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Home My WebLink About030-95 Redbud Run Elementary School - Stonewall - BackfileSITE PLAN CHECKLIST The checklist below indicates all the information that needs to be submitted as part of the site plan application. All required information must be submitted prior to the final approval of any site plan. The Department of Planning and Development will review the application to ensure that it is complete. If any portion is not included or complete, the site plan application will not be accepted and returned to the applicant(s). Site Plan Package 1. One set of approved comment sheets are required from the following review agencies prior to final site plan approval. It is recommended that applicants contact the Department of Planning and Development to determine which review agencies are relevant to their site plan application. Virginia Department of Transportation (VDOT) Frederick County Sanitation Authority Department of Planning and Development Inspections Department -OK- 7119 11CV_ Frederick County Engineer (Public Works) QK- B/ZS/9.5v/ Frederick County Fire Marshal - OK - fall /QJ� 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 - 6K- & /I I9T- Town of Stephens City Town of Middletown Airport Authority Soil & Water Conservation District 8 RECEIPT NZ 024607 AMOUNT DUE AMOUNT OUNTNT PAI �` $ BAL,IYCE D E $ PAID By CASH CHECK ❑ OTHER fk'LDLMCK COUNTY DEPT. OF PLANNING AND DEVELOPMENT P.O. BOX 601, 9 NORTH LOUDON ST. WINCHESTER, VIRGINIA 22601 A RECEIVED FROM S ADDRESS_ 1 THE SUM OFLuc FOR r- 4 Ii t DAY TIMFRS HE -ORDER W 322, - Pl, wl ,n USA 0 0 er 16, 1995 Frederick County School Board Attn: Thomas Sullivan, Assistant to the Superintendent P.O. Box 3508 Winchester, Virginia 22604 RE: Redbud Run Elementary Site Plan Approval Dear Mr. Sullivan: COUNTY of FREDERICK Department of Planning and Development 703/665-5651 FAX 703/678-0682 The Frederick County Planning Department administratively approved Site Plan /#030-95 for the Redbud Run Elementary School on October 9, 1995. The approved site plan calls for the construction of a new elementary school that is 70,620 square feet, the creation of a new asphalt parking lot and maneuvering area that will contain curbing, 101 regular parking spaces, five disabled parking spaces that are van accessible with appropriate ramps and signage, parking lot lighting, directional signs, and concrete sidewalks to provide access from the parking lot to the facility, the provision of a concrete loading area and dumpster pad, the creation of an access road from Berryville Pike that will contain a temporary cul-de-sac and a bus loop road, the construction of a bus fueling station that will be protected by bollards, the installation of three fire hydrants, the provision of an all weather fire lane with appropriate signage, the construction of a new sanitary sewer pump station, the provision of recreational facilities that include an asphalt basketball court, an asphalt play area, a softball field with protective fencing, a football/soccer field, and a playground area, the installation of two storm water management facilities, improvements to the existing crossover and the provision of turn lanes on Berryville Pike, and all appropriate erosion and sedimentation control measures. I have provided you with three copies of the approved site plan. Please provide an approved site plan to the contractor to maintain on -site, an approved site plan to the project engineer, and maintain an approved copy for your records. Please contact this office to schedule an on -site inspection once all improvements are complete. Please contact me if I may answer any questions regarding this letter. Sincerely, Lu� � . Evan A. Wyatt,�?_ eII cc: Charles W. Orndoff, Sr., Stonewall District Supervisor T. Roy Jennings, Frederick County Real Estate Todd Poff, P.E., Mills, Oliver & Webb, Inc. 107 North Kent Street P.O. Box 601 Winchester, VA 22601 Winchester, VA 22604 • 0 Frederick County Public Schools 1415 Amherst Street Post Office Box 3508 Winchester, Virginia 22604-2546 Telephone: (540) 662-3888 — FAX (540) 722-2788 Administrative Assistant to the Superintendent Mr. Evan Wyatt July 8, 1996 County of Frederick Department of Planing and Development 107 N. Kent Street Winchester, VA 22601 REF: Redbud Run Elementary School -Fencing Dear Evan: In reference to the completion of Redbud Run Elementary School, the school board will be responsible for installing fencing adjacent to the area bordering the north side of the entrance road and around the detention pond located near the service area. The fencing shall be a minimum of six feet in height and shall be installed prior to the opening of the school year. If you should have any questions or concerns, please do not hesitate in contacting me at your earliest convenience. Sincerely, Thomas Sullivan Administrative Assistant to the Superintendent cc: Curtis Walker, FCPS Carlton Ramey, FCPS Phil Pappas, Mills, Oliver & Webb,.Inc. Dave King, The Shockey Companies v` COUNTY OF FREDERICK, VI IA • DEPARTMENT OF INSPECTIO Caller by LKA�AM7-AFF Time Called 3:OD Pd Date Called 6 * r 7 Phone No. (,67 -7-7✓✓b Time Requested !0 `�C' �' Date Requested 7/1 I ��. Received By �da'J 1, . WYA Date of Inspection _ /1 /2i, PERMIT HOLDER NAME _ '5N(xKU,/ -_' `�� - RT. NO. _ Lot No. SEC. No. SUBDIVISION STREET NAME — 13LR&�11I"- DIRECTIONS E, 7 -r2, 110Q6a,. A lit- Ra I-) - BUILDING NO. I1 95 TDizNJ h- 1 ON-U Mue_CA,_� M IL-L\ PLUMBING NO. �nJ ACC�S R�a� 0N) ! =- 1 ELECTRICAL NO. �- A 00f2Clci61l*-'fEIf6` /f M III!= MECHANICAL NO. SIGN NO. ' DISTRICT -p PERMIT FOR: f�Ef)GUD RIN FL_-DJra R-V Type of Inspection Residential IN -,I Commercial Footers _ Setbacks: FIR BK L Slab Draintile Gas Fire -up Water Service Framing Sewer Rough Electric Final Rough Plumbing Rough Mechanical Final Building Groundworks Gas Piping/Test Final Plumbing Other: — Time In: _�1-7&!Temperature = Cut in No Time Out: �� ' 30'"'t Weather 5k)0.30�r Results: Approved Comments: Al Rejected t� R Final Electrical Final Mechanical Site Plan Fire Marshall Spec iallComplaint Signature l i r ZDate _ rl9/. COUNTY OF FREDERICK, VIRG& • DEPARTMENT OF INSPECTIONS Caller IiA4C +r.16r Time Called 2 ' 3O PM Date Called ST�R(p Phone No. r�—� BOO \ ,Time Requested 5 P r" Date Requested _ A �1 P Received By �� A • Date of Inspection PERMIT HOLDER NAME :5R8CKty RT. NO. •7 Lot No. SEC. No. SUBDIVISION STREET NAME ERR`/ V I L-L-E P K L DIRECTIONS 7 To 6*+3 BUILDING NO. -7 5 Tu P, H a Lh" 14«-` lea " PLUMBING NO. RCC t 4 "A-D ftp(laO;c Iyz in + t_C ELECTRICAL NO. 0 rJ (L I MECHANICAL NO. PERMIT FOR: _REndc � 'RutJ ELx-_ SIGN NO. DISTRICT�— cNI-r -1Zy Type of Inspection PAWkle"Ml I NSTiT0T+On�4L_ Commercial Footers Setbacks: FR BK L R Slab Draintile Gas Fire -up Final Electrical Water Service Framing Final Mechanical Sewer Rough Electric Final >// Site Plan Rough Plumbing Rough Mechanical Final Building Fire Marshall Groundworks y/ Gas Piping/Test Final Plumbing Special/Complaint Other: Time In: 101 1 apt Temperature 7cso Cut in No. Time Out: n L L Weather Results:c'A_ pproved FQ T_QV, Rejected O lJh f-Bon L.)ePA rZ K �J G 1. v Comments: N z rn Sra PC ��.i. Pp c►�+ a P�o�+ x Ia�� P SI M PL, r� Aco-t� � �+ram �- d�ru... uQ I IJ S'n'tt.t._ rt__ c Awtj (D M A, AI A C c L:�>S + J t: 11.L.. Cc n1 �� e�w u z� Au _ s tort. a� Aye its ' ° (yt,� r►�.. 5 ,r-C QL'.� �"J u p Signature Date SITE PLAN APPLICATION 1. Project Title: Redbud Run Elementary School 2. Location of Property Route 7, approximately 1 mile east of (street address) Interstate 81 3. Property Owner: Frederick County Public Schools Address: 1415 Amherst Street Winchester,.Virginia 22601 Telephone: (703) 662-3888 4. Applicant/Agent Mills, Oliver & Webb, Inc. Address 200 W. Country Club Drive Plaza I, Building E Blacksburg, Virginia 24060 Telephone: (703) 552-2151 5. Designer: Mills, Oliver & Webb, Inc. Address: 200 W. Country Club Drive Plaza I, Building E, Blacksburg, VA 24060 Telephone: (703) 552-2151 Contact: Todd D. Poff, P.E. 6 • • 6. Is this an original or revised site plan? Original Revised X 7a. Total acreage of parcel to be developed: 26.65 acres 7b. Total acreage of parcel. 128.40 acres 8. Property Information: a) Property Identification Number. b) Current Zoning: RA - Rural Areas c) Present Use: None d) Proposed Use: Public School e) Adjoining Property Use(s) Varies - See Sh. C1 f) Adjoining Property Identification Number(s) See Sh. Cl g) Magisterial District(s) Stonewall 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: COMMONWEALTH of VIRCINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE COMMISSIONER P.O. BOX 278 EDINBURG, VA 22824-0278 Mr. Todd-Poff, P.E. C/O Mills, Oliver 81 Webb 200 Country Club Drive Plaza I, Building E Blacksburg, VA 24060 Dear Todd: April 3, 1996 WILLIAM H. BUSHMAN, P.E. RESIDENT ENGINEER TELE (540) 984-5600 FAX (540) 984-5607 Ref: Red Bud Run Elementary School Route 7 Frederick County Our District Materials Engineer, Mr. D. T. Lee, has reviewed the proposed pavement design changes as outlined in Triad's letter of ]anuary 17, 1996 on the referenced project's site access roadway. Based on the information provided, this proposed change appears under design. We recommend the original pavement design be maintained. If you would like to provide additional data which would support a reduction in the original design, please do so. Please let me know if you have any questions. RBC/rf Enclosure xc: Mr. S. A. Melnikoff t Mr. R. W. Watkins_ Mr. H. E. Strawsnyder Mr. Tom Sullivan Sincerely, Robert B. Childress Trans. Permits 81 Subdivision Specialist Supervisor a� caa TRANSPORTATION FOR THE 21 ST CENTURY FF,011 F1ILLS, OLIUEF., ' WE66 • 01.30.1996 1 r P. 4 P,0. Box 2397 WIMChobtor, VA 22604 . Phone 540-667.9300 PAX 640.667.2280 aanuary 17, 1996 Mr. pog Sullivan, AdministrativO Ass$st'ant ' t-o the Superintondont Frederick county PUb2l C Scheele P.O. ,fox 3508 Winchaste.r, v.irg1n1a 22604 RE: Zat;t®r of Revised Pavement Section Redbud Run F20MOntdry School Frederick county, Virginia Triad Project No. C-750 Dear Mr. sullivan: Based on conversations with Todd Pof.f ojC Hills, olivor 4 Webb, Xna,, it is our understanding that the st1bgrads material for approximately 700 feet Of the access drive, beginning with the ,intersection of State ROut® 7, vjll consist of hard shale bedrock. The original pavement deai.gn utilized a CBR Value of 6.0 percent for the one-sitaa so13 and weathered rock matvx-lals. Due to 0XistIng conditions a rO-evalustion of the pavement soation was r&gU*stod by Mr. ?off. For design purposes, a CBR %ralue of 40 percent was utilized for Che hard ghaje� b6droaklb ao 8i tcant: With our previousypavamant des4gnp traffla data dated the design was May S, 1995. The patvament design was performed ,in ac aordtxnce with thv AASETO GUTDZ FOR DZSYGN OF PAVZMZNT STAR rCTURS51f "986 Version ,used on the results of our pavement dagi n, the following heavy duty flOXfbl• pavement section can be considered for the first 700 foot of aacssm dr1va with subgrade material cons st:.ing of hard shale bedrock. 1.511 Asphaltic conarOtO (VDOT SM- ZA Asphalt) 2.011 Asphaltic concrete (VDOT =M-1A Asphalt) 6.011 Crushed Stone (VDOT 21A A77regat g) Tho remajnIng por't.� ons of the aac055 drri" and heavy duty pavement dregs should ba In &Vcordance with the original racommanded pavOMOnt 500tIcn. Lateral limits of subgrade matarlaz consisting of shale a xrock ,�,�,ic oupriox toerminod placement: of .f qualified ibasa representative from stone. 0 • o'rgdar, ck County Public Schools n: C-75o Lrmnuary 17, 199,6 Page ,? 4 . i� This geotevhniccal anginesring lettar hav been prepared by xried E'n9linoering for the exalusiva use Of the% Fradarick County Public Sahoo,ly and their design teU for specjrta Application to the Rsdbud Run ZZemantary School. Thp work on the proJoct has been carried out in accordance With reasonable and doCaptable engineering praot:ioas. No ether warranty implied, Is erppllcabla to this projact , either written or tact us at ragard,ing$th,ignlet r or if you re 9300 if ,ire additional nalhavnt Y questions 9'u dit�ConaZ in,�ormation, sincerely, a'". KNG7.�ITE,�' O dl yjn e <3 RANDY L. MOUjo� No. 01921�06 Maul ton r&sIden t NAl. S14 cc: Todd Pofff P.zq,� COMMONWEALTH of VIRCjINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE WILLIAM H. BUSHMAN, P.E. COMMISSIONER P.O. BOX 278 RESIDENT ENGINEER EDINBURG, VA 22824-0278 TELE (540) 984-5600 March 29, 1996 FAX (540) 984-5607 Mr. Tom Sullivan, Admin. Ass't. to the Supt. Ref: Red Bud Run Elementary School Frederick Co. Pubiic Schools Routes 7 aL 656 P. O. Box 3508 Frederick County Winchester, VA 22601-2708 Dear Tom: This is to follow-up on recent phone conversations concerning the rock cut slopes on the referenced project, in particular the severity of the grades and the recommendations we have received from our District Geologist for flattening them. As I said, the proposed 1:1 cut slope along the new right turn lane on Route 7 will need to be flattened to a minimum 1 1 /2:1. This will match the existing conditions. As for the rock cut slopes along the access road a 1:1 slope on the east side and 2:1 on the west side will be acceptable as originally designed and approved. However, we ask your soils engineer certify to us in writing the stability of these slopes. In addition, if the School Board or Board of Supervisors requests our addition of this roadway In the future, the resolution requesting the addition will need to guarantee to VDOT the slopes will be flattened by the County to an acceptable grade if failure should ever occur in the future. If you have any questions or would like to discuss the above further, please let me know. Sincerely, 6�� *4. eumA�� Robert B. Childress Trans. Permits U Subdivision Specialist Supervisor RBC/rf xc: Mr. Steven A. Melnikoff Mr. John Riley Mr. Robert W. Watkins Mr. Todd Poff Mr. Mike Carroll TRANSPORTATION FOR THE 21 ST CENTURY 0 •� �• Old" � On COMMONWEALTH of VIRGINIA DAVID R. GEHR COMMISSIONER Mr. Todd Poff, P.E. C/O Mills, Oliver & Webb 200 Country Club Drive Plaza One, Building E Blacksburg, VA 24060 Dear Todd: DEPARTMENT OF TRANSPORTATION 14031 OLD VALLEY PIKE PO BOX 278 EDINBURG.22824.0278 February 6, 1996 WILLIAM H. BUSHMAN, P. E. RESIDENT ENGINEER TEL (540) 984-5600 FAX (540) 984.5607 Ref: Redbud Run Elementary School Route 7 Frederick County We are in receipt of your January 30, 1996 fax concerning a pavement design change on the site access roadway at the referenced project. We have forwarded the information to our District Office for evaluation. As soon as we receive any comments, we will forward them to you. In the meantime, if you have any questions please let me know. RBC/rf xc: Mr. S. A. Melnikoff Mr. R. W. Watkins Mr. Tom Sullivan Sincerely, Robert B. Childress Trans. Permits a Subdivision Specialist Supervisor TRANSPORTATION FOR THE 21 ST CENTURY is 1996 �EZC,��®OPJWEjvr COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION 14031 OLD VALLEY PIKE DAVID R. GEHR PO Box 278 COMMISSIONER EDINBURG. 22824-0278 December 19, 1995 Mr. Michael Carroll, Secretary Buckley-Lages, Inc. F. D. Box 337 Stephenson, VA 22656 Dear Mike: WILLIAM H. BUSHMAN, P. E. RESIDENT ENGINEER TEL (540) 984-5600 FAX (S40) 984-5607 Ref: Redbud Run Elementary Route 7 Frederick County Enclosed are your approved Land Use Permits #855-03240 and #855-03241 to cover the utilities and right-of-way improvements for the referenced project. Please ensure a copy of the approved permit assembly is kept at the job site whenever working within the Route 7 right-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. As discussed at our recent on site meeting, general construction traffic to the site should continue to use the construction entrance on Route 656 north. However, additional temporary construction entrances will need to be constructed at the permanent access road entrance and in the median areas as necessary to prevent the carrying of mud out onto the Route 7 pavement. The location of these temporary construction entrances can be determined during construction. As you know, in order to recover our inspection costs on the project, these permits have been set-up on an account receivable basis. Any charges we incur will be biiied to you monthly. For your information the account receivable number is 0245 8510. Please give Mr. Steve Mehkoff 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 let me know. RB C/rf Enclosures xc: Mr. S. Sincerely, Robert B. Childress, Permit/Subd. Spec. Supv. A. Melnikoff, Mr. W. C. Gochenour, Mr. R W. Watkins, Mr. Tom Sullivan, Mr. Todd Poff TRANSPORTATION FOR THE 21 ST CENTURY COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION 14031 OLD VALLEY PIKE DAVID R. GEHR P.O. BOX 278 WILLIAM H. BUSHMAN, R E. COMMISSIONER EDINBURG, 22824.0278 RESIDENT ENGINEER TELOctober 6, 1995 (540540)984.560 FAX7 FAX 94.5607 Mr. Todd Poff, P.E. Ref: Redbud Run Elementary School C/O Mills, Oliver & Webb, Inc. Routes 7 & 656 200 Country Club Drive Frederick County Blacksburg, VA 24060 Dear Todd: This is to acknowledge receipt of your revised plans dated September 26, 1995 for the above referenced project. The plans appear satisfactory and are approved. Please advise the owner accordingly. I offer the following comments: • A meeting be held by you and/or the owner with the attendance of the contractor, various County agencies and VDOT to review our requirements for work within the Route 7/656 right-of-way, access road right--of--way and bus loop. • 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 prior to inclusion into the Secondary Road System or final completion of permits. 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. These permits will require a basic fee, surety bond coverage, plus the salary & expenses of a State assigned Inspector. The permit will be set up on an account receivable basis to recover our inspection costs. 0 w ,Mr. Todd Poff Ref: Redbud Run Elementary School October 6, 1995 Page Z Any entrances constructed from the access roadways shall meet VDOT minimum standards. This is the owner's responsibility. Any signs to be installed will be in accordance with attachments. We are in receipt of Mr. Tom Malcolm's letter of 09/27/95 agreeing to pay for half the cost of signalization at the access road intersection with Route 7. This cost will also be billed on an account receivable basis. As we have. previously informed you, since we have only recently begun our design of the traffic signal, we may need the owner's contractor to install some empty conduits during construction of the access road to facilitate signal installation later. Also, some additional grading may be required at the intersection to accommodate the signal poles and equipment. Should you need additional information, do not hesitate to call. Sincerely, William H. Bushman Trans. Resident Engineer 6 1 J, 6. A U-� By: Robert B. Childress Hwy. Permits & Subd. Spec. Senior r,rN .r Attachments xc: Mr. T. L. Jackson Mr. S. A. Melnikoff (w/ 2 sets of plans) Mr. R. W. Watkins, Attn: Mr. Evan Wyatt Mr. Tom Sullivan Mr. Mike Carroll 0 Mills, Oliver & Webb, Inc. 200 Country Club Drive, Plaza One, Building G, Blacksburg, VA 24060 Tel: (540) 552-2151 PAX: (540) 951-0219 September 26, 1995 Virginia Department of Transportation 14031 Old Valley Pike P.O. Box 278 Edinburg, Virginia 22824-0278 ATTN: Mr. Robert B. Cliildress Transportation Perinits & Subdivision Specialist Supervisor RE: Site Plan Revisions Redbud Run Elementary School A/E Commission Number 9501 Dear Bob: Robert L. Mills, A.I.A. Robert B. Oliver, P.E. Ambler W. Webb, Jr., P.E. Philip Pappas, A.I.A. Dan G. Rhudy, P.E. We have completed the latest set of revisions to the site plans for the above referenced project in accordance with the review letter received in this office on September 25, 1995. Enclosed please find 4 copies of the revised plans for your approval. The plan revisions directly reflect the items contained in your letter. Please note that, in accordance with comment number 5 regarding closing off the access road after construction is complete, the Owner will be responsible for performing this work as indicated in note 18 on Sheet C 1. Thank you for your assistance in completing the review process with this project. If you need any additional information, please do not hesitate to call. Sincerely, 0aa Todd D. Poff, P. Civil / Structural Engineer Enclosure ti cc: Evan Wyatt, Frederick Co. Planning Tom Sullivan, Frederick Co. Public Schools w Curtis Walker, Frederick Co. Public Schools J\ •L` 501OL012.WPD 4 CORRECTED COPY COMMONWEALTH of ` IRGINIA DEPARTMENT OF TRANSPORTATION DAVID R. GEHR COMMISSIONER Mr. Todd Poff, P.E. C/O Mills, Oliver & Webb, Inc. 200 Country Club Drive Blacksburg, VA 24060 Dear Todd: 14031 OLD VALLEY PIKE PO BOX 278 WILLIAM H. BUSHMAN, P. E. EDINBURG. 22824-0278 RESIDENT ENGINEER TEL (540) 984-5600 FAX (540)984.5607 September 21, 1995 Ref: Redbud Run Elementary School Route 7 Frederick County We have received your revised site plans dated August 17, 1995 for the referenced project. Most of our earlier review comments appear to have been satisfactorily addressed. However, additional comments may be found on the enclosed plans marked in red and as follows: 1.) In the typical section for the Route 7 improvements the proposed shoulders are shown falling toward the new edge of pavement. The shoulders should slope away from the edge of pavement at 7% difference from the pavement cross slope. See our enclosed copy of Standard GS-11. 2.) The proposed width (221 and length (400') of the west bound left turn lane grading to be performed by the School Board's contractor should be so indicated on the plan. In addition a note the grading is to be completed at a rate of 1" per 1' should be included. 3.) Flow arrows for the proposed drainage pattern should be provided in the median east of the median crossover. Also the proposed 610 contour in the east bound lane left ditch should be revised so it is clear runoff from the median (proposed 612 contour) is directedr:intoltheeast bound lane left ditch and not out onto the pavement RT, ' °ditch s`Y o;u.ld be regraded if necessary to provided positive drainage'v TRANSPORTATION FOR THE 21 ST CENTURY Mr. Todd Poff Ref: Redbud Run Elementary School September 21, 1995 Page 2 4.) Note 5 on Sheet C-5 should be revised to include the following: "A portion of the culvert (up to the edge of pavement) may need to be removed so it will not interfere with ditch grading or maintenance of the shoulders." 5.) The methods of or notation of how the construction entrance on Route 656 north is to be blocked after construction should be added to the plan. 6.) If the access road right-of-way from Route 7 is to be added in the future to the Secondary System, then slope maintenance and drainage easements will need to be provided adjacent to the right-of-way. Please revise and resubmit four copies for final approval. Should any changes be deemed necessary, please design them to meet or exceed the above recommendations. If you have any questions, please let me know. Sincerely, William H. Bushman Trans. Resident Engineer By: Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor RBC/rf Enclosures xc: Mr. T. L. Jackson Mr. S. A. Melnikoff Mr. R. W. Watkins Mr. Tom Sullivan Mr. Mike Carroll COMMONWEALTH of 'VIRGINIA DEPARTMENT OF TRANSPORTATION 14031 OLD VALLEY PIKE DAVID R. GEHR P.O. BOX 27B COMMISSIONER EDINBURG, 22824.0278 September 21, 1995 Mr. T odd Poff, F.E. C/O Mills, Oliver & Webb, Inc. 200 Country Club Drive Blacksburg, VA 24060 Dear Todd: f 80 WILLIAM H. BUSHMAN, P. E. RESIDENT ENGINEER TEL(540)984.5600 FAX (540)984.5607 Ref: Redbud Run Elementary School Route 7 Frederick County We have received your revised site plans dated August 17, 1995 for the referenced project. Most of our earlier review comments appear to have been satisfactorily addressed. However, additional comments may be found on the enclosed plans marked in red and as follows: 1.) In the typical section for the Route 7 improvements the proposed shoulders are shown falling toward the new edge of pavement. The shoulders should slope away from the edge of pavement at 7% difference from the pavement cross slope. See our enclosed copy of Standard GS-11. 2.) The proposed widti (22"1 and length (400') of the west bound left turn lane grading to be performed by the School Board's contractor should be so indicated on the plan. In addition a note the grading is to be completed at a rate of 1" per 1" should be included. 3.) Flow arrows for the proposed drainage pattern should be provided in the median east of the median crossover. Also the proposed 610 contour in the east bound lane left ditch should be revised so it is clear runoff from the median (proposed 612 contour) is directed into the east bound lane left ditch and not out onto the pavement. This ditch;should; be regraded if necessary to provided positive drainage. 0(. r_,� TRANSPORTATION FOR THE 21 ST CENTURY Mr. Todd Poff Ref: Redbud Run Elementary School September 21, 1995 Page 2 4.) Note 5 on Sheet C-5 should be revised to include the following: "A portion of the culvert (up to the edge of pavement) may need to be removed so it will not interfere with ditch grading or maintenance of the shoulders." 5.) The methods of Or notation of how the construction entrance on Route 656 north is to be blocked after construction should be added to the plan. 6.) If the access road right-of-way from Route 7 is to be added in the future to the Secondary System, then slope maintenance and drainage easements will need to be provided adjacent to the right-of-way. Please revise and resubmit four copies for final approval. Should any changes be deemed necessary, please design them to meet or exceed the above recommendations. If you have any questions, please let me know. Sincerely, William H. Bushman Trans. Resident Engineer 6Z,1- /�. �-"- 9,-., By: Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor RBC/rf Enclosures xc: Mr. T. L. Jackson Mr. S. A. Melnikoff Mr. R. W. Watkins Mr. Tom Sullivan Mr. Mike Carroll r • • Mills, Oliver & Webb, hie. ,ARCHITECTS ENGINEERS'i 200 Country Club Drive, Plaza One, Building E, Blacksburg, VA 24060 Tel: (703) 552-2151 FAX: (703) 951-0219 August 24, 1995 Virginia Department of Transportation 14031 Old Valley Pike P.O. Box 278 Edinburg, Virginia 22824-0278 ATTN: Mr. Robert B. Childress Transportation Permits & Subdivision Specialist Supervisor RE: Site Plan Revisions Redbud Run Elementa><y School A/E Commission Number 9501 Dear Bob: Robert L. Mills, A.I.A. Robert B. Oliver, P.E. Ambler W. Webb, Jr., P.E. Philip Pappas, A.I.A. Dan G. Rluudy, P.B. We have completed the revisions to the site plans for the above referenced project in accordance with the review comments received from your office on August 15, 1995. Enclosed please find 3 copies of the revised plans for your review and comment. Responses to selected individual comments are listed below. Route 7 3. Entrance will be upgraded. The existing culvert has been verified to be 36" diameter CMP and will remain in place. 5. As you discussed in comment number 6, this culvert will be filled with concrete after the median east of the crossover is regraded to drain into the EBL ditch. 6. Due to the elevations of the existing culvert inverts relative to the grades at the widened crossover, it appears that a DI-7A will not work. Please refer to the enlarged plan of this area on sheet C5. If installed, the top of the structure will be above the elevation of the pavement in the crossover. Also, the area to the east of the culverts which currently drains into the open ends of the culverts, will have to be raised several feet in order for water to enter the top of the new structure. From a drainage standpoint, this new structure would be very awkward r- G� with.�� The area of the requested structure is adjacent to an existing left turn lane. The sliQ�Plderlarl'd guardrail currently are in a location such that only minor grading will be required do complete ':,,`,'t;��;tic CC 50toLo1LWPD C Virginia Department of Transportation Page 2 August 24, 1995 the new turning lane and taper. The grade to the north of the new turning lane will be almost identical to the existing grade in this location. The grade to the west of the widened crossover will be very shallow, approximately 9:1. Considering these grades and the fact that a guardrail will installed to the north of the turning lane and to the west of the crossover, it would not appear that safety issues would justify the installation of this structure. 8. We will coordinate this item with the school board. Access Roadii,av & Bits Loot) 5. Tile new storm sewer system will be located entirely outside the highway department right-of- way with the exception of one drop inlet located very near or on the right-of-way line. Please note, the intention of this design is for VDOT to maintain the new access road only, not the bus loop. Therefore, the storm sewer system will remain unchanged. 7. We have decided to maintain the 36' width to facilitate future turning lanes into the proposed adjacent high school. Maintaining this width will create a situation where only restriping will be required to create the turning lanes with no new pavement required. 9. As we discussed in our recent telephone conversation, cut slopes will range from 1:1 to 3:1 or less. Based on a soils investigation by Triad Engineering, areas along the road where rock is present will be stable at a slope of 1:1 on the north and east sides of the road and at a slope of 2:1 on the west and south sides. A representative of Triad will observe the excavation for the roadway and make recommendations regarding maximum stable cut slope as indicated in note 2, sheet C3. General 2. Please refer to the attached sketch SK 7 to more clearly indicate locations of Typical Asphalt Pavement Types 1 and 2. This sketch was issued along with an addendum and is therefore a part of the construction contract. 4. At the request of the Fire Marshal's office, the construction access road will remain in place after construction as a secondary means of access only. As you are aware, the Frederick County Building Official will not issue a permit for the construction of the building until all site related reviews are completed with all comments addressed. In the interest of maintaining a smooth flow of work, any effort you can make to expedite your review will be deeply appreciated. 50 f DL011.WPD 0 9 Virginia Department of Transportation Page 3 August 24, 1995 Thank you for the assistance you have provided in the design and development of this project. If you have any questions or require any additional information, please do not hesitate to call. Sincerely, CA t- P4- Todd D. Poff, P.E. Civil / Structural Engineer Enclosure cc: Evan Wyatt, Frederick Co. Planning Torn Sullivan, Frederick Co. Public Schools Curtis Walker, Frederick Co. Public Schools 501 DLO 11.WPD Fn-�.J .) COMMONWEALTH of vIRC1NI.A DEPARTMENT OF TRANSPORTATION 14031 OLD VALLEY PIKE DAVID R. GEHR PO BOX 278 WILLIAM H. BUSHMAN, P.E. COMMISSIONER EDINBURG, 22824.0278 RESAENT ENGINEER TELL 1703) 984 5600 FAX J03! 98,15607 Mr. Todd Poff, P.E. C/O Mills, Oliver & Webb, Inc. 200 Country Club Drive Blacksburg, VA 24060 Dear Todd: August 11, 1995 Ref: Redbud Run Elementary School Routes 7 & 656 Frederick County As requested, we have reviewed your site plan dated May, 1995 for the referenced project. Our comments may be found on the enclosed plans marked in red and as follows: Route 7 1.) In addition to the cross sections provided, a typical section of both right and left turn lanes will need to be provided which specifies the proposed pavement designs and shoulder widths, ditch widths and slopes. 2.) A proposed shoulder width will need to be provided for the left turn lane to determine proper guardrail cffset. 3.) The proposed entrance to the sanitary sewer pump station will need to be upgraded to VDOT PE-1 Standards with a pavement design of 8" of Type 21-B Aggregate and 2" Type SM-2A Asphalt Concrete. A minimum 30'x36" C.M.P. asphalt coated drainage culvert with mitered ends will also need to be provided. 4.) The final grade of the median east of the crossover will need to be approved by this office prior to grading being completed. A note indicating such will need to be added to the plan. 5.) Standard EW-11(a) will need to be provided on the ends of the existing crossover pipe as recommended in our earlier review. TRANSPORTATION FOR THE 21 ST CENTURY • Mr. Todd Poff Ref: Redbud Run Elementary School August 11, 1995 Page 2 6.) If the depth is sufficient a Standard DI-7A will need to be installed in the median to join the existing culverts west of the crossover. The crossover pipe will need to be extended and also tied into the DI-7A. It may be possible to eliminate the crossover pipe by grading down the berm in the median east of the crossover and ditching the WBL drainage into the EBL, running the ditch water back to the east. This would drain to a double 42"x29" pipe arch under EBL Route 7 500' east of the crossover. This may be feasible since grading the berm will be necessary anyway to provide the necessary sight distance. This method would eliminate the need for the crossover pipe, pipe extension to the DI-7A, and addition of the EW-I I(a)'s. The existing crossover pipe would need to be removed or filled with concrete. 7.) You should plan on relocating an amount of guardrail equal to the length of the left turn lane plus the taper. In this case the quantity should be approximately 500' in length. 8.) With the additional trip generation data you provided it appears signalization at this new intersection will be required. The Department will agree to fund 50% of the signal if the school board will agree to pay for the remaining 50%. The signal installation will be a part of the school board's land use permit with their share (50%) being paid for on an account receivable basis. VDOT will provide all design, materials and installation and bill the school board accordingly. We may need the school board's contractor to install some empty conduits during construction of the access road entrance to facilitate the installation of the signal at a later date. We have just begun our preliminary design of the signal; some additional grading around the intersection may be necessary to accommodate the signal poles and equipment: A lett,-:�r from the school board agreeing to pay for 50% of the signalization costs on an account receivable basis will be needed prior to issuance of the land use permit. 9.) The crossover will need to be widened to the west approximately 20' by the school board to better accommodate turning maneuvers through the newly signalized intersection. In addition the west bound left turn lane will have to be brought up to standards to provide proper storage for west bound traffic turning onto Route 656 south. The Department will fund the installation of this left turn improvement. However, we ask the school board grade the median in this area down to current shoulder elevation (400' long x 22' wide) in conjunction with your grading and drainage improvements to better facilitate installation of the standard left turn lane in the future. 0 0 Mr. Todd Poff Ref: Redbud Run Elementary School August 11, 1995 Paqe 3 Access Roadway & Bus Loop 1.) The revised alignment, grade and super -elevation appears satisfactory. 2.) All proposed culverts under the access road will need to be a minimum 15" in size type reinforced concrete and Standard ES-1 Flared End Sections provided. 3.) The proposed drainage culvert at Station 19+50 will need to be increased to 15", end sections added, and Standard EC-1 added to the outlet. 4.) An additional culvert will need to be installed at Station 11 +25± to relieve drainage in the right side ditch. 5.) The proposed stormsewer system should be constructed using reinforced concrete pipe and 20' drainage easements provided to enclose this system. 6.) Standard EC-2 ditch lining will be required right and left of Station 10 to 18±. 7.) Our preliminary review indicated the access roadway could be reduced to 24' in width after passing the first entrance. 8.) The typical road cross sections need to be clarified and a pavement design designated. 9.) Cut and fill slopes will need to be a maximum 2: 1. 10.) If the school board desires us to add the access road to the Secondary System, then either a temporary or permanent cul-de-sac will need to be added to its end. General 1.) Additional detail of existing conditions is needed. 2.) Pavement designs for all roads should be clearly shown. Also where do the typical asphalt pavement designs Type I and II on Sheet C-12 apply? 3.) A horizontal scale is not shown on Sheets C-8 and C-11. 4.) The proposed construction access roadway should be designated as temporary. 5.) Other miscellaneous items as marked will need to be addressed. Mr. Todd Poll Ref: Redbud Run Dementary School August 11. 1995 Page 4 Please revise and resubmit three 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, William H. Bushman Trans. Resident Engineer By: Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor RBC/rf Enclosures xc: Mr. T. L. Jackson Mr. J. B. Diamond Mr. S. A. Melnikoff Mr. R. W. Watkins Mr. Tom Sullivan Mr. Mike Carroll 1314151�y�� to � G l ggs ®�0��® c�� j�gEiuE �ti�, 'A j, 1 _.._. 144) COMMONWEALTH of VIRCjINIA DEPARTMENT OF TRANSPORTATION 14031 OLD VALLEY PIKE DAVID R. GEHR P.O. BOX 278 WILLIAM H. BUSHMAN, P.E. COMMISSIONER EDINBURG, 22824-0278 RESIDENT ENGINEER TELE17031984 5600 FAX 17031 984 5607 July 11, 1995 Mr. Michael L. Carroll, Secretary Ref: Redbud Run Elementary School Buckley-Lages, Inc. Frederick County School Board P. O. Box 337 Routes 7 & 656 Stephenson, VA 22656-0337 Frederick County Dear Mike: In accordance with your request of July 7, 1995 you are given permission to install a temporary construction entrance at the reference project. 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. ♦ Minimum 8" depth of VDOT #1 (2-3 inch stone) course aggregate by 30' in width over filter fabric 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. A washrack will also be required. ♦ 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 360 days. If the construction entrance is still needed after the allotted time, an extension may be granted. However, once construction of the elementary school is completed the entrance is to be removed and the Route 656 right-of-way restored. TRANSPORTATION FOR THE 21 ST CENTURY Mr. Michael L. Carroll Ref: Redbud Run Elementary School July 11, 1995 Page 2 ♦ All work is to be completed in accordance with the enclosed Virginia Erosion & Sediment Control Handbook, Specification 3.02. ♦ The entrance is to be installed at the location shown on the site plan prepared by Mills, Oliver, & Webb, Inc. dated May 19, 1995. The entrance is to be located on the west side of Route 656 at approximately 0.22 mile north of Route 7. The embankment and vegetation north of the entrance location must be removed to provide a minmum 350' of sight distance. ♦ I would like to caution you we have yet to approve this project's site plan. 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, William H. Bushman Trans. Resident Engineer (��s a.& -- By: Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor RBC/rf Attachments xc: Mr. R. D. Hawkins Mr. S. A. Melnikoff Mr. R. W. Watkins Mr. H. E. Strawsnyder Mr. Tom Sullivan COMMONWEALTH ®f VIRQINIA DEPARTMENT OF TRANSPORTATION 14031 OLD VALLEY PIKE DAVID R. GEHR PO BOX 278 WILLIAM H. BUSHMAN, P.E. C9YMA1551oNER EDINBURG. 22824 -0278 RESIDENI ENGINEER FELE17031984 5600 June 20, 1995 ax 7031984 5607 Mr. Todd Poff, P.E. Ref: Redbud Run Elementary School C/O Mills, Oliver & Webb, Inc. Routes 7 & 656 200 Country Club Drive Frederick County Blacksburg, VA 24060 Dear Todd: We have received your site plans dated May, 1995 for the referenced project. We have forwarded them to our District Office in Staunton for review. Once we receive any comments we will forward same to you. For your information our review time for a project of this size and nature is approximately sixty days. If you have any questions, please let me know. RBC/rf xc: Mr. T. L. Jackson Mr. S. A. Melnikoff Mr. R. W. Watkins Mr. Tom Sullivan Sincerely, William H. Bushman Trans. Resident Engineer By: Robert B. Childress Trans. Permits & Subdivision Specialist Supervisor TRANSPORTATION FOR THE 21 ST CENTURY FROM MILLS. OLIUER. & WEBB • 10.09.1995 . 46 Request For Site Plan Commonts Frederick County Sanitation Authority �� JUL P. 1 - low t 7 1995 VLLA 41VE" WERE mail to; Hand deliver to: Frederick County Sanitation Authority 199 Front Royal Pike Atten: Engineer Director Winchester, VA P.O. Box 618 (703) 665-5690 Winchester, VA 22604 (703) 665 - 5690 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach JyLo copies of your site plan with this sheet. Applicant's name: Address: Phone number, Todd D. Poff, P.E. Hills, Oliver b Webb, Inc. 200 Country Club Drive Blacksburg, VA 24060 (703) 552-2151 Name of development and/or description of the request: Redbud Run Elementary School Location of development: _ Route 7, approximately 1 1/2 miles east of 1-81 Frederick County Sanitation Authority's Comments: .J PAA An wro* t V y DTX;n /Te /sFr Y s/� 5e& - c I H0 &E!2 5'w — - - rs s'-wolome Vs' J� cliff L �.v� i. 0 0 Request For Site Plan Comments Frederick County Sanitation Authority Mail to: Frederick County Sanitation Authority Atten: Engineer Director P.O. Box 618 Winchester, VA 22604 (703) 665 - 5690 Hand deliver to: 199 Front Royal Pike Winchester, VA (703) 665-5690 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two copies of your site plan with this sheet. Applicant's name: Address: Phone number: Todd D. Poff, P.E. Mills, Oliver & Webb, Inc. 200 Country Club Drive Blacksburg, VA 24060 Name of development and/or description of the request: Redbud Run Elementary School SUN 13 1995 0-1 Location of development: Route 7, approximately 1 1/2 miles east of I-81 Frederick County Sanitation Authority's Comments: / 5T Rk-V1,�W-- 3/ lTFiL1S ^ CD�i�,E'C>" �ti'.ESUl�� /T FROM MILLS, OLIVER, & WEBB 08.23.1995 10s37 P. 1 Mills, Oliver & Webb, Inc. 200 Country Club Drfve, Plaza One, Bullding B, Blacksburg, VA 24060 Tel: (703) 652-2161 PAX: (703) 961-0219 To: Frederick County Inspections AM: John Trenary Fax No.: (540) 678.0682 From: Todd D, Poff, P.E. Project: Redbud Run Elementary School Subject: Site Plan Revisions COMMENTS; Mr. Trenary Date: August 23, I995 Page(s): 3 Comm. No.: 9501 Attached is a copy of the area of the site which contains the handicap parking spaces in question from your last review. As you can see, the spaces have been upgraded to meet current ADA standards. Please let me know if there is any additional information you need. Thanks C�x 6010FOO6 WPO FROM PALLS, OLIVER, & WEBB � 08.23.1995� 37 � P. 2 r FOR\ E x° STA 27+4 , 9 DIRECTIONA4& SIGN c STA 26+1 3 r ,' ,�' / / '°u, Aa Z\ SIGNC�TION 1 / O \ i kp �� 'OG DIREC ,p SIGN / 965.57, T oo sr kp 661 N'� � SIGPr' ATIO dl FL POLE \ f �o SEE CANOPY PLAN, SH A3 , 46' COND UNIT PAD t� / // LOADING DOCK FROM MILLS. OLIVER, & WEBB 0 08.23.1995105:38 P. I e uest For Site plan Comments Dederick County Inspections De�artment P4811 o: Frederick County Inspections Atten: Building Official P.O. Box 601 Winchester, VA 22604 (703) 665 - 5650 a d deliver to: Dept. 107 N. Kent Street Fourth Floor Winchester, VA (703) 665-5650 Please flll out the information as accurately as possible in order to assist the agency with their review, Please attach 2D-9 copy of your site plan with this sheet, Applicant's name, Todd D. Poff, P.B. Mills, Oliver b Webb, Inc. Address: 200 Country Club Drive Blacksburg, VA 24060 Phone number: (703) 552-2151 Name of development and/or description of the request: Redbud Run Elementary School Location of development' Route 7, approximately 1 1/2 miles east of I-81 Inspect) • 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 Atten: County Planner Fourth Floor P.O. Box 601 Winchester, VA Winchester, VA 22604 (703) 665-5651 (703) 665 - 5651 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two copies of your site plan with this sheet. Applicant's name: Todd D. Poff, P.E. Mills, Oliver & Webb, Inc. Address: 200 Country Club Drive Blacksburg, VA 24060 Phone number. (703) 552-2151 Name of development and/or description of the request: Redbud Run Elementary School Location of development: Route 7, approximately 1 1/2 miles east of I-81 Planning and Development's Comments: P Planning and Development use only Data rr.,ceived Date rovi�iorl 1*0ct:ivr;d Date,. reviewed Signature and Date __F Signature and Date (revision incomplete Date re 6- • • -REDBOo Rva E+e#A . S 17,C RAO -R oj, JU,,JZ I3, 1995 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 a roved comment sheets are required from the following review agencies prior to final si a plan approval. It is recommended that applicants contact t e Department of Planning and Development to determine which review agencies are relevant to their site plan application. 11 VVirginia Department of Transportation (VDOT) IFrederick County Sanitation Authority Department of Planning and Development Inspections Department Frederick County Engineer (Public Works) YFrederick County Fire Marshal Department of Parks and Recreation 2. One copy of the Site Plan application County Health Department City of Winchester Town of Stephens City Town of Middletown Airport Authority Soil & Water Conservation District 3. Five Copies of the Final Site Plan for approval (OtvC-E Y00 1i+►-j1C pzr-el V c—D /Its 0%,C RED1 Etj 4. One reproducible copy of the Site Plan (if required) A6e'X)C-Y CO11% 5. A 35mm slide of the Site Plan (if required) V • 0 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 V_ 1. Name of proposed development. Name, address, and phone number of owner. OName, address, and phone number of developer. _V 4. Name, address, and phone number of designer. 5. Certificate of surveyor, engineer, or architect. 6. Date plan prepared and date of revisions. 1A 7. A listing of all conditions placed on the site as a result of a conditional use permit or conditional zoning approval. GA space labeled "Approved by the Zoning Administrator" for the approval signature and date of approval. MIA 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 10. Location map (scale 1:2000) / 11. Magisterial District 12. Scale of site plan (not to exceed 1 50) 13. North Arrow GZoning of site 15 Use, zoning, and Property Identification Number (PIN#) of all adjoining properties. This includes properties located across right-of-ways, streams, and railroad tracks. 16. Surveyed boundaries for all lots and parcels. NEED Ta ENUN-QGE META c' 8ouw0S DeSCX-1 PTtar3 (5 WEV r C 1 • • General Site (con't) y N Building Information Y N 4A Roads Y N W 17. Acreage of all lots included in the plan. V The location and dimensions of all required setbacks and yard 19. 20 21. 22. 23 24. 25. 26. 0 28. 29. 30. areas. The location and type of all dwelling units. Location and description of all recreation facilities. Location of sidewalks and pedestrian ways. Location and area of common open space. The location, height, and dimensions of all signs. Location, height, and specifications of outdoor lighting fixtures. Location and nature of outdoor storage areas. Location of outdoor trash receptacles and dimensions of structure (fencing, etc.) required to enclose receptacles. The height of all buildings and structures. Location of all buildings, structures and uses. The proposed use of each building, structure and area. Ground floor area and total floor area of all buildings with FAR calculations for commercial and industrial zoning districts. I 100%cAVIC GCEQ40G&'fl 2cylz7 2T 4 SL C C' (, C-S Name and number of existing and planned streets on and adjoining the site. Location of existing and planned streets on and adjoining the site. 33. Posted speed limit of existing adjacent roads. 34 Location and dimensions of all proposed entrances from public right-of-ways. Tv BE- Afre-bV D 8y VDipl- 32 hN YO rJ C- Lc A%-u N G M cG•4�J Mir (Za" 35 Location of all entrances on adjoining roads within 200 feet of the proposed or existing entrance. t Dimensions, boundaries, width, pavement, and construction of planned roads. TD 13E p,PPC oV ED Utilities Y N TD 13 E APPao%)'L -> By C—c—art ✓ 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, utility, and drainage easements. 9. Location and nature of fire lanes, fire hydrants, and all other facilities necessary to meet Fire Code requirements. TU 6 E hPP R-ovED 6 �/ F t 2�- M AR-8 Fr+'1'L Parking Y N 40. Calculations describing the required number of parking and loading spaces. 41. Location and im ns�pn of all per in 'ndolo ding spaces, vT TY Z driveways, parking aisles, curbing and other features to be used. t Location and dimension of all disabled parking spaces and ramps. Ta IBC A*P"IJE-T�- Natural Features Y N 43. Existing and finished contour lines. �I 44. Location of teep sloe Lood—I:an:dSfloodplains, wetlands sinkholes, and other environmental features. V 45. Location of streams and drainage ways Landscaping Y N 46. Landscaping plan describing location and types of plants to be used. 47. Location of required buffers and screening with cross sections or profiles. Erosion and Sediment Control Y N E 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 I and methods to be used to minimize erosion and sedimentation during development To as: W(LaVE'p By CWO-I Y 6 i 12 • • Frederick County Public Schools 1415 Amherst Street Post Office Box 3508 Winchester, Virginia 22604-2546 Telephone: (540) 662-3888 — FAX (540) 722-2788 Administrative Assistant to the Superintendent Mr. Evan Wyatt September 11, 1995 Department of Planning and Development P. O. Box 601 Winchester, Va. 22604 Dear Evan: As a hart of the construction of Redbud Run Elementary School, we have proposed the installation of 105 vehicular parking spaces to serve the new facility. Following a thorough examination of parking requirements at other county elementary schools, we feel confident the proposed 105 parking spaces for Redbud Run Elementary School would be more than adequate to meet our current and future needs. The number of parking spaces proposed for the school site is sufficient for staff members and visitors during the regular school day. In addition, we have reviewed the attendance data which we have experienced at other schools sites as a result of special events, such as, concerts, plays, and various meetings held throughout the school year. We would expect total attendance at these events to range between 300 and 400. The number of parking spaces proposed for Redbud Run Elementary School is adequate for the attendance we anticipate for these types of events. If you should have any questions or concerns in regards to this matter, please do not hesitate to contact me at your earliest convenience. Sincerely, Thomas Sullivan Administrative Assistant to the Superintendent cc: Phil Pappas, MOW 0 �J August 1, 1995 Mills, Oliver & Webb, Inc. Attn: Todd D. Poff, P.E. 200 Country Club Drive Plaza One, Building E Blacksburg, Virginia 24060 RE: Redbud Run Elementary School Site Development Plan Dear Todd: COUNTY of FREDERICK Department of Planning and Development 703/665-5651 FAX 703/ 678-0682 The purpose of this letter is to expand upon our telephone conversation of July 31, 1995. The essence of our conversation was to discuss outstanding issues associated with the above referenced project. At this time, we are awaiting review agency comments from the Virginia Department of Transportation and the Health Department, as well as final approvals from the Building Official and the Fire Marshal. I have attempted to contact each review agency to verify their status on this project; however, I have only been able to leave messages to return my call at this time. Once I discuss these issues with each department, I will advise you as to the most efficient method to expedite final site plan approval. Enclosed is a copy of my review sheet for this project. I completed my review and approval of your revisions on July 7, 1995; however, I failed to provide you with a copy for your records. It is my understanding that the final version of this site plan will address the need for an additional disabled parking space with appropriate striping. Therefore, I will not need to review this plan again. I would appreciate a copy of the parking study and related information that was provided to you by the School Board. This information will adequately address comment number 17 in my letter of June 13, 1995. Please contact me if you have any questions regarding this letter. I will be in contact with you soon. Sincerely, Evan A. Y W att, P user II EAW/enclosure cc: Tom Sullivan, Administrative Assistant 107 North Kent Street P.O. Box 601 Winchester, VA 22601 Winchester, VA 22604 COUNTY of FREDERICK Department of Planning and Development 703/665-5651 FAX 703; 678-0682 MEMORANDUM TO: Site Plan Review Agencies FROM: Evan A. Wyatt, Planner II RE: Redbud Run Elementary School Site Plan DATE: July 10, 1995 I attended a preconstruction meeting at the School Board Office last week to review issues associated with the above referenced project. The Frederick County Board of Supervisors has approved this project, and expects the new school to be fully operational for the 1996 school year. With this in mind, I believe that it is important to determine the best way to complete our review of this site plan for final approval. I would suggest a review meeting that is similar to our Technical Review Committee meeting. All review agencies have been provided with the plans necessary to complete a preliminary review. Therefore, we could schedule a date that would enable the project engineer to meet with all review agencies and demonstrate that all required revisions have been incorporated onto the final site plan. This would enable Frederick County to expedite final approval of this site plan and issue all required permits. Please contact me as soon as possible to advise me if this idea is acceptable. If so, I will contact all review agencies to determine a suitable meeting date. cc: Board of Supervisors 107 North Kent Street Winchester, VA 22601 P.O. Box 601 Winchester, VA 22604 0 Ll June 13, 1995 Mills, Oliver & Webb, Inc. Attn: Philip Pappas 200 Country Club Drive Plaza One, Building E Blacksburg, Virginia 24060 COUNTY of FREDERICK Department of Planning and Development 703/665-5651 FAX 703/ 678-0682 RE: Preliminary Site Plan Review of Redbud Run Elementary School Dear Mr. Pappas: I have had an opportunity to review the above referenced site plan received by our department on June 1, 1995. The following comments need to be incorporated onto the final version of this site plan: 1) Please provide the name, address, and telephone number of the property owner. 2) Please provide the name, address, and telephone number of the developer. 3) Please provide a signature and date block that reads Approved by the Zoning Administrator. 4) Please provide the Magisterial District for this site (Stonewall Magisterial District). 5) Please provide the zoning classification of this site (RA - Rural Areas). 6) Please provide the use, zoning, and property identification numbers for all adjoining properties, including those across Berryville Pike. 7) Please enlarge the metes and bounds description for the perimeter survey. The current information provided on Sheet C-1 is not legible. 8) Please provide the acreage for this property, including the amount of acreage that is proposed to be developed under this phase. 9) Please provide the required setback information, and the distance that the proposed structure will be setback from all property lines. 10) Please provide the location, height, and dimension for all proposed signs to be placed on site 11) Your site plan indicates that there will be a dumpster pad located on the north side of the building. Please insure that this area is completely enclosed with a latched gate. 12) Please provide the height of all structures that will be placed on this site. 13) Please provide the name and route number for Greenwood Road on Sheets C-1 and C-5. 14) Please provide the posted speed limit for Berryville Pike. 15) Please provide the location of all existing entrances that are within 200 feet of the proposed construction entrance that is located along Morgan Mill Road. 16) Please provide the location and width of all drainage or utility easements that are located on or adjacent to this site. 107 North Kent Street P.O. Box 601 Winchester, VA 22601 Winchester, VA 22604 0 PJ Page -2- Pappas Letter June 13, 1995 17) Please provide calculations that describe the required amount of regular and disabled parking spaces, as well as the number of regular and disabled parking spaces that are provided. 18) The details on Sheet C-12 indicate an Asphalt Pavement Type 1 and an Asphalt Pavement Type 2. Please provide the location of these types on Sheet C-2. It appears that the parking lot and the two 50' x 100' courts are the same type and the access road is another type. 19) Please describe what Areas A-H are on Sheet C-1. 20) Please indicate the acreage of steep slope on this site (15% or greater), as well as the acreage that is proposed to be disturbed during construction. 21) Please label the stream as intermittent instead of waters of the U.S. 22) Please provide the location and type of all plantings that are proposed for this site. 23) It appears that some of the parking lot will contain curb and gutter. Please describe the type to be used. 24) The site plan indicates recreational areas that will include two asphalt courts, a soccer field, and a softball field. Will there be a playground area for the elementary school? Also, there is no indication that a fence will be provided along the south side of the softball and soccer fields. This area contains slopes that are 25 % or greater and a drainage Swale. It also appears that the softball field will face directly into the sun during the morning. Please provide our department with the appropriate site plan review fee, the site plan application page, and all review agency comments. The review agencies include the Virginia Department of Transportation, the Frederick County Sanitation Authority, the Frederick County Building Official, the Frederick County Engineer, the Frederick County Fire Marshal, and the Frederick County Parks and Recreation Department. Our department will proceed with administrative approval of this site plan once this information has been received. Please contact me if I may answer any questions regarding this site plan. Sincerely, Evan A. Wyatt Planner II EAW enclosure cc: Tom Sullivan, Administrative Assistant COUNTY of FREDERICK Department of Planning and Development 703/665-5651 FAX 703/ 678-0682 June 13, 1995 Mills, Oliver & Webb, Inc. Attn: Philip Pappas 200 Country Club Drive Plaza One, Building E Blacksburg, Virginia 24060 RE: Preliminary Site Plan Review of Redbud Run Elementary School Dear Mr. Pappas: I have had an opportunity to review the above referenced site plan received by our department on June 1, 1995. The following comments need to be incorporated onto the final version of this site plan: /L) Please provide the name, address, and telephone number of the property owner. Please provide the name, address, and telephone number of the developer. Please provide a signature and date block that reads Approved by the Zoning Administrator. XPlease provide the Magisterial District for this site (Stonewall Magisterial District). Please provide the zoning classification of this site (RA - Rural Areas). �6) Please provide the use, zoning, and property identification numbers for all adjoining properties, including those across Berryville Pike. f1) Please enlarge the metes and bounds description for the perimeter survey. The current information provided on Sheet C-1 is not legible. v18) Please provide the acreage for this property, including the amount of acreage that is proposed to be developed under this phase. V/9) Please provide the required setback information, and the distance that the proposed structure will be setback from all property lines. ✓ 10) Please provide the location, height, and dimension for all proposed signs to be placed on site 11 Your site plan indicates that there will be a dumpster pad located on the north side of the building. Please insure that this area is completely enclosed with a latched gate. �L) Please provide the height of all structures that will be placed on this site. %3) Please provide the name and route number for Greenwood Road on Sheets C-1 and C-5. J/4) Please provide the posted speed limit for Berryville Pike. ✓15) Please provide the location of all existing entrances that are within 200 feet of the proposed construction entrance that is located along Morgan Mill Road. ✓16) Please provide the location and width of all drainage or utility easements that are located on or adjacent to this site. 107 North Kent Street P.O. Box 601 Winchester, VA 22601 Winchester, VA 22604 0 Page -2- Pappas Letter June 13, 1995 w i u- werD Cof y O F PAO-jO m c, S-IU rly ( Please provide calculations that describe the required amount of regular and disabled parking spaces, as well as the number of regular and disabled parking spaces that are provided. ✓18) The details on Sheet C-12 indicate an Asphalt Pavement Type 1 and an Asphalt Pavement Type 2. Please provide the location of these types on Sheet C-2. It appears that the parking lot and the two 50' x 100' courts are the same type and the access road is � another type. 7✓1) Please describe what Areas A-H are on Sheet C-1. 0) Please indicate the acreage of steep slope on this site (15 % or greater), as well as the acreage that is proposed to be disturbed during construction. ✓21) Please label the stream as intermittent instead of waters of the U.S. sk Please provide the location and type of all plantings that are proposed for this site. 3) It appears that some of the parking lot will contain curb and gutter. Please describe the type to be used. ,J4) The site plan indicates recreational areas that will include two asphalt courts, a soccer field, and a softball field. Will there be a playground area for the elementary school? Also, there is no indication that a fence will be provided along the south side of the softball and soccer fields. This area contains slopes that are 25 % or greater and a drainage swale. It also appears that the softball field will face directly into the sun during the morning. Please provide our department with the appropriate site plan review fee, the site plan application page, and all review agency comments. The review agencies include the Virginia Department of Transportation, the Frederick County Sanitation Authority, the Frederick County Building Official, the Frederick County Engineer, the Frederick County Fire Marshal, and the Frederick County Parks and Recreation Department. Our department will proceed with administrative approval of this site plan once this information has been received. Please contact me if I may answer any questions regarding this site plan. Sincerely, Lri_� a - I \ - Evan A. Wyatt Planner II EAW enclosure cc: Tom Sullivan, Administrative Assistant 0 0 Inc. Robert L.. Mills, A.I.A. Mills, Oliver & Webb, InRobert B. Oliver, P.E. Ambler W. Webb, Jr., P.E. 200 Country Club Drive, Plaza One, Building E, Blacksburg, VA 24060 Philip Pappas, AIA. Tel: (703) 552-2151 FAX: (703) 951-0219 Dan G. Rhudy, P.E. June 27, 1995 County of Frederick Department of Planning and Development 107 North Kent Street Winchester, Virginia 22601 ATTN: Mr. Evaii A. Wyatt Planner H \� d RE: Site Plan Revisions Redbud Run Elemental School A/E Commission Number 9501 c Dear Mr. Wyatt: We have revised the site plans for the above referenced project in accordance with your review continents dated June 13, 1995. Please find enclosed, (1) copy of the revised site plans and the site plan application page for your review. The review fee will be paid by the Frederick County Public Schools. Please note that these plans have also been revised based on comments received from the Frederick County Sanitation Authority. We have the following responses to your comments: 1. 2. 3. 4. 5. 6. 7. s. 9. 10 11 12. 13. Will do. Will do. Will do. Will do. Will do. Will do. Will do. Will do. Will do. The location of each sign has been indicated on the site plans. Details of sign construction are included in Specification Section 10430 - Exterior Signs. A copy of this Section is attached. Per your discussions with Phil Pappas regarding enclosures of dumpsters, since none of the other schools in the county which we have designed recently have dumpster enclosures, we are not indicating an enclosure at this facility. Due to the location of the dumpster, it would appear that an enclosure would be in the way and create more of a problem than a benefit. Also, we are planning to landscape this area fairly heavily to hide not only the dumpster but also the remainder of the loading dock area from view when in the parking area. Will do. Will do. 501 DL005.WPD County of Frederick Page 2 June 27, 1995 14. Will do. 15. There are no existing entrances within 200 feet of the construction entrance. 16. Existing overhead utility easements are added to Sheet Cl. 17. Parking spaces are provided based on information received from Frederick County Public Schools which reflects past and recent usage of parking areas at similar facilities. 18. Your description of the pavement areas is correct. Unfortunately, when the drawings were printed, the hatch patterns did not stand out the way they should have. This situation has been clarified by Sketch SK 7 which was included in an addendum to the contract. A copy of this sketch has been included with this letter. 19. These areas are delineated wetland areas. The legend has been modified to reflect this. 20. Will do. 21. "Intermittent stream" has been added as an additional label. "Waters of the U.S." is the appropriate term in accordance with the wetlands delineation. 22. Landscaping will be done by an allowance of $40,000. Landscaping plans have not been developed. 23. The parking areas will contain some VDOT CG-2 curb (no gutter). The detail for the curb is on Sheet C12. 24. The playground area will be located in the open area southwest of the new building. Labels have been added to clarify. Fencing, like landscaping, will be provided by allowance and field located by the Owner. Provisions will be made to provide fencing along the edges of the soccer and softball fields. The softball field has been re -oriented to face due East in accordance with recommendations from the NCAA which are contained in the Architectural Graphic Standards handbook. Attached are review comment sheets fi•om the Frederick County Sanitation Authority, the Department of Parks and Recreation and the City of Winchester. The remainder of the review agencies you listed in your letter- were sent plans at the same time yours were sent. We will forward any additional comments when we receive them. Thank you for your prompt attention to this project. As I am sure you are aware, the construction schedule for this project is very tight. The contract is expected to be awarded on June 29 with construction starting very soon after. Any effort you can make to expedite the review and approval of these plans will be appreciated. If you have any questions, please do not hesitate to call. Sincerely, C��Lv �-P Todd D. Poff, P.E. Civil / Structural Engineer Enclosure cc: Tom Sullivan, Frederick County Public Schools 501DL005.WPD 0 Request For Site Plan Cornments _Frederick County Engineering Department Mail to: Frederick County Engineering Dept. Atten: Director of Engineering P.O. Box 601 Winchester, VA 22604 (703) 665 - 5643 Hand deliver to: 107 N. Kent Street Fourth Floor Winchester, VA (703) 665-5643 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two copies of your site plan with this sheet. Applicant's name: Address: Todd D. Poff, P.E. Mills, Oliver & Webb, Inc. 200 Country Club Drive Blacksburg, VA 24060 Phone number: (703) 552-2151 Name of development and/or description of the request: Redbud Run Elementary School Location of development: Route 7, approximately 1 1/2 miles east of I-81 Engineering Department's Comments: T ke Qe,.iSP,,01 Si v%-. /d a kd 7%1/j qS aa 1, 4j a�QcY� SSeS DER ce,, .a.�`o • soh Scq l Lk)-? Ae co I, - ek k a pPl2a� 0 7` �-L S- b "i e -I SJ•,� (0 (6 COUNTY OF FrREDE=:C%, VIRGINI FIRE MARSHAL ' S OFF IC= LAND DEVELOPMENT COMMENTS Control No. 0601 C)52485 Data Rec a i ved 8-24-95 Daze Rev i ewec 8-25-95 Applicant Name Mills, Oliver, and Webb, Inc. Address 90n rnimtrV Miih Dr_ Plaza 1 Bldg E Rlackchiirg, Va. 24060 Project Name Red Bud Run Elementary Phone No. 703-552-2151 Type a Application SitP Plan Revision Current Zening 1st Due Fire Co. is 1st Due Rescue Co. 18 Election District Stonewall RECOMMENDATIONS Automatic Sprinkler System _XX_ Residential Spri=.kler System Automatic Fire Alarm System Ottier Emergency Vehicle Ac=ess; Acecuate_ Inadequate Net Identiried Fire Lanes Require:; Yes XX No Comments: Rcadway/Aisleway Widths; Adaquata X_ Inadecuaza No: Ident:'ied Special Hazards Notec; Yes Nc y)( Comments: y per.. ik/9 - Cc n ruec - Hydrant Lacat:�ns; Adequate x— Inadequate Siamese Connection Location; Aporoved -X— Not Approved Additional Comments: Review Time 1.)_ Douglas A. Kiracofe Fire Marshal Not Identi-Fied Not IcentiFied Request For Site Plan Comments Frederick County Department of Parks and Recreation Mail to: Hand deliver to: Frederick County Dept. of Parks and Recreation 107 N. Kent Street Atten: Director of Parks and Recreation Second Floor P.O. Box 601- IN v Winchester, VA Winchester, VA 22604 (703) 665-5678 (703) 665 - 5678 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach one copy of your site plan with this sheet. Applicant's name: Todd D. Poff, P.B. Mills, Oliver & Webb, Inc. Address: 200 Country Club Drive Blacksburg, VA 24060 Phone number: (703) 552-2151 Name of development and/or description of the request: Redbud Run Elementary School Location of development: Route 7, approximately 1 1/2 miles east of I-81 Parks and Recreation Dept.'s Comments: I would recommend that Mills, Oliver & Webb review the sun orientation as it relates to the softball/ baseball field. This department has no further comments regarding this site plan. Request For Site Plan CommJUN 5 1995ents - City of Winchester Mail to: Winchester Planning Dept. Atten: Planning Director 15 N. Cameron Street Winchester, VA 22601 (703) 667-1815 ,0# OLIVER & Hand deliver t6: 15 N. Cameron Street Rouss City Hall Winchester, VA (703) 667-1815 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach one copy of your site plan with this sheet. Applicant's name: Todd D. Poff, P.R. Mills, Oliver & Webb, Inc. Address: 200 Country Club Drive Blacksburg, VA 24060 Phone number: (703) 552-2151 Name of development and/or description of the request: Redbud Run Elementary School Location of development: Route 7, approximately 1 1/2 miles east of I-81 City of Winchester's Comments: //%ftr A)/X/ A �, �„ �,✓r��✓ S Oliveri Webb, ARCHITECTS ENGINEER 200 Country Club Drive Plaza One, Building E Blacksburg, VA 24060 Tel: (703) 552-2151 FAX: (703) 951-0219 We are sending you: ® Attached ❑ Via: The following items: ® Prints ❑ Specifications Frederick County Planning Department 107 North Kent Street P.O. Box 601 Winchester, Virginia 22604 ❑ Copy of Letter ❑ Change Order ❑ :::............:::::::::..::::...:::::::::::...::..:.::..:::.:::::: 5 Site Plans These items are transmitted: ® For approval ❑ For your use ® As requested ❑ For review and comment ❑ Remarks: Copy to: Tom Sullivan, Curtis Walker, FCPS Signed: od -P6 0-- Todd D. Pa If enclosures are not as noted, please notify its at once. 501 DT012.WPD 0 • ! 0 i SPECIAL,TIES DIVISION 10 SECTION 10430 - EXTERIOR SIGNS PART 1 - GENERAL A. CONDITIONS: 1. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification sections, apply to work of this section. B. DESCRIPTION OF WORK: 1. The work to be performed under this section of the specifications comprises the furnishing of all labor and materials and the completion of all work of this section as shown on the drawings and/or herein specified. 2. In general, the work included under this section consists of, but is not limited to, the following: a. This Section includes the following types of signs: (1) Exterior facility identification and directional information signs. (2) Exterior fire lane signs. C. RELATED WORK: 1. In general, the following related work is included in other sections of the specifications: a. Section 10425, INTERIOR SIGNS AND BUILDING PLAQUE. D. SUBMITTALS: 1. General: Submit the following in accordance with Conditions of the Contract and Division 1 specification sections. 2. Shop Drawings: Provide shop drawings for fabrication and erection of signs. Include plan, elevations, and large-scale sections of typical members and other components. Show anchors, grounds, reinforcement, accessories, layout, and installation details. a. Provide message list for each sign required, including large-scale details of wording and layout of lettering. 10430-1 9501 • • e SPECIALTIES DIVISION 10 3. Product Data: Include manufacturer's construction details relative to materials, dimensions of individual components, profiles. 4. Samples: Provide the following samples of each sign component for initial selection of color, pattern and surface texture as required and for verification of compliance with requirements attached. a. Bronze plaque finish. b. Exterior sign enamel finish. C. Silk screen lettering. E. QUALITY ASSURANCE: 1. Single -Source Responsibility: For each separate type of sign required, obtain signs from one source from a single manufacturer. PART 2 - PRODUCTS A. ACCEPTABLE MANUFACTURERS: 1. Manufacturers: Subject to compliance with requirements, provide products of one of the following: a. Manufacturers of Exterior Signs: (1) Andco Industries Corp. (Standard of Quality). (2) ASI Sign Systems, Inc. (3) Architectural Graphics, Inc. (4) Best Manufacturing Sign Systems. B. FACILITY IDENTIFICATION AND DIRECTIONAL INFORMATION SIGNS: 1. Post/Panel Series No. PP77, (Andco Industries) non -illuminated, single faced, 24" high x 144" long panel size. 2. Panels:.090" aluminum. 10430-2 9501 0 0 SPECIALTIES DIVISION 10 3. Graphic Application: a. Type B-1 (screen printed). b. Type Style: Helvetica medium - 8" upper case letters, lower case as required. C. Copy: Redbud Run Elementary School (upper and lower case). 4. Finish: Type A-10 Matthews acrylic polyurethane. C. DIRECTIONAL INFORMATION SIGNS: 1. Same construction as above. 2. Panel Size: 24" high x 48" long. 3. Type Style: Helvetica medium - 4" upper case letters (lower case as required) and 5" arrows. 4. Copy Reads (Upper and Lower Case): a. 4 Buses Only b. 4 Parking C. 4 Service d. Do Not Enter D. FIRE LANE SIGNS: 1. Provide 22 - 12" x 18" metal signs each on a 4" x 4" x 10'-0" long treated wood post. Each sign shall read "FIRE LANE" (all uppercase letters) in red letters with a white background. Height shall be 7'-0" from finished grade to bottom of sign. PART 3 - EXECUTION A. INSTALLATION: 1. General: Locate sign units and accessories where indicated, using mounting methods of the type described and in compliance with the manufacturer's instructions. 9501 0 0 SPECIALTIES DIVISION 10 a. Install signs level, plumb, and at the height indicated, with sign surfaces free from distortion or other defects in appearance. b. Locate fire lane signs at each side of fire lanes, at intervals not to exceed 100 feet. B. CLEANING AND PROTECTION: 1. At completion of the installation, clean soiled sign surfaces in accordance with the manufacturer's instructions. Protect units from damage until acceptance by the Owner. END OF SECTION 10430-4 9501 SK Mills, Oliver & Webb, Inc. Designed TDP REDBUD RUN ELEMENTARY Comm.No. 9501 200 Country Club Drive, Plaza One, Building E, Blacksburg, VA 24080 Date 22 JUN 95 Tel: (703) 552-2151 FAX: (703) 951-0219 FREDERICK COUNTY VIRGINIA