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Home My WebLink About020-96 Parkview Apartments - Shawnee District - BackfileDate 19 0024699 Received From n Address Dollars $ _ For ACCOUNT HOW PAID • �mw®=M SITE PLAN CHECKLIST The checklist below indicates all the information that needs to be submitted as part of the site plan application. All required information must be submitted prior to the final approval of any site plan. The Department of Planning and Development will review the application to ensure that it is complete. If any portion is not included or complete, the site plan application will not be accepted and returned to the applicant(s). Site Plan Package 1. One set of approved comment sheets are required from the following review agencies prior to final site plan approval. It is recommended that applicants contact the Department of Planning and Development to determine which review agencies are relevant to their site plan application. -OK- 10/i /U / -OK- 915h`-,,/ - O K- 915 1910--L - oK - 5I29I°I(o_ 'ok- 91Z5/9cv�—� -oK- 9 II l �9 b ✓ -OK- 101lb Virginia Department of Transportation (VDOT) Frederick County Sanitation Authority Department of Planning and Development Inspections Department Frederick County Engineer (Public Works) Frederick County Fire Marshal Department of Parks and Recreation 2. One copy of the Site Plan application 3. Five Copies of the Final Site Plan for approval 4. One reproducible copy of the Site Plan (if required) 5. A 35mm slide of the Site Plan (if required) County Health Department City of Winchester Town of Stephens City Town of Middletown Airport Authority Soil & Water Conservation District V. 1 2 �I-r59(� ..ca�ed�,ao��eryd�•;� .e�ri�;.Eo� �.,C� IA,�Ca�i`�d �c COUNTY OF FREDERICK, VIRGINIA DEPARTMENT OF INSPECTIONS I Caller n^4 Time Called oo �''^ Date Called (�/��` Phone No. 77gV Time Requested -ASN-P Date Requested �M' 9 D Received By EeEiu,, L A Date of Inspection Q� 1 PERMIT HOLDER NAME PARkv "( L'j APo-6 r1L--t tS I C 0 A/>OnkI >J 1 V-M'7S RT. NO. �> Lot No. SEC. No. S ((z)) SUBDIVISION STREET NAME loa'VJ LAI_1L-- DIRECTIONS R4�', /� �� '"� (;�il�lc. /� �� BUILDING NO. PLUMBING NO. ELECTRICAL NO MECHANICAJ. NO SIGN NO. (' . Ro 13uD DISTRICT PERMIT FOR: Zh hbpW-) Type of Inspection Residential �p 1�5-�� 1r�c/�c Commercial Footers Setbacks: FA BK L. R Slab Draintile Gas Fire -up Final Electrical Water Service Framing Final Mechanical ✓ Z� �6 Sewer Rough Electric Final Site Plan Rough Plumbing Rough Mechanical Final Building Fire Marshall Groundworks Gas Piping/Test Final Plumbing Special/Complaint Other. f ' Time In: I �f s Temperature '" inn Cut in No. Time Out: l l C �� Weather / li► �% C �oN�, Results: Approved Rejected Comments: /ua 1 At A1171APAt [d7TI J.06—W QA/ /! Z;C A / ,. /UIL_/ Signature Date COUNTY OF FREDERICK. VAINIk DEPARTMENT OF INSPECTIONS Caller P Time Called Phone No. Received By J • C A PERMIT HOLDER NAME Time Requested 0 Date Called Date Requested Date of Inspection RT. NO. _&5L Lot No. SEC. No. 5y (�a)) SUBDIVISI STREET NAME (3 (ZC1u kLAiy 6 L AL E DIRECTIONS IZw&ic 7 4 6, (1 c- II e�j ; 1 I } c � BUILDING NO. Jnn IC �� rI `tee PLUMBING NO. DISTRICT _ RC- D PERMIT FOR: EQy- Sr 'En AELIASf-_j3nmi-) Type of Inspection Residential ( R Commercial I 1�61 AJC� OK _j lje (�E ✓ 7? (",f31iC W0P_IC S u L-blkV& a 1VZRFcq,ONS cal !r fzE MAe3-kQ Cr ELECTRICAL NO. MECHANICAL NO. SIGN NO. BK L Gas Fire -up Framing Final Final Building R_ Final Electrical Final Mechanical Site Plan Fire Marshall z# j 0 -176 Final Plumbing Special/Complaint Other. t.Jb --a I 1 - i Time In: 3 ' 00 Temperature ti t-, 6 r F Cut in No. Time Out: Weather C I jkd c. s PC,VbIkN(� 1MPtQVfAll�,V; 5 Results: Approved Reiected ✓ 1vuTeb T,ELOL Comments: R out F FO(Z l (In k)T QnAi\ r F171c ,=il/'-'�i 1A1,rE�1_n "l n., ;.-�\r, _Rclw5 AP AJEE'DED_bVF(�G'F' L� REApQ OF Ln I Signature �,�iuc. vvt.� ��Z/ Date %2 �� )CC) CCUM T'f Or ricDEAJACK, VI IA CEP;;RTMEN T OF INSPEC710 Caller H • Time Called 9 or A"ol Date Called 7o3- So'I-/SqS Phone No. 7717y Time Requested Asg/a Date Requested Received By t7 (4Q�O Date of Inspection �T(..vE !B, L00/ PERMIT HOLDER NAME Po.r K V EW AP45 RT. NO. (056 Lot No. STREET NAME SEC. No. SUBDIVISIO DIRECTIONS f.tKE Hi � oaf o {, Lv�,vch csfe/ BUILDING NO. _ t?a !;4oWYA 1 of m orb b--e y j-1I ` PLUMBING NO. 'r1J t Q(„� aQG�/U G� /�oi�IaN L►�• ELECTRICAL NO. 2 Pc }f ONCE � o 4 kt TLP� ,gyp *tiyv MECHANICAL NO. r� �'�. SIGN NO. DISTRICT S hQul,"/Er PERMIT FOR: r-t r�St or 0. CO Are o/ -4r� �nh/� G -1 �. � o►V� Qt �r.e,�� li.�`��Nc� �N SU.i Cll! !•�e-v o� �`� Type of Inspection d Residential fs > Commercial Footers Setbacks: FR Slab Draintile Water Sewer Rough Plumbing Groundworks Other. Time In: 3 : ! D BK I (1 Gas Fire -up Final Electrical Service Framing Final Mechanical /(� it- 96 Rough Electric Final ` Site Plan �_ 9l�Scnod Rough Mechanical Final Building Fire Marshall Gas PipingfTest Final Plumbing Special/Complaint Temperature �-U Cut in No Time Out: 3. P,5 Weather Results: Approved 1 V / Rejected Comments: OK / �� o� , � � � � u ��o w0 �--' /!o W, u ,.i, /I F /-C 7e, e b e 74't5 'E � oNe-4 e v e 10ii�N f►2e S r c rC�eN .� 3 —-h_Q__t�r'-- ° ,ti r�/ — filer, -1 >6 . co COUNTY of FREDERICK r Department of Planning and Development 540/665-5651 FAY: 540/678-0682 I73B September 30, 1998 Sarkis A. Satian S.E.I. Developers 721 Lawton Street McLean, Virginia 22101 RE: Parkview Apartments Bond Reduction Request Bond File /# 011-96 Site Plan ##020-96 Dear Mr. Saban: I have received the information packet for Parkview Apartments that Arthur Satian brought to my office on or about September 18, 1998. This packet contained letters and receipts confirming agency approvals of site work and site contractor payments. I understand that you are requesting that Frederick County reduce your bond for this project. I have reviewed the packet of information and confirmed that site improvements associated with roads and sanitation systems have satisfied the Virginia Department of Transportation and the Sanitation Authority concerns. I conducted a site inspection on September 28, 1998. At that time I observed that while curb and gutter may be installed for a majority of the site, neither the aggregate base nor the bituminous concrete surface have been installed. Additionally, the building pads, landscaping, and recreation facilities have not been prepared and constructed/installed. Based on the above information, I feel that it is necessary for the County to continue to maintain a monetary guarantee for this project. However, I would allow for the existing bond to be reduced to $150,000.00. Should you elect to reduce the bond, please provide me with a new bond in the amount of $150,000.00. Upon receipt of this new bond, I will authorize the release the current $250,000.00 bond Please advise me as to your preference. Sinc,�rely, ric R. Later ce, AICP, CZA Zoning Administrator UAER1C\C0MM0N\B0NDING\PARKVI- I.WPD 107 North Kent Street Winchester, Virginia 22601-5000 40 6 I December 26, 1996 S.E.I. Developers Attn: Mr. Sarkis Satian 721 Lawton Street Mclean, Virginia 22101 Dear Mr. Satian: COUNTY of FREDERICK Department of Planning and Development 540/ 665-5651 FAX: 540/ 678-0682 The Frederick County Planning Department administratively approved Site Plan #020-96 for the above referenced project on December 26, 1996. The approved site plan calls for the construction of six apartment buildings that will contain twelve units each and one apartment building that will contain four units, the provision of a paved parking lot that will contain curb and gutter, 177 regular parking spaces, 6 disabled parking spaces with appropriate ramps and signage, raised islands, and interior and perimeter parking lot landscaping, the installation of concrete sidewalks within the site and along Valley Mill Road (Route 659), the provision of two dumpster areas that will be completely enclosed with a wooden fence and latched gate, the installation of playground equipment that will be within an area approved by the Department of Parks and Recreation and meet all CPSC and manufactures. requirements, the planting of a road efficiency buffer along Valley Mill Road, improvements to Valley Mill Road and Brookland Lane (Route 658) that will meet all requirements of the Virginia Department of Transportation, and all appropriate erosion and sedimentation control measures. I have provided you with two copies of the approved site plan for your records. Please maintain an approved copy on -site, and contact this office to schedule inspections as necessary to obtain Occupancy Permits. Please contact me if I may answer any questions regarding this letter. Sincerely, Evan A. yatt, Dep y Director cc: W. Harrington Smith, Jr., Shawnee District Supervisor T. Roy Jennings, Frederick County Real Estate Joe C. Wilder, Engineering Technician Matthew G. Hott, Superintendent of Parks Ed Dove, Dove & Associates 107 North Kent Street - Winchester, Virginia 22601-5000 4 0 SITE PLAN APPLICATION Department of Planning and Development Use only. Date application received Application # _ Complete_ Date of acceptance _ incomplete. Date of return. 1. Project Title: VALLEY MILL PROPERTY 2. Location of Property CORNER ROUTE 658 AND ROUTE 659 (street address) FREDERICK COUNTY, VIRGINIA 3. Property Owner: JAMES R. WILKINS, III Address: 13 SOUTH LOUDOUN STREET WINCHESTER, VA 22601 Telephone: (540)662-7215 4. Applicant/Agent SARKIS SATIAN Address SEI DEVELOPERS 721 LAWTON STREET MCLEAN, VA 22101 - Telephone: (703)356-1177 5. Designer: DOVE & ASSOCIATES, INC. Address: 43045 JOHN MOSBY HIGHWAY CHANTILLY, VA 22021 (7o3) 44:5 - 1333 d3� 4R3 - o928 Telephone: FAIV Contact: MICHAEI. G. BRUEN, P.E. 6 COMMONWEALTH of VIRQ1NLA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 1,1031 OLD VALLEY PIKE COt.tulSSIONER P O. BOX 278 EDINBURG. VA 22824-0278 July 10, 1997 Mr. Edward W. Dove, P.E. C/O Dove and Associates 3078 Shawnee Drive Winchester, Virginia 22601 Dear Mr. Dove: JERRY A. COPP RESIDENT ENGINEER TELE (5401 984 5600 FAX (540) 984.5607 Ref: Park -view Apartments Wilkin's Townhouse Project Route 658 Frederick County We have received your revised site plan dated June 30, 1997 for the referenced project. It appears all of our earlier review comments have been satisfactorily addressed. Please advise the owner of our approval. You should place the sight distance on plans as requested by memo dated May 13, 1997. The appropriate land use permit (s) may now be applied for to cover work within the Route 658 right-of- way. The permit (s) is/are issued by this office and will require: 4 A minimum processing fee 4 Surety bond coverage 4 The salary & expenses of a State assigned Inspector Once satisfactory application has been made, a permit will normally take approximately thirty days to process and issue. Should you have any questions, please feel free to call. Sincerel B� eitzer Trans. Roadway Engineer For: Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor BJS/kc xc: Mr. R. B. Childress, Mr. S. A. Melnikoff, Mr. R. D. Hawkins, Mr. Kris Tierney WE KEEP VIRGINIA MOVING RC I �:�,•'� \1 y 7, COMMONWEALTH of VI,RQINIA DEPARTMENT OF TRANSPORTATION EDINUUHG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE CMILMISSIONGR P O BOX 278 EDINBURG. VA 22824.0278 July 2, 1997 Mr. Jamie Judy C/O Judy Excavating & Landscaping 835 Huttle Road Middletown, VA 22645 Dear Mr. Judy: JERRY A. COPP RESIDENT ENGINEER TELE 1543) 984.5600 FAX (540) 984.5607 Ref: Parkview Apartments Routes 659 & 658 Frederick County Enclosed is your approved Land Use Permit #855-04044 to cover the construction and maintenance of one commercial entrance at the referenced location. You will need to arrange for a preconstruction meeting with all parties concerned prior to beginning construction. Please ensure a copy of the approved permit assembly is kept at the job site whenever working within the Route 659 & 658 rights -of -way. I 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. The entrance to the Wilkins' Property will need to be installed on a separate permit. Please make application at your convenience. The design for the Wilkins' entrance is in the designer's office for revision. For your information the account receivable number for this project is 0245 8546. Any inspection costs we incur will be billed to you monthly. Please give Mr. Steve A. Melnikoff a call at (540) 722-3460 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, please give me a call. Since ely, f William C. Gochenour Hwy. Permits & Subdivision Specialist W C G/rf Enclosure xc: Mr. R. B. Childress Mr. S. A. Melnik -off (w/ copy of plan) —WE KEEP VIRGINIA MOVING � �� k-1997 OFpT ��® OF �q�DOf(r�t�pblb�ly� c i may; C0MN11.01 1�VE.,iLTII o% VIRCINI. DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE CO:::IISSIONIER P 0 BOX 278 EDINBURG, VA 2282a•02713 May 13, 1997 Mr. Edward W. Dove, P.E. Dove & Associates 3078 Shawnee Drive Winchester. VA 22601 Dear Mr. Dove: JERRY A. COPP RESID[': f Dr GL%FEH TELL FAY: 5401084 507 Ref: Parkview Apartments (Wilkins Townhouse Project) Route 658 Frederick County We have received your site plan dated April 10, 1997 for the referenced project. A review has been conducted and we have the following comments as shown in red on the plan sheets: 1. The proposed entrance standard needs to be shown on the plan, i.e. CG-11. Also show the radii for the entrance pavement. 2. Need to show directional flow arrows for drainage, surface and/or gutter. 3. What type of CD underdrain is being proposed? This should be consistent with the location, cut or fill. 4. Please provide traffic volume based on the I.T.E. Manual, Fijih E, dition. 5. Sight distance needs to be shown at the entry to Route 658 (both directions). 6. A note indir.ati„g the location of the CG-12s, curb ramps for persons with mobility impairments, and placed at the direction of the VDOT Inspector. Should you have any questions regarding the above comments, please give me a call. Since ely n- a Barry J. Sweitzer, Trans. Roadway Engineer For: Robert B. Childress, P/S Specialist Supervisor 614y19y� BJS/rf IC.- �� Enclosure xc: Mr. R. B. Childress, Mr. S. A. Melnikoff, Mr. Kris Tierney 6 N 0 WE KEEP VIRGINIA MOVING �C>lldrnnC7l�� COMMONWEALTH of VIRQINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE COMMISSIONER P.O. BOX 278 EDINBURG. VA 22824-0278 January 6, 1997 Mr. Jamie Judy, Jr. C/O Judy Construction 835 Huttle Road Middletown, VA 22645 Dear Mr. Judy: JERRY A. COPP RESIDENT ENGINEER TELE (540) 984.5600 FAX (540) 984.5607 Ref: Parkview Place Route 659 Frederick County In accordance with your request of December 30, 1996 you are given permission to install a temporary construction entrance at the referenced location. This letter is to be considered your permit to do so. The following provisions will be required: • Work area protection signage in accordance with the attached while working on the right-of-way will be required. • All work on the right-of-way is to be confined to the temporary entrance location only. • A minimum 6" depth of VDOT #1 (2-3 inch stone) course aggregate by 30' in width will be required. It is to be placed from the edge of pavement and extended back onto private property far enough to prevent the carrying of mud onto the roadway. • Positive drainage is to be maintained within the right-of-way at all times. • Any disturbed areas of the right-of-way or damages to the pavement structure adjacent to this entrance will be repaired by you to our satisfaction. • This permit is being issued for 180 days. • All work is to be completed in accordance with the enclosed Virginia Erosion & Sediment Control Handbook, Specification 3.02. The Department of Transportation will not be held liable for suit should such result from this operation nor is it granting permission to grade on the property of others or disturb underground utility lines. If the above listed items are not followed this permit may be revoked. Should you have any questions, please let me know. Sincerely, Steven A. Melnikoff, Permits/Su . Specialist Sr SAM/ rf Attachments xc: Mr. R. B. Childress Mr. R. D. Hawkins Mr. Kris Tierney WE urrP VIRGINIA MOVING • LJ Request For Site Plan Comments - rt t' n 1996 Virginia Department of Transpo a io Mail to: Virginia Department of Transportation Atten: Resident Engineer P.O. Box 278 Edinburg, Virginia 22824-0278 (540) 984-5600 Hand deliverto:,. ; i Local VDOT q�ce ' y 1550 Commerce Street Winchester, VA (540)722-3460 Please fill out the information as accurately as possible in order to assist the VDOT with their review. Please attach four copies of your site pian with this sheet. Applicant's name: SARKIS SATIAN Address: 721 LAWTON STREET MCLEAN, VA 22101 Phone number. (703)356-1177 Name of development and/or description of the request: 76 UNIT APARTMENT DEVELOPMENT Location of development: VALLEY MILL APARTMENTS CORNER ROUTE 658 AND ROUTE 659 Virginia Department of Transportation's Comments: See attached letter from W. H. Bushman to Dove & Associates, Inc. dated October 1, 1996. DOT use only ate received ` Date revision received Date approved t 9 complete Incomplete: sq� ' ;,4 '� ate reviewed fit. Date reviewed. C, ; ignature and Date ignature and Date (revision1 1 • • I� ��,IR 7yt I COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE COMMISSIONER P.O. BOX 278 EDINBURG, VA 22824-0278 October 1, 1996 Mr. Michael G. Bruen, P.E. C/O Dove & Associates, Inc. 209 East Market Street Leesburg, VA 20176 Dear Mike: 1 WILLIAM H. BUSHMAN, P.E. RESIDENT ENGINEER TELE (540) 984-5600 FAX (540) 984-5607 Ref: Parkview Apartments Routes 658/659 Frederick County This is to acknowledge receipt of your revised plans dated September 20, 1996 for the referenced project. The plans appear satisfactory and are approved. Please advise the developer accordingly. I offer the following comments: • A preconstruction conference be held by you and/or developer with the attendance of the contractor, various County agencies and VDOT shall be conducted prior to initiation of work. • Materials used and method of construction shall apply to current observed VDOT Road & Bridge Specifications applicable during construction of this project. • Our review and comments are general in nature. Should conditions in the field exist such that additional measures are warranted, such measures shall be completed to the satisfaction of the Department. • All drainage is to be carried within the right-of-way in ditch lines or gutters along the street to a pipe or drainage easement. • The contractor shall notify VDOT when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for inspections. • The appropriate land use permits shall be obtained before any work is performed on the State's right-of-way. The permits will require a minimal processing fee, surety bond coverage, and the salary & expenses of a State assigned Inspector. WE KEEP VIRGINIA MOVING -C. Michael G. Bruen Ref: Parkview Apartments October 1,1996 Page 2 • Any signs to be installed will be in accordance with attachments. Please provide the developer with a copy of this letter to ensure he is aware of our requirements. Additionally, the necessary right-of-way dedications along Routes 658 and 659, drainage/grading easement on the School Board property, and certified copies of permission letters and/or easements for grading on the adjacent Hillsdale Estates and Rudolph Properties will need to be provided by the owner prior to our issuance of any permits to cover work on the State's right-of-way or access to the property. I would suggest the dedication and easement documents be submitted to this office for review prior to recordation. Should you need additional information, do not hesitate to call. Sincerely, William H. Bushman Trans. Resident Engineer By: Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor RB C/rf Attachments xc: Mr. S. A. Melnikoff w/ 3 copies of plans Mr. Kris Tierney Mr. H. E. Strawsnyder Mr. Richard Wilkins, III Mr. John Whitacre ,)SIDE SIGN ROADSIDE SIGN AAL DISTRICT RURAL DISTRICT VOT LESS T.... { I 1 FWD SNOVLDEA 1 SPEED WARNING SIGN LIMIT WITH ADVISORY ROADSIDE SIGN 50 SPEED PLATE BUSINESS OR z' -1 RURAL DISTRICT RESIDENCE DISTRICT 25 .+ i �- p- JI; O 1.• � T 41 �� ( ROADSIDE ASSEMBLY RURAL DISTRICT I W-�Fi NING SIGN 3 I 15 ON ISLAND OO IN THE LINE OF TRAFFIC t OVERHEAD) MOUNTING o {' MIM, i ' Figure 2-7. Height and lateral location of signs —typical installations. 2A-9 N -MINIMUM 6, tti•a �'• TO 1�-2* :y ACUTE ANGLE INTERSECTION -,rr7r -terry �:^ CHANNELIZED / V INTERSECTION - iUNMOR'EG n T — '' Z. - �AOSSwIR SIDEWALK MINIMUM 6 j INIMUM T012• +'MINIMU.aA ^' MINOR CROSSROAD I DIVISIONAL ISLAND URBAN INTERSECTION u: f 2 -�,,,_L. c •.� , y. •.;.+�. � - . • ram{ —=1�•• ~•" MAXIMU-M 50 ..� 1 6• TO if wt� WIDE THROAT INTERSECTION Figure 2-2. Typical locoli"' for stop sign' and yield signs 2A-10 COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE COMMISSIONER P.O. BOX 278 EDINBURG, VA 22824.0278 August 7, 1996 P.E. TELE (540) 984-5600 FAX (540) 984.5607 Mr. Michael G. Bruen Ref: Parkview Apartments C/O Dove & Associates, Inc. Routes 658 & 659 209 East Market Street Frederick County Leesburg, VA 20176 Dear Mike: As requested, we have reviewed the above referenced project's site plan dated March 22, 1996. Our comments may be found on the enclosed plans marked in red and as follows: • The proposed curb & gutter/sidewalk along Route 659 will need to be extended to the west property line as noted and adequate grading and drainage easements provided on the adjacent school board property to accommodate side ditch flows. • Erosion control stone will need to be added at the ends of the proposed curb & gutter along Route 659. Also a curb drop inlet (Standard DI-3B) will need to be added at the curb line over the existing cross culvert. A concrete pipe outfall should then carry the stormwater as marked on the plan. • The intersection radii of Routes 658 and 659 will need to be increased to 50'. Also the CG-12 handicap ramps should be shifted toward Route 659. • The proposed pavement design for the Route 658 improvements and Route 659 widening are insufficient for the traffic numbers and subsurface conditions detailed on the plans. Furthermore, we question the accuracy of these values. Upon review of this site, our District Geologist estimates the in place CBR values to be approximately 1 not 6 (which we presume you have selected from the design guide as this is the value furnished). In addition it appears 4,000 VPD may end up being an under estimation of traffic in the future. However, it is a number we have agreed to use for traffic estimating purposes based on the master plan for this and adjacent developments. Therefore, we have included two pavement designs using 4,000 VPD and a CBR value of 1 using either 21-B's or cement treated base (CTB). The alternative will allow for a change if CTB becomes too cost prohibitive for the developer. Please note these designs should serve as minimums for both new locations and widenings. WE KEEP VIRGINIA MOVING • The width of the Parkview Drive entrance with Route 658 should be widened to 30' with 50' radii. A typical section of the Parkview Drive entrance including pavement design will need to be provided. Also details of how drainage will be handled through the entrance are needed. • To accommodate traffic generated by this project, Route 658 will need to be reconstructed to a 40' wide urban section as we have previously discussed. This includes the extension of curb & gutter to the south property line as well as the lowering of the roadway grades to approximate Station 8+50 in order to obtain minimum sight distance at the Parkview Drive intersection. Off site grading and/or construction easements will need to be obtained to perform this work. • CD underdrains will need to be provided on Route 658 on approximate Stations 2+68 and 4+10. Additionally standard UD-4's will need to be placed under all curb & gutter sections. These UD's should extend 4" into the subgrade and be daylighted to the proposed drop inlets. • A mi:timum 20' drainage easement should be provided from Structures 6A and 7 to Structure 6. • Drainage structure information should be added to Plan Sheet 2 of 8. Also Structures 7 and 8 should be Type DI-3C's in lieu of 3B's since these structures are in sags in grade. I would also like to point out both 15" cross pipes under Route 658 could possibly be eliminated if pipe stubs and outfall ditches were provided out the backs of Structures 6B and 8. Of course the owners of the Wilkins Property to the east would have to be in agreement with this approach. The cost of these two cross pipes for your client could be eliminated if this method of handling the drainage would work with Mr. Wilkins' design plans for this side of the roadway. • A note absolving the Department from any maintenance or liability responsibilities for the on site stormwater management facilities will need to be added to the plan. • Other miscellaneous comments as marked will need to be addressed. Please revise and resubmit four copies for further review. Should any changes be deemed necessary, please design them to meet or exceed the above recommendations. If you have any questions or would like to discuss any of the above items, please let me know. Sincerely, 6;b �- Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor RBC/rf Enclosures xc: Mr. J. B. Diamond Mr. S. A. Melnikoff Mr. Kris Tierney COMMONWEALTH of VRC-jINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE COMMISSIONER P.O. BOX 278 EDINBURG, VA 22824.0278 June 27, 1996 Mr. Michael G. Bruen C/O Dove & Associates, Inc. P. O. Box 220626 Chantilly, VA 22022 Dear Mr. Bruen: L f L- WILLIAM H. BUSHMAN, P.E. RESIDENT ENGINEER TELE (540)984-5600 FAX (540) 984-5607 Ref: Parkview Apartments Routes 658 & 659 Frederick County We have received your site plans dated March 22, 1996 for the referenced project. We have forwarded the plan to our District Office in Staunton for review. Once we receive any comments we will forward them to you. For your information our review time for a project of this nature is approximately sixty days. In the meantime if you have any questions, please let me know. RBC/ rf xc: Mr. S. A. Melnikoff Mr. Kris Tierney Sincerely, 6a'i� Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor WE KEEP VIRGINIA MOVING COMMONWEALTH IEA]LTH[ ®f VIRC-jINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE COMMISSIONER P.O. BOX 278 EDINBURG, VA 22824-0278 May 2,1996 Mr. Michael G. Bruen, P.E. C/O Dove & Associates P. O. Box 220626 Chantilly, VA 22022 Dear Mr. Bruen: WILLIAM H. BUSHMAN, P.E. RESIDENT ENGINEER TELE (540) 984-5600 FAX (540) 984.5607 Ref: Valley Mill Apartments Routes 658 & 659 Frederick County I am returning your recently submitted site plan dated March 22, 1996 for the referenced project Prior to our beginning a technical review of your site plan, all of our earlier master plan comments will need to be addressed. I have enclosed a copy of our master plan review letter of March 29, 1996 for your reference. Additionally, some other basic information will need to be addressed. I have marked our comments in red on the enclosed plans. When resubmitting revised plans also please provide us with Page 8 of 8 of our standard subdivision checklist If you have any questions, please let me know. RBC/ rf Enclosures xc: Mr. S. A. Melnikoff Mr. Evan Wyatt Sincerely, 6 a '-� 13. Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor TRANSPORTATION FOR THE 21 ST CENTURY • . I -e 1 Request For Site Plan Comments Frederick County Sanitation Authority Mail to: Frederick County Sanitation Authority Attn- Engineer Director P.O. Box 618 Winchester. VA 22604 (540) 665-5690 Hand deliver to: 199 Front Royal Pike Winchester, VA (540) 665-5690 f�CVU lxc-p'? z'4 L L se T o f F_ 41, p S.7T 5 F T' _ 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: SARKIS SATIAN L�%Y.D DY, 55��.�7r� jo 76 s.,� W,+,'c ' -a Address: 721 LAWTON STREET 7" 2/r,4 MCLEAN, VA 22101 22 O/ Phone Number: (703)356-1177 Name of development and/or description of the request: VALLEY MILL APARTMENTS 76 UNIT APARTMENT DEVELOPMENT Location of property CORNER OF ROUTE 658 AND ROUTE 659 Frederick County Sanitation Authority's Comments:�VYf ,4S /Yo'T.cD - 4/ /T,7�i 5 /, M. e COORRAC771011'5 - S,e;V.0 elf .2 s �e •� PAST/C S•FP/� o F sd,E�T N6f�l r 6vT �i trs • Request For Site Plan Comments Department of Planning and Development Mail to: Department of Planning and Development Attn: County Planner P.O. Box 601 Winchester, VA 22604 (540) 665-5651 Hand deliver to: 107 N. Kent Street Fourth Floor Winchester, VA (540) 665-5651 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Address: Phone Number SARKIS SATIAN 721 LAWTON STREET MCLEAN, VA 22101 (703)356-1177 Name of development and/or description of the request 76 UNIT APARTMENT DEVELOPMENT Location of property: CORNER ROUTE 658 AND ROUTE 659 Planning and Developmerl,t's omments: sz94. 3 P" , a h (. w I Ylagning and oevelopaent i Date received +:11`t%6 Incomplete Date reviewed S 2�4b Signature and Date Signature and Date (revision)_ on Date revision received 4/11/v. Incomplete Date ravic�� o 7 6 ,� / . LJJ&A s!2 91. VALLEY MILI. APARTMENTS Date approved 9 S tit & tl� SIP NOTE: F.�,.lt 5: P�..�• .+�d� -� ;� EG�'`NG . .v.� QC-, �a -� pow kv T U,�v�o�,c� ` .��' l 8Z �Z�� 7/2* • COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAY: 540/678-0682 October 11, 1996 SEI Developers Attn: Sarkis Satian 721 Lawton Street McLean, VA 22101 RE: Parkview Apartments Site Development Plan Dear Mr. Satian: Mr. Michael G. Bruen, P.E., of Dove & Associates, Inc. has provided our department with all approved review agency comments for the above referenced project. In order for this site plan to receive final approval, it will be necessary for your firm to provide Frederick County with the appropriate bonding for this project, as well as any required deed of dedication information. . Please make arrangements with Mr. W. Wayne Miller, Zoning Administrator, to complete all components associated with this requirement. Once this is accomplished, I will recommend final approval of this site plan. Please contact me if I may answer any questions regarding this information. Sincerely, La, � . Evan A. Wyatt Planner II EAW cc: W. Wayne Miller, Zoning Administrator Michael G. Bruen, Dove & Associates, Inc. 107 North Dent Street • Winchester, Vir;;inin 22601-5000 FAX TRANSMISSION FREDERICK COUNTY PLANNING DEPARTMENT 107 NORTH KENT STREET WINCHESTER, VA 22601 (540) 665-5651 FAX: (540) 678-0682 To: Michael G. Bruen, P.E. Date: October 11, 1996 Fax #: (703) 443-0928 Pages: 2, including this cover sheet. From: Evan A. Wyatt Subject: Parkview Apartments Site Development Plan Mike: Our department received two copies of the final site plan with appropriate signatures and dates of your P.E. Sea] and copies of all approved review agency comments. I will need three additional copies of this site plan for final approval (a total of five sets). Please forward the three additional copies with appropriate signatures and dates to my attention as soon as possible. We will sign -off on these plans once Sarkis has met the requirements specified in the enclosed letter. Please contact me if you have any questions. U n LJ July 22, 1996 Dove & Associates Attn: Michael G. Bruen, P.E. 43045 John Mosby Highway Chantilly, VA 22021 Dear Mr. Bruen: COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/678-0682 I have had an opportunity to review the above referenced site plan received by our department on June 11, 1996. The majority of the comments specified in my letter dated May 2, 1996 have been addressed; however, there are a few outstanding issues that need to be addressed prior to my approval of this project. I offer the following comments: 1) Please revise the acreage for the Total Site Area under General Note #7 to read 18.684 acres. (Sheet 1 of 8) 2) Please revise the height indicated for Building #4. I believe that 38 feet is not correct. (Sheet 2 of 8) 3) Please revise the note that reflects the sidewalk along Valley Mill Road (Route 659) to read: 4' Sidewalk To Be Constructed By Developer And Maintained By VDOT. (Sheet 2 of 8) 4) Please revise the detail for the board on board fence that will be utilized to enclosed the dumpsters to include a latched gate. (Sheet 8 of 8) 5) Please revise the information under the Landscaping Notes on Sheet 6 of 8 as follows: Note # 1 173 x 0.10 = 17.3 or 18 trees required. Note #2 Evergreens = 45 (please provide the type that will be used) Note #3 Lot Perimeter = 1930' / 40 = 48.25 or 49 trees required Provided = 49 American Linden Please revise Sheet 6 of 8 to provide the location for the trees that will be planted to meet these requirements. 107 North Kent Street • Winchester, Virginia 22601-5000 • 0 Page -2- Bruen Letter July 22, 1996 Please revise your site plan to reflect the comments specified in this letter and resubmit a copy for my review. Once all comments are adequately addressed, I will recommend approval of my review of this site plan. I will also need your firm to provide me with approved review comments from all appropriate review agencies prior to final administrative approval of this site plan.. Once this has been accomplished I will need five copies of the final site plan for signature by the Zoning Administrator. Please contact me if I may answer any questions regarding this letter. Sincerely, &ZU9 � . - Evan A. Wyatt 14 Planner II EAW 0 FAX TRANSMISSION FREDERICK COUNTY PLANNING DEPARTMENT 107 NORTH KENT STREET WINCHESTER, VA 22601 (540) 665-565 1 FAX: (540) 678-0682 To: Michael G. Bruen, P.E. Date: September 5, 1996 Fax #: (703) 327-2742 Pages: 2, including this cover sheet. From: Evan A. Wyatt Subject: Parkview Apartments Site Development Plan COMMENTS: Mike: O Our department will mail the comment sheet to your attention today. Please provide our department with approved review agency comment sheets from VDOT, FCSA, the Building Official, the County Engineer, the Fire Marshal, and the Director of Parks & Rec., and five copies of the final site plan that reflect all required review agency comments. Please ensure that all final copies have your P.E. Seal that is signed and dated, and that the road name has been changed from Parkview Drive to Parkview Terrace. Please contact me if you have any questions. FAX TRANSMISSION FREDERICK COUNTY PLANNING DEPARTMENT 107 NORTH KENT STREET WINCHESTER, VA 22601 (540) 665-565 1 FAX: (540) 678-0682 To: Michael G. Bruen, P.E. Date: Fax #: (703) 327-2742 Pages: From: Evan A. Wyatt Subject: Valley Mill Apartments Site Development Plan • � ulul� ► `li Mi: July 22, 1996 3, including this cover sheet. Once again, my apologies for the delay in comments. One item that I forgot to provide in the letter reflects the proposed road name for this project. Please remember to change Parkview Drive to read Parkview Terrace. Please contact me if you have any questions regarding this information. We will mail the original copy to your attention today. 0 1/ May 2, 1996 Dove & Associates Attn: Michael G. Bruen, P.E. 43045 John Mosby Highway Chantilly, VA 22021 COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAY: 540/ 678-0682 RE: Preliminary Site Plan Review For Valley Mill Apartments Dear Mr. Bruen: I have had an opportunity to review the above referenced site plan received by our department on - April 12, 1996. The following comments need to be addressed when you revise this plan: 1) Please revise your telephone number to provide the correct area code on all sheets. 2) Please include a note under the approval block that reads "Site Plan shall be valid for five (5) years from date of approval." 3) Please provide the road names and route number on the Vicinity Maps as indicated on the marked -up site plan. 4) Please provide the use, zoning, and property identification numbers for all adjoining properties as indicated on the marked -up site plan. 5) Please revise the acreage to provide for the total parcel, as well as for the portion that will be developed into apartments. 6) Please revise the setback line information to provide for a 35' B.R.L, along Valley Mill Road. Then provide information which identifies the road efficiency buffer setback line. 7) Please provide a narrative on Sheet 2 of 8 which describes the area that will be included in common open space. 8) Please provide the location, dimension, and height of any proposed signs for this project. A narrative shall be included on Sheet 2 of 8 if none are proposed. 9) Please provide the location, height and specifications of any proposed outdoor lighting fixtures for this project. A narrative shall be included on Sheet 2 of 8 if none are proposed. 10) Please provide the location and nature of any proposed outdoor storage areas for this project. A narrative shall be included on Sheet 2 of 8 if none are proposed. 11) Please provide the location any proposed outdoor dumpster areas and provide a detail that demonstrates how they will be completely enclosed. A narrative shall be included on Sheet 2 of 8 that states how refuse will be collected if none are proposed. 12) Please provide a crosswalk between the sidewalk that is severed by the entrance to this project. 107 North Kent Street • Winchester, Virginia 22601-5000 • • Page -2- Bruen Letter May 2, 1996 13) Please provide a sidewalk that extends the length of the front property line. Provisions need to be made to dedicate this area to VDOT to ensure that they will maintain this improvement. It was agreed that the sidewalk could be located within the property that is to utilized for the inactive buffer area to prevent the developer from losing additional property. 14) Please attempt to provide the height for the buildings, including the community center. 15) Please provide the name and route number for Brookland Lane on Sheet 2 of 8. 16) Please provide the posted speed limit on Valley Mill Road (35mph) on Sheet 2 of 8 and revise this information on Sheet 3 of 8. 17) Please provide the size of all of the utility lines, including the gas main. 18) Please provide the location and dimension of all easements on this property. This includes an easement for the water line and the sewer line. 19) Please revise the dimensions of the parking spaces to be either 9' x 20' or 10' x 18'. A 180 square feet parking area is required per space. 20) Please provide the location of the disturbed steep slope and disturbed woodland areas on Sheet 6 of 8. 21) Please provide perimeter parking lot landscaping calculations as required on Sheet 6 of 8. Also provide the location, type, and number of plantings that will be utilized to meet this requirement. 22) Please provide calculations that demonstrate the site impervious surface ratio. Please revise your site plan to reflect the comments specified in this letter and resubmit a copy for my review. Once all comments are adequately addressed, I will recommend approval of my review of this site plan. I will also need your firm to provide me with approved review comments from the agencies that are specified on the Site Plan Checklist sheet that is enclosed with these comments. Once this has been accomplished I will need five copies of the final site plan for signature by the Zoning Administrator. Please contact me if I may answer any questions regarding this letter. Sincerely, Evan A. Wyatt, JPInner II EAW Enclosure n �J VAuJEy M , uL A,,AeTm vxm S 1-M FpL� zev lw-� SITE PLAN CHECKLIST MAy Z1 199(0 The checklist below indicates all the information that needs to be submitted as part of the site plan application. All required information must be submitted prior to the final approval of any site plan. The Department of Planning and Development will review the application to ensure that it is complete. If any portion is not included or complete. the site plan application will not be accepted and returned to the applicant(s). Site Plan Package 1. One set of approved comment sheets are required from the following review agencies prior to final site plan approval. It is recommended that applicants contact the Department of Planning and Development to determine which review agencies are relevant to their site plan application. Virginia Department of Transportation (VDOT) VFrederick County Sanitation Authority VDepartment of Planning and Development VInspections Department Frederick County Engineer (Public Works) t/ Frederick County Fire Marshal VDepartment of Parks and Recreation 2. One copy of the Site Plan application 3. Five Copies of the Final Site Plan for approval 4 One reproducible copy of the Site Plan (if required) 5. A 35mm slide of the Site Plan (if required) 8 County Health Department City of Winchester Town of Stephens City Town of Middletown Airport Authority Sod & Water Conservation District Site Plan Information Checklist The following information must be included on your site plan. If your site plan is incomplete or is missing information, it will not be reviewed and returned to you for revisions. Administrative Information Y N 1. Name of proposed development. 2. Name, address, and phone number of owner. 3. Name, address, and phone number of developer. 4O Name, ad , and phone �Pr of designer. AQv4 coal J/ 5. Certificate of surveyor, engineer, or architect. —4 6. Date plan prepared and date of revisions. tV8T 7. A listing of all conditions placed on the site as a result of a conditional use permit or conditional zoning approval. A space labeled "Approved by the Zoning Administrator" for the approval signature and date of approval. INC"DC n10715� 9. A description of setbacks or conditions placed on the site as a result of a variance approval. (Reference the variance application number.) General Site Information Y N Location map (scale 1:2000) PRoviDE RZAD NA4111E-5 11. Magisterial District 12. Scale of site plan (not to exceed 1:50) 13. North Arrow 14. Zoning of site 15 Use, zoning, and Property Identification Number (PIN#) of all adjoining properties. This includes properties located across nght-of-ways, streams, and railroad tracks. 16. Surveyed boundaries for all lots and parcels 9 General Site (con't Y N 17. Acreage of all lots included in the plan. The location and dimensions of all required setbacks and yard areas. 19. The location and type of all dwelling units. 0Location and description of all recreation facilities. TO 6E RPPite�� 21. Location of sidewalks and pedestrian ways. y PevD o1 BY P(►&- (LAC. f C 2O5S6S�J AL1` 22. Location and area of common open space. 23. The location, height, and dimensions of all signs. 24. Location, height, and specifications of outdoor lighting fixtures. 25 Location and nature of outdoor storage areas. 26. Location of outdoor trash receptacles and dimensions of structure (fencing, etc.) required to enclose receptacles. Building Information Y N 2© The height of all buildings and structures. 28. Location of all buildings, structures and uses. 29. The proposed use of each building, structure and area. 30. Ground floor area and total floor area of all buildings with FAR calculations for commercial and industrial zoning districts. Roads Y N 31. Name and number of existing and planned streets on and adjoining the site. 89,wv"AKD e04D `SB _, 32. Location of existing and planned streets on and adjoining the site. 33 Posted speed limit of existing adjacent roads. Location and dimensions of all proposed entrances from public right-of-ways. -m sE AePecvED BY vDcsT— • Location of all entrances on adjoining roads within 200 feet of the proposed or existing entrance. 36 Dimensions, boundaries, width, pavement, and construction of planned roads. TO IbE AWRDA/Z F.Y V 007- Utilities Y N 37. Location of all utilities, including sewer and water lines with the size of lines, mains, and laterals. 38. Location and width of all easements, including access, utili and drainage easements. 39 Location and nature of fire lanes, fire hydrants, and all other facilities necessary to meet Fire Code requirements. Tu a E A-fr z&4%,� S Y F % eZ M,426+ #,— Parking Y N 40. Calculations describing the required number of parking and loading spaces. 41. Location and dimensions of all parking and loading spaces, driveways, parking aisles, curbing and other features to be used. 42 Location and dimension of all disabled parking spaces and ramps. Td 6 E /}(' 1204EP 6Y B V► L.3> i P,3 G p FF ► C ► I`t<— Natural Features Y N 43. Existing and finished contour lines. 44. Location of stems slopes, woodlands, floodplains, wetlands, sinkholes, and other environmental features. Imbw_ATC DISTUA-OM f�l%A 45. Location of streams and drainage ways. ARJE.N5 Landscaping Y N 46. Landscaping plan describing location and types of plants to be used. Pao`/' 0C PEQI ME7G7 2. i Aj; O . C47) Loca ion o required buffers and screening with cross sections or profiles. Erosion and Sediment Control Y N 48 A stormwater management plan with run off calculations and location and description of facilities to be used. 49. Soil erosion and sedimentation control plan describing the location and methods to be used to minimize erosion and sedimentation during development. ,D gC �R-AY-OM 8Y C0U11'J" �6 � 12 C� Request For Site Plan Comments Frederick County Inspections Deoartmen Mail to: Frederick County Inspections Dept. Attn: Building Official P.O. Box 601 Winchester, VA 22604 (540) 665-5650 Hand deliver to: 107 N. Kent Street Fourth Floor Winchester, VA (540) 665-5650 APR 1 2 19%- 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: SARKIS SATIAN Address: 721 LAWTON STREET MCLEAN. VA 22101 Phone Number: (703)356-1177 Name of development and/or description of the request: VALLEY MILL APARTMENTS 76 UNIT APARTMENT DEVELOMENT Location of property: CORNER ROUTE 658 AND ROUTE 659 { Inspections Department's Comments: Buildinc shall comrLy with Virginia Uniform Statewide Building Code and Section 310, Use Group R (.Residential) of the ROCA National Building Code/1993. Other codes that aogly are ADA title 24 Code of Federal Regulation, Fair Housing Accessibility Guidelines. OVER ----- Inspections Dept. use only Date rec: ived Incomplete Date re:•ic%ved Si=aturz and Date Sign: tore and Date (rcv Date revision received IncomOL2f _ /-\ Date apprc%-ed �,a' _ T � ►- r ffT�. Note: USBC for fire protection system protection requirements on building of Use Group R-2. • Request For Site Plan Comments Frederick County Engineering Department Mail to: Frederick County Engineering Dept. Attn: Director of Engineering P.O. Box 601 Winchester, VA 22604 (540) 665-5643 Hand deliver to: 107 N. Kent Street Fourth Floor Winchester, VA (540) 665-5643 "beCt, Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the site plan with this sheet. Applicant's Name: Address: SARKIS SATIAN 721 LAWTON STREET MCLEAN VA 22101 Phone Number: (703) 356-1177 Name of development and/or description of the request: VALLEY MILL APARTMENTS 76 UNIT APARTMENT DEVELOPMENT En ineering Department's Comments: %v,P %fie✓isPQ/ Si` �9�� c�o v v Z / 6 cr 4 v viov �`e eL O &2e S4 Vq -rye COUNTY of FREDERICK Public Works Department Harvey E. Strawsnyder, Jr., P.E. Director 540/665-5643 May 13, 1996 Fax 540/678-0682 Mr. Michael G. Bruen, P.E. Dove and Associates 43045 John Mosby Highway Chantilly, Virginia 22021 RE: Valley Mill Apartments Frederick County, Virginia Dear Mr. Bruen: We have completed our review of the site plan proposed for the Valley Mill Apartments and offer the following comments: . 1. Hydrology/Stormwater Management We recommend that the stormwater detention pond be designed to release the post - development ten (10) year storm at the two (2) year pre -development rate. 2. Sheet 2 of 8 Label or number various apartment buildings for future reference (i.e., building permits.) 3. Sheet 2 of 8 Identify Brookland Lane and the proposed access drive into the Valley Mill Apartment complex. 4. Sheet 2 of 8 Add a sediment trap as part of the detention pond construction. 5. Sheet 2 of 8 Realign the emergency spillway away from the toe of the embankment. 107 North Kent Street Winchester, Virginia 22601 Valley Mill Apartments Page 2 May 13, 1996 6. Sheet 2 of 8 Refer to the 12 unit apartments in the southwest corner of the site with a finished floor elevation of 668.6. Based on the proposed grading plan, a significant foundation wall will be required in the southeast corner of this building. Indicate if the structural details will be provided on the grading plans (i.e., retaining wall) or on the building plans. The design plans currently being used for the Lakeside Condos do not have elevated foundation walls. 7. Sheet 2 of 8 Check contours throughout the plan to ensure closure and smooth transition. Also, provide spot elevations for sidewalks, where necessary. 8. Sheet 2 of 8 Indicate relative elevations of the existing gas main. The gas main location and corresponding elevations shall be reflected on the utility profiles at every location where the gas main crosses a proposed utility. 9. Sheet 2 of 8 Indicate by bar graph the appropriate horizontal scale. 10. Sheet 3 of 8 Note number one (1) indicates that a CBR value of ten (10) was assumed for the design. The preliminary pavement design calculations reflect a CBR of six (6). These two values appear to be conflicting. We recommend that soils tests be performed to determine an appropriate CBR prior to final site plan approval to verify the adequacy of the pavement design. The design calculations should then be revised accordingly and resubmitted for our review. 11. Sheet 3 of 8 Refer to the recommended pavement design. The proposed pavement design recommends eight (8) inches of a cement treated aggregate (CTA) base. Provide specifications related to the placement of the CTA and the required percentage of cement. • • Valley Mill Apartments Page 3 May 13, 1996 12. Sheet 4 of 8 The installation of the proposed eight (8) inch gravity sewer line will require significant excavations (14 feet to 22 feet) under Brookland Lane to achieve the design gradients. Indicate the appropriate OSHA requirements for trench excavations as well as the requirements for backfilling the trench excavation. 13. Sheet 4 of 8 Indicate the relative location of the existing gas line where appropriate. 14. Sheet 5 of 8 Provide a sediment trap within the stormwater detention pond. 15. Sheet 5 of 8 Provide a note indicating that the contractor will be required to obtain a land disturbance permit from the Department of Public Works prior to initiating any site work. 16. Sheet 5 of 8 Refer to note number two under structural practices. We agree with the need for a wash rack. However, please indicate the location of Palace Court. 17. Sheet 5 of 8 Inform the owner's contractor that the proposed stabilization program will be strictly enforced by Frederick County during the site development. 18. Sheet 7 of 8 Indicate the existing gas main where appropriate. 19. Sheet 8 of 8 Under the temporary construction entrance detail, delete the term "optional" under wash rack. This will be required. • CJ Valley Mill Apartments Page 4 May 13, 1996 20. Sheet 8 of 8 Revise the outlet structure detail to correspond to the design revisions resulting from our comment number one (1). If you should have any questions regarding the above comments, please contact me at (540) 665-5643. Sincerely, Harvey E. rawsnyder, Jr., P.E. /4 Director of Public Works HES:rls cc: Planning and Zoning file COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL'S OFFICE LAND DEVELOPMENT COMMENTS Control No.0917960323 Date Received 083096 Date Reviewed 091796 Applicant Sarkis Satian Address 721 Lawton Street McLean, Virginia 22101 Project Name Parkview Apartments Phone No. 703-356-1177 Type of ApplicationSite Plan Revision Current Zoning RP 1st Due Fire Co. 18 1st Due Rescue Co. 18 Election DistrictShawnee Tax I.D. No. 54-2-1 RECOMMENDATIONS Automatic Sprinkler SystemXX Residential Sprinkler System Automatic Fire Alarm SystenKX Other REQUIREMENTS Emergency Vehicle Access Adequate XX Inadequate Not Identified Fire Lanes Required Yes XX No Comments Posted Fire Lanes required at all hydrant locations, and at access points, as shown on site plan. Roadway/Aisleway Widths Adequate XX Inadequate Not Identified Special Hazards Noted Yes No XX Comments Hydrant Locations Adequate XX Inadequate Not Identified Siamese Location Adequate XX Inadequate Not Identified Additional Comments Attached? Yes No XX Plan Approval Recommended? Yes XX No Signature Title FROM : FCPRD • PHa E NO. : 5406659687 • Oct. 08 1996 12:52PM P2 Request For Site Plan Comments Frederick County Department of PcIrkS and Recreation Mail to: Hand deliver to: Frederick County Dept. Of Parks and Recreation 107 N. Kent Street Attn- Director of Perks and Recreation Second Floor P.O. Box 790 Winchester, VA Winchester, VA 22604 (540) 665-5678 (540) 665-5678 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: Dove & Associates. Inc. Address: 209 E. Market Street -rAe urg, Virginia 20176 Phone Number: Nam© of development and/or description of the request: Parkview ApartmentS Location of property, Parks and Recreation Dopes. required open space and recreational unit amenitiOs- Howeverthe area outlined for e p aygroun equipmen oes not appeal o c a equate. t sou e t e a a 1 meets all CYSC and manufacturer's standards. ,4 COMMOINRVEALTH, of V1RQINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR I,;031 OLD VALLEY PIKE CO.M.M1SSIONER P O BOX 278 EDINBURG. VA 22824•027f1 Mr. H. K. Benham, III C/O Harrison & Johnston Attorneys At Law P. O. Box 809 Winchester, VA 22604 Dear Mr. Benham: July 17, 1997 JERRY A. COPP RESIDEW ENGINEER TE E (540) 984 5600 FAX I540) 984-5607 Ref: Dowell J. Howard School Property Route 659 Frederick County This will confirm our conversation this morning concerning acceptance of the deed of easement adjacent to Route 659 on the Dowell J. Howard School Property. As I indicated to you, we do not have a problem with acceptance of the easement since we own the Route 659 right-of-way in the fee simple. I would ask that since we do not have to sign the deed, the signature block for the Commonwealth be omitted from the document. Please provide us the original deed once you have had it recorded. Thank you for your cooperation in this matter. RBC/rf Enclosure xc: Mr. S. A. Melnikoff Mr. Kris Tierney Sincerely, Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor WE KEEP VIRGINIA MOVING �,*C-4 — Q& COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION DAVID R. GEHR EDINBURG RESIDENCY COMMISSIONER 14031 OLD VALLEY PIKE P.O. BOX 278 EDINBURG. VA 22824-0278 August 14, 1998 Mr. Jamie Judy C/O Judy Construction 835 Huttle Road Middletown, VA 22645 Dear Mr. Judy: JERRY A. COPP RESIDENT ENGINEER TELE(540)984.5600 FAX (540) 9N-5607 Ref: Parkview Apartments Route 658 Frederick County In July of this year, VDOT performed a final inspection of the right-of-way improvements at the referenced project. As a result of this inspection, we are satisfied the work conforms to VDOT standards. Should you have any questions, please give me a call. SAM/rf xc: Mr. Dave Heironimus Mr. Bob Hawkins Mr. Kris Tierney Sincerely, Steven A. Melnikoff Transportation Engineer �� s WE KEEP VIRGINIA MOVING COMMONWEALTH of VIR QINIA DEPARTMENT OF TRANSPORTATION DAVID R GEHR EDINBURG RESIDENCY COMMISSIONER 14031 OLD VALLEY PIKE P.O. BOX 278 EDINBURG, VA 22824-0278 March 31,1998 Mr. Jamie Judy C/O Judy Excavation & Landscaping 835 Huttle Road Middletown, VA 22645 Dear Mr. Judy: JERRY A. COPP RESIDENT ENGINEER TELE (540) 984--" FAX (540) 984-%07 Ref: Parkview Apartments Route 658 Frederick County On March 17, 1998 we performed an inspection of the right-of-way improvements at the referenced development. Based on this inspection, we determined the following items need to be addressed: 1. Seed and mulch behind the curb & gutter on Route 659. 2. Place fill, seed and mulch behind sidewalk on Route 659. 3. Complete sidewalk on the right side of Route 658. 4. Complete CG-12 handicap ramps on Route 658. 5. Repair settlement area on Route 658. 6. Complete seeding and mulching along Route 658. 7. Install a standard VDOT stop sign at the intersection of the apartment complex and Route 658. We do not feel comfortable adjusting/lowering your surety until the referenced concerns have been satisfied. Should you have any questions, please do not hesitate to call. SAM/ rf xc: Mr. D. E. Lee F.C. P&S Specialist Mr. R. D. Hawkins Mr. Eric Lawrence Mr. Kris Tierney Sincerely, Steven A. Melnikoff Transportation Enginee WE KEEP VIRGINIA MOVING P,9" , v,f ,i Aprs . COWMONWEALTH OF %'IRGINIA • (D 1• RECENED VDOT EDiNBURG RESIDENCY JUIN ? G 19 )7 ❑ SAC ❑ WS ❑ NRS 0 ;1' ZH ❑ RLF RBC ❑ SAM Cl MDY ❑ CRO I• 1• 3FFICIAL RECEIPT FREDERICK CIRCUIT COURT DEED RECEIPT DATE: 06/2517 TIME: 12:19:E6 ACCOUNT: 069CLP.970005274 RECEIPT: 97000008240 CASHIER: VHB REG: VNI7 TYPE: DE PAYMENT: FULL PAYMENT • INSTRUMENT 970005274 BOOK: 882 PAGE: 217 RECORDED: 06/25/97 AT 12:19 GRANTOR: SATIAN ENTERPRISES INC EX: N LOC: CO GRANTEE: COUNTY OF FREDERICK VIRGINIA EX: N PCT: 100% AND ADDRESS : NONE RECEIVED OF HARRISON L JOHNSTON CASH : $37.00 'ESCRIPTION 1: SH DIST 2. • CONSIDERATION: .00 ASSUME/VAL: 00 MAP: CODE DESCRIPTION PAID CODE DESCRIPTION PAID 3)1 DEEDS 16.00 145 VSLF 1.00 106 TECHNOLOGY FUND FEE 3.00 • TENDERED 37.00 AMOUNT PAID: 20.00 g "aANGE AMT 17.00 CLERK OF COURT: REBECCA P. HOGAN HARRISON & JOHNSTON ATTORNEYS AT LAW WINCHESTER, VIRGINIA �/k �p 1� THIS EASEMENT, made this C;?� f6 day of BI(O32PG0217 1997, by Satian Enterprises, Inc., a Virginia corporation, of the one part, hereinafter called Grantor; and County of Frederick, Virginia, of the other part, hereinafter called Grantee. WITNESSETH: That for valuable consideration, the Grantor does hereby grant and convey unto the Grantee an easement, more particularly shown as "STORM DRAIN EASEMENT", as "20' STORM DRAIN EASEMENT" and as 1115' STM. DRN. ESMT." on the attached plat dated June 23, 1997 prepared by Dove & Associates. Said "STORM DRAIN EASEMENT" is a non-exclusive perpetual easement granted to the Grantee for purposes of constructing, operating, maintaining, repairing and replacing an underground storm drain. Said 1120' STORM DRAIN EASEMENT" is a twenty (20) foot wide non-exclusive perpetual easement granted to the Grantee for purposes of constructing, operating, maintaining, repairing and replacing an underground storm drain. Said 1115' STORM DRAIN EASEMENT" is a fifteen (15) foot wide non-exclusive perpetual easement granted to the Grantee for purposes of constructing, operating, maintaining, repairing and replacing an underground storm drain. This conveyance is made subject to all duly recorded and enforceable restrictive covenants and easements of record. WITNESS the following signature and seal: SATIAN ENTERPRISES, INC. By i �16 STATE OF VIRGINIA, AT LARGE, CITY/XX)M= OF idINCHESTER , To -wit: The foregoing instrument was acknowledged before me this U['88)211"GIOL 1 UU 25th day of June 1997, by Sarkis Satian as President of Satian Enterprises, Inc., a Virginia corporation, on behalf of said Corporation. My commission expires Julyl /31, 2001 `✓� i i J Notary Public HARRISON & JOHNSTON ATTORNEYS AT LAW WINCHESTER, VIRGINIA - 2 - 773.82' N 34 5323" E B1(882PGO219 n 20' STORM DRAIN EASEMENT r SHEET I OF 2 DA TE• DUNE 23, 1997 • 49 i� SCALE: 1' = 50' ARCHITECTS ENGINEERS PLANNERS SURVEYORS 3078 SHAWNEE DRIVE P.O. 80X 2033 WINCHESTER, VIRGINIA 22601 (540)667-1103 �o �� / �0 / c�6 PLA T SHOWING STORM DRAIN EASEMENTS ON PARKVYEW APARTMENTS SHAWNEE DISTRICT FREDERICK COUNTY, 14RGINIA EDWARD W. DOVE a CERT. NO. 54-17- (A) 964 SURv�' H082PG0220 773.82' N 34 53'23" E PLA T SHOWNG STORM DRAIN EASEMENTS ON PARK14EW APARMENTS SHAWNEE 01S7R1CT FREDERICK COUNTY, 14RGIN/A DA TE.• JUNE 23, 1997 SCALE: 1 " = 50' ARCHITECT Ff D= ENGINEERs {r<etruM*M f writing was Cp-1oducedta PIANNERS�--tea .1o,�at Bc ASSOCIATES SURVEYORS" with ce to of acknowledgment ther was admitte to record. TeX Imposed by Soc 3078 SHAWNEE DRIVE �= U and 68.1.801 have been paid, if P.O. BOX 2033 WINCHESTER, VIRGINIA 22601 I ,� C (540)667-1103 §8. asso SHEET 2 OF 2 �EDWARD W. DOVE `n nnexed CERT. NO. Bo o54-17— (A) 64 . 2-3� �O't *D 5�� the COUNTY OF FREDERICK, VIRGINIA DEPARTMENT OF INSPECTIONS n( Caller _t t -T N + n Time Called Date Called (C Phone No. 7l3 1 7 % 1 i37 Time Requested 0 Date Requested Received By z��1 L Date of Inspection _ /t / Z `% Zcl 7 PERMIT HOLDER NAME / 1. l'U<<r) t C-i->c MIJ,V —J RT. NO. Lot No. SEC. No. SUBDIVISION STREET NAME DIRECTIONS BUILDING NO. - I / e. PLUMBING NO. ELECTRICAL NO MECHANICAL NO SIGN NO. DISTRICT PERMIT FOR: 'J QILDn/G- Type of Inspection Residential �/ Commercial Footers Setbacks: FR BK Slab Water Sewer Rough Plumbing Groundworks Other. Time In: Time Out: .L. R- Draintile Gas Fire -up Final Electrical Service Framing Final Mechanical Rough Electric Final Site Plan Rough Mechanical Final Building Fire Marshall Gas Piping/Test Final Plumbing Special/Complaint Temperature Weather Results: Approved Rejected Comments: Cut in No. Signature Z / / /Z� Date 7 COUNTY OF FREDERICK, VIRGINIA DEPARTMENT OF INSPECTIONS Caller kf� t '_ Ste` ",,— Time Called � ` 06 Date Called b0 Phone No. (p(, z " 77 Yy Time Requested A-5j'&e Date Requested 1 Z9' 00 Received By A rvt!q Date of Inspection 6 Z7 PERMIT HOLDER NAME S ti RT. NO. Lot No. SEC. No. SUBDIVISION STREET NAME V.-(I ery)"Il Q DIRECTIONS �Q� S �� BUILDING NO. _ e,.0 GnQaS PLUMBING NO. ELECTRICAL NO. MECHANICAL NO. SIGN NO rr DISTRICT PERMIT FOR: Tvpe of Inspection Residential Footers Slab Water Sewer _ Rough Plumbing _ Groundworks _ Other: Commercial Setbacks: FR Draintile Gas Fire -up Service Framing Rough Electric Final Rough Mechanical Final Building Gas Piping/Test Final Plumbing L R Final Electrical Final Mechanical Site Plan Fire Marshall Special/Complaint Time In: b 5 Temperature z Cut in No. Time Out: I S Weather 5�n� Results: Approved Rejected Comments: GLII ck_ ° to e. _< Signature Date �'�' COUNTY OF FREDERICK, VIRGINIA DEPARTMENT OF INSPECTIONS Caller A(fi"ate_ S'_t' Time Called q' ) 5 Date Called Phone No. ( (4 R ' Z7 Time Requested Date Requested lam' 7-00 Received By a fto` /jw.ti �� Date of Inspection PERMIT HOLDER NAME SE.i RT. NO. Lot No. SEC. No. SUBDIVISION STREET NAME DIRECTIONS (2fi' (051 Va(�e-M ill BUILDING NO. _ PLUMBING NO. DISTRICT PERMIT FOR: w Tvoe of Inspection Residential Footers Slab — Water Sewer Rough Plumbing — Groundworks — Other: Time In: Time Out: Setbacks: FR Commercial _ BK Draintile Gas Fire -up Service Framing Rough Electric Final Rough Mechanical Final Building Gas Piping/Test Final Plumbing ELECTRICAL NO MECHANICAL NO SIGN NO L R Final Electrical Final Mechanical -;e 20-% Site Plan Fire Marshall Special/Complaint Temperature 35 c' Cut in No. Weather MoS-tl Results: Approved Rejected l/ Comments: �I tick CAa-wYC) bj"; Signature- 2.. � Date 1 Z ' %' D J COUNTY OF FREDERICK, VIRGINIA DEPARTMENT OF INSPECTIONS Caller _ Time Called Phone No. Time Requested Received By PERMIT HOLDER NAME RT. NO. Lot No. SEC. No. STREET NAME DIRECTIONS V ; ") PERMIT FOR: Type of Inspection Residential Footers Slab Water Sewer _ Rough Plumbing _ Groundworks Other: Time In: Time Out: Results: Approved Comments: Setbacks: FR Draintile Service Rough Electric Rough Mechanical Gas Piping/Test Temperature Weather _ Date Called Date Requested Date of Inspection _ SUBDIVISION DISTRICT Commercial Rejected Gas Fire -up Framing Final Final Building Final Plumbing BUILDING NO. PLUMBING NO. ELECTRICAL NO. MECHANICAL NO. SIGN NO. _L Cut in No. I Final Electrical Final Mechanical Site Plan Fire Marshall Special/Complaint Signature Date VALLEY MILL APARTMENTS FREDERICK COUNTY, VIRGINIA PROJECT INFORMATION PREPARED BY: DOVE AND ASSOCIATES 43045 JOHN MOSBY HIGHWAY CHANTILLY, VA 22021 (703) 327-2355 u MICH 'E RUEN w No. 234'-4 A ,{ 'ice • • PROJECT DESCRIPTION TRAFFIC ANALYSIS HYDOLOGY TABLE OF CONTENTS STORMWATER MANAGEMENT SUMMARY STORM SEWER DESIGN COMPUTATIONS Al STORM INLET COMPUTATIONS li L POND ROUTINGS Cl- C15 PROJECT DESCRIPTION This project consists of the development of 7 apartment buildings with 76 total 2 bedroom units. Related infrastructure including improvements to Valley Mill Road (Route 659), construction of a portion of Brookland Lane (Route 658), storm water management, and sewer and water facilities to serve the development will also be constructed. A Final Master Development Plan showing the general layout and improvements has been approved by Frederick County and the Virginia Department of Transportation. TRAFFIC ANALYSIS According to the latest ITE Trip Generation figures for apartments, this development will result in 76 units x 6.6 trips/day = 502 vehicles per day. Additional future development of properties which will utilize Brookland Lane is anticipated. During the Master Development Plan stage, the total ultimate traffic on Brookland Lane was estimated at 4,000 vpd for design purposes. A 40 foot wide curb and gutter section was approved by VDOT during the review of the Final Master Development Plan. Therefore, a 40 foot wide curb and gutter section is proposed along Brookland Lane and 4,000 VPD was used in the pavement design calculations for this final site plan. Typical street sections and pavement design calculations are shown on the site plan. HYDROLOGY This project drains entirely to an existing swale which runs through the property. The swale is adequate to carry existing runoff within its bed and banks and stormwater detention will be used to reduce peak runoff rates after development. The rational method was used to calculate stormwater runoff. Storm pipes are designed to carry the 10-year storm runoff with the hydraulic grade line below the top of the pipe. Inlets have been analyzed for the 10-year storm to ensure ponding will not create hazardous situations. A dry pond has been designed to control the 2 and 10 year storms to below their respective pre -development levels of peak runoff. the pond has also been analyzed to safely carry the 100-year storm without overtopping the embankment. Pond-2 software was used in analyzing the runoff and pond routings. l • 0 VALLEY MILL APARTMENTS STORMWATER MANAGEMENT SUMMARY DRAINAGE AREA SUMMARY SITE AREA = 7.35 AC UNDEVELOPED/UNCONTROLLED SITE AREA = 0.98 SITE AREA CONTROLLED IN POND = 6.37C - 0.30, C - 0.62 BROOKLAND LANE AREA TO POND = 0.96 AC , RE RE T VALLEY MILL AREA TO POND = 0.43 AC, C P ECP U.51, C 0� �"PO�T65 '62 OFFSITE AREA NORTH ROUTE 659 TO POND P = 0.61 AC, C OSU.40 OFFSITE AREA TO SCHOOL TO POND = 0.94 AC, C = 0.30 OFFSITE AREA TO SOUTHEAST TO POND = 0.19, C = 0.30 PRE -DEVELOPMENT RUNOFF DRAINAGE AREA TO POND = 9.44 AC COMPOSITE &FACTOR = 0.34 TIME OF CONCENTRATION = 10 MIN, L - 4.60, L� n - 5.92, L100 = 8.10 PRE -DEVELOPMENT RUNOFF = C A = 6= 14. i6 CFS Q10 = 16.00 CFS Q100 = 26.00X1.25=32.50 CFS POST -DEVELOPMENT RUNOFF DRAINAGE AREA TO POND = 9.44 AC COMPOSITE &FACTOR = 0.58 TIME OF CONCENTRATION = 5 MIN, L2 = 5.45, L= 7.27, L100 = 9.84 PRE -DEVELOPMENT RUNOFF = C A = Q= 29M4 CFS Q10 = 36.80 CFS Q100 = 53.88X1.25=67.34 CFS DETENTION SUMMARY 2-YEAR OUTFLOW = 13.42 CFS < 14.76 CFS (EL. = 654.36) 10-YEAR OUTFLOW = 18.69 CFS < 19.00 CFS (EL. = 654.98) 100-YEAR OUTFLOW = 42.31 CFS (EL. = 655.55) 2 k i STORM SEWER DESIGN COMPUTATIONS STATION TOP FROA1 TO TYPE STIR. DRAIN AREA RUN- OFF COEF. CA TIME OF CONCENTRATION RUNOFF (CFS) DESIGN PROFILE INCRE- ��EIIT ACCUMU LATED I TO ALINE IN PIPE ACCUAI. TIME 1I.1C 0' ACCUrf "0" PIPE DIA SLOPE (;) -N" MAX "0" VEL FT/SEC LENGTH OF RUN FALL (FEET) INV. UPPER INV. L01'r'�R LOSSES ACRES C�, �a D,tol p.AS 0V ool I.C11 3a I.o7 0.35 D,3 3A, lo, 3 3 \ D.5-- 0.71 3 2ZA 2 z L.lco o-TS D.a`I � 34, 35� I 1 I � I -r I o.l3 0. 5 0,►l 0.30 Z,A Z. c q ,t l2 Tqc tl. S I o.23 o,ao D.1� t:71F 2.(o IS 5 3 O.t6 0,40 0.07 I.5t 'aAco 'ZA 1.00 22 r--% 5 STORM SEWER DESIGN COMPUTATIONS • STATION TOP FROM TO TYPE STR DRAIN AREA . A' RUN— OFF COEF. CA TIIdE OF CONCENTRATION RUNOFF (CFS) DESIGN PROFILE INCRE— MENT ACCUTAU LATED I TO PIPE IN PIPE hCCU.1. TIME INC 0" i,CCUI.1 "0" PIPE DIA SLOPE (-) -N- I.1AX "0" VEL FT/SEC LENGTH OF RUN FALL (FEET) INV. UPPER INV. L0�'!ER LOSSES ACRES cry 02 (.2` 4-. 0.ol 2. Cali, I (oh. I I I co I I I I N 1.0� p-is 077 o.Zv f S • I I I / •� /' • / 6M i 11617 Joz614 1 INTERCH NGE 82. ♦ / )• _1 \ Holy -Tr • < / �� •Q�' a• `� (/� v ( / ��.— 'mil �'�, �. �_ p1 ub / J ♦ �l 'Sta ♦ 6a<," ° 667 i•��l Shale = (l - �\ `�\ O PIt v r ' 10 AND; CEI 665�' C, 661 r '655 �l y - .-'/ ` .,il, off._ I G O • J'— p i 'N e \ .i � � •/_ � is �/�� Oslo e 68 - ,•i �-_ _ / `'-' yyid� '� ,�•• u � _ . Clayat� L- F' Re 6161, INTER NGE�81 7' _ ��' �gj' ,_ - / Sm 571 _ _ -•-' ' Tra CL- •,,, -,Parrlk - 1.dills } �� !` l a �.'-1 is J /..•�I -byO ra �. -Creer-� /,. .••, •.. CC 6 / JJ i3PC5?° •O _']� V •-�' � .n� - !�"��y\ _ / �_560 55C A. - F � 'f •1l E'rcr3erlc� /�-�•'• ,, e ,a -' `a r =tea '', , oir_—� , � •\. 'y1 I;r J Height Chhester cenw�J cw 'i ••.. ° I � ` . j' Grcenuod ' /wlei ghts �' • INLET NUMBER 2 LENGTH 8.0 STATION DRAINAGE AREA = 0.580 ACRES C VALUE _ .750 CA = 0.435 DRAINAGE AREA = 0.580 ACRES C VALUE _ .750 CA = 0.435 SUM CA = 0.870 INT= 7.27 CFS = 6.325 CO = 0.000 GUTTER FLOW = 6.325 GUTTER SLOPE = 0.0200 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .020 (ft./ft.) IS 7.51 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH = 11.60 H = 0.460 DEPTH OF WATER = 0.38 SPREAD = 18.41 ------------- ---------------------------------- INLET NUMBER 3 LENGTH 8.0 STATION DRAINAGE AREA = 0.130 ACRES C VALUE _ .800 CA = 0. ,i 04 DRAINAGE AREA = 0.760 ACRES C VALUE _ .800 CA = 0.608 SUM CA = 0.712 INT = 7.27 CFS = 5.176 CO = 0.000 GUTTER FLOW = 5.176 GUTTER SLOPE = 0.0400 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .040 (ft./ft.) IS 7.47 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH = 11.60 H = 0.460 DEPTH OF WATER = 0.33 SPREAD = 16.10 • C� INLET NUMBER 5 LENGTH 4.0 STATION DRAINAGE AREA = 0.120 ACRES C VALUE _ .800 CA = 0.096 DRAINAGE AREA = 0.1 10 ACRES C VALUE _ .800 CA = 0.088 SUM CA= 0.184 INT= 7.27 CFS= 1.338 CO= 0.000 GUTTER FLOW= 1.338 GUTTER SLOPE = 0.0350 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .035 (ft./ft.) IS 1.89 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH = 7.60 H = 0.460 DEPTH OF WATER = 0.18 SPREAD = 8.66 152. • • INLET NUMBER 5A LENGTH 8.0 STATION DRAINAGE AREA = 0.510 ACRES C VALUE _ .750 CA = 0.382 DRAINAGE AREA = 0.500 ACRES C VALUE _ .750 CA = 0.375 SUM CA= 0.757 INT= 7.27 CFS= 5.507 CO= 0.000 GUTTER FLOW= 5.507 GUTTER SLOPE = 0.0350 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .035 (ft./ft.) IS 6.03 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH = 11.60 H = 0.460 DEPTH OF WATER = 0.35 SPREAD = 16.78 0 • INLET NUMBER 6A LENGTH 8.0 STATION DRAINAGE AREA = 0.250 ACRES C VALUE _ .750 CA = 0.188 SUM CA= 0.188 INT= 7.27 CFS= 1.363 CO= 0.000 GUTTER FLOW= 1.363 GUTTER SLOPE = 0.0207 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 4.48 2.0 0.45 0.0833 4.0 0.92 3.5 0.146 0.155 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 8.9 EFFICIENCY= 0.99 CFS INTERCEPTED = 1.34 CFS CARRYOVER = 0.02 m INLET NUMBER 6B LENGTH 8.0 STATION DRAINAGE AREA = 0.270 ACRES C VALUE _ .750 CA = 0.203 SUM CA= 0.203 INT= 7.27 CFS= 1.472 CO= 0.000 GUTTER FLOW= 1.472 GUTTER SLOPE = 0.0207 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 4.73 2.0 0.42 0.0833 4.0 0.90 3.5 0.146 0.153 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH= 9.2 EFFICIENCY= 0.97 CFS INTERCEPTED= 1.43 CFS CARRYOVER= 0.04 • • -----------------------------------------------_ INLET NUMBER :a, -7 LENGTH 6.0 STATION DRAINAGE AREA = 0.030 ACRES C VALUE _ .850 CA = 0.025 DRAINAGE AREA = 0.100 ACRES C VALUE _ .850 CA = 0.085 SUM CA= 0.111 INT= 7.27 CFS= 0.803 CO= 0.000 GUTTER FLOW= 0.803 GUTTER SLOPE = 0.0020 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .002 (ft./ft.) IS 5.75 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH = 9.60 H = 0.460 DEPTH OF WATER = 0.1 1 SPREAD = 5.27 • • INLET NUMBER 8 LENGTH 6.0 STATION DRAINAGE AREA = 0.160 ACRES C VALUE = .750 CA = 0.120 DRAINAGE AREA = 0.090 ACRES C VALUE = .750 CA = 0.068 SUM CA= 0.188 INT= 7.27 CFS= 1.363 CO= 0.000 GUTTER FLOW= 1.363 GUTTER SLOPE = 0.0020 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .002 (ft./ft.) IS 6.99 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH = 9.60 H = 0.460 DEPTH OF WATER = 0.16 SPREAD = 7.50 -a POND-2 Version: 5.17 S/N: • Page 1 • EXECUTED: 04-1 1-1996 19:50:02 VALLEY MILL APARTMENTS 2-YR STORM ROUTING ' FREDERICK COUNTY, VA Inflow Hydrograph: SARKIS2 .HYD Rating Table file: SARKIS PND ----INITIAL CONDITIONS -- Elevation = 651.50 ft Outflow = 0.00 cfs Storage = 0.00 ac-ft INTERMEDIATE ROUTING GIVEN POND DATA COMPUTATIONS ELEVATION 1 OUTFLOW STORAGE 2S/t 2S/t + 0 (ft) I (ac-ft) I (cfs) -------------1 (cfs) --(cfs) I--- - ----------- 651.50 I ---------- 0.0 1 I------------ 0.000 0.0 0.0 651.70 0.1 0.001 0.2 0.3 651.90 0.6 0.005 1.4 2.0 652.10 1.3 0.015 4.3 5.6 652.30 2.3 0.027 7.8 10.1 652.50 3.4 0.039 11.5 14.9 652.70 4.7 0.053 15.4 20.1 652.90 5.9 0.068 19.7 25.6 653.10 7.2 0.083 24.2 31.4 653.30 8.7 0.100 29.0 37.7 653.50 9.7 0.117 34.1 43.8 653.70 10.7 0.136 39.5 50.2 653.90 11.6 0.156 45.3 56.9 654.10 12.4 0.177 51.3 63.7 654.30 13.2 0.199 57.9 71.1 654.50 13.9 0.223 64.9 78.8 654.70 14.6 0.249 72.4 87.0 654.90 16.5 0.277 80.4 96.9 655.10 22.1 0.306 89.0 111.1 655.30 29.8 0.338 98.1 127.9 655.50 39.2 0.371 107.7 146.9 655.70 51.4 0.406 118.0 169.4 655.90 66.3 0.444 128.9 195.2 656.10 83.0 0.483 140.3 223.3 656.30 101.4 0.524 152.3 253.7 656.50 119.3 0.567 164.7 284.0 656.70 130.1 0.612 177.7 307.8 656.90 141.2 0.658 191.2 332.4 657.00 ------------------------------ 146.8 0.682 -------------------------- 198.1 344.9 Time increment (t) = 0.083 hrs. at • POND-2 Version: 5.17 S/N: EXECUTED: 04-1 1-1996 19:50:02 Pond File: SARKIS PND Inflow Hydrograph: SARKIS2 .HYD Outflow Hydrograph: OUT HYD INFLOW HYDROGRAPH ------------- TIME (hrs) 0.000 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.666 0.750 0.833 0.916 1.000 1.083 1.166 1.250 1.333 .1.416 1.499 1.583 1.666 1.749 1.833 1.916 1.999 Page 2 ROUTING COMPUTATIONS ----- ------------------------------------------------------ INFLOW 1 11 + 12 1 2S/t - 0 1 2S/t + 0 1 OUTFLOW I ELEVATION (cfs) (cfs) I (cfs) I (cfs) I (cfs) I (ft) ----- -- --� ------ � - ---- � --- (---0 I 0.00i---� --I--- 0.0 i 0.0 I .00 1 651.50 � 29.84 29.8 16.1 29.8 6.85 1 653.05 19.22 49.1 40.1 65.2 12.56 654.14 14.23 33.5 46.7 73.5 13.42 654.36 11.39 25.6 45.7 72.3 13.31 654.33 9.42 20.8 41.1 66.5 12.70 654.17 7.99 17.4 34.9 58.5 11.79 653.95 7.01 15.0 28.6 49.9 10.65 653.69 6.02 13.0 23.0 41.6 9.35 653.43 5.47 11.5 18.6 34.4 7.93 653.20 4.87 10.3 15.6 28.9 6.65 653.02 4.49 9.4 13.4 25.0 5.77 652.88 4.05 8.5 11.8 22.0 5.11 652.77 3.72 7.8 10.4 19.5 4.55 652.68 3.29 7.0 9.4 17.4 4.04 652.60 3.29 6.6 8.6 15.9 3.67 652.54 2.74 6.0 7.9 14.6 3.35 652.49 2.19 4.9 7.0 12.9 2.94 652.42 2.19 1.64 1.64 1.10 0.55 0.55 0.00 4.4 3.8 3.3 2.7 1.7 1.1 0.6 6.2 5.4 4.7 4.0 3.0 2.1 1.2 11.4 10.0 8.7 7.4 5.7 4.1 2.7 2.60 2.29 2.00 1.71 1.31 1.02 0.73 652.35 652.30 652.24 652.18 652.10 652.02 651.94 C� • POND-2 Version: 5.17 S/N: EXECUTED: 04-1 1-1 996 19:50:02 Page 3 ****************** SUMMARY OF ROUTING COMPUTATIONS ****************** Pond File: SARKIS PND Inflow Hydrograph: SARKIS2 .HYD Outflow Hydrograph: OUT HYD Starting Pond W.S. Elevation = 651.50 ft * * * * * Summary of Peak Outflow and Peak Elevation * * * * * Peak Inflow = 29.84 cfs Peak Outflow = 13.42 cfs Peak Elevation = 654.36 ft * * * * * Summary of Approximate Peak Storage * * * * * Initial Storage = 0.00 ac-ft Peak Storage From Storm = 0.21 ac-ft --------------- Total Storage in Pond = 0.21 ac-ft 03 POND-2 Version: 5.17 S/N: Page 4 Pond File: SARKIS PND Inflow Hydrograph: SARKIS2 .HYD Outflow Hydrograph: OUT HYD EXECUTED: 04-1 1-1996 Peak Inflow = 29.84 cfs 19:50:02 Peak Outflow = 13.42 cfs Peak Elevation = 654.36 ft Flow (cfs) 0.0 3.0 6.0 9.0 12.0 15.0 18.0 21.0 24.0 27.0 30.0 33.0 .08 � x * .17 -� x x .25 x* *x .33 - * x * x .42 - * x � * x .5 x * x .5,8 - * x * x .67 * x * x .75 x * x .83 - x * x .92 - x *x 1.0 - x *x 1 .08 - * x *x 1.17 - *x *x 1.25 - x *x 1.33 - 1 * x *x 1.42 - 1 * x x 1.5 *x x 1.58 -1 * x *x 1.67 - I *x TIME (hrs) * File: SARKIS2 Qmax = 29.8 cfs x File: .HYD OUT HYD Qmax = 13.4 cfs c POND-2 Version: 5.17 S/N: • Page 1 • EXECUTED: 04-1 1-1996 19:51 :42 * * * VALLEY MILL APARTMENTS 10-YR STORM ROUTING * FREDERICK COUNTY, VA * * * * * Inflow Hydrograph: SARKIS10.HYD Rating Table file: SARKIS PND ----INITIAL CONDITIONS ---- Elevation = 651.50 ft Outflow = 0.00 cfs Storage = 0.00 ac-ft INTERMEDIATE ROUTING GIVEN POND DATA COMPUTATIONS ------------------------------ ELEVATION I -------------------------- OUTFLOW I STORAGE 2S/t 2S/t + 0 (ft) I (cfs) I I (ac-ft) I (cfs) --------- (cfs) ---- I -------- --------- 651.50 I ---------- 0.0 I ------------ 0.000 0.0 o. o 651.70 0.1 0.001 0.2 0.3 651.90 0.6 0.005 1.4 2.0 652.10 1.3 0.015 4.3 5.6 652.30 2.3 0.027 7.8 10.1 652.50 3.4 0.039 11.5 14.9 652.70 4.7 0.053 15.4 20.1 652.90 5.9 0.068 19.7 25.6 653.10 7.2 0.083 24.2 31.4 653.30 8.7 0.100 29.0 37.7 653.50 9.7 0.117 34.1 43.8 653.70 10.7 0.136 39.5 50.2 653.90 11.6 0.156 45.3 56.9 654.10 12.4 0.177 51.3 63.7 654.30 13.2 0.199 57.9 71.1 654.50 13.9 0.223 64.9 78.8 654.70 14.6 0.249 72.4 87.0 654.90 16.5 0.277 80.4 96.9 655.10 22.1 0.306 89.0 111.1 655.30 29.8 0.338 98.1 127.9 655.50 39.2 0.371 107.7 146.9 655.70 51.4 0.406 118.0 169.4 655.90 66.3 0.444 128.9 195.2 656.10 83.0 0.483 140.3 223.3 656.30 101.4 0.524 152.3 253.7 656.50 119.3 0.567 164.7 284.0 656.70 130.1 0.612 177.7 307.8 656.90 141.2 0.658 191.2 332.4 657.00 ------------------------------ 146.8 0.682 -------------------------- 198.1 344.9 '. Time increment (t) = 0.083 hrs. is POND-2 Version: 5.17 S/N: E-XECUTED: 04-1 1-1996 19:51 :42 Pond File: SARKIS PND Inflow Hydrograph: SARKIS10.HYD Outflow Hydrograph: OUT HYD INFLOW HYDROGRAPH TIME (hrs) -------- I - 0.000 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.666 0.750 0.833 0.916 1.000 1.083 -1 .166 1.250 1.333 1.416 1.499 1.583 1.666 1.749 1.833 1.916 1.999 Page 2 ROUTING COMPUTATIONS INFLOW I 1 11 +12 1 2S/t - 0 1 2S/t + (cfs) (cfs) I (cfs) I (cfs) I (cfs) --------------- I ------------ I ----------- I --------- I --- 0 1 OUTFLOW J ELEVATION 1 (ft) 0.00 1----- 1 0.0 1 0.01 0.00.1 6 39.80 39.8 21.7 39.8 9.04 25.62 65.4 57.9 87.1 14.63 18.94 44.6 65.1 102.41 18.6 15.17 34.1 64.4 99.2 17.40 12.54 27.7 60.9 92.1 15.58 10.62 23.2 55.4 84.1 14.35 9.20 19.8 48.1 75.2 13.58 8.05 17.3 40.2 65.3 12.57 7.17 15.2 32.6 55.4 11.40 6.46 13.6 26.1 46.2 10.08 5.91 12.4 20.8 38.4 8.82 5.42 11.3 17.4 32.1 7.38 4.98 10.4 15.0 27.8 6.39 4.54 9.5 13.2 24.5 5.67 4.05 8.6 1 1 .6 21.8 5.06 3.61 7.7 10.3 19.3 4.50 3.18 6.8 9.2 17.1 3.95 2.74 5.9 8.2 15.1 3.46 2.24 5.0 7.1 13.2 3.01 1.81 4.1 6.1 11.2 2.56 1.37 3.2 5.0 9.3 2.12 0.93 2.3 3.9 7.3 1.68 0.44 1.4 2.8 5.3 1.24 0.00 0.4 1.6 3.3 0.85 51.50 1 653.37 654.70 9 654.98 654.93 654.80 654.63 654.41 654.14 653.86 653.58 653.32 653.12 652.98 652.86 652.76 652.67 652.59 652.51 652.43 652.35 652.26 652.18 652.08 651.97 col • • • P-OND-2 Version: 5.17 S/N: EXECUTED: 04-1 1-1996 19:51:42 Page 3 ****************** SUMMARY OF ROUTING COMPUTATIONS ****************** Pond File: SARKIS PND Inflow Hydrograph: SARKIS10.HYD Outflow Hydrograph: OUT HYD Starting Pond W.S. Elevation = 651.50 ft * * * * * Summary of Peak Outflow and Peak Elevation * * * * * Peak Inflow = 39.80 cfs Peak Outflow = 18.69 cfs Peak Elevation = 654.98 ft * * * * * Summary of Approximate Peak Storage * * * * * Initial Storage = 0.00 ac-ft Peak Storage From Storm = 0.29 ac-ft --------------- Total Storage in Pond = 0.29 ac-ft 200 • . POND-2 Version: 5.17 S/N: Page 4 Pond File: SARKIS PND Inflow Hydrograph: SARKIS10.HYD Outflow Hydrograph: OUT HYD EXECUTED: 04-1 1-1996 Peak Inflow = 39.80 cfs 19:51:42 Peak Outflow = 18.69 cfs Peak Elevation = 654.98 ft Flow (cfs) 0.0 4.0 8.0 12.0 16.0 20.0 24.0 28.0 32.0 36.0 40.0 44.0 .08 I x x .17 x x * .25 �� x *x .33 -� * x x .42 - x * x .5 -) * x * x .58 x x .67 x x .75 x x .83 * x * x .92 x * x 1.0 x *x 1.08 - x *x 1.17 -*x *x 1.25 -* x *x 1.33 - 1 * x *x 1.42 -1 *x * x 1.5 *x *x 1.58 - *x *x 1.67 -� *x TIME (hrs) * File: SARKIS10.HYD Qmax = 39.8 cfs x File: OUT HYD Qmax = 18.7 cfs cc) Coto • i 0 POND-2 Version: 5.17 S/N: Page 1 EXECUTED: 04-1 1-1996 19:52:31 * * * VALLEY MILL APARTMENTS 100-YR STORM ROUTING * FRDERICK COUNTY, VA * * * * * Inflow Hydrograph: SARK100 .HYD Rating Table file: SARKIS PND ----INITIAL CONDITIONS ---- Elevation = 651.50 ft Outflow = 0.00 cfs Storage = 0.00 ac-ft INTERMEDIATE ROUTING GIVEN POND DATA COMPUTATIONS ELEVATION I OUTFLOW STORAGE 2S/t 2S/t + 0 (ft) II (cfs) I (ac-ft) ( (cfs) --------- (cfs) -- - ------ I --------- 651.50 I ---------- 0.0 1 1------------ 0.000 0.0 0.0 651.70 0.1 0.001 0.2 0.3 651.90 0.6 0.005 1.4 2.0 652.10 1.3 0.015 4.3 5.6 652.30 2.3 0.027 7.8 10.1 652.50 3.4 0.039 11.5 14.9 652.70 4.7 0.053 15.4 20.1 652.90 5.9 0.068 19.7 25.6 653.10 7.2 0.083 24.2 31.4 653.30 8.7 0.100 29.0 37.7 653.50 9.7 0.117 34.1 43.8 653.70 10.7 0.136 39.5 50.2 653.90 11.6 0.156 45.3 56.9 654.10 12.4 0.177 51.3 63.7 654.30 13.2 0.199 57.9 71.1 654.50 13.9 0.223 64.9 78.8 654.70 14.6 0.249 72.4 87.0 654.90 16.5 0.277 80.4 96.9 655.10 22.1 0.306 89.0 111.1 655.30 29.8 0.338 98.1 127.9 655.50 39.2 0.371 107.7 146.9 655.70 51.4 0.406 118.0 169.4 655.90 66.3 0.444 128.9 195.2 656.10 83.0 0.483 140.3 223.3 656.30 101.4 0.524 152.3 253.7 656.50 119.3 0.567 164.7 284.0 656.70 130.1 0.612 177.7 307.8 656.90 141.2 0.658 191.2 332.4 657.00 ------------------------------ 146.8 0.682 -------------------------- 198.1 344.9 Time increment (t) = 0.083 hrs. cot • 0 • FOND-2 Version: 5.17 S/N: EXECUTED: 04-1 1-1996 19:52:31 Page 2 Pond File: SARKIS PND Inflow Hydrograph: SARK100 .HYD Outflow Hydrograph: OUT HYD INFLOW HYDROGRAPH ROUTING COMPUTATIONS ------------------ TIME I ------------------------------------------------------ INFLOW 1 11 +12 1 2S/t - 0 1 2S/t + O 1 OUTFLOW ELEVATION (hrs) (cfs) (cfs) I (cfs) I (cfs) I (cfs) I (ft) - -------------- --------- I ------------ ----------- --------- I--------- 0.000 0.001 ----- 1 0.0 1 0.01 0.00 1 651.50 0.083 67.34 67.3 41.8 67.31 12.79 654.20 0.167 43.58 110.9 68.1 152.7 42.31 655.55 0.250 32.36 75.9 68.5 144.0 37.74 655.47 0.333 25.62 58.0 68.2 126.5 29.16 655.28 0.417 21.41 47.0 67.2 115.2 23.99 655.15 0.500 18.12 39.5 66.0 106.7 20.39 655.04 0.583 15.93 34.1 64.6 100.0 17.73 654.94 0.666 14.18 30.1 62.5 94.7 16.07 654.85 0.750 12.87 27.1 59.4 89.6 15.10 654.75 0.833 11.55 24.4 55.2 83.8 14.33 654.62 0.916 10.62 22.2 49.8 77.3 13.77 654.46 1.000 9.75 20.4 44.0 70.2 13.10 654.27 1.083 8.92 18.7 38.1 62.6 12.27 654.07 -1.166 8.10 17.0 32.4 55.1 11.36 653.85 1.250 7.34 15.4 27.2 47.8 10.33 653.63 1.333 6.52 13.9 22.5 41.0 9.25 653.41 -1.416 5.69 12.2 18.8 34.8 8.00 653.21 1.499 4.87 10.6 15.8 29.3 6.74 653.03 1.583 4.05 8.9 13.3 24.8I 5.72 652.87 1.666 3.23 7.3 11.0 I 20.6 4.80 1 652.72 I 1.833 1.64 4.1 7.11 13.1I 2.99 652.43 1.916 0.82 2.5 5.2 9.6 2.19 ( 652.28 1.999 ----------------- 0.00 ------------------------------------------------------ 0.8 3.2 6.0 1.39 652.12 C `2. • 0 0 POND-2 Version: 5.17 S/N: EXECUTED: 04-1 1-1996 19:52:31 Page 3 ****************** SUMMARY OF ROUTING COMPUTATIONS Pond File: SARKIS PND Inflow Hydrograph: SARK100 .HYD Outflow Hydrograph: OUT HYD Starting Pond W.S. Elevation = 651.50 ft * * * * * Summary of Peak Outflow and Peak Elevation * * * * * Peak Inflow = 67.34 cfs Peak Outflow = 42.31 cfs Peak Elevation = 655.55 ft * * * * * Summary of Approximate Peak Storage * * * * * • Initial Storage = 0.00 ac-ft Peak Storage From Storm = 0.38 ac-ft --------------- Total Storage in Pond = 0.38 ac-ft V` 7 POND-2 Version: 5.17 S/N: Page 4 Pond File: SARKIS PND Inflow Hydrograph: SARK100 .HYD Outflow Hydrograph: OUT HYD EXECUTED: 04-1 1-1996 Peak Inflow = 67.34 cfs 19:52:31 Peak Outflow = 42.31 cfs Peak Elevation = 655.55 ft Flow (cfs) 0.0 7.0 14.0 21.0 28.0 35.0 42.0 49.0 56.0 63.0 70.0 77.0 ------- I----- I----- I----- I----- I----- I----- I----- I----- I----- I----- I- .08 I- x � x * .17 -x* � *x .25 - x x .33 - * x * x .42 -� * x x .5 *x *x .58 *x *x .6T .* x *x .75 i� *x * x .83 - x *x .92 x *x 1.0 x * x 1 .08 - x * x 1.17 -x *x 1.25 -x *x 1.33 - * x *x 1 .42 - 1 * x *x 1.5 * x *x 1.58 * x *x 1.67 - *x TIME Ors) *- File: SARK100 .HYD Qmax = 67.3 cfs x File: OUT HYD Qmax = 42.3 cfs C`� vj� s BURR P. HARR15ON 1904-1973 WILLIAM A.10HNSTON H.K.BEN HAM = BILLY 1.TISINGER IAN R.D.WILLIAMS CHARLES S. MCCANDLISH BRUCE E. DOWNING TRAVIS 1OSEPH T15INCER • • HARRISON 8 JOHNSTON ATTORNEYS AT LAW POST OFFICE BOX 609 WINCHESTER, VIRGINIA 22604 June 25, 1997 Mr. Kris Tierney Planning & Development Department of Frederick County 107 North Kent Street Winchester, Virginia 22601 Dear Kris: STREET ADDRESS.- 21 S.LOUDOUN STREET WINCH ESTER, VIRGINIA 22601 TELEPHONE AREA CODE 540 GG7- 1266 FAX NO. 540-667-1312 Enclosed herewith please find storm drainage easement signed and recorded in my absence. If you have any desired changes or questions regarding the easement, please give me a call. Other- wise, please forward to the appropriate office. Sincerely yours, H. K. Benham, III HKB,III:krb Enclosure • • 01 H882PG0217 THIS EASEMENT, made this >l day of�- 1997, by Satian Enterprises Inc., a Virginia corporation, of the one part, hereinafter called Grantor; and County of Frederick, Virginia, of the other part, hereinafter called Grantee. WITNESSETH: That for valuable consideration, the Grantor does hereby grant and convey unto the Grantee an easement, more particularly shown as "STORM DRAIN EASEMENT", as 1120' STORM DRAIN EASEMENT" and as 1115' STM. DRN. ESMT." on the attached plat dated June 23, 1997 prepared by Dove & Associates. Said "STORM DRAIN EASEMENT" is a non-exclusive perpetual easement granted to the Grantee for purposes of constructing, operating, maintaining, repairing and replacing an underground storm drain. Said 1120' STORM DRAIN EASEMENT" is a twenty (20) foot wide non-exclusive perpetual easement granted to the Grantee for purposes of constructing, operating, maintaining, repairing and replacing an underground storm drain. Said 1115' STORM DRAIN EASEMENT" is a fifteen (15) foot wide non-exclusive perpetual easement granted to the Grantee for purposes of constructing, operating, maintaining, repairing and replacing an underground storm drain. This conveyance is made subject to all duly recorded and enforceable restrictive covenants and easements of record. WITNESS the following signature and seal: SATIAN ENTERPRISES, INC. B / �\ Y STATE OF VIRGINIA, AT LARGE, HARRISON 8 JOHNSTON CITY/XXBNM OF WINCHGSTER To -wit: ATTORNEYS AT LAW The foregoing instrument was acknowledged before me this WINCHESTER,VIRGINIA 61118821)G0218 25th day of June 1 1997, by Sarkis Satian as President of Satian Enterprises, Inc., a Virginia corporation, on behalf of said Corporation. My commission expires July /31, 2001 C f• L ' Notary Public HARRISON & JOHNSTON ATTORNEYS AT LAW WINCHESTER. VIRGINIA _ 2 - N ,34 33'23" E 773.82' 8K882PGO219 �- EASEMENT 20' STORM DRAIN —� SHEET 1 OF 2 DA TE? DUNE 23, 1997 i� SCALE: I" = 50' ARCHITECTS ENGINEERS PLANNERS SURVEYORS 3078 SHAWNEE DRIVE P.O. BOX 2033 WINCHESTER, VIRGINIA 22601 (540)667-1103 PLA T SHOWf'NG STORu DRAIN EASEMENTS ON PARKOEW APARMENT.S SHAWNEE DISTRICT fREDERICK COUNTY, NRGINIA EDWARD W. DOVE CERT. NO. 54-17- (A) 964 le4�9? p�' • BK882PG0220 77J.82' N 34 33'21" E _ — 116 PLA T SHOWNG STORM DRAIN EASEMENTS ON PARKVYEW APAR MENTS SHAWNEE DISTRICT fREDERICK COUNTY, NRGINIA DA TE• xNE 23, 1997 SCALE.• I" = 50' SHEET 2 OF 2 ARCHITECM,, (Allt�ix 8Q'T. `�' ENGINEERrum*M I writ no was roduIther k!rk-v,� D= PLANNERSa M. etWARD W. DOVE TES SURVEYORSnd wllh Ce to of aaknowl• DmeCERT. NO. was admitt o record. Tax Imposed 4-17-�(A) ,964$ O"-, and 58.1 801 have been �zl/q73078 SHAWNEE DRIVE P.O. BOX 2033 01 SUR14 WINCHESTER, VIRGINIA 226 j� (540) 667-1103 COMMONWEALTH OF VIRGINIA ( %— OFFICIAL RECEIPT FREDERICK CIRCUIT COURT DEED RECEIPT DATE: 06/25/97 TIME: 12:19:E6 ACCOUNT: 069CLR970005274 RECEIPT: 97000008e44 CASHIER: VHB REG: NN17 TYPE: DE PAYMENT: FULL PAYMENT c� INSTRUMENT : 970005274 BOOK: 882 PAGE: 217 RECORDED: 06/25OCO 97 12:19 '�.. GRANTOR: SATIAN ENTERPRISES INC EX: N PDT: GPA.NTEE: COUNTY OF FREDERICK VIRGINIA AND ADDRESS NONE ., RECEIVED OF HARRISON b JOHNSTON CASH : $37.00 DESCRIPTION l: SH DIST 2: 00 MAP: CONSIDERATION: 00 ASSUME/VAT: PAID CODE DESCRIPTION PAID CODE DESCRIPTION 1.00 3A DEEDS 16.00 145 VSLF 106 TECHNOLOGY FUND FEE 3.00 TENDERED 37.00 AMOUNT PAID: 20.00 N '44NGE AMT 17.00 oC-+e (else) CLERK OF COURT: REBECCA P. HOGAN