical Slope 0.015769 ft/ft Velocity 3.01 ft/s Velocity Head 0,14 ft Specific Energ 1.14 ft Froude Numb( 0.59 Flow Type Subcritical II Project Engineer: Daniel Michael ' d:1-11owmasterlac storage.fm2 07/22/02 04:09:05 PM 0 Haostad Methods, VALLEY ENGINEERING, PLC. FlowMaster v6.0 [614bj Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 � I Channel E-E Worksheet for Triangular Channel II Project Description Worksheet CHANNEL E-E Flow Element Triangular Chan Method Manning's Form Solve For Discharge Input Data Mannings Coeffici 0.013 Slope .010000 ft/ft Depth 0.56 ft Left Side Slope 0.00 H : V Right Side Slope 50.00 H : V Results Discharge 37.85 cis Flow Area 7.8 ftz Wetted Perim( 28.57 ft Top Width 28.00 It Critical Depth 0.68 ft Critical Slope 0.003629 ft/ft Velocity 4,83 ft/s Velocity Head 0.36 ft Specific Energ 0.92 ft Froude Numb( 1.61 Flow Type Supercritical Project Engineer: Daniel Michael d:\...\flowmaster\ac storage.fm2 VALLEY ENGINEERING, PLC. FlowMaster v6.0 [614b] 12/04/02 10:25:11 AM 0 Haostad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Channel G-G Worksheet for Trapezoidal Channel Project Description Worksheet G-G Flow Element Trapezoidal Chai Method Manning's Fermi. Solve For Discharge Input Data Mannings Coeffici 0.030 Slope .010000 ft/ft Depth 0.50 ft Left Side Slope 3.00 H : V Right Side Slope 3.00 H : V Bottom Width 15.00 ft Results Discharge 24.15 cfs Flow Area 8.3 ftz Wetted Perim( 18.16 ft Top Width 18.00 ft Critical Depth 0.42 ft Critical Slope 0.018146 ft/ft Velocity 2.93 ft/s Velocity Head 0.13 ft Specific Energ 0.63 ft Froude Numb( 0.76 Flow Type Subcribcal Project Engineer: Daniel Michael d:\...\flowmaster\ac storage.fm2 VALLEY ENGINEERING, PLC. FlowMaster v6.0 [614bj 12/04/02 10:26:59 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 ES, P DANIEL K. MICHAEL, PE Owner CONNIE GOOD-HESS General Manager BRIAN KOERNER, PE Director of Structural Engineering MICHAEL W. MARS, LS Director of Surveying J. RAY NICELY, LS Director of Planning TODD D. WOOD, PE Director of Civil Engineering 3231 Peoples Drive Harrisonburg, VA 22801 (540) 434-6365 FAX (432)-0685 (va I ley@valleyesp.com II I -I I VALLEY Engineering — Surveying - Planning Detention Basin Calculations ESP VALLEY Engincering — Survcying - Planning Basin A - Critical Volume Storm AC Storage 7560-4 STORM WATER MANAGEMENT AND EROSION & SEDIMENT CONTROL POST -DEVELOPED FLOW: PROPOSED CONDITIONS: The area for the post developed flow will consist of 8.73AC of on -site runoff. Onsite Total acreage = 8.73 "C" Value = 0.50 Te = 15.00 min Released Uncontrolled Minimum release Uncontrolled. RELEASE RATES: i year(Qi) = Q(i)prc-devclopcd - %)rcicnscd uncontrolk;d 10 year = 10.30 - 0.00 I r. b / X I c TIME CRITICAL VOLUME - 10 YEAR STORM Iteratively solve for volume: Critical Duration: 15 min Critical Volulne: 5,690.27 FT-3 AC (Average)(0.46 rounded to 0.50) cfs= 10.30 cfs B = �s (2.67 t� ) Rainfall Vbhuyr = 2 BQ s + L(D — t, )QS TE D = Rainfall Dr>ration Q�, = Peak Flow Q9 = Storage inflow B = Storage Flydrograph Base Durahon Artz and Associates, PLC A Subsidiary of Valley Engineering, PI.0 ENGINEERING LAND SURVEYING LAND PLANNING 16 EAST PICCADILLY ST. WINCHESTER, VA. 22601-4740 TEL 540-667-3233 FAX 540-667-9188 TOLL FREE I-800-755-7320 Basin Data SEDIMENT TRAP Disturbed Area to Basin: 8.73 Ac Basin Top: 98.0 Volume Required: 31,585 CF Basin Bottom: 93.7 Wet Storage Volume: 15,793 CF 6hr Drawdown Rate: 0.87 cfs Runoff Coefficient "C": 0.50 Q=CA(2gh)^0.5 iloo= 6.60 in/hr "i Pipe Area: 0.28 sf Qj00=CiI00A= 28.81 cfs Dewater Pipe Size: 7.1 in Use 6" Q,.=CdLdls L= Spillway Length d= 0.5 ft (Height above Crest) Cd= 3.5 Computed Spillway Length= 23.3 ft Design Spillway Length=11 25 ft Elevation Area Inc. Volume 94 5,210 sf 95 12,734 sf 8,972 CF 96 18,772 sf 15,753 CF Spillway El 971 22,911 sf 20,842 CF TOTAL: 45,567 CF Wet storage elevation = 95.43 ' Basin Outlet Pipe - Maximum Discharge Worksheet for Pressure Pipe ' Project Description Worksheet Pressure Pipe - 1 Flow Element Pressure Pipe ' Method Hazen -Williams Foi Solve For Discharge ' Input Data Pressure at ' 2.37 feet H2( Pressure at : 0.00 feet H2( Elevation at 0.00 ft ' Elevation at: 0.00 It Length 100.00 ft ' C Coefficient 150.0 Diameter 15 in Results ' Discharge 15.47 cfs Headless 2.37 ft Energy Grade at' 4.84 ft Energy Grade at, 2.47 ft ' Hydraulic Grade E 2.37 ft Hydraulic Grade E 0.00 ft ' Flow Area 1.2 ft2 Wetted Perimeter 3.93 ft Velocity 12.61 ft/s Velocity Head 2.47 ft ' Friction Slope .023749 ft/ft Project Engineer: Daniel Michael d:\...\flowmaster\ac storage.fm2 VALLEY ENGINEERING, PLC. FlowMaster v6.0 [614b] ' 07/22/02 09:26:38 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 11 7 7 VALLEY Engineering - Surveying - Planning Basin A - Storage Routing AC Storage 7560-4 ni itlat= IS" C)rifira in RiSar (n� At Rottnm of Rasin 10- r Critical Storm Time min Qin cfs Volume in(FT A3 Basin Stage FT Qout (CFS) IVolume Out(FT A3 Storage Volume(FT A3 0 0.00 0.00 0.00 0.00 0.00 0.00 0.5 0.65 19.64 0.00 0.00 0.00 19.64 1 1.31 39.28 0.01 0.00 0.01 58.91 1.5 1.96 58.92 0.01 0.00 0.04 117.79 2 2.62 78.56 0.02 0.00 0.11 196.25 2.5 3.27 98.20 0.03 0.01 0.24 294.21 3 3.93 117.84 0.05 0.02 0.46 411.58 3.5 4.58 137.48 0.06 0.03 0.82 548.24 4 5.24 157.12 0.08 0.04 1.35 704.01 4.5 5.89 176.76 0.10 0.07 2.09 878.68 5 6.55 196.40 0.12 0.10 3.10 1071.98 5.5 7.20 216.04 0.14 0.15 4.42 1283.59 6 7.86 235.68 0.17 0.20 6.11 1513.16 6.5 8.51 255.32 0.20 0.27 8.22 1760.26 7 9.17 274.96 0.23 0.36 10.80 2024.41 7.5 9.82 294.60 0.26 0.46 13.91 2305.11 8 10.47 314.24 0.29 0.59 17.58 2601.77 8.5 11.13 333.88 0.33 0.73 21.85 2913.80 9 11.78 353.52 0.36 0.89 26.78 3240.54 9.5 12.44 373.16 0.40 1.08 32.38 3581.32 10 13.09 392.80 0.44 1.29 38.67 3935.45 10.5 13.75 412.44 0.48 1.52 45.68 4302.21 11 14.40 432.08 0.53 1.78 53.39 4680.90 11.5 15.06 451.72 0.57 2.06 61.81 5070.81 12 15.71 471.36 0.62 2.36 70.92 5471.25 12.5 16.37 491.00 0.66 2.69 80.67 5881.58 13 17.02 510.64 0.71 3.03 91.04 6301.19 13.5 17.68 530.28 0.76 3.40 101.95 6729.51 14 18.33 549.92 0.81 3.78 113.35 7166.09 14.5 18.99 569.56 0.86 4.17 125.13 7610.52 15 19.64 589.20 0.91 4.57 137.19 8062.53 15.5 19.25 577.44 0.96 4.95 148.60 8491.37 16 18.86 565.68 1.01 5.28 158.32 8898.73 16.5 18.46 553.92 1.03 5.47 163.99 9288.66 17 18.07 542.16 1.05 5.64 169.31 9661.51 17.5 17.68 530.40 1.08 5.81 174.28 10017.63 18 17.29 518.64 1.10 5.96 178.91 10357.35 18.5 16.90 506.88 1.12 6.11 183.19 10681.04 19 16.50 495.12 1.14 6.24 187.13 10989.03 19.5 16.11 483.36 1.161 6.36 190.72 11281.67 20 15.72 471.60 1.181 6.47 193.971 11559.29 1 1 p VALLEY LS Engineering - Surveying - Punning III-IfI-III-III-III Basin A -Storage Routing -III-III-III=III-_ AC Storage 1 -III=III=III=III=III 7560-4 1 Outlet= 15" Orifice in Riser @ At Bottom of Basin 10- r Critical Storm Time min Qin cfs Volume in FT^3 Basin Sta e FT Qout CFS Volume Out FT^3 Stora e Volume (FT A3 20.5 15.33 459.83 1.19 6.56 196.88 11822.24 21 14.94 448.07 1.21 6.65 199.46 12070.86 21.5 14.54 436.31 1.22 6.72 201.69 12305.49 1 22 14.15 424.55 1.24 6.79 203.55 12526.49 22.5 13.76 412.79 1.25 6.83 204.84 12734.44 23 13.37 401.03 1.26 6.86 205.86 12929.61 23.5 12.98 389.27 1.28 6.89 206.80 13112.08 1 24 12.58 377.51 1.29 6.92 207.68 13281.91 24.5 12.19 365.75 1.30 6.95 208.49 13439.17 25 11.80 353.99 1.31 6.97 209.23 13583.93 ' 25.5 11.41 342.23 1.31 7.00 209.91 13716.25 26 11.02 330.47 1.32 7.02 210.52 13836.21 26.5 10.62 318.71 1.33 7.04 211.06 13943.85 27 10.23 306.95 1.34 7.05 211.54 14039.26 1 27.5 9.84 295.19 1.34 7.07 211.96 14122.48 28 9.45 283.43 1.34 7.08 212.32 14193.59 28.5 9.06 271.67 1.35 7.09 212.62 14252.63 1 29 8.66 259.91 1.35 7.10 212.86 14299.68 29.5 8.27 248.15 1.35 7.10 213.03 14334.79 30 7.88 236.39 1.36 7.10 213.15 14358.03 1 30,5 7,49 224,63 1,36 7.11 213,21 14369,45 31 7.10 212.86 1.36 7.11 213.21 14369.11 31.5 6.70 201.10 1.36 7.10 213.15 14357.07 32 6.31 189.34 1.35 7.10 213.03 14333.38 ' 32.5 5.92 177.58 1.35 7.09 212.85 14298.12 33 5.53 165.82 1.35 7.09 212.61 14251.33 33.5 5.14 154.06 1.34 7.08 212.32 14193.07 1 34 4.74 142.30 1.34 7.07 211.97 14123.40 34.5 4.35 130.54 1.34 7.05 211.56 14042.38 35 3.96 118.78 1.33 7.04 211.09 13950.07 1 35.5 3.57 107,02 1,32 7,02 210.57 13846.52 36 3.18 95.26 1.32 7.00 209.98 13731.80 36.5 2.78 83.50 1.31 6.98 209.34 13605.95 37 2.39 71.74 1.30 6.95 208.64 13469.05 1 37.5 2.00 59.98 1.29 6.93 207.88 13321.14 38 1.61 48.22 1.28 6.90 207.06 13162.30 38.5 1.22 36.46 1.27 6.87 206.19 12992.57 1 39 0.82 24.70 1.26 6.84 205.25 12812.02 39.5 0.43 12.94 1.24 6.81 204.25 12620.70 401 0.04 1.181 1.23 6.76 202.68 12419.20 40.51 0.00 0.001 1.22 6.701 200.881 12218.31 LI F 7 E VALLEY SEngineering - Surveying - Planning -III-III=III=111r=1II Basin A - Storage Routing 1-I I I=1 I IA 11=I I I= AC Storage 11=1 11=1 11=1 HEM I 7560-4 nutlet= 15" Orifice in Riser an At Bottom of Basin 10- r Critical Storm Time min Qin cfs Volume in FT^3 Basin Stage FT) jQout CFS Volume Out FT^3 Stora e Volume FT^3 41 0.00 0.00 1.21 6.63 198.94 12019.37 41.5 0.00 0.00 1.19 6.56 196.88 11822.49 42 0.00 0.00 1.18 6.49 194.74 11627.74 42.5 0.00 0.00 1.17 6.42 192.54 11435.21 43 0.00 0.00 1.16 6.34 190.28 11244.93 43.51 0.001 0.001 1.141 6.271 187.971 11056.96 7 I J vi�- L VALEY Sn Engineering - Surveying - Plmning -I II=II I-III=III==III Basin A - Storage Routing -III-III-III-III= AC Storage 1=1 11=1 I I-1 I I-1 I I 7660-4 nutlet= 15" nrifire in Riser an At Rottom of Rasin 2- r Check Storm Time min Qin cfs Volume in(FT A3 Basin Stage FT Qout CFS Volume Out(FT A3 Storage Volume FT^3) 0 0.00 0.00 0.00 0.00 0.00 0.00 0.5 0.49 14.62 0.00 0.00 0.00 14.62 1 0.97 29.24 0.00 0.00 0.01 43.85 1.5 1.46 43.86 0.01 0.00 0.02 87.69 2 1.95 58.48 0.02 0.00 0.06 146.11 2.5 2.44 73.10 0.02 0.00 0.13 219.08 3 2.92 87.72 0.03 0.01 0.26 306.54 3.5 3.41 102.34 0.05 0.02 0.46 408.43 4 3.90 116.96 0.06 0.03 0.75 524.63 4.5 4.39 131.58 0.07 0.04 1.17 655.05 5 4.87 146.20 0.09 0.06 1.74 799.51 5.5 5.36 160.82 0.11 0.08 2.48 957.85 6 5.85 175.44 0.13 0.11 3.44 1129.85 6.5 6.34 190.06 0.15 0.15 4.64 1315.26 7 6.82 204.68 0.17 0.20 6.12 1513.82 7.5 7.31 219.30 0.19 0.26 7.91 1725.22 8 7.80 233.92 0.22 0.33 10.03 1949.10 8.5 8.28 248.54 0.24 0.42 12.54 2185.11 9 8.77 263.16 0.27 0.51 15.44 2432.83 9.5 9.26 277.78 0.30 0.63 18.77 2691.84 10 9.75 292.40 0.33 0.75 22.55 2961.70 10.5 10.23 307.02 0.36 0.89 26.80 3241.92 11 10.72 321.64 0.40 1.05 31.54 3532.02 11.5 11.21 336.26 0.43 1.23 36.78 3831.50 12 11.70 350.88 0.47 1.42 42.52 4139.87 12.5 12.18 365.50 0.50 1.63 48.77 4456.60 13 12.67 380.12 0.54 1.85 55.51 4781.21 13.5 13.16 394.74 0.58 2.09 62.75 5113.19 14 13.65 409.36 0.62 2.35 70.47 5452.08 14.5 14.13 423.98 0.65 2.62 78.64 5797.42 15 14.62 438.60 0.70 2.91 87.23 6148.79 15.5 14.33 429.85 0.73 3.19 95.63 6483.01 16 14.04 421.09 0.77 3.46 103.78 6800.31 16.5 13.74 412.34 0.80 3.72 111.63 7101.02 17 13.45 403.58 0.84 3.97 119.14 7385.46 17.5 13.16 394.83 0.87 4.21 126.29 7654.00 18 12.87 386.07 0.90 4.43 133.04 7907.03 18.5 12.58 377.32 0.92 4.65 139.39 8144.96 19 12.29 368.56 0.95 4.84 145.33 8368.19 19.51 11.99 359.81 0.971 5.03 150.86 8577.14 201 11.70 351.061 1.001 5.201 155.98 8772.21 J Es, P VALLEY Engineering - Surveying - Planning Basin A - Storage Routing AC Storage 7560-4 ni itlat= 15" nrificP in Riser (a� At Rottom of Risin 2- r Check Storm Time min Qin(cfs) IVolume in(FT A3 Basin Stage FT) jQout CFS Volume Out(FT A3 Storage Volume(FT A3 20.5 11.41 342.30 1.01 5.31 159.15 8955.36 21 11.12 333.55 1.02 5.39 161.65 9127.25 21.5 10.83 324.79 1.03 5.47 163.98 9288.07 22 10.53 316.04 1.04 5.54 166.13 9437.98 22.5 10.24 307.28 1.05 5.60 168.11 9577.15 23 9.95 298.53 1.06 5.66 169.93 9705.74 23.5 9.66 289.77 1.06 5.72 171.59 9823.93 24 9.37 281.02 1.07 5.77 173.09 9931.85 24.5 9.08 272.26 1.08 5.81 174.45 10029.67 25 8.78 263.51 1.08 5.86 175.66 10117.52 25.5 8.49 254.76 1.09 5.89 176.72 10195.55 26 8.20 246.00 1.09 5.92 177.65 10263.91 26.5 7.91 237.25 1.10 5.95 178.44 10322.71 27 7.62 228.49 1.10 5.97 179.11 10372.09 27.5 7.32 219.74 1.10 5.99 179.65 10412.18 28 7.03 210.98 1.10 6.00 180.06 10443.11 28.5 6.74 202.23 1.11 6.01 180.35 10464.99 29 6.45 193.47 1.11 6.02 180.52 10477.94 29.5 6.16 184.72 1.11 6.02 180.58 10482.09 30 5.87 175.97 1.11 6.02 180.52 10477.54 30.5 5.57 167.21 1.11 6.01 180.34 10464.41 31 5.28 158.46 1.10 6.00 180.05 10442.81 31.5 4.99 149.70 1.10 5.99 179.65 10412.86 32 4.70 140.95 1.10 5.97 179.14 10374.66 32.5 4.41 132.19 1.10 5.95 178.52 10328.33 33 4.11 123.44 1.09 5.93 177.79 10273.98 33.5 3.82 114.68 1.09 5.90 176.94 10211.73 34 3.53 105.93 1.09 5.87 175.99 10141.67 34.5 3.24 97.17 1.08 5.83 174.92 10063.92 35 2.95 88.42 1.07 5.79 173.74 9978.60 35.5 2.66 79.67 1.07 5.75 172.45 9885.81 36 2.36 70.91 1.06 5.70 171.05 9785.67 36.5 2.07 62.16 1.06 5.65 169.54 9678.28 37 1.78 53.40 1.05 5.60 167.92 9563.76 37.5 1.49 44.65 1.04 5.54 166.19 9442.22 38 1.20 35.89 1.03 5.48 164.35 9313.77 38.5 0.90 27.14 1.02 5.41 162.40 9178.51 39 0.61 18.38 1.01 5.34 160.33 9036.56 39.5 0.32 9.63 1.00 5.27 158.17 8888.02 401 0.031 0.881 0.99 5.17 154.98 8733.92 7 E VALLEY Sn Engineering - Surveying - Planning II I-III=III-IIII=III Basin A - Storage Routing =II I -I II-III=III- AC Storage III=1 11=1 11=�=1 11 7660-4 Outlet= 15" nrifir.P in RisPr n At Rnttnm of Rasin 100- r Check Storm Time min Qin cfs Volume in(FT A3 Basin Sta e FT Qout CFS Volume Out(FT A3 Storage Volume(FT A3 0 0.00 0.00 0.00 0.00 0.00 0.00 0.5 0.97 29.24 0.00 0.00 0.00 29.24 1 1.95 58.48 0.01 0.00 0.02 87.70 1.5 2.92 87.72 0.02 0.00 0.08 175.33 2 3.90 116.96 0.03 0.01 0.23 292.06 2.5 4.87 146.20 0.05 0.02 0.52 437.73 3 5.85 175.44 0.07 0.03 1.02 612.15 3.5 6.82 204.68 0.09 O.o6 1.80 815.03 4 7.80 233.92 0.12 0.10 2.95 1045.99 4.5 8.77 263.16 0.15 0.15 4,57 1304.58 5 9.75 292.40 0.18 0.22 6.74 1590.24 5.5 10.72 321.64 0.21 0.32 9.57 1902.31 6 11.70 350.88 0.25 0.44 13.15 2240.04 6.5 12.67 380.12 0.29 0.59 17.59 2602.57 7 13.65 409.36 0.34 0.76 22.95 2988.99 7.5 14.62 438.60 0.38 0.98 29.31 3398.27 8 15.59 467.84 0.43 1.22 36.74 3829.38 8.5 16.57 497.08 0.48 1.51 45.26 4281.19 9 17.54 526.32 0.54 1.83 54.91 4752.61 9.5 18.52 555.56 0.59 2.19 65.66 5242.51 10 19.49 584.80 0.65 2.58 77.49 5749.81 10.5 20.47 614.04 0.71 3.01 90.34 6273.51 11 21.44 643.28 0.77 3.47 104.10 6812.69 11.5 22.42 672.52 0.83 3.95 118.64 7366.56 12 23.39 701.76 0.90 4.46 133.78 7934.55 12.5 24.37 731.00 0.97 4.98 149.26 8516.29 13 25.34 760.24 1.02 5.38 161.48 9115.06 13.5 26.32 789.48 1.06 5.68 170.33 9734.21 14 27.29 818.72 1.10 5.97 179.13 10373.79 14.5 28.27 847.96 1.14 6.26 187.69 11034.06 15 29.24 877.20 1.19 6.52 195.72 11715.54 15.5 28.66 859.69 1.23 6.74 202.28 12372.95 16 28.07 842.18 1.27 6.88 206.27 13008.86 16.5 27.49 824.67 1.31 6.98 209.44 13624.10 17 26.91 807.16 1.35 7.08 212.45 14218.81 17.5 26.32 789.66 1.38 7.18 215.32 14793.15 18 25.74 772.15 1.42 7.27 218.06 15347.24 18.5 25.15 754.64 1.45 7.36 220.66 15881.22 19 24.57 737.13 1.49 7.44 223.13 16395.21 19.51 23.991 719.62 1.52 7.52 225.49 16889.34 201 23.401 702.111 1.55 7.59 227.73 17363.7211 1 VALLEY ES Engineering - Surveying - Planning V 1 P III-III=III=III-II Basin A - Storage Routing I-III=1I1=111=III- AC Storage 1 I I 1=1 11=1 11=1 I f=1 I I 7660-4 Outlet= 15" Orifice in Riser @ At Bottom of Basin 1 1 1 1 1 1 1 1 1 1 i 100- r Check Stone Time min Qin cfs Volume in (FT A3 Basin Stage FT Qout CFS Volume Out FT^3 Stora e Volume FT^3 20.5 22.82 684.60 1.58 7.66 229.85 17818.47 21 22.24 667.09 1.60 7.73 231.87 18253.70 21.5 21.65 649.58 1.63 7.79 233.77 18669.51 22 21.07 632.07 1.66 7.85 235.58 19066.00 22.5 20.49 614.57 1.68 7.91 237.29 19443.28 23 19.90 597.06 1.70 7.96 238.89 19801.45 23.5 19,32 579.55 1.72 8.01 240.41 20140.59 24 18.73 562.04 1.74 8.06 241.82 20460.80 24.5 18.15 544.53 1.76 8.11 243.15 20762.18 25 17.57 527.02 1.78 8.15 244.39 21044.81 25.5 16.98 509.51 1.80 8.18 245.54 21308.77 26 16.40 492.00 1.81 8.22 246.61 21554.17 26.5 15.82 474.49 1.83 8.25 247.59 21781.07 27 15.23 456.98 1.84 8.28 248.49 21989.57 27.5 14.65 439.48 1.85 8.31 249.30 22179.74 28 14.07 421.97 1.87 8.33 250.04 22351.66 28,5 13.48 404.46 1.88 8.36 250.70 22505.43 29 12.90 386.95 1.88 8.38 251.27 22641.10 29.5 12,31 369.44 1.89 8.39 251.77 22758.77 30 11.73 351.93 1.90 8.41 252.20 22858.50 30.5 11.15 334.42 1.90 8.42 252.54 22940.38 31 10.56 316.91 1.91 8.43 252.81 23004.48 31.5 9.98 299.40 1.91 8.43 253.01 23050.87 32 9.40 281.89 1.91 8.44 253.13 23079.63 32.5 8.81 264.39 1.91 8.44 253.18 23090.84 33 8.23 246.88 1.91 8.44 253.15 23084.56 33.5 7.65 229.37 1.91 8.44 253.05 23060.88 34 7.06 211.86 1.91 8.43 252.88 23019.86 34.5 6.48 194.35 1.90 8.42 252.63 22961.58 35 5.89 176.84 1.90 8.41 252.31 22886.10 35.5 5.31 159.33 1.89 8.40 251.92 22793.51 36 4.73 141.82 1.89 8.38 251.46 22683.88 36.5 4.14 124.31 1.88 8.36 250.92 22557.28 37 3.56 106.80 1.87 8.34 250.31 22413.78 37.5 2.98 89.30 1.86 8.32 249.62 22253.45 38 2.39 71.79 1.85 8.30 248.86 22076.38 38.5 1.81 54.28 1.84 8.27 248.03 21882.63 39 1.23 36.77 1.82 8.24 247.12 21672.28 39.5 0.64 19.26 1.81 8.20 246.14 21445.40 40 0.06 1.75 1.79 8.17 245.08 21202.07 ,VALLEY .Es P Engineering — Surveying - Planning iiii i6iiiiii iJI 1 Tip Ti DANIEL K. MICHAEL, PE Owner CONNIE GOOD-HESS General Manager BRIAN KOERNER, PE Director of Structural ' Engineering MICHAEL W. MARS, LS ' Director of Surveying J. RAY NICELY, LS Director of Planning D. WOOD, PE Director of Civil 'TODD Engineering Offsite Channel Adequacy Calculations 3231 Peoples Drive Harrisonburg, VA 22801 (540) 434-6365 FAX (432)-0685 valley@valleyesp.com East Natural Channel (Approx 100ft DS of site) Worksheet for Irregular Channel Project Description Worksheet EAST EXISTING -I- Flow Element Irregular Channel Method Manning's Formula Solve For Channel Depth Input Data Slope .013000 ft/ft Discharg( 5.01 cis �� �[ r 1�C•ow I' l�'r S i 1 Options Current Roughness Metho, oved Lotter's Method Open Channel Weighting P oved Lotter's Method Closed Channel Weighting Horton's Method Results Mannings Coefficier 0.030 Water Surface Elew 96.33 ft Elevation Range 3.00 to 98.10 Flow Area 2.6 ftz Wetted Perimeter 12.83 ft Top Width 12.80 ft Actual Depth 0.33 ft Critical Elevation 96.29 ft Critical Slope 0.023287 ft/ft Velocity 1.94 ft/s -16;- Lc),--) �t,-( Velocity Head 0.06 ft �edUNi) COV>;f�- Specific Energy 96.39 ft Froude Number 0.76 Flow Type Subcritical Roughness Segments Start End Mannings Station Station Coefficient 0+00 1+13 0.030 Natural Channel Points Station (ft) Elevation (ft) 0+00 97.50 0+06 97.30 0+13 97.00 0+28 96.40 0+36 96.00 0+38 96.00 0+39 96.00 0+47 96.80 0+48 96.80 0+52 96.70 0+65 97.00 Project Engineer: Daniel Michael d:\...\flowmaster\ac storage.fm2 VALLEY ENGINEERING, PLC. FlowMaster v6.0 [614b] 12/04/02 11:03:22 AM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 2 ' East Natural Channel (Approx 100ft DS of site) Worksheet for Irregular Channel ' Natural Channel Points Station Elevation (ft) (ft) ' 0+80 97.10 0+92 97.10 1 +06 97.70 1+11 98.00 1+12 98.00 1+13 98.10 1 t Project Engineer: Daniel Michael dA... \flowmaster\ac storage.fm2 VALLEY ENGINEERING, PLC. FlowMaster v6.0 (614b) ' 12/04/02 11:03:22 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 2 of 2 West Natural Channel (Approx 100ft DS of Site) Worksheet for Irregular Channel Project Description Worksheet WEST EXISTING -1 Flow Element Irregular Channel Method Manning's Formula Solve For Channel Depth Input Data Slope .023000 ft/ft Discharg( 7.11 cfs �° �lr 5to2r� T1o�TEb 7[Ir�oU(sr} �S�l� Options Current Roughness Metho. oved Lotter's Method Open Channel Weighting I` oved Lotter's Method Closed Channel Weighting Horton's Method Results Mannings Coefficier 0.030 Water Surface Elevt 91.08 ft Elevation Range ).70 to 91.80 Flow Area 2.9 ft2 Wetted Perimeter 15.39 ft Top Width 15.37 ft Actual Depth 0.38 ft Critical Elevation 91.08 ft Critical Slope 0.022941 ft/ft Velocity 2.46 ft/s VU:0cir�/ p_ GNANN L fS �CjL1F�,� I Velocity Head 0.09 ft Specific Energy 91.17 ft Froude Number 1.00 Flow Type Supercritical Roughness Segments Start End Mannings Station Station Coefficient 0+00 1 +13 0.030 Natural Channel Points Station Elevation (ft) (ft) 0+00 91.80 0+01 91.80 0+46 91.50 0+60 91.30 0+64 91.00 0+67 90.70 0+76 91.00 0+79 91.10 0+81 91.30 1 +07 91.50 1+13 91.60 Project Engineer: Daniel Michael d:\...\flowmaster\ac storage.fm2 VALLEY ENGINEERING, PLC. FlowMaster v6.0 [614b) 12/04/02 11:06:45 AM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 i 13 designate are hereby authorized and directed to execute a Non -Arbitrage Certificate, if required by bond counsel, and a Use of Proceeds Certificate setting forth the expected use and investment of the proceeds of the Bonds and containing such covenants as may be necessary in order to show compliance with the provisions ofthe Internal Revenue Code of 1986, as amended (the "Code"), and applicable regulations relating to the exclusion from gross income of interest on the Bonds and on the VPSA Bonds. The Board covenants on behalf of the County that (i) the proceeds from the issuance and sale of the Bonds will be invested and expended as set forth in such Use of Proceeds Certificate and the County shall comply with the covenants and representations contained therein and (ii) the County shall comply with the provisions of the Code so that interest on Bonds and on the VPSA Bonds will remain excludable from gross income for Federal income tax purposes. 11. State Non -Arbitrage Program: Proceeds Atreement. The Board hereby determines that it is in the best interests of the County to authorize and direct the County Treasurer to participate in the State Non -Arbitrage Program in connection with the Bonds. The County Administrator and the Chairman of the Board, or either of them and such officer or officers of the County as either of them may designate, are hereby authorized and directed to execute and deliver a Proceeds Agreement with respect to the deposit and investment of proceeds of the Bonds by and among the County, the other participants in the sale of the VPSA Bonds, the VPSA, the investment manager, and the depository substantially in the form on file with the County Administrator, which form is hereby approved. 12. Continuing Disclosure Agreement. The Chairman of the Board and the County Administrator, or either of them, and such officer or officers of the County as either of them may designate are hereby authorized and directed (i) to execute a Continuing Disclosure Agreement, as set forth in Appendix F to the Bond Sale Agreement, setting forth the reports and notices to be filed by the County and containing such covenants as may be necessary in order to show compliance with the provisions of the Securities and Exchange Commission Rule 15c2-12 and (ii) to make all filings required by Section 3 of the Bond Sale Agreement should the County be determined by the VPSA to be a MOP (as defined in the Continuing Disclosure Agreement). 13. Filing of Resolution. The appropriate officers or agents of the County are hereby authorized and directed to cause a certified copy of this Resolution to be filed with the Circuit Court of the County. 14. Further Actions. The County Administrator, the Chairman of the Board, and such other officers, employees and agents of the County as either of them may designate are hereby authorized to take such action as the County Administrator or the Chairman of the Board may consider necessary or desirable in connection with issuance and sale of the Bonds and any such action previously taken is hereby ratified and confirmed. 15. Effective Date. This Resolution shall take effect immediately. The above motion was approved by the following recorded vote: Richard C. Shickle Aye Barbara E. Van Osten Aye Gary W. Dove Aye Bill M. Ewing Aye Gina A. Forrester Aye Lynda J. Tyler Aye PLANNING COMMISSION BUSINESS PUBLIC HEARING - CONDITIONAL USE PERMIT #17-04 OF EDWIN ANC ZUCFLYN EI VIRA SUBMITTED BY ARTZ & ASSOCiATF,S, FOR A LANDSCAPING BUSINESS. TIIE PROPERTY IS LOCATED AT 225 CALDWELI LANE (ROUTE 717) DIRECTLY BEHIND AC SELF STORAGE, SOUTH Of PAPERMILL ROAD (ROUTE 644) AND IS IDENTIFIED WITH PROPERT i IDENTIFICATION NUMBER 63-44C IN THF, SiiAWNFF, MAGISTRRIAI Minute nook Number 30 Board or Supervisors Regular Meeting oC09122/04 DISTRICT. - APPROVED Zoning Administrator Mark Cheran appeared before the Board on behalf of this application. The applicant proposed a landscaping business to be located behind AC Self -Storage at 225 Caldwell Lane. This property is currently zoned RA (rural areas) and is located in the Shawnee District.'fhere were no adverse agency comments. Zoning Administrator Cheran advised the Board that this use was allowed in the RA District with an approved Conditional Use Permit and there were currently no zoning violations on the property. The Planning Commission unanimously recommended approval of this application with the following conditions: 1. All review agency comments and requirements shall be complied with at all times. 2. No more than ten (10) employees and nine (9) business vehicles/equipment shall be allowed on site as part of this conditional use permit. 3. No sale of nursery stock will be allowed on site. 4. A six (6) foot opaque fence shall be constructed to screen this use from residential uses to the east. 5. Any expansion or modification of facilities will require a new conditional use permit. 6. A minor site plan addressing the access right-of-ways and storm water management issues must be approved prior to operation of the business. 7. Any existing zoning violations must be removed prior to the operation of the business. He concluded by saying that Mike Artz was present on behalf of the applicant and would be happy to answer any questions. Supervisor Tyler asked how the applicant planned to mitigate the storm water management issues with the adjoining property. Mr. Artz responded that the violations relate to the adjoining property and not the property for which the conditional use permit is being sought. He went on to say that he had a meeting scheduled the following day with county staff, the applicant, and adjoining property owners in order to finalize these issues, Chairman Shickle asked about if there was a difference between business vehicles/equipment and employee vehicles driven to and from work. Zoning Administrator Cheran advised that the business vehicles constituted bobcat loaders, etc. and not personal vehicles. Chairman Shickle called the public hearing to order. 1lflnule Book Number 30 Board of Supervisors Regular Meeting of 09122/04 138 There were no public comments i I Chairman Shicklc closed the public hearing. Upon a motion by Supervisor Tyler, seconded by Supervisor Dove, the Board approved Conditional Use Permit #17-04 with conditions I through 5 only. The above motion was approved by the following recorded vote: Richard C. Shickle Aye Barbara E. Van Osten Aye Gary W. Dove Aye Bill M. Ewing Aye Gina A, Forrester Aye Lynda J. Tyler Aye PUBLIC HEARING - CONDITIONAL USE PERMIT #18-04 OF WALTER AND TAEKO FLOYD FOR AN ADDITION TO AN EXISTING BED AND BREAKFAST. THE PROPERTY IS LOCATED AT 6238 WARDFNSVILi F GRADE (ROUTE 608), AND IS TDENTTFIED WITH PROPERTY TI)ENTIFICATION NUMBER 69-A-44A IN THE BACK CREEK MAGISTERIAL DISTRICT. - APPROVED Zoning & Subdivision Administrator Mark Cheran appeared before the Board on behalf of this application. I-1e advised that the applicant was proposing an addition of two guest rooms and meeting room to an existing bed and breakfast, which was originally approved under Conditional Use Permit #11-01. The property is zoned RA (rural areas) and is located in the Back Creek District. Zoning Administrator Cheran advised that the Planning Commission unanimously recommended approval of the application with the following conditions: 1. All Frederick County Zoning Ordinance requirements and review agency comments shall be addressed and complied with at all times. 2. No more than fourteen (14) guests at any one time allowed. 3. No more than twenty-five (25) people allowed for a meeting or conference. 4. Any expansion or modification shall require approval of a new conditional use permit with an approved site plan. Zoning Administrator Cheran advised that the applicant was present to answer any questions the Board might have. j Supervisor Forrester asked how the limitation of vehicles was determined. Zoning Administrator Cheran advised that this issue was addressed under the original conditional use permit. He further advised that the applicant had shown the location of the I additional parking on the site. Chairman Shickle convened the public hearing. i Minute Book Number 30 Board of Supervisors Regular Meeting of 09/22/04 I -3 - PUBLIC HEARING Conditional Use Permit 417-04 of Edwin and Zucely Elvira, submitted by Artz & Associates, for a landscaping business. The property, zoned RA (Rural Areas), is located at 225 Caldwell Lane (Rt. 717), directly behind the AC Self Storage facility, south of Papermill Road (Rt. 644). This property is identified with P.I.N. 63-44C in the Shawnee Magisterial District. Action - Recommended Approval with Conditions Chairman DeHaven said that he would abstain from all discussion and voting on this item due to a possible conflict of interest and he turned the chair over to Vice Chairman Thomas, Planner David Beniamino reported that the proposed conditional use permit (CUP) is for a landscape contracting business on a five -acre parcel. He stated that there are no structures on site and no new structures will be constructed as part of the CUP. Planner Beniamino stated that the staff is recommending that a six-foot opaque fence be erected to screen the eastern edge of the property from residential uses. Furthernore, the proposed use shall employ no more than ten employees at any one time and the site will not contain more than nine vehicles stored on the premises; no sales of nursery stock will take place on site. Planner Beniamino read a list of recommended conditions, should the Commission find the use to be appropriate. Mr. Michael M. Artz with Artz & Associates, Inc., PLC and Mr. Edwin R. Elvira, the property owner, were present to answer questions from the Commission. The applicant's stated use of the property was to store nursery stock and to park business vehicles on the site; the business vehicles included delivery trucks and a vehicle used to transport a bobcat or other similar equipment. No structures were planned, due to the fact that no drain field sites were available on the property. Mr. Artz reported existing water runoff problems stemiming from drainage issues on the adjoining AC Self -Storage site; this runoff was impacting an adjoining property to the southeast (Mrs. Marie Evans at 170 Harrison Lane). Mr. Artz stated that the Mr. Elvira has agreed to help mitigate the runoff problems, even though his property is not a contributing factor. He explained that recent discussions between the County's engineers, the excavator for the AC Self -Storage site, and the applicant have resulted in the development of a future, mutually -beneficial agreement whereby the applicant will provide a drainage easement on his property in exchange for an access easement through the AC Self -Storage facility's commercial entrance. A member of the Conunission pointed out the unsightly appearance of the property because it contained junk and equipment. Mr. Elvira stated his intentions to clean up and organize the site with the approval of the CUP. Vice Chairman Thomas called for public comments and the following person came forward to speak: Mrs. Marie Evans, adjoining property owner at 170 Harrison Lane, stated that she was property owner referred to by Mr. Artz, who was experiencing the water runoff problems. Mrs. Evans described to the Commission the severe water runoff problems she has been experiencing since construction began at the AC Self - Storage facility site, approximately one year ago. She said that the runoff has saturated her property and her family's horses get stuck in the mud. Fredrick County Planning Commission Page 1376 Minutes of September 1, 2004 -4 - • No other citizen was present to speak and Vice Chainnan Thomas closed the public continent portion of the meeting. In order to ensure that storm water management issues and access right-of-ways were properly resolved, the Planning Commission recommended an additional condition requiring the approval of a minor site plan. They also reconunended a condition to address the unsightly appearance of the property. Upon motion made by Commissioner Morris and seconded by Conunissioner Rosenberry, BE IT RESOLVED, That the Frederick County Planning Commission does hereby unanimously recommend approval of Conditional Use Permit 417-04 of Edwin and Zucely Elvira, submitted by Artz & Associates, for a landscaping business at 225 Caldwell Lane (Rt. 717) with the following conditions: 1. All review agency comments and requirements shall be complied «ith at all times. 2. No more than ten employees and nine business vehicles/ equipment shall be allowed on site as apart of this conditional use permit. 3. No sale of nursery stock will be allowed on site. 4. A six foot opaque fence shall be constructed to screen this use from residential uses to the east. 5. Any expansion or modification of facilities will require a new conditional use permit. 6. A minor site plan addressing the access right-of-ways and storm water management issues must be approved prior to operation of the business. 7. Any existing zoning violations must be removed prior to the operation of the business. (Please note: Chairman DeHaven abstained; Conunissioner Triplett was absent from the meeting.) Chairman DeHaven resumed the chair at this point in the meeting. Conditional Use Permit -808-04 of Walter and Taeko Floyd for an addition to an existing Bed and Breakfast. The property, zoned RA (Rural Areas), is located at 6238 Wardensville Grade (Rt. 608) and identified with P.I.N. 69-A-44A in the Back Creek Magisterial District. Action - Recommended Approval with Conditions Planner Mark R. Cheran reported that this application will expand Conditional Use Permit (CUP) 411-01, an existing bed and breakfast use approved by the Board of Supervisors on October 11, 2001. Planner Cheran stated that the applicant is requesting to add two more guest rooms and a meeting room to the Fredrick County Planning Commission rage i I Minutes of September 1, 2004 FREDERICK WUNTY DEPARTMENT OF PLANNIW & DEVELOPMENT Site Inspection Form GENERAL INFORMATION Permit Holder Ha " Property Identification Number (PIN) +i — ` Site Plan or Subdivision Plan Number Location Building Permit Number Contact Information INSPECTION OF ROADS. DRIVINAYS a TRAVEL AISLES (Check when completed - note all incomplete work): Street .& Traffic Signs ✓�/ Sidewalks & Lighting Dimensions Striping Surface Material Overall Layout Comments inspector E.L r Inspector Date Verified Incomplete Date Verified Complete INSPECTION OF PARKING. NARRUVERINO AREAS Q LOADING AREAS (Check when completed - note all incomplete work): Sidewalks & Lighting Number of Spaces L Dimension of Spaces _ Striping c� Surface Material Overall Layout Comments Date Verified Incomplete Inspector �/ �� Date Verified Complete Inspector INSPECTION OF LANDSCAPING IHPROVEKENTS (Check when completed - note all incomplete work): Number of Trees � Number of Shrubs Size of Plante Species of Plante Seeding Soil Stabilization Screens Overall `Layout Comments > Date Verified Incomplete ? 1 et inspector " r Date Verified Complete Inspector INSPECTION OF OTHER IKPROVEKOM (Check when completed - note all incomplete work): ✓ Recreational Facilities Setbacks Prervation Areas Proffered Conditions -- es Signs Cur b & Gutter Comment 0 Inspector - Inspector T Date Verified Incomplete l I Date Verified Complete lF'"UMIM COUNTY DVp"TNSNT OF PLANNING 6c DEVELOPMENT _ -__-- _ Date of Appr val Signature _ guarantee? Yee' No Bond Number Is site approval contingent on a monetary g (*Tf yes, all site improvements noted on this form must be complete prior to the release of a monetary guarantee. in addition, all relevant review agencies shall provide final site approval. A checklist of these agencies is provided below for documentation purposes.) Fire Marshal virginia Department of Transportation Sanitation Authority Building Inspections City of Winchester Public Works ) _ Parks & Recreation Other (please date & initial when all site work, is complete & al, relevantInitials review agencies have approved, Date Monetary Guarantee Released • May 18, 2004 Mr. Michael Artz Artz & Associates 16 East Piccadilly Street Winchester, Virginia 22601 • COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 M PLE COPY Re: Approval of Site Plan #33-02; AC Storage: Proposed Self -Service Storage Property Identification Number (PIN): 63-4-4A1 Dear Mr. Artz: The Frederick County Department of Planning and Development administratively approved the above -referenced site plan on May 18, 2004. The site plan is approved for a self-service storage facility off of Caldwell Lane (Route 717) in the Shawnee Magisterial District. The development meets all requirements for self-service storage facilities in the M1 (Light Industrial) Zoning District; and all relevant review agencies have approved the site plan. The development of the parcel will occur in three separate phases. Phase I will include all required landscaping for the entire development, the renovation of the existing block building, and the construction of a 16,050 square foot building. Phase 2 includes a building consisting of 16,050 square feet. Phase 3 includes a building 13,375 square feet in size. I am providing you with several copies of the approved site plan. Please forward these copies to the appropriate representative(s). Furthermore, advise the owner(s) that a copy should be kept for future reference, and an approved copy must be kept on the construction site throughout the development process. Once site development is complete, the owner(s) should contact this office to schedule an on -site inspection. Do not hesitate to contact me should you have any questions or concerns. Sincerely, Jeremy F. Camp - Planner II JFC/bad cc: /Pane Anderson, Real Estate trick Barker, Economic Development Commission 4. Harrington Smith, Jr., Shawnee Magisterial District Supervisor em: Hobert A. Morris, Shawnee District Planning Commissioner Gilliam C. Rosenberry, Shawnee District Planning Commissioner 107 North Kent Street - Winchester, Virginia 22601-5000 Epp-nication for- Pump Haul Page of -Z Commonwealth of Virginia State Department of Health 1. OWNER Zle Pri}t�ame COMPANY �r�Cn ��"� / �4-v� AnnRFgq /O 7 / ZIP ZZ-C.o 1 TELEPHONE _ does hereby apply for a permit to re,m+,ove and transport sewage from to (IF ADD(nONAbSPACE IS REQUIRED USE ATTACHMENT) 2. Justificati .3/-,) -Y-5 G mi Slgn m 3. Brief description of storage or holding facilities (Type, capacity, etc.)�2Zo�4 s 4. Plans and Specifications of holding facility (if required) prepared by '/�'/Z Engineer Address Date B.W.E. 25-1 6. Method of guarantee that 10 Page 2- of Z ility will be completed. Attach docume0 as proof such as Bond, Contracts, , 7. Sewage Handling Permit Holder S P� 7�j�GC�r Cod y Address Name and Number of Permit Haider (Attach copy of contract with Sewage Handling Permit Holder) Telephone 8. Time period requested for pump and haul (maximum time one year) from /" erg C( -r e to 9. Method of bonding to insure pump and haul for the specified time period in 8 above 10. Quantity of sewage to be hauled per day /45 i-7 eeo4eo/ / gallons 11. Route(s) of transport 0E 5-�u /�uiC(�f-ati 12. Time of day for transport 13. Emergency response capability 14. Disposition of Sewage A' - (Attach copy of agreement with owner of receiving treatment facility) 15. Conference Date Requested 2Z/2/0y -?,-3p , 16. Concurrence of Local Political Subdivision Tide X" -------------------------------- Department Use 1. Contract with Handler having valid sewage handling permit Yes ❑ No ❑ 2. Receiving facility satisfactory Yes ❑ No ❑ Comments 3. Bonding and/or assurances approved by Bureau and Attorney General Yes [I No Comments ❑ 4. Plans and Specifications for -storage facility satisfactory Yes [] No ❑ Not Required ❑ 5. Construction Permit issued for storage facility Yes ❑ No ❑ Not Required ❑ Permit No. Date 6. Storage Facilities Inspected Yes ❑ No ❑ Comments 7. Recommend Pump & Haul Permit Be rssued Sanitarian 8. Authorize Pump & Haul Permit To Be Issued Supervisory Sanitarian Date Date Date 8. W. E. 25-2 0 0 Riley, l.ounry 2004�' A,daunistrator, on this ; Contract with John day of��� WHEREAS, to provide sewage collection and disposal services and guarantee compliance with all applicable regulations concerning sewage collection and disposal services. WHEREAS, to provide this service on a 24-hour call basis in an emergency service. THEREFORE, WITNESSETH, that for and in consideration of the amount of -2 5 . ao - z 3 S; o o per load for pumping and hauling from �2 5- Payment for these services will be made by the owner of the property or Sewage Handling Permit # Date: President/Owner Frederick County Board of Supervisors By: , County ministrator By: &�*er— Home/Proper Date: -4 "- 0 Date: ' � SITE SKETCH Applicant Name � **THIS SKETCH, WITH INFORMATION, MUST BE COMPLETED, OR WE CANNOT BEGIN TO PROCESS YOUR APPLICATION** pra?-sty I Rw,Id,Nsy I I I I r r I I i x ICI \ I 2 i,l i D�srirr,s N l V f1 1~ Il Ix ^ o�—Well C'fl/:�wE�! LAnle i✓���fC, NrL./ S-i+i y�, C S-ram-! � 70.. �%�a..�-- �v,'yh•NS �,..,C . EX�st.,S stir s, •. 0 V��DHOF VIRGINIA Frederick County Health DEPARTMENT Department 107 N. Kent St. HEALTH Winchester, VA Protecting You and Your Environment (540) 722-3480 Septic Tank,- Soil Absorption System Construction Permit Health Department ID Number: 069040267 Owner Information Llewellyn LLC Phone: (540) 635-3411 905 Virginia Avenue Front Royal, Virginia 22630 Location Information Subdivision Name: Tax Map: 63-4-4A-1 Property Address: 225 Caldwell Lane GPIN: County: Frederick Legal Description: Section Block Lot Directions: 522S to Papermill Rd. to L on Caldwell Ln., site on L. General Information System Type: Number of Bedrooms: NA business Type of Property: Commercial Daily Flow: 300 gallons (estimated) Conditions: pump & haul Install pump and haul system per attached drawing by Barry Hadley, AOSE, entitled "Revised Septic Tank Locations for Pump and Haul". Pump and haul tanks are to be 1500 gallon or greater tanks with watertight access risers on both tanks extending to the ground surface. The second tank is to be fitted with an auto -visual alarm float under the access riser and set to activate when the second tank is one-half fiill. All connections are to be wired outside of the tank in a Nema 4 box. The alarm is to be located inside the dwelling and not in a crawl space or other area which is not accessible. The tanks and risers must be sealed by the contractor to assure that they are watertight to prevent any infiltration. 5/7/04 11 /7/05 Do g Dailey Issue Date Expiration Date 5/7/04 11/7/05 Steve Cee Issue Date Expiration Date SITE SKETCH • Applicant Name "THIS SKETCH. WITH INFORMATION. MII.Cr RF rnnmv c•• " - --- - -- --"— --i " n '� k-ANNU F BEGIN TO PROCESS YOUR APPLICkTION** k`' yr` • � J�w�r ��� � •1 fy d d r �l^��,� �H r �d��S q j C er.,rw-4- ; S /'ec��,�,•�rtgr�jG •� I I� '� I � 4,rl�!S I �. •� 'S Z C ! •s 1 wl �ltal� bU� P �� Fs Q�, I SI 1 C �c I I 3 2 I i CALDWELL LAmE MAY-18-2004 09:09 FROM:ART246ASSOCIATES 540-667-9188 0:7223479 P:2/2 46 Request for Site Plan Comments Frederick County -Winchester Health Departmf n _ I F ^ Mail To: Hand Deliver To: ! Frederick -Winchester Health Department Frederick -Winchester Health Department Attention: Sanitation Engineer Attention: Sanitation Engineer j 107 North Kent Street, Suite 201 107 North Kent Street, Suite 201 Winchester, Virginia 2-2601 Winchester, Virginia 22601 (540) 722-3480 (540) 722-3480 Applicant: Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach one (1) copies of the site plan with this sheet i Applicant's Name: Mike Ariz Telephone: 667-3233 Mailing Address: 16 East Piccadilly Street, Winchester, VA 22601 Name of development and/or description of the request: A C Self Storage Location of property: 225 Caldwell Lane (Rt. 717), Shawnee District, Frederick County Health Department comments: �� A24 �yi, !la 5 t�/ �rr,YliC� HmTH bEPm"vENrUtt15wLY Mail to: Frederick County Fire Marshal Attn: Director of Engineering 107 North Kent Street Winchester, VA 22601 (540) 665-6350 Request For Site Plan Comments Frederick County Fire Marshal Hand deliver to: 107 N. Kent Street First Floor Winchester, VA (540) 665-6350 Foq� G 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: Mike Artz Address: 16 East Piccadilly Street Winchester, VA 22601 Phone Number: 540-667-3233 Name of development and/or description of the request: AC Storage Location of property: 225 Caldwell Lane (Va. Rte. 717), Shawnee District, Frederick County Fire Marshal's Comments: Date received Incomplete Date reviewed Signature and Date Signature and Date (revision Request For Site Plan Comments Date revision received Incomplete Date_ reviewed l'�' Date approved I _REGFi`�r�, R JAN 2 1 2003 PlANN6NG 3 tVEI� '.ENT u • �cF 5I'6rick CoV!urtiM ty Fire i�.' NC"arid Department Office of the Fire Marshal .i�n Plan Review and Comments A�' Control number Date received Date reviewed Date Revised SP02-0049 8/6/2002 8/8/2002 Project Name AC Storage Address 16 E.Piccodilly Street Type Application Site Plan Current Zoning M-1 Automatic Sprinkler System Yes Other recommendion Portable Fire Extinguishers Emergency Vehicle Access Inadequate Siamese Location Inadequate City Winchester Tax ID Number 63-4-4A 1 Applicant Mike Artz State Zip VA 22601 Fire District 21 Recommendations Automatic Fire Alarm System Yes Requirements Hydrant Location Not Identified Roadway/Aisleway Width Inadequate Applicant Phone 540 667-3233 Rescue District 2; Election District Shawnee Residential Sprinkler System No Fire Lane Required Yes Special Hazards Yes Emergency Vehcle Access Comments The proposed 24' ar id 28' truvol ways will sift' di :untly reducr) ornergency vehicle access around the buildir 1gs. especially with vehicles loading or unloading in the facility. End units with vehicles utilizing storage will inhibit turning radius. Fire Lane markings and signage will be required around the entire outside road edge of the proposed facility Access Comments A "Fire Lane" is defined as a travel way of a minimum of 20' in width. Vehicles parked, loading or unloading in the 24 access will violate the fire lane. Additional Comments Length of structure, vehicular access and lack of water supplies for firefighting may be detrimental. Plan Approval Recommended Reviewed By Signiture �' 6 No Timothy L. Welsh -- -- Title As%is - �API 1 2U3 l OCT-27-2003 15:13 FROM:ART ASSOCIATES 540-667-9188 TO:6656395 P:2/2 Request for Site Plan Comments_ _ ?, �' �� ►� �` SFa 16 2%li Frederick County Sanitation Authority' Mail To: Hand Deliver To: -"' — 1. P Frederick County Sanitation Authority Frederick County Sanitation Authority Attention: Engineer Director 315 Tasker Road Y P.O. Box 1877 Stephens City. Virginia Winchester, Virginia 22604 (540) 868-1061 (540) 868-1061 Applicant: 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 Mailing Address: Mike Artz 16 East Piccadilly Street Winchester, VA 22601 Telephone: 667-3233 Name of development and/or description of the request AC Storage Location of property: 225 Caldwell Lane (Va. Rte. 717), Shawnee District, Frederick Co. Frederick County Sanitation Authority coitlrnents: SANITATION AtMMMTY U8r ONLY Date received Date revision received Incomplete _ Incomplete Date reviewed gate reviewed Signature /Date _ Signature !Date - 1 Date 9pprOVed i 1 I ;_ 1 Mail to: Winchester Regional Airport Attm Executive Director 491 Airport Road_ Winchester, VA 22602 (540) 869-2422 Request For Site Plan Comments Winchester Regional Airport Hand deliver to: 491 Airport Road (Route 645, off of Route 522 South) (540) 869-2422 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: Mike Artz Address: 16 East Piccadilly Street Winchester, VA 22601 Phone Number: 540-667-3233 Name of development and/or description of the request. AC Storage Location of property: 225 Caldwell Lane (Va. Rte. 717), Shawnee District, Frederick County Winchester Regional Airport Comments Date received Date revision received Date approved_ Incomplete Incomplete Date reviewed DD reviewed Signature and Date A 0 � f Y�L� 1 c � I C��-- Signature and Date (revision) 9 RECEPuk- JAN 2 1 2003 FLANNWG A CCY-F L 1 �4,- 4. f CJ WINCHESTER REGIONAL AIRPORT SERVING M TOP OF VQGftA September 16, 2002 Artz and Associates, PLC Mike Artz 16 East Piccadilly Street Winchester, Virginia 22601 491 AIRPORT ROAD WINCHESTER, VIRGINIA 22602 (540) 662-2422 Re: Site Plan Comments — AC Storage Caldwell Lane — Shawnee Magisterial District Dear Sir or Madam: Following review of the above referenced site plan, it has been determined that this proposal does not impede operations at the Winchester Regional Airport, therefore no special conditions are required. Should you have questions regarding this matter or need additional information, please do not hesitate to contact our office. Thank you for your continued support. Sincerely, Serena R. Manuel Executive Director JAN 2 1 2003 RECEIVED JAN 2 1 2003 COMMO WEALTH of VIRC�INIA ;ti'` ;. t „F--NT DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY Philip A. Shucet 14031 OLD VALLEY PIKE COMMISSIONER EDINBURG, VA 22824 August 21, 2002 Mr. Mike Artz C/O Artz & Associates, PLC 35 W. Boscawen Street Winchester, VA 22601-4740 Ref: AC Storage / Route 717 (Caldwell Lane) / Frederick County Dear Mike: JERRY A COPP RESIDENT ENGINEER TEL (540) 984-5600 FAX (540) 984-5607 Your site plan dated July 31, 2002 for the referenced project has been reviewed by VDOT. We have the following comments as shown in red on the attached plan sheets and as follows: Sheet 1 of 5 1. VDOT General Notes 1 thru 8 and trip generation traffic volume should be placed on the cover sheet. Sheet 3 of 5 2. Entrance should be designed as shown on attached sheet from the "Minimum Standards of Entrances to State Highways" booklet. 3. Sight distance, distance to nearest VDOT intersection, AADT for Route 717 and speed limit should be placed on plan sheet. 4. A note stating CG-12 curb ramps should be finalized by VDOT Inspector/Engineer should be placed on plan sheet. Sheet 5 of 5 5. Pavement detail for BM-25.0 and SM-12.5A should show changes as described. When all the above comments have been addressed, please resubmit one set of plans for review. If there are any questions, do not hesitate to contact me at (540) 984-5633. ,Sincerely, r Philip A. Baker, Hwy. Permits & Subdivision Specialist Sr. PAB/rf Enclosures xc: Mr. Dave Heironimus, Mr. Jerem (�iV iiaDOT.org w� 619IRGINIA MOVING E PERMIT PL CHECK.LIST 1" o-oowfu .c_ e F2FDt�K,c COUNT`(: J s ' Checked Py: It(DETAILED SKETCH OR PLANS INCLUDING NORTH ARROW. j 2� LOCATION MAP (prefer print from quadrangle map showing location). 6 COMMERCIAL ENTRANCE PLAN ASSEMBLIES SHOULD INCLUDE GRADING AND DRAINAGE CONTOURS W/ COMPUTATIONS TO SUPPORT DRAINAGE DESIGN. 4_1<�SKETCH SHOULD SHOW FLOW ARROWS OF PROPOSED & EXISTING DRAINAGE, INCLUDING ON SITE PARKING AREA, DRIVEWAY, ENTRANCEWAYS AND ADJOINING PRIMARY & SECONDARY ROADWAYS TO INCLUDE ANY EFFECT ON OFF SITE VDOT ROADWAYS. Row A4f-6w s S H o u I_i� 7� 5 DRAINAGE PIPE SIZES - EXISTING AND PROPOSED. 6KITYPE OF DEVELOPMENT - NUMBER OF TOWNHOUSES, SQUARE FEET OF BUSINESS, ETC. NUMBER OF UNITS OF DEVELOPMENT - DAYS & HOURS OF �j OPERATION. MASTER PLAN FOR FUTURE DEVELOPMENT, IF AVAILABLE. RIP GENERATION TRAFFIC VOLUME & SOURCE. TRAFFIC VOLUME OF EXISTING INTERSECTING ROAD. ANTCIPATED LEFT AND RIGHT TURN VOLUMES. RESOURCE AND LIST (use current state of the art referenc ). TRIP CrEME`9,A-T�0A) TRA-PFlc- VoL-um(= 5ktoU.i-b (36 SHOWAJ oAJ C-ove SKI . u GRADES & PROFILES OF ENTRANCE ROADS INCLUDING VERTICAL & HORITZONTAL SIGHT DISTANCE. ALSO SIGHT DISTANCE AT ENTRANCES. S I6rkT- D IST,*AJCES SHOUL E SHoUJM . 9) TYPICAL SECTION(S) OF ENTRANCE ROADS AND TURN LANES INCLUDING PAVEMENT DESIGN. FA\3"\e- T DL'TAI L_ sNbuLL 50ow C j-I* -ES AS _PEScP_I(3E aAJ PLMN St-IeZ'T_ G_©P$, GM-2S-,o 4- SM- 12,:5-A. I10) VDOT GENERAL NOTES NUMBERS 1 THRU 8 SHOULD BE PART OF PLAN COVER SHEET. 1qj`CONSTRUCTION ENTRANCE(S) SHOULD BE PLACED AT LOCATION TO SITE WITH LEAST IMPACT ON VDOT TRAFFIC VOLUMES AND PATTERNS AS 1 DETERMINED BY VDOT INSPECTOR AT TIME OF PERMIT ISSUANCE. A Al2) PLACEMENT OF CG-12 CURB RAMPS LOCATION SHOULD BE FINALIZED BY VDOT INSPECTOR AND/OR ENGINEER otj �J 13) CONSIDER NEED FOR UD-4 AND/OR CD 1 OR TS AS DRAIN EITHER TO LOW INVERT OF DRAINAGE STRUCTURE OR PROVIDE EW-12 AS APPROPRIATE. 14f ALL VDOT STANDARD DESIGN ITEMS SHOWN ON PLAN SHEETS SHOULD BE ACCOMPANIED BY THE DETAIL SKETCH OF THE STANDARD ITEM. NA 15) PAVEMENT STRIPING PLAN ON ASSEMBLY. FIELD CHECK NOTES: 0 0 �)t5TAeJ,:�-E Tb lU .g"5.-r Vb U % �41 SICs-�T �c SY�l��yi s J �`j F- T6 �!F S oUTy 3sb ; o rM� ,�aery S f'Et--h L r M 17- L ,3S MPH FIELD SKETCH: SIGNATURE: '1 DATE: 8-2-1- 02 -- COMMONWEALTH of VIRC-jINIA Philip A. Shucet COMMISSIONER May 5, 2003 Mr. Raul Armegol C/O AC Self Storage, LLC 1420 Shenandoah Avenue Front Royal, VA 22630 DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY 14031 OLD VALLEY PIKE EDINBURG, VA 22824 Ref: AC Self Storage Route 717 Frederick County Dear Mr. Armegol: JERRY A. COPP RESIDENT ENGINEER TEL (540) 984-5600 FAX(540)984-5607 Enclosed is your approved Land Use Permit #855-6462 to cover the construction and maintenance of one commercial entrance at the referenced location. Please ensure a copy of the approved permit assembly is kept at the job site whenever working within the Route 717 right-of-way. 1 would also like to remind you of the need to erect and maintain proper traffic control in accordance with our Virginia Work Area Protection Manual. Please give Mr. Dave Heirommus a call at (540) 535-1828 at least 48 hours in advance of the start of construction to arrange for any necessary inspections. If you have any questions concerning the permit requirements or during construction, do not hesitate to call. Sincer�l ;�o ��` Philip A. Baker 1-1wy. Permits & Subdivision Specialist Sr. PAB/rf Enclosure xc: Mr. C.B. Harris (w/ copy of permit) Mr. Dave Heironimus Mr. Bill Stover Mr. Jeremy Camp VirginiaDOT.org WE KEEP VIRGINIA MOVING E • MAY 0 7 Z003 FREOERIC' � LU(= PLANNING & OEVEOPiNE4�T �r Request for Site Plan Comments Virginia Department of Transportation Mail to: Virginia Department of Transportation Attn: Resident Engineer 14031 Old Valley Pike Edinburg, Virginia 22824 (540) 984-5600 L ,. Hand deliver to: Virginia Department of Transportation 2275 Northwestern Pike Winchester, Virginia 22603 (540) 535-1818 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- Mike Artz Address: 16 East Piccadilly Street Winchester, VA 22601 Phone Number: 540-667-3233 Name of development and/or description of the request- AC Storage Location of property: 225 Caldwell Lane (Va. Rte. 717), Shawnee District, Frederick County Virginia Department of Transportation's Comments: The application for site plan for this property appears to have little measurable impact on Route 717. the VDOT facility which would provide access to the property. If any work is performed on the State's right-of-way, a land use perms wi nee o l5e applied or and issued o cover said w r. I Me permit — iparaded- See 'ttwhed ;Ptter from VQ0T to Mike Art7 dated F hr iary 6, 2003 Date received 'a-;L- OZ Date revision received ► z3 03 Date approved j S z Incomplete Incomplete Date reviewed S- zl - 02, 73,1S Dat viewed Signature and Date ­00�. Signature and Date (revision) 3 j Request For Site Plan Comments Frederick County Inspections Department Mail to: Frederick County Inspections Dept. Attm Building Official 107 North Kent Street Winchester, VA 22601 (540) 665-5650 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: Mike Artz Address: 16 East Piccadilly Street Winchester, VA 22601 Phone Number: 540-667-3233 Name of development and/or description of the request: AC Storage Location of property: 225 Caldwell Lane (Va. Rte. 717), Shawnee District, Frederick County /I Inspections Department's Comments: C oar ►,n_ 15 a k e o ✓N Tii P �i1 eA Date received Incomplete Date reviewed Signature and Date _ Signature and Date (revisi Date revision received Incomplete 62te Aiewe& I Date approved VIK/o JAN 2 1 2003 I HEDERiG�,C >ui , . PLANNING & DEVEU)PIA&: - RECEIVED AUG 06 2002 FREDERICK COUNTY PUBUC WORK & INSPECTIONS Building shall comply with The Virginia Uniform Statewide Building Code and Sections 311, Storage of the BOLA National Building Code/1996. Other Code that applies is CABO A117.1-92 Accessible and Usable Buildings and Facilities. The existing structure shall comply with use group B (Business) section 304 of BOCA. Question if upgrades to the existing parking HC space shall be included to meet the requirements of section 1110.2.1 exception #1 (ADA 20% rule for renovations and additions) of BOCA.. Design Professional lic. in VA shall seal the structural plans submitted for permit application and special inspection requirements of Chapter 17 of BOCA shall apply to this type of structure. (soils, concrete, steel ect.) Please note the requirements in BOCA section 904 for Fire Suppression System for areas over 12,000 sq. ft. unless a Fire Wall is installed in accordance with section 707 of BOCA. Unit R-Met1 01 Cr—nt-21 30566481E.5 P. ID HErCO/�IMENT I 2, tlI/MO s Security Deposit Late Chargos: $20,00 after the ath and $10.00 after the 21st. Fieturr)ed Check Charge $25M Cash or Caahiers Check required when vacating, Fleas? j�rint the iollo'��iI -- 1g p�rtts Name; '——��-----�—_..,,�• _—_ Address; �mplayer: - Address: zip; -'•--..---..— �, Driver's Li, City: r_.# J 9tatg: Z1p; State: Expiration Date: r--- Auto Make; Otners A+athorizt�I to E AutQ Lit~, # State: _ � —Enter. Ui3closurQ of l.ilnholders. The toilowing Person(s) have an interest in or lien against persOhal property _____�� Porson(s) Addre;;s in the Storage Space: item 4, 5, 6. 7, City: NO RENT REFUNDS ALL CHAiiGES MUST 13E, PAIR f3lt~FUflE VACATING THE STORAGE SPACE IN CASH{ OR CERTIFIED F'UNOS IMPORTANT — ALL RENT DUE -rI•ILr i ST OF THE, NIONTH (SF,F. PA RA (:.RAI'Ii 2). LATE GIIA)RGG4 WILL BE AO SESSE I) AND AC(.ES.S DENiED IF RENT IS NOT PAID pY THE 5TH OF TIM MONTH, NIOVE•OUTS AFTER i,A,,,T DAY OP MONTH (PAID TIIRLr DATE) WILL BE PRO•RATF.D THRU THF 9'1;TI OE THE FOLT )WING MONTH. AND FORFEIT SRCrIirITY DI Po,�,T. MOVE•OUTS AFTER THE STII OP THF. Ni(),1;TlJ, PAY n �iLL j►iOy7H`S RENT'. CASH OR CERTIFFEq FljNos RFQUIRF0 ON AIJ, AiOVT-OU1CS. VM(-;JNJA. LAZY STATES THAT TT TS THF, RF;iP(.)N,SIBiT,IT3(OF I'ITP; OCCUPANT TO RPPORT A\1' CH.A?�'C , OF AT)))RF,5,5 1v «RTTIN0 TQ WVNE� (SSE PARAGRAPH 9), (')I NF.R CRR1,FS NO INSURANCE COVERING OC'CL'PANT';c GOODS AND ASSUINIES NO LIABILITY FOR SAME (SEC PARAGRAPH 5), A(CES8 CgT)T, MUST BF, U-V)) FQR )TACH VIU-11CLE ENTERING FACILITY, RRP,k TR CITAR13YE FOR A RROKFN GATT; O1TN.FR IIAS A LIEN O'V (;VUnS FOR PAYMENT OF IFEES DUG AND RI.Ay fiFT,T, OR OTHERWISF, DISPO)tiF, OF THE SAME WITH PROPER NOTICE (SIrF' PARAGRAPH 10). R.F,NTAL OF SV., CE: Tn conaiderntion of the comiantA and cnitditionc contained In this apreament, At.'.. AROUND M1N1 STOR,,(18 Qlerf,illilllor rrrcrrcd to as OMWFIR) Not$ n7 I11C OCclipnnt A,h,se narne appCr4 above (hcrein1fter referred (1) ;Is Occupnnt) storaltc Rplee at the ; cif mm(ce ,Storage facility Af the nbovo descri.L,cd Site. Qumer 1p not to the wlrehotue busineut, nor in the. hflnlncsi of Storing go4d6 for hire. Under no Circenutnn(CA l 1,111 OWNLR Ix deemed to too bnilce4 or other typo Of ;u"ta3ian. 9tt lcr's emPleveas IfAve bean forbidden from providin{t any t(Ivlcts on behalf of OWNER. RI;(VT; OCCGpBnt short Poy to OWi4ER, in advance, find WithnUl demun<l, on the ITrst day nrrncih montlL the RENT for that month ht the Site in IAµ fur mone v oftite L1nili•d Slates, Oc•;ppant agrees to Puy the. LL:c C'hmgo for Rent received At the. Site After S Pm on the 501 dny of the month fbr which it is clop, Notwithztanding the shrive. OtPner may sccepr Corrzrrly drily, h (Wks for pnyn-mi. ol'Rent, if a oheok is 1,cturn00 vae)tlecled, Payment4 ropreccnted by RAM[ be eon.aid4vcd dulinyucnt on tho date criFlnaity clue and r.hull be nuhjccf to Relurncd Clx:ck Chtlrge, Owncr may (norcasc the rent 1tY Ilotify ing Oooupant In writing el IOast 30 days print, to tile. first day Ord he arnrat for which the incrcrlcd. FCnt Ic du," OCOUPMR shall pay the intlteaned Rent from the dole it 1100me+ erfectivc. An Ot:eUpant unwilling to pny t114 jngft`rl ed F.cnl may ternt,nf o this Rental rlgrccm5nt a� provided in the per�gelph PEERTOD OF OCCUPAKy, I NOTICE: ALL.gTITl(;I,F..K •S rORFD UNDCR TIIE TFRNIR OP THLS RENTA-1, AGRERMYNT WILL BE SOLD OR OTRERJVISr: DTSPpCF:D OFIF NO PAYMENT HAS 11,EPN RECr11'1:.D:FOR A CONTINUOUS In -DAY VERiOD. CQNTINUF.1) ON Pr VERSE �fiB QCCUPANT HAS MAD VIVL F4RFC0ING RENTAL AGREFNTFNT, INCLUDING THE 1T.HN-15 ON THE RFVFRSE 911DE IIERI:OF, OCCUPANT ITAS RF.('F:ryEf) ,k FULLY (OMPLFTED AND SIGNED COPY OF THIS RENTAL AGREEMENT, I Occu�nt's �I?r1A!UYe. t mitre Man�cr's Signnhtrc — Date COUNT' of FREDERICK Department of Planning and Development 540/ 665-5651 FAX: 540/665-6395 February 5, 2003 Mr. Michael Artz Artz & Associates 16 East Piccadilly Street Winchester, Virginia 22601 Re: 2nd Review Comments for Site Plan #33-02; AC Storage: Proposed Self -Service Storage Property Identification Number (PIN): 6344AI Dear Mr. Artz: I have reviewed your revised site plan for the proposed self-service storage facility and have noted a couple issues which do not appear to be addressed adequately. Please review the comments listed below and then prepare a revision which addresses each issue: 1) Fencing. Please show the location of the proposed fencing more clearly on the site plan. The fencing needs to fully enclose the facility and should be located inside of the proposed landscape screening. 2) Parking Lot Island. Please increase the width of the proposed parking lot island so that it is at least nine feet wide. Once all of the above issues are adequately addressed, and all other agency comments are addressed, the site plan should be ready for approval. Approved comment sheets are required from the following agencies: the Virginia Department of Transportation (VDOT), the Frederick County, Inspections Department, the Frederick County Fire Marshal, the Frederick County Sanitation Authority, and the Frederick County Department of Public Works. Please do not hesitate to contact me, if you have any questions or concerns regarding this letter. Sincerely, Yeremy F. Camp - Planner lI JFC/bah (''Jeremti°Site Plan Revtew120021ACStorage I2nAReviewC'omments.wpd 107 North Kent Street - Winchester, Virginia 22601-5000 • 0 --------- _��-•-------------- - - - - -----------------------_-- _-------------------- --- - - - - ----------- 12/18/2002 16:15 5406222621 RE/MAX SKYLINE 1 1 PAGE 02 CONTINUED FRONT RE, VERSF: SiDE 4. pUflr)r) Of OCC;Uk'IINC:Y: The period ol'Oen,pancy CYCate.d by Ihlx Ranh11 Agreement shell bOgfn as nl' fhc ((a,c of this rscnln+ AF:rcemenl and shall crmlimte From month to month. Pxeert fol' n poa,v)hlc partial first cilcndnr month to the laxt day of drill. C;IICndar month. Ooeupancy dull run front life. firm day of each calcrndA,' month, Q.emmpunl or OWNER may terminate the Occupalli:v croited by (his Rental ACtticment by delivering written notice to ll)c other party of iu, idtdlltlo{1 to do Rn trl (cast 30 dayr, prior to Cho clay in which Occupincy will ierminalo. Any properly left in the Storngc Sparc ttflor the. (laic for which Occupant bait 51%-Ch notice to Prnhinn:c will be decmc•d ah:mdonud by the OccupBnl, Aflcr :iol:l (late. Owner rdtiy rCwovo my lack from lice Storagc Space and di.NpoSir of the contonte therern, wilhuut nulicc pr bnhili(y to llte. occupant. OWNER spat] git e nolico to any lien holder with Lin intal'oh( In the property i1) be (If<F>)$ti(l of, or wlw.m nwnar hits I(ilowl0oc of either through file di'+clotcure provisions on the Rental Agrccmcnl or thruulrh fllldlq a Y,lidly filed rintlndng $fafcment provided by law, 6WNER. ratty dN* rorminatc (glib Rental Agrccmcnl by tiny 111uns provided by law. I 5, RF5PQN,91T3IL1-fY POR OCCUPANT'S POSSESSIONS: 011'NER shall havo no llahllity for damofte or lochs rau,srd by hear, cold, theft, vandalism, fire, waler, minds, drt,sr, rain, explosion, rndr.nts. insechs or any other cause whaOriel,er- OWNIiR carrier nn lnsurnner. cuvcritt,� a lass to Qrcupanr'a pu,csessiun�, Occnpatil ,shod ntainlabl It policy of f re and axlended coherago in.virnnce thigh theft, vandalArnr and molicinrt,c tni•sc'hief endorsenicnls to the rxlen( of 1 At7,(. of rite rep larrmenl value of'rhe Property in the Storage Spare. To the extent Occupaid dams not maintain ,sneh insurance, Occupant agrees ro self instire the prnperh' to the san(e extent ac such n polies' would havr. provided, OWNER shall NOT be liable to Occupant or Occupant's irnvitres,for perworal injuries or damage ru pemongl propetiy caused by tiny art of neglit e'rlcC of Rny prranrr rtn ,said peenii,trt, OCCUP0111 tier<bs"Rg'rOn< to indrmnVy acid hold herrmlocc 011''NFTi f ram mry and ail Clcfil)+,r,rnr dnmapex In I)raperly br),Cr,<nttdl 1nt%try crud [0Sl,f lath/rrding nllonicy's f cC,t RricinF, front ncc'ttr)ttnl',t u,(c of rhC prctni.tn.t. Owner.shall not be teemed in rather expressly or impYrdly provide dnV Sprrtrih prntr!ction r0 OCc try)Rnt's prnprrty malalr7inPd al Ntc. ISite. �1 ny.rrcur;ry dericc.c which OWNER nlgy maintah, ell III Situ urn fnr 01VNRRIS convenience an4'. Owner miry ditconlintic their rr,se in whole or in par•i a( aru time• ti'fflrord it0(ke to UCCrq,ont. 1 6. F1171[trogli, NCF T.tFPOSIT; Occupant Is„ paid the Perfurmtnloc Dcposit. The Perfurmanee Deposit, without intoroF[, shall bo r(aorncti wilhin .10 tnys a(h:r tteTcrinhtn0on of .Ciccupancy, II'payrncnf of all ,cents OWlilug is rcccivcd, if the Storage Space is.vnTcndcred hn,(+rtl vlcall, dtlmngo froc dt office hex hvon nuGfiud in writing; of intcnt to vacato, Pc:rformanuo PVJ )sits ntny be onmmingIed by OWNER with funds in its hChmlil necoUnt. OMINFA mayal its uptiull, (leduct frolll nc� Pcrf„r,st,tnce Deposit any unpaid rharRcs. damages (ter ken( clue without notice t� Uccarpant shnuld the• total dcducliona cxccotJ the uttlt+unt of the Perfol ntant�. Deposit, Occnpnttf shall pity OWNER the arlmlint of such erCes+. 7, USF. Or THE ST6AGF ,r,PACE: The storage space chnil no[ he UbUd fur any llnlgWilrl PurPn:+c and will he kept ill g04Cl condition. Occupant shall not use iuCh Spnaa in taoTo uny fhloiltlalsle, combustible. cxplusive, ourrJcivr, diornical, (dome~. pt;ri;,hA*,, uoxionc, or otitcr inherently dangertnrs maledikk t)CCtIPANT S14A1.1, Nc)'r USP THE STORAGE SPACE I -OR Ri S' IbGNTIALPURPOSf?S, t.K'.c,III1ANTSHAi,L NOT USETUESTO RA06 SPA(.,It I - OR ACTiVF. STOR,4iIk. I.& N1ANL'FAC;TURP., FABRiC'ATION, OR MAINTFMANCP. OCCUPANT WARRANTS THAT A1,1, I'I'HMS Pi,ACFD BY OCCUPANTIN TI-16 STORA(.;k SPACE SiiALL BE OCCUPANT'S OWN PRQPGRTY OR PROPERTY To WHfCP Hr. HAS HIS LOCK AND KEY, OCCUPANT MAY NI ,AC:R ONL)' QVP= LOCK ON THf:. 81 M'Anr. SPACE ANT) HERERY AUTHORIZES OWNER TO Rl:?YIQVE ANY ADDTTiONAL LOCKS BY C'UTTiNC, OR SAIVINCI TT-18SAMH FROM THF. LATCHING DEVICE ON SUCH STORAI IF SPAU, QCCuplltll fihtlll nag place any perapnnl pr,:p,crty or mefcrial outside Slorilge space. Any parkorml propur(V rruiturial fttuild otlL,;lde Sp;icc he conUI(ISIvuly vrcaumcd to be abandoned and mhy I:.e di.cpovcd of by OWNER •s'ililoul Ilahility of OWNER to Oculpanl. Ctccupnul ..K11011 not mnkc :my ulleruliuns to the space of facfli(y, nor post Any signs with cxpres',trittcneoilscn(of CAV'NRR. R, RTCHT 10 ENTER, INSPECT, IMPAIR: Upon the rcyueKt of OWNER, its agents or employees. 0(.,0upant shall provide iwcu.,s to Otii'NFR, its ngen(s or unlpliy •is, lr.. (1)" Ie.nccd q.acc for the purpLAtl 01' hl,spcsllon, rcpilr, aitcmtion, or Improvement. OWNER Rl SF;,RVeb THE RIGHT TO TRANSFEIT THE C ONTF'NI S OF TIHE LEASED 5PACE To Al`;Q1-HRR SPAc''2 IN FACILITY iN CASE; OF FNIERGENCY VVITHQl,IT NOTI(„F. TO O(; (,:UPANT. For the purpoR of ti-ts pir igriph. the lean emergency Inoang tiny cuddcn. unc}:pccird occuncnee or eircumfilanco which dcrnmds immctiimio u0iori, y, T)F,T,.TVFRY OF NOTICE! Oceupant'v address shall hr.. conclusIvaly presumed to he the address Provided by tilt Uccutiant In this Rental Agreement unlcr:h ( )ccul„ inl provide.OWNriR With e,gnhcequonl written notice of it ehttnve of uddrest,. All notices rc(luired or p0nnitwd by this Renlrli Agreement shall he prcrunled dedivt„t d when either delivered In Pr_rsnn or deposited with Urliltld Slides Posul 5CrviCc properiy oddreyFo(1 wifh pn.slagc prepaid cxccpt as ofhcnvlie proYiric(1 by law, 10. DEFAULT BY OCCUPANT: 'f'Ime i`t (if Qhc cst,cnce in the perfurmuncc created by this Rcnwl Agrcchnum. Faltuic or uic, Oc.t:upanl Q) pvi-form in a timely rrtanncr any ob)igutiur, ur duty col forth In IMF Rental Agreement Shall ennshlutc F)cfauh and 0%VNRR may proceed to do nn} rn all of the folinwlnrl: A. Peovida lvdlSan noticc ni iha deGanh nrid the OWNER'S Claim In the OLt:Uprtnt ter any lien 1loldor with nn init:rL':il in the property of whom OWNER hm kftowl:.1_rc either through disclosure prutii:ions irill) i,; Rented AgruMOM Iof tlroueh Gliding a validly I]ICd (i1)alic.ine malenrcali in o to the fillca'iITor(110 eoUnt} in which the Sile is located. SUCII lwkc ahall Include an itemized slatcmcnt nt' OWNF W8 claim, n brief and Eenrral d;,scriplinn of tho pt.rsonaF propcny subje:t't to QWNf3R'r. lien, nntification of dcnld of ttcer9c to Iho perinnul properly, it demand for pay mcnt and u sinlement thul unless the claim is p;Iid within the time stat�.d, Ihc. peraonnl Property will he sold or oihcnvi,ic (1(:,powd or, w pruvidod by ltlw. h, nCny Qccupnnl ncccis In the personal prupw(y. c. Torminwe O%(aipllilCi right of possession of the Storage Space by any lawful moam,i, d. Take, updre!thriato action to cnfoice. OWNER'S lien as is Provided by law, 11. RF,CQVVRY 00 ATTORNEY'V, FL- ES ANTI COSTS: Tn the Oven( tiny uutiu(1 roust be instituted or c,thor prodCcdings titian to enforce any torn, envenom, nr conditfoll 01, to recovr any rent or chargC !lac or to r;.enver pogscsslon of the tpncc or faciilly fnr any dcfoull or bruch of this Remo) A,,Tccmcnt by Oceupanl. Ore pnnl agroc% to and shall pay OWNER )it(omey's fees, cost, iind cxpcnseK in connoetinn herewith. 12, PXCL USION OF Ai,T, WARRANTTFS: T he igeni,i ono employees of OWN611 Arcs not nr,nhn, iird to make wirrantlu about the ,pace, premises and facilily rct'errad to in thi.a ugmumcni. C)iXTIfdR'u ugenta and cmployccx ORAL, STATL'M13NTS DO NOT CON,STiTUTF. WARRANTIES, and ,�ilall nut Ih(: relied upon by the., paoupaat. nor shall any of said s;ulenlenls be considored a {fart of this agrcontent. The entire llp eenicnt find undarxu,nding of ihC ponces hereto is embrxlied r+mrrr—n TTrC[_ 1 , —ere r.1.,.•.— t)F�1FR.�AIT'A5.l,11' ANDFITN455 RAPARTlCL11�ARP�IRf(7�Pa!►;lnlltlarranlicscxpr' �dorimpliedARL- CXCLUDIF-l3frnrr,O'ktram Cticn and hhall not ::prl� to the kits cd space. pre ttnd facility referred in herein. It is futthcr undertln. agrccj 11%v t Occa,�c.nl hat NY,% gi%en i n rnrtrinwhy to Inspect a,.d has wl:ect;d the spact. prom and facility and that OCCuptnt nceepih ouch leased MPucc. rcmiu+ r,nd facility AS 15 and W1T11 ALL rAUT.T� 13. Nlivccttnneous: t a. Tf finy pnrlinfl of this kenU! A.sr:C1'spnt 19r irnv reason iqtdeClired Invalid such decision sht:ll tMl affeLi the vulitlity of any rcmoi:llr= portion tIf the i:enlal Agreerdent h, All the prnvkinns V c?vt onll apply to b►nd and ohbpute the hGim perm inill rgrcvcnu tivc%, +uceettitortt, amins. agent+ and rvrrescnt,•tive% of the Nt;ic+ i!CrC1(, C. The Prr%;%inn% of this Rcnlal .Agtu::ncnt and righus of the pnrdce hareto *hall be conhirited in u+ cutGanCC with 2PP1tcab1C IylV,l Of 111.` Suitt: of V;trinln. ineludirip. but not limited its. prnvi+inntt relving In Self -Service Storngo Docility Ucn+, Virginia Self Storaga Act 4 SS-416 ihrvigh )5-42. ri No vah•er try ciwiv R it: ;spank. ruPtevcntu1ivc4 or cmrlgvccr. of :my hrunch er dCf t )l1 in the perfonnanoo of any ut%cnanl, cnnditi m or term crrnteined hcr_in shall eon.titutc a waxer of day subxctiut:nt hrw ch tx default in the r.%-rformnncc of the same fir tiny nthr_r <ovcnant, n• tc-m hcivor e. Ne subletting of Ilic OLcupunt a Sinrngc S arc nr any portion thereof of. nceignmcnt of this Rental Agmcrncnt by t wipmn t% tkrrtlil3t•d f. The haael'it; of the 'carious otuv1wtjn. or Ihim Renrnl Agreemcni have ken included nnly RN tht convenit iwt; of the Parties find arc nut lu he u+a) in urcrrtaining'thc intendant of tl%e paniett F. Thi% Rental AQr.�rnent is Lhu unly ugreemem or the nortics and-ur►ertcda any ;trier w'ritrcn or oml annK grnl Nv rtmcttdnunr rr .•,11er.N.ion .hall Ar bidu:o wiles; rnadc•in anvil; signet! by Ixrth pimic-. JAN 2 l 2003 PLANK N:; ;. v 9 0 April 1, 2003 Mr. Mike Artz Artz and Associates, PLC 35 West Boscawen Street Winchester, Virginia 22601-4740 RE: Site Plan Comments - AC Storage Frederick County, Virginia Dear Mike: COUNTY of FR DERICK Department of Public Works 540/665-5643 FAX: 540/678-0682 Upon review of the revised site plan dated January 21, 2003, it appears that all of our previous comments have been addressed. Therefore, we recommend approval of the subject site plan. Sincerely, Joe C. Wilder Civil Engineer JCW/rls cc: Frederick County Planning and Development file 107 North Kent Street v Winchester, Virginia 22601-5000 COUNTY of FREDERICK Department of Public Works 540/665-5643 FAX: 540/678-0682 August 22, 2002 Mr. Mike Artz, L.S. Artz & Associates, P.L.C. 35 West Boscawen Street Winchester, Virginia 22601-4740 RE: Site Plan Comments - AC Storage Frederick County, Virginia Dear Mike: Upon Review of the subject site plan, we ofler the following comments: 1) It will be necessary to include wire reinforcement in the silt fence detail. However, a diversion berm may be utilized in lieu of the wire support silt fence. ✓ 2) The updated erosion and sediment control ordinance requires that the outfall s),stem for the proposed stornnvater/sediment basin shall maintain structural integrity for a 100-year design storm of 24 hour duration. (See attached ordinance, page 5). 3) Verify that an adequate channel exists downstream of the proposed stormwater pond for the release fi-om the outfall pipe. Provide a drainage easement across the property, or, verify that an adequate channel exists and that the stormwater leaves the site as sheet flow. Provide downstream topo to verify the channel outfall. �4) There is a discrepancy reflected on the plans as to the type of pipe utilized for the X� z X proposed stormwater pond. The stormwater riser structure shall be concrete. All channels and the proposed pond shall have at least two (2) percent grade fall or additional means will be required to prevent an issue with standing water on the site. 5) During construction of the pond, it will be necessary to provide wire support silt fence downstream to control erosion runoff. 107 North Kent Street • Winchester, Virginia 22601-5000 AC Storage Comments Page 2 August 22, 2002 1/6) Place a note on the plan which indicates that if at any time during construction, we receive complaints about mud being tracked onto Route 717 (Caldwell Lane), we will require that a wash bay be installed to wash the mud off of all vehicles exiting the site. 7) Provide a channel to drain the proposed stormwater from Curb B-B into Channel C-C. Provide additional contours to ensure that the proposed stormwater flows from Channel A- A drains into the curb B-B. (- : 8) Provide finished floor elevations for the proposed self -storage units and the existing one (1) JA f,s " story building. It will be necessary to ensure that adequate drainage exists within the units ?`t� MID to prevent storm water from ponding within the site. 9) Provide temporary and permanent seeding specifications on the plans in accordance with the VESCH Standards 3.31 and 3.32, respectively. Include the seeding rates in the specifications. In accordance with the VESCH Standard 3.35, provide mulching specifications as well. Once these comments have been addressed, submit two (2) copies of the plan for further review. Sincerely,4�A �/� C�/Lt Joe C. Wilder Civil Engineer JCW/rls cc: Patrick Davenport, Frederick County Zoning Administrator file RFGFI\I�" C:\CoreMYordPerfect\Rhonda\acslorcom.N{'d JAN 2 12003 PLANNING R DEW )POIAENT 14 i FILE coat COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 August 27, 2002 Mr. Michael Artz Artz & Associates 16 East Piccadilly Street Winchester, Virginia 22601 Re: Review Comments for Site Plan #33-02; AC Storage: Proposed Self -Service Storage Submitted: August 6, 2002, Property Identification Number (PIN): 63-44A1 Dear Mr. Artz: After review of the above -referenced site plan, staffoffers several review comments. These review comments must be addressed before staff can approve the site plan for this project. I have enclosed a red -lined copy of the site plan with this letter which corresponds with Staff s review comments. These review comments are as follows: Review Comments: I) Building Height Allowed. On Page I of 5 you indicate that the maximum building height allowed is 35 feet. The maximum building height in the M I Zoning District is 60 feet. Please correct if necessary. Also, please provide the proposed building height of all structures. 2) Proposed Buildings. In the parking calculations, found on Page I of 5, the buildings are ordered opposite from their order on the site plan. Please reorder the buildings in this section to be consistent with the rest of the document. 3) Zoning Information. Please show the existing zoning boundary lines on the subject property. According to the Frederick County Zoning Map, a portion of the property is zoned RA (Rural Areas). This portion of the property should be accounted for. 4) Sept. 7, 2001 Revision Date. Please remove or explain what the Sept. 7, 2001 revision was for. The date shown for the original preparation of the plan is May 3 I, 2002. 5) Adjoining Uses. The adjoining properties identified by PINS 63-A-140 and 6344 are shown as having several structures on them. Therefore, please identify what the uses of these properties are. They do not appear to be vacant parcels. 6) Landscaping Calculations. Please modify the information under the landscape calculations, found on Page I of 5. I suggest that the information under this section be shown below similar to what I have shown, but with the missing information included: 107 North Kent Street - Winchester, Virginia 22601-5000 • Page 2 Mr. Michael Artz Re: Review comments for SP 1/33-02 August 27, 2002 LANDSCAPING CALCULATIONS Parking Lot Landscaping: Perimeter Parking Landscaping: I tree per 40' of perimeter parking required ? (perimeter?) Provided ? Interior Parking Landscaping: 5% or more interior landscaping and I tree for every 10 parking spaces required ? provided ? Self -Service Storage Landscaping: Category C Buffer & Screen: Buffer: 100' (75' Inactive & 25' Active) Screen: 10' landscape screen (3 trees per 10 linear feet, I /3+ deciduous and majority evergreen) Front Yard Landscaping: Side & Rear Yard Landscaping: double row of evergreen trees 8'off center single row of evergreen trees 40'off center 7) Size of Required Deciduous Trees. The planting schedule should indicate that the size of the proposed deciduous tree will be two -inches (2') CallpCl' at the lIn1C Of plallting, not four -foot (4') tall. 8) Size of Self -Service Storage Units. Please provide a statement on the site plan to the effect that no individual unit will be over 1,000 square feet in area. 9) Clarification of Allowed Uses. Please provide a statement on the site plan to the effect that no use, sale, repair, or activity other than storage shall occur on the property. 10) Copy of lease Agreement. Please provide a copy of the proposed lease agreement which describes the requirements of Section 165-44, Self -Service Storage facilities, ofthe Frederick County Zoning Ordinance. 1 1) Proposed Security Fence & Landscaping. The Frederick County Zoning Ordinance indicates that the required landscaping for self-service storage facilities is to be located between the property lines and a security fence. Please locate the proposed security fence inside Goal all of the proposed landscape screening. Also, please show the extent of the proposed security fence more clearly. 12) Proposed Berm. Please show the extent of the proposed berm more clearly. 13) Phasing. Please provide a statement on the site plan to the effect that all landscaping shall be installed during Phase 1 of development. 14) Adjoining Lot 63-A-116C. Please show the lot identified by PIN 63-A-1 16C, which Is located across Caldwell Lane (Route 717). Page 3 Mr. Michael Artz Re: Review comments for SP #33-02 August 27, 2002 15) Speed Limit ol'Adjoining Roads. Please indicate the speed limit of Caldwell Lane. 16) Zoning Information of lot 63-A-139. Please change the zoning information shown for Lot 63-A-139. The Prederick County Zoning Map indicates that this lot is zoned RP. 17) Landscape Stock Area. Please clarify that the existing landscape stock area will be removed, if this is the intent of the owner. 18) Handicap Parking Space. Please ensure that the proper loading and unloading area is provided for the proposed handicap parking space. 19) Intent of Gap In Parking Row. Plcase show what the proposed use will be for the area between the two proposed parl<ing rows, located in front of the existing building. If this is to be used as a loading area, a nine -fool (9') wide landscaped island is required at the ends of both parking rows. 20) Office Area. Please show where the proposed office for the facility will be located. 21) Outdoor Storage. Please show the location of any proposed outdoor storage. Please prepare a revision ofthis site plan, which addresses all continents, and submit one copy for my review. Once all of the above issues are adequately addressed, and all other agency comments aciclressed, the site plan should be ready forapproval. Approval comment sheets are required from the following agencies: the Virginia Department of Transportation (VD07), the Frederick Corn/ty Inspections Department, the Frederick County Fire Alfarshal, the Frederick County Samitation Authority, and the Frederick County Department of Public fd'orks. Please do not hesitate to contact me, if you have any questions or concerns regarding this letter. Sincerely, Jeremy F. Camp Planner lI J FC/kac Enclosure U UeremplSile Plan Revie102002W C Sloragelacsloragc2. a pd August 22, 2002 Mr. Mike Artz, L.S. Artz & Associates, P.L.C. 35 West Boscawen Street Winchester, Virginia 22601-4740 RE: Site Plan Comments - AC Storage Frederick County, Virginia Dear Mike: COUI',JTY of FRED}ERI CX Department of Public Works 540/665-5643 FAX: 540/678-0632 Upon Review of the subject site plan, we offer the following comments: 1) It will be necessary to include wire reinforcement in the silt fence detail. However, a diversion berm may be utilized in lieu of the wire support silt fence. 2) The updated erosion and sediment control ordinance requires that the outfall system for the proposed stormwater/sediment basin shall maintain stnictural integrity for a 100-year design storm of 24 hour duration. (See attached ordinance, page 5). 3) Verify that an adequate channel exists downstream of the proposed stormwater pond for the release from the outfall pipe. Provide a drainage easement across the property, or, verify that an adequate channel exists and that the stormwater leaves the site as sheet flow. Provide downstream topo to verify the channel outfall. 4) There is a discrepancy reflected on the plans as to the type of pipe utilized for the proposed stormwater pond. The stormwater riser structure shall be concrete. All channels and the proposed pond shall have at least two (2) percent grade fall or additional means will be required to prevent an issue with standing water on the site. 5) During construction of the pond, it will be necessary to provide wire support silt fence downstream to control erosion runoff. 107 North Kent Street o Winchester, Virginia 22601-5000 0 0 AC Storage Comments Page 2 August 22, 2002 6) Place a note on the plan which indicates that if at any time during construction, we receive complaints about mud being tracked onto Route 717 (Caldwell Lane), we will require that a wash bay be installed to wash the mud off of all vehicles exiting the site. 7) Provide a channel to drain the proposed stormwater from Curb B-B into Channel C-C. Provide additional contours to ensure that the proposed stormwater flows from Channel A- A drains into the curb B-B. 8) Provide finished floor elevations for the proposed self -storage units and the existing one (1) story building. It will be necessary to ensure that adequate drainage exists within the units to prevent storm water from ponding within the site. 9) Provide temporary and permanent seeding specifications on the plans in accordance with the VESCH Standards 3.31 and 3.32, respectively. Include the seeding rates in the specifications. In accordance with the VESCH Standard 3.35, provide mulching specifications as well. Once these conur►ents have been addressed, submit two (2) copies of the plan for further review. Sincerely, J-0-e Cl zz Joe C. Wilder Civil Engineer JCW/rls cc: Patrick Davenport, Frederick County Zoning Administrator file CACorehWord Perfect\RDonda\nestorcon-vild ,46 �y j 40 7 COMMONWEALTH of VIRCjINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY Philip A. Shucet 14031 OLD VALLEY PIKE COMMISSIONER EDINBURG, VA 22824 August 21, 2002 Mr. Mike Artz C/O Artz & Associates, PLC 35 W. Boscawen Street Winchester, VA 22601-47, 40 Ref: AC Storage / Route 717 (Caldwell Lane) / Frederick County Dear Mike: JERRY A. COPP RESIDENT ENGINEER TEL (540) 984-5600 FAX (540)984-5607 Your site plan dated July 31, 2002 for the referenced project has been reviewed by VDOT. We have the following comments as shown in red on the attached plan sheets and as follows: Sheet 1 of 5 1. VDOT General Notes 1 thru 8 and trip generation traffic volume should be placed on the cover sheet. Sheet 3 of 5 2. Entrance should be designed as shown on attached sheet from the "Minimum Standards of Entrances to State Highways" booklet. 3. Sight distance, distance to nearest VDOT intersection, AADT for Route 717 and speed limit should be placed on plan sheet. 4. A note stating CG-12 curb ramps should be finalized by VDOT Inspector/Engineer should be Niaceu Oi I Nial I �i ICErt. Sheet 5 of 5 5. Pavement detail for BM-25.0 and SM-12.5A should show changes as described. When all the above comments have been addressed, please resubmit one set of plans for review. If there are any questions, do not hesitate to contact me at (540) 984-5633. Sincerely, R �t,'�iu C� r � Philip A. Baker, Hwy. Permits & Subdivision Specialist Sr. AUG Z00'e PAB/rf Enclosures xc: Mr. Dave Heironimus, Mr. Jere w� �rIRGINIA M IRGINIMOVING Proposed Site of AC Storage 63-A- � 63-4-3 Struct63.shp Sectlon83.Shp omp.shp 01 (Business, Neighborhood District) B2 (Business, General District) 83 (Business, Industrial Transition District) EM (Extractive Manufacturing District) HE (Higher Education District) M1 (Industrial, Light District) M2 (industrial, General District) MH1 (Mobile Home Comrnuntty District) MS (Medical Support District) R5 (Residential Recreational Communtty District) RA (Rural Areas District) j RP (Residential Performance District) S SITE PLAN APPLICATION Department of Planning and Development Use only. Date application received J�13 02- Application # �5-5— oZ Complete. Date of acceptance Incomplete. Date of return. 1. Project Title AC Storage 2. Location of Property 225 Caldwell Lane 3. Property Owner: AC Self Storage Address 1420 Shenandoah Avenue Front Royal, VA 22630 Telephone: 540-622-2131 4. Applicant/Agent Artz & Associates Address Michael Artz 16 East Piccadilly Street Winchester, VA 22601 Telephone: 540-667-3233 5. Designer: Artz & Associates Address: 16 East Piccadilly Street Winchester, VA 22601 Telephone: 540-667-3233 Contact: Michael Artz RECEIVED DEPT • 6a. 6b. 7a. 8. a) b) c) d) e) 0 g) Is this a standard or'minor' site plan? Is this an original or revised site plan? Total acreage of parcel to be developed 7b. Total acreage of parcel: Property Information: Property Identification Number: Current Zoning: Present Use: Proposed Use: Adjoining Property Use(s) Adjoining Property Identification Number(s) Magisterial District(s) Standard X Minor Original _X_ Revised 7.03 Acres 7.03 Acres 63-A-4A 1 M1 Storage & Landscaping Business Self Storage Units ResidentialNacant 63-A-135, 136, 137, 138, 139, 140 & 63-4-3, 4, 4C, 4131, 5A 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: 2 0 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: Mike Artz Address: 16 East Piccadilly Street Winchester, VA 22601 Phone Number: 540-667-3233 Name of development and/or description of the request: AC Storage Location of property: 225 Caldwell Lane (Va. Rte. 717), Shawnee District, Frederick County Planning and Development's Comments: Date received Incomplete Date reviewed Signature and Date Signature and Date revision Date revision received Incomplete Date reviewed 4 Date approved /4y