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16-99 Orchard View Elementary School - Back Creek - Backfile
a r NOTES Date: 4 File opened I/ Reference Manual updated/number assigned ,✓ D-base updated File given to Renee' to update Application Action Summary CLOSE OUT FILE: g 3Iq Approval (or denial) letter mailed to applicant/copy made for file File stamped "approved", "denied" or "withdrawn" Reference Manual updated D-base updated -3 -9 1 File given to Renee' for final update to Application Action Summary (p k--- U:\Caro1\Conunon\G GNERIC.TRK Revised I VJ98 El 1 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. — U K - -7/14 49 ✓ Virginia Department of Transportation (VDOT) -OK- 5 j24199-� -ow'- 5110191-� -OK- 7115 li ✓ - 0 K - a1419q ✓ —OK- 61al °I Z 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 SEPT-id- —OK- L 11'" YCounty Health Department WELL -oK - 7/2( 'M 4. One reproducible copy of the Site Plan (if required) 5. A 35mm slide of the Site Plan (if required) City of Winchester Town of Stephens City Town of Middletown Airport Authority Soil & Water Conservation District r U N J Oliver, Webb, Pa !AW 1200 Countn, Club Drive Blacksburg, Virginia 24060 k 5V: (540) 951-0219 RECEIVED APR 2 2 1999 DEPT, OF PLANNING/DEVELOPMENT We are sending The following � Rhudy, Inc. Plaza One Building E "1R. (540) 552-2151 e-111aiL o,,vpr@svrva.net IN Attached ❑ Via: ❑ Prints ❑ Specifications ❑ Copy of Letter ❑ Change Order ® Addendum :.cca►s...........t�a .............................................................................................. ................ucs ::::.::::::.::::::::::::::::::::::.:::.:::::::::::::::.:::::::::::::::::::::::::::::::..:.............................................................:...:..::..::.:::::.:.:::::::.:::::::::.::.:::.:::: XXXX 2 Addendum #1 These items are transmitted: Remarks: Copy to: 9865A043.WPD ❑ For approval ® For your use ❑ As requested ❑ For revie Signed: O If enclosures are not as noted, please notify us at RZ ADDENDUM NUMBER 1 Back Creek Elementary School Frederick County, VA State Project No. 34-37A A/E Commission No. 9865 April 20, 1999 Oliver, Webb, Pappas & Rhudy, Inc. Architects/Engineers Blacksburg, Virginia The following additions, deletions, and/or changes shall be incorporated into the drawings and specifications and shall become a part of the Contract Documents. SPECIFICATIONS: Section 00003 - TABLE OF CONTENTS Under DIVISION 1 - GENERAL REQUIREMENTS - Add the following: "01030 - ALTERNATES" Section 00300 - FORM OF PROPOSAL Page 1 of Section 00300 has been revised. Remove and replace 00300-1 as attached. Section 01030 -ALTERNATES Add the attached section to the Specifications. Section 01500 - TEMPORARY FACILITIES Paragraph 3.3, C. - Change to read as follows: "C. "Provide insulated, weathertight, temporary office of sufficient size to accomodate a work area for the Clerk -of -the -Works and a conference area that will accomodate up to 14 people. Provide a desk, chair and file cabinet for the Clerk -of -the -Works and a conference table and chairs to seat 14. Keep the office clean and orderly for efficient use." Section 02110 - SITE CLEARING Paragraph 3.1 - Revise to read as follows: "3.1 SITE CLEARING WITHIN THE DEDICATED DRAINFIELD EASEMENT A. Clear all of the existing trees in the dedicated drainfield easement. The limits of existing trees are generally shown on the plans. Cut all trees at the ground line. Do not remove tree roots. Utilize rubber -tired equipment only to remove trees from the construction area. B. Earthwork in the drainfield area shall be limited to trench excavation only. Do not disturb any ground within the drainfield area other than the area required to install piping, valves, and electrical appurtenances. Use only rubber -tired equipment to perform excavation operations." Back Creek Elementary School Frederick County, VA State Project No. 34-37A Addendum Number 1 April20, 1999 N .A 2. Paragraph 3.2, A. 1. - Revise to read as follows: "A. General: 1. Remove all trees, shrubs, grass and other vegetation within the site; remove improvements or obstructions as required to permit installation of new construction. Remove such items elsewhere on site or premises as specifically indicated, 'Removal" includes digging out and off -site disposing of stumps and roots." 3. Paragraph 3.2, A.2. - Delete in its entirety. Section 02270 - EROSION CONTROL 1. Add Erosion & Sediment Control Narrative as attached. Section 07410 - MANUFACTURED ROOF, FASCIA, SOFFIT, CEILING AND WALL PANELS 1. Paragraph 2.5, F. - Delete this paragraph and replace with the following: "F. Snow Guards: Provide molded polycarbonate polymer snow and ice guards as manufactured by Sno-Gem. Color shall be clear or integrally color as selected." 2. Add the following Paragraph 3.4: "3.4 SNOW GUARD INSTALLATION A. Apply to surface of metal roof panels with liquid adhesive as recommended by the snow guard manufacturer. B. Locate snow guards where indicated." 3. Renumber Paragraph "3.4 CLEANING AND PROTECTING" to "3.5 CLEANING AND PROTECTING'. Section 07530 - EPDM SINGLE -PLY MEMBRANE ROOFING 1. Paragraph 2.1, A.1.c. - Delete "Versico, Inc." 2. Paragraph 2.2, A. - Add the following: "5. Provide .060 non -reinforced EPDM, fully adhered, at Gym roof only." Section 08710 - HARDWARE 1. Paragraph 2.4, E. - Delete in its entirety. 2. Paragraph 2.4 - Add the following: "E. Keys and Permanent Cores: Keys and permanent cores shall be shipped to Larry Rickard (Frederick County). Do not cut keys; ship blank." Back Creek Elementary School Addendum Number 1 Frederick County, VA April 20, 1999 State Project No. 34-37A 2 i, 3. Hardware Set HW-01A - Make the following changes: Delete "1 ea Card Reader/Keypad BAS-2020W Insert "1 ea Reader MiniProx Proximity Reader-5365 4. Hardware Set HW-04 - Replace with the following: "H W-04 Each opening shall have: HE Beige HID" 6 ea Hinge BB1191 4.5 x 4.5 NRP 630 HA 2 ea F Bolt 555 626 RO 1 ea Lockset 93K7D 14D 626 BE 1 ea Closer 1430-PED (Active Leaf) 689 SA 2 ea Kick .050 10 x 1"LDW (Active Leaf) 630 RO 2 ea F Stop 483 628 RO 1 ea Threshold 425 628 NG 2 ea Sweep C627A 628 NG 1 ea Astragal 139SP 600 NG 1 set Seal 110NA Head and Jambs 628 NG" 5. Hardware Set HW-28 - Make the following changes: Delete "Each opening shall have:" and replace with "Provide the following system components:" Add the following item to the set: "50 ea Keyfob ProxKey II Proximity Access Keyfob-1346 HID" Add the following note: "Additional Note: The software package, warranty information, service agreement, and the Keyfobs shall be provided directly to Frederick County Public Schools, Mr. Larry Rickard." 6. Add the following Hardware Set: "HW-29 Doors 198 and 199 shall have: 2 ea Hinge 780-112-HD 628 HA 2 ea F Bolt 555 626 RO 1 ea Lockset 93K7D 14D 626 BE 1 ea Closer 350-P9 (Active Leaf) 689 SA 1 ea Kick .050 10 x 1"LDW (Active Leaf) 630 RO 2 ea OH Stop/Holder 4400 Series 626 AB 1 ea Threshold 425 628 NG 2 ea Sweep C627A 628 NG 1 ea Astragal 139SP (Outside of Active Leaf) 600 NG 1 set Seal - A626A Head & Jambs 628 NG" Back Creek Elementary School Frederick County, VA State Project No. 34-37A 3 Addendum Number 1 April20, 1999 0 A Section 09640 - WOOD FLOORING SYSTEMS 1. Paragraph 2.2, A.4. -Delete "Clear White Pine: Rear portion of Stage as indicated." Section 09651 - RESILIENT TILE FLOORING 1. Paragraph 3.5, FA.b. - Delete "Feature Tile (Accent) 12" x 12", premium Excelon solid color - Price Group II." Section 10350 - FLAGPOLES 1. Paragraph 2.2, A.1.a. -Change "two" to "one". Section 11400 - FOOD SERVICE EQUIPMENT Paragraph 3.7 SCHEDULE OF EQUIPMENT ITEM 2 DUNNAGE RACK (Page 10) 1. Paragraph A. - Delete "aluminum -coated" and replace with "Gold Bond". 2. Paragraph A.2. - Delete "aluminum -coated finish" and replace with "Gold Bond series". 3. Paragraph B. - Delete "UNITED STEEL" and "CART -ALL" as approved vendors. Add "HODGES" as an approved vendor. ITEM 3 SHELVING (Page 10) 1. Paragraph A. - Delete "aluminum -coated" and replace with "Gold Bond". 2. Paragraph A.2. - Delete in its entirety and replace with "Gold Bond series". ITEM 5 SHELVING (Page 10 & 11) 1. Paragraph A. - Delete "galvanized -coated" and replace with "Gold Bond". 2. Paragraph A.2. - Delete in its entirety and replace with "Gold Bond series". ITEM 13 MIXER (Page 12) 1. Paragraph B. - Delete "BERKEL" as an approved vendor. ITEM 16 UTILITY CART (Page 13) 1. Paragraph B. - Change "MODEL 979-2" to "MODEL 495-2" ITEM 22 FRYER W/FILTER AND DUMP STATION (Page 14) 1. Paragraph B. - Delete "GARLAND" as an approved vendor and add "PITCO (SHREVEPORT, LA)" and "FRYMASTER (CONCORD, NH)" as approved vendors. Back Creek Elementary School Addendum Number 9 Frederick County, VA April 20, 9999 State Project No. 34-37A 4 C ITEM 25 BRAISING PAN (Page 15) 1. Paragraph B. - Delete "GROEN, (JACKSON, MS)" as an approved vendor. ITEM 30 COMBI-STEAMER (Page 16) 1. Paragraph A.4. - Delete in its entirety and replace with "Standard controls.". 2. Add Paragraph A.7. as follows: 7. Provide stand with pan guides." 3. Paragraph B. -Delete "(JACKSON, MS)" and replace with "(BURLINGTON, VT), MODEL COS-6". ITEM 55 MILK CABINET (Page 22) 1. Paragraph A.3. - Delete in its entirety and replace with "Stainless steel finish.". ITEM 56 HOT FOOD COUNTER (Page 22 & 23) 1. Paragraph A.9. - Add the following sentence: "Top of sneeze guard to be 8" above the work surface of the counter." Section 15625 - BOILERS AND ACCESSORIES 1. Paragraph 2.1, A.4. -In the third sentence, change "rear outlet" to "top outlet". 2. Paragraph 2.1, A.8.a. -Change "Gordon-Piatt, Inc. Model R10.1-GO-03" to "Power Flame C2-GO-206". Section 15763 - AIR HANDLING UNITS 1. Paragraph 2.2, P. - Change paragraph to read as follows: "P. Water cooled plate type heat exchanger (for closed loop systems not open to the atmosphere) shall be plate heat exchanger with 304 stainless steel plates copper brazed designed for refrigeration applications with high efficient heat transfer surface. Water circuit shall be supplied with self -aligning union fittings for easy connection. The internal water circuit of the unit shall be designed for constant water flow. The entire assembly shall be hydrogen brazed into a single piece assembly and leak tested 600 psig. Fouling factor shall not be less than 0.0025. Optional drain kit required if installed in areas below freezing temperature." Section 15770 - UNITARY AIR CONDITIONING EQUIPMENT 1. Paragraph 2.1, F.2. -Change "95°F HWT, to 85OF CWT" to "90°F HWT, to 80OF CWT". 2. Paragraph 2.1, F.10. - Change to read as follows: "10. Substitution: a. Fiberglass and/or stainless steel wetted surface only. b. Four steps of fan control must be provided. Back Creek Elementary School Frederick County, VA State Project No. 34-37A 5 Addendum Number 1 April20, 1999 c. Provide structure, including foundation, as required to provide discharge at 22 feet above finish floor. d. Provide access ladder, access platforms, safety grates, etc., as required to reach control center, motors, nozzles, etc. e. Ozone Water Treatment Center in lieu of Cooling Tower Water Treatment Center as specified in Specification Section 15705. The Ozone Water Treatment Center shall be by Zentox, or equal. The Contractor shall be responsible to install the system in accordance with manufacturer's requirements." DRAWINGS: Sheet C1 1. Change "site features" on legend to read "fence line". 2. Under Dimensional Layout notes, in Note #4 remove "4 inch wide". 3. Under Erosion Control Notes, the third line of Note #5 should read: "DAYS AFTER GRADING." 4. Under Parking Space Calculations, the third line of the first paragraph should be corrected to read: "GYMNASIUM (SCHOOL HAS SEATING IN NEITHER)." 5. Revise site boundary lines and total site area according to attached Sketch SK 7. Sheet C2 1. Revise pavement striping in parking lot as shown on Sketch SK 1. 2. The height of the fence around the detention pond shall be 6-0". Sheet C3 1. Revise Sheet C3 according to Sketches SK 5 and SK 6. Sheet C4 1. On the Erosion Control Legend, the last description line should be revised from "Tree Protection" to "Temporary Sediment Basin". 2. On the 1"=40' Site Grading Plan, remove the "804.00" spot elevation set in the corner of the building near the mechanical equipment pad. The correct spot elevation is provided in the 1"=10' "Loading Dock Area Inset" on this sheet. Sheet C6 1. Revise "Sediment Basin Riser Detail" and "Trash Rack Detail" according to Sketch SK 2. 2. Revise Storm Drain Profiles E-D and I-D as shown on Sketches SK 3 and SK 4 Back Creek Elementary School Addendum Number I Frederick County, VA April 20, 1999 State Project No. 34-37A 6 i Sheet ST1 1. Add the following Note #10 to the General Notes: "10. CONSTRUCTION INSPECTIONS a. Schedule periodic inspections with the Engineer as listed above for approval of materials and methods for the installation of all components associated with the septic system." Sheet ST2 1. Revise SETTLING TANK NO. 2 detail according to Sketch SK 8. Sheet ST3 1. Revise TYPICAL TRENCH BEDDING DETAIL according to Sketch SK 9. 2. Revise VALVE VAULT-DRAINFIELD DISTRIBUTION detail according to Sketch SK 10. Sheet ST6 1. Revise the second sentence of General Note #7 to read as follows: "Refer to Sh S6 for CMU Reinforcing Notes." 2. Provide prefinished split -face and smooth finish CMU at all exposed masonry in lieu of standard split -face and smooth face CMU at all exposed masonry. The prefinished CMU shall include an integral water repellant within the block. The manufacturer shall be by Dillon & Co., (color: smoke 2-02), or approved equal. Sheet A4 1. Enlarged Plan 'R' should reference Sheet A14, in lieu of Sheet Al2 indicated. Sheet A9 1. Omit window type 'C'. Sheet A10 1. In the Finish Schedule, change "Ceramic Tile Floor (item #5)" to "Seamless Floor (item #5)". Sheet A16 1. Provide 2 x 2, type'B', SATC at Lobby 102 in lieu of 2 x 4, type'C', SATC indicated. Sheet A21 1. Display case detail 5 refers to the two display cases at Art 182 only. Back Creek Elementary School Addendum Number 1 Frederick County, VA April 20, 1999 State Project No. 34-37A 7 Sheet FS1 (Food Service Equipment Schedules) Item 2 1. In "Remarks" column, delete "Aluminum" and replace with "Gold Bond". Item 3 1. In "Remarks" column, delete "Aluminum" and replace with "Gold Bond". Item 5 1. In "Remarks" column, delete "Galvanized" and replace with "Gold Bond". Item 56 1. In "Remarks" column, delete "9" high serving shelf w/lights" and replace with "8" high serving shelf w/lights". Sheet M4 1. Provide DDC Room Sensor in Room 124 and alarm operator if room temperature rises above 850F db (adjustable). Sheet M6 1. Detail A - Provide a 2 1/2" gate valve at each outlet of the three way mixing valve. 2. Detail B - Provide a 1/2" drain valve on 1" make-up water line to cooling tower. Locate 1/2" drain line outdoors. Sheet M7 1. Pump Schedule (Pump 134) - Change HP from "1/4" to "1/3". 2. Pump Schedule (Pump 134) - Change Gordon-Piatt model from "CP36S" to "LDM-36". 3. Control Diagrams/Water System - Provide DDC start/stop (DO) for cooling water treatment center. 4. Control Diagrams -Provide DDC start/stop (DO) for water heater (Typ of 2). END OF ADDENDUM NUMBER 1 Attachments to Addendum No. 1: Specification Page 00300-1 Specification Section 01030 Erosion & Sediment Control Narrative Sketches SK 1 thru SK 10 Back Creek Elementary School Addendum Number 1 Frederick County, VA April 20, 1999 State Project No. 34-37A 8 Or FORM OF PROPOSAL - 00300 BACK CREEK ELEMENTARY SCHOOL FREDERICK COUNTY, VIRGINIA STATE PROJECT NO. 34-37A Dr. William C. Dean Division Superintendent Frederick County School Board 1415 Amherst Street P. O. Box 3508 Winchester, Virginia 22601 Pursuant to and in accordance with your "Invitation to Bid" and "Instructions to Bidders" relating thereto, the undersigned agrees to furnish all labor and materials and to perform all work necessary for construction of Back Creek Elementary School, Frederick County, Virginia, in accordance with the contract documents (drawings, specifications and addenda) as prepared by Oliver, Webb, Pappas & Rhudy, Inc., Architects and Engineers, dated March 26, 1999, for the lump sum price of: Dollars ($ ALTERNATE BID ITEMS (See Section 01030 - ALTERNATES): Alternate No.1 - Provide finish grading for Athletic Fields using laser grading, ADD $_ UNIT PRICES The bidder shall submit unit prices in the following schedule for all items listed below. The following unit prices shall be used in determining additions to or deductions from the contract when authorized changes in the work are directed. They shall apply when such changes involve materials, specifications, methods, and designs the same as those required in similar work and/or specified. Unit prices shall include the furnishing of all labor and materials, complete in place, and overhead and profit, unless otherwise noted. Addition Deduction A. 4-Inch Thick Concrete Walk $ $ per sq. yd. B. Fritztile $ $ per sq. ft. C. Seamless Floor System $ $ per sq. ft. D. Vinyl Composition Tile $ $ per sq. ft. E. Rubber Base $ $ per lin. ft. F. Concrete Curb $ $ per lin. ft. G. Concrete Curb and Gutter $ $ per lin. ft. H. Unsuitable Material $ per cu. yd. FORM OF PROPOSAL 00300-1 ti:. BACK CREEK ELEMENTARY SCHOOL SECTION 01030 ALTERNATES PART 1 - GENERAL 1.1 CONDITIONS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification sections, apply to work of this section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements governing Alternates. 1.3 DEFINITIONS A. Definition: An alternate is an amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to or deducted from the Base Bid amount if the Owner decides to accept a corresponding change in either the amount of construction to be completed, or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. 1. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate the Alternate into the Work. No other adjustments are made to the Contract Sum. 1.4 PROCEDURES A. Coordination: Modify or adjust affected adjacent Work as necessary to completely and fully integrate that Work into the Project. 1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not mentioned as part of the Alternate. B. Notification: Immediately following the award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate whether alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates. C. Execute accepted alternates under the same conditions as other Work of this Contract. D. Schedule: A "Schedule of Alternates" is included at the end of this Section. Specification Sections referenced in the Schedule contain requirements for materials necessary to achieve the Work described under each alternate. PART 2-PRODUCTS Not used. ALTERNATES 01030-1 '4 • • BACK CREEK ELEMENTARY SCHOOL PART 3 - EXECUTION 3.1 SCHEDULE OF ALTERNATES A. Alternate No. 1: Provide finish grading for Athletic Fields according to the following laser grading specifications: Athletic Fields The field shall be graded on the specified slope to a general tolerance of 1/4" total deviation when measured from one end of the specified plane to the other, or from side to side or said plane. If desired by the Client and agreed to by the Contractor, the plane may be graded to a tolerance of 1/4" when measured from side to side or end to end. The client is responsible for his own checking/certification. Equipment: The grading equipment shall have a minimum of six wheels on three axles and shall consist of a machine in the general shape of a dual laser grade range mode, and the laser pickup shall operate the blade elevation controls automatically once they are locked on the laser beam. Each of the two laser pickups shall operate only one end of the grader blade, respectively. The laser source shall be capable of accuracy to three decimal places of a percent, i.e., 1.234% of grade and shall be capable of operating either in the positive or negative angle configuration without physically moving the laser source head. END OF SECTION ALTERNATES 01030-2 9865 EROSION & SEDIMENT CONTROL NARRATIVE BACK CREEK ELEMENTARY SCIIOOL Comm. # 9865 PREPARED FOR: FREDERICK COUNTY PUBLIC SCHOOLS FREDERICK COUNTY, VIRGINIA PREPARED BY: OLIVER, WEBB, PAPPAS & RIIUDY, INC. ARCIiITECTS / ENGINEERS BLACKSBURG, VA APRIL 6,1999 PROJECT DESCRIPTION The purpose of this project is the construction of the new Back Creek Elementary School in the Back Creek Magisterial District of Frederick County, Virginia. The project will consist of the construction of new entrances, driveways, parking, loading dock, play fields and the one story, brick elementary school building. At the request of the Virginia Department of Transportation, work in the Right of Way will include expanding Secondary Route 628 (Middle Road) to include both left and right turn lanes in front of the school. The school site is located on the south side of Middle Road to the southwest of Winchester, Virginia. The disturbed site area will consist of approximately 35.9 acres. ExISTING SITE CONDITIONS The site is located in Frederick County, Virginia and is currently occupied by apple orchards and one gravel road through the site. The site slopes toward the north, with a swale developing through the middle; the site elevations range from a low of El. 790 to a high of El. 840 feet. The location of the new building and parking is currently occupied by sloped, residual crop areas. The entire site area is 37.03 acres. ADJACENT PROPERTY The site of the new school building is on existing agriculture / orchard land. The property is bordered on the north by Secondary Route 628 - Middle Road. The adjacent property on all sides is zoned RA and in orchard and/or agriculture use. OFF -SITE AREAS Any areas disturbed off -site for the purpose of obtaining borrow material or wasting excess fill material, including areas on site outside the limits of grading shown on the plans, shall be controlled by an approved Erosion Control Plan prepared by the Contractor. The plan shall follow applicable criteria in the Virginia Erosion and Sediment Control Handbook, Third Edition, 1992. These areas shall not be disturbed until approval of the plan has been obtained. SOILS According to the subsurface investigation by Triad Engineering, Winchester, VA, the soils found on site generally consist of topsoil underlain by residual soils and weathered rock. Residual soils were described as clayey silts and silty clays with various amounts of sand and rock fragments. The site is underlain by the Conococheague Formation. This underlying carbonate bedrock is moderately solution prone and characterized by karst terrain. In fifteen test borings, rock was encountered at 1.5 to 18 feet below grade, and in two borings to 20 feet below grade no rock was encountered. t. EROSION AND SEDIMENT CONTROL MEASURES All vegetative and structural erosion and sediment control practices will be constructed and maintained according to standards and specifications of the Virginia Erosion and Sediment Control Handbook (1992). Structural Practices 1. Silt Fences - 3.05 Silt fences are to be placed at all locations of concentrated runoff as shown on the drawings and as determined by appropriate officials during site investigations. They will also be placed around the base of any soil stockpiles. 2. Temporary Construction Entrance - 3.02 Temporary construction entrance will be constructed at the entrance in the site as shown on the site plans. Equipment operators will use this area to clean or rinse their vehicles and control the tracking of mud, rocks, or other debris on the existing roads. 3. Inlet Protection - 3.07 All storm sewer inlets will be protected in accordance with the details shown on the drawings. This protection will filter out any sediment which would otherwise be washed into the storm sewer system and possibly transported off -site. 4. Culvert Inlet Protection - 3.08 A sediment filter shall be located at the inlet to storm sewer culverts to prevent sediment from entering, accumulating in and being transferred by the culvert. All culvert inlets shall be protected in accordance with the details on the drawings. 5. Temporary Diversion Dike - 3.09 Temporary diversion dikes will be constructed in accordance with the standards and specifications shown in the Virginia Erosion and Sediment Control Handbook where shown on the plans. The temporary diversion along the front of the property will divert sediment -laden runoff from disturbed areas to a temporary sediment basin. Other temporary diversions shown on the plans will serve to divert overland flow around the disturbed area so as to minimize the stormwater runoff flowing across the disturbed area. 11 6. Temporary Sediment Basin - 3.14 One temporary sediment basin will be constructed on the site. This basin will consist of a short section of pipe welded to a riser, and a steel plate which will be bolted and sealed to the headwall of a permanent culvert as detailed on sheet C6 of the plans. Once the construction area is stabilized, the riser, pipe and steel plate will be unbolted from the headwall and removed from the site. A steel orifice plate of the size shown on the plans, and with an orifice of size shown on the plans will then be bolted to the same headwall so that this basin will serve as the stormwater management facility for the site. Vegetative Practices 1. Permanent Seeding - 3.32 As individual areas on site which are not to be covered with pavement, buildings, or concrete are brought to final grade, they should be spread with topsoil and receive permanent seeding in accordance with Specification Section 02900 as soon as possible in order to establish a good stand of grass by the end of construction. 2. Temporary Seeding - 3.31 Temporary seeding shall be applied to areas which have been denuded but are not yet at final grade. Refer to Erosion Control Notes, Sheet Cl of the drawings, for time constraints. Temporary seeding shall consist of the following: Species Rate Dates Annual Ryegrass 601bs. per acre 3/1-4/30 + 8/15-11/1 German Millet 50 lbs. per acre 5/1-8/15 Management Strategies 1. Construction will be sequenced so that grading operations can begin and end as quickly as possible. 2. Sediment trapping measures such as silt fencing shall be installed as a first step in grading. 3. Before any major grading shall begin, the temporary diversion dike shall be installed and stabilized to divert runoff away from areas to be graded and divert sediment laden runoff toward the temporary sediment basin. The temporary culvert shown on the plans shall be installed under the construction entrance so as to maintain the flow along the diversion dike at the front of the property. 4. Construction should be sequenced so that grading for the sediment / detention basin can be completed and stabilized before the majority of the grading begins. 5. Permanent seeding or other stabilization will follow immediately after grading. 6. Construction will be phased to minimize the amount of disturbed area at any given time. STORMWATER MANAGEMENT On -site and off -site runoff exit the site through the existing four (4) 24"CMP culverts flowing northward under Middle Road. Three (3) new 24"CMPs (P - M) will be installed along the ROW in order to pass the off -site runoff undetained. From endwall M, the off -site runoff will flow in the ditch on the downstream side of the detention basin embankment to the four (4) 24"CMPs. On -site runoff shall be collected in ditches, gutters, inlets and storm drains and directed into the stormwater detention basin. The detention basin has been oversized to compensate for any undetained impervious runoff areas, so that the postdeveloped runoff peak at the four (4) 24"CMPs from the two and ten year storms shall be less than the predeveloped runoff peak at the four (4) 24"CMPs from the two and ten year storms, respectively. Outlet structures for the basin are a steel plate with an orifice cut into it bolted and sealed to a headwall as the principle outlet, a VDOT DI-7 grate inlet as the secondary outlet, and a 100 foot long, grassed emergency spillway to pass the 100 year storm without overtopping the embankment. MAINTENANCE In general, all erosion and sediment control measures will be checked weekly and after each significant rainfall. The following items will be checked in particular: 1. Silt fences will be checked to see that their structural integrity is maintained, there is no runoff being diverted around the fence, and there is not an excessive amount of sediment buildup behind the fence. 2. All seeded areas will be checked regularly to see that a good stand is maintained. Areas will be fertilized and reseeded as needed. 3. Contractor shall adhere to all instructions given by inspectors or local officials. Long term maintenance of the stormwater management facility will be provided by the Owner. CG— I ` S 6 0 Gt` FLAG POLE Co BLDG CORNER I I STA 21+93.07 288.62' RT HC SIGN TYP CENTERED ON EACH SPACE 1 FT. FROM BACK OF WALK —j--24'- kA u STA 24+32.37 i 157.26' RT I 6 00 I 6 100 I REVISED PAVEMENT STRIPING 60 YD x 120 YD 1' = 40' SK , Oliver, Ifebb, Pappas & Rhudy, Inc. Designed TMK BACK CREEK ELEMENTARY SCHOOL Co1�.No. 9865 200 Country Club Orbs Plum One Bulldln� E 1 ��� 24M •„ b (( 593151 FREDERICK COUNTY VIRGINIA Date 19 APR 99 01999 OLIVER, WEBB, PAPPAS L RHUDY, INC. r 6,0' MIN ORTEX DEVICE TAIL THIS SHEET VDOT DI-7— W/ TYPE I GRATE TOP = 794,75 FENCE POS 5,0' 1,0' 3 (MAX) 2 (MAX) i 1 3 (MAX) 1 ANTI —SEEP COLLAF S SEE DETAIL THIS 3HEET P B 20,25' — 24'RCP @ 1,00% 18,87' — 30'RCP @ 1,0 30'X48' — 1/4' STEEL PLATE WELDED TO CMP BOLT AND PROVIDE WATERTIGHT SEAL AT ENDW ALL FACE PROVIDE 24' DIA HOLE IN PLATE, CENTERED ON HEADWALL OPENING POND CLEANOUT ELEVATION ON RISER SUCH THAT WHEN SEDIMENT REACHES THIS LEVER, THE POND SHALL BE DREDGED TO ITS ORIGINAL TALL RISER AS INDICATED FOR USE IN TEMPORARY SEDIMENT POND, UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OVE RISER, 5' OF CMP AND STEEL PLATE ON FACE OF HEADWALL AND GRADE TO DRAIN IN ACCORDANCE WITH SITS GRADING N BOLT AND SEAL STEAL ORIFICE PLATE WITH TRASH RACK TO FACE OF HEADWALL AS DETAILED ON THIS SHEET, SEDIMENT BASIN RISER DETAIL NO SCALE /-1/4' THICK STEEL PLATE (30'X48') / BOLTED AND SEALED TO HEADWALL 4 4 , . • • 1,-6, • 4 4 a 4. d 4 r ` TACK 'WELD r TO•, SI-EEL' ' 8' d. RIFICEI i PLAt-E `(T P • • .p '` ° a 0 4 4 04 d. ' e BOTTOM OF, .A4 �.. B'Af T4 REST •'. '. • INN CONVETE • 4 p o, \—VD❑T EW-1 4 A A.. 2d a A• • yd . 4• BOTTOM OF 4' a BAR TO REST ON CONCRETE N❑TESi 1, TRASH RACK SHALL BE CONSTRUCTED OF MINIMUM 1/4' GALVANIZED STEEL BARS, 2, TRASH RACK SHALL BE TACK WELDED TO THE 1/4' STEEL PLATE WHICH SHALL BE BOLTED AND SEALED TO THE HEADWALL, THE BOTTOM OF THE TRASH RACK SHALL REST ON THE BASE OF THE HEADWALL, 3, TRASH RACK SHALL HAVE 2' CLEAR SPACE BETWEEN STEEL BARS BOTH HORIZONTALLY AND VERTICALLY. 4, CONTRACTOR MAY SUBSTITUTE A COMPARABLE DESIGN AS APPROVED BY THE ENGINEER. TRASH RACK DETAIL NO SCALE REVISED DETAILS TACK WELD TFRLA STEEL TE (TYP) SK ` Oliver,'Webb, Pappas & Rhudy, C. BACK CREEK ELEMENTARY SCHOOL TMK Commed 9865 200 Co=tr7 Club Drtn Plana One Balldln� E 2 �b , � 24060 Tell (640) aaa "' FREDERICK COUNTY VIRGINIA Date 19 APR 99 lw "a 951•-mi9 a-m.u, owprowwmnot m 1999 OLIVER, VEDH, PAPPAS 6 RHUDY, INC, 1 � W � Q o 820 r*�LD II A�~i W W A >= 810 FINISHED GRADE _ X STING GRADE--\ D—@-0,9 800 z 790 H Q A W. o W '1 0 z II 780 cu � .. �� z 400,00 770 E G 820 ¢ 0Co ry o co W AH W F- w I- w EXISTING GRADE LJ A Li A CL 810 E-D-GR4D 800 158134r=1&B-2-0,�1% 200,81' - 12'SD @ 0,51% 790 0 0o 00 In co 0) V. 780 ►— I I- 770 157,34 204,81 01999 OLIVER, WEDD, PAPPAS 6 RHUDY, INC. 91365SK031.1.00 TMK APR 19 26A nn D >E W o 0 3¢ o 0 rL3 11 W W W W >� EXISTING GRA — w L3 93 ^ Ea z z 1Y 1Y Z CDv v ¢ A ¢ A .. �. �o 0 o Ii W. c6 Lo n t\ C� CN 0 l' l W II II II : Z . Z 11 II >> > > 0 z(4 0 Z(� »> REVISED HORIZ, SCALE: 1'=40' STORM DRAIN VERT, SCALE: PROFILE 1'=10' SK Oliver, 'Webb, Pappas Country Club Drin tk(xUbu` 2 o 951-=19 & Rhudy, Inc. Plam On* Bnildin� E Tal (ago) 5u-2161FREDERICK .-=am .t BACK CREEK COUNTY ELM ELEMENTARY SCHOOL VIRGINIA Designed TMK COyn-No. 9865 Date 19 APR 99 4[kP200 W WW7 U"YLK, MLDn, rnrrn> 6 RhWJT, ins. 9865SK041=1,00 TMK APR 19 W nn 1 8'-0"0x18'-0" LONG 71 6" TANK (N.I.C) TANK SADDLE FABRICATE FROM Y8" W12x26 T5x5x Y8 (TYP) L3x3x-6 BRACING BETWEEN COLUMNS (TYP BOTH DIRECTIONS) TS6x6x�/4 COL (TYP) x TYP BASE R�/2x12x12 W/ Z,6 (4)-Y4"0 ANC BOLTS FDN: 2'-0"x8'-6" W/ #5@10 EW FIN GRADE CD SECTION @ TANK SUPPORTS _%"=1'-0" NOTE: PROVIDE 3 SUPPORTS FOR TANK. SK Oliver, Webb, Pappas & Rhudy, Inc. Designed GFe 200 Country Club Drive rdillao"urg.Virginia 24060 Fax: 640 im-0219 Plaza One BuIIdin� 9 Tel: (640) 662-2151 e-mail: Anna.net BACK CREEK ELEMENTARY SCHOOL FREDERICK COUNTY VIRGINIA Comm.No. 9865 Date 19 APR 99 5 EXISTING WELL TO BE ABANDONED ACCORDING TO ` VIRGINIA DEPARTMENT OF HEALTH; ` CONTACT KARL EVANS WITH VDH FOR PROPER ABANDONMENT PROCEDURES (540) ' 722-3480 REMOVE EXISTING ABOVE GROUND — TANK AND ALL APPURTENANCES INCLUDING PIERS, CONC. SLAB, AND SMALL SHED; WATERLINE FROM EXISTING WELL (400'f TO EAST) TO BE ABANDONED IN THE GROUND hY REVISED PLANS REG 1 " = 40' I 11\IJI ILL/ VI\lIVL PLUMBING SCHEMATIC F NO SCALE 44 EXISTING WELL CAP i �k r IN9TAL,L NEW WL—•- WITH 3'-0" MIN. J � / COV�R PROVIDE 2 PVC CON UIT (WITH 2 —0 MIN. COVER) / WITH PULL WIRE FOR' FUTURE ELECTRICAL WIRIN9 NEW ABOVE GROUND T9NK� /, SEE NOTES AND DETAILS Ot v r r SKETCHES SK5 AID SK6 r THIS -WORK. REGARDING T r � r ABOVE GROUND TANK BACKFLOW PREVENTER FLOAT VALVE TYP, TANK SUPPORTS (SEE SKETCH SK5) FLOAT VALVE: PROVIDE WATTS BRONZE FLOAT VALVE SERIES 1000 1" SIZE WITH 8"DIA PLASTIC FLOAT. BACKFLOW PREVENTER: PROVIDE WATTS SERIES 909 REDUCED PRESSURE ZONE BACKFLOW PREVENTER, 1" SIZE. NOTES: 1. OWNER SHALL PROVIDE 8'DIA x 18' LONG USED GAS TANK FOR USE AS WATER TANK. 2. WORK PERFORMED ON OWNER FURNISHED TANK WHICH PREVIOUSLY CONTAINED GASOLJNE SHALL BE PERFORMED BY EMPLOYING PRECAUTIONARY MEASURES AS OUTLINED BY AMERICAN PETROLEUM INSTITUTE (API) RECOMMENDATIONS. SK Oliver, Ifebb, Pappas & Rhudy, Inc. Designed TM+K 6 20o Country Clue Drfn Plan One Bundint ! BACK CREEK ELEMENTARY SCHOOL Comm.No. 9865 Rr�inia 24060 Tel: (UO) cat-21a1 FREDERICK COUNTY VIRGINIA Date 20 APR 99 0rats coo tai-O210 a —mail et 011999 OUVER, WEBB, PAPPAS k RHUDY, INC. REVISED TOTAL SITE A = 37.35 AC N 69'55'02" E 1279.56 FT DEDICATED DRAINRELD C A c-r*k I^C.IT REVISED SITE BOUNDARY ,° = zaa' SKrati Oliver, Ifebb, Pappas & Rhudy, Inc. Designed T1dK 7 too Country aub Drfv* Pk" on. E,malas : BACK CREEK ELEMENTARY SCHOOL Co�.No. 9865 nil. 24M TaL. (a4o) =22151 FREDERICK COUNTY MANIA Date 19 APR 99 ltu 640 "I-ot19 a, -mails *t QJ I999 01IVFR WFRR. PAPPAS k RHIJOY. INC `r PLAN 32' X 32' CONC. RISER WTTH 24' X 24' ALUMINUM HATCH TOP ELEVATION - 802.00 BACKFILL TO 4' BELOW MH TOF i= 6' THICK TO 7. IFT, 8' X 36' FLOW PORT ................ + 4' THICK CONCRETE BAFFLE WALL m 9--4 1/4- THICK BOTTOM :1 {c r.� is r :'r r. ` .. .. +... r �'r.._ ...%•J ,•Y ` • r.1• •. r3: SECTION SETTLING TANK N0, 2 NOT TO SCALE' • � rn cn a . a 0 Z' N 0 0 a z C 5 0 — TO PUMP CHAMBER NO, 1 Q F— Z Lij 5000 PSI REINFORCED CONCRETE uj w 2' X 32' CONC. RISER WITH Y C X 24' ALUMINUM HATCH W >P ELEVATION - 802.00 • WATERTIGHT B00T(TYP) 4'i SCH 40 PVC(TYP) INV. ELEV. - 794.94 .t LLJ U � Z Y 8 Q V 8 a TREIT EFB-28 FILTER OR EQUAL Fri oi w 3!• N � • a'G7 I Cd .,1 W6' CRUSHED STONE COMPACTED SUBGRADE i P-4 rII � a �1 tltl P 0 N 901 t ORIGINAL GROUND BACKFILL FILTER CLOTH TERRATEX NO. 2 OR EQUAL 2. OF 1/2--3/4- ABOVE PIPE 1-1/4- DISTRIBUTION PIPE 8- OF 1/2- 1/2--3/4- BEDDING UNDISTURBED GROUND TYPICAL TRENCH BEDDING DETAIL NOT TO SCALE ALL DISTRIBUTION PIPE IS SCH 40 PVC UNLESS OTHERWISE NOTED. PROVIDE GRADE BOARDS AT 10' ON CENTER ALONG LENGTH OF LATERALS. THIS DETAIL APPLIES TO DISTRIBUTION LATERALS IN THE SUBSURFACE ABSORPTION FIELDS ONLY. SK H-F= Oliver, Webb, Pappas & Rhudy, Inc. Designed JCi BACK CREEK ELEMENTARY SCHOOL Comm.No. 9865 200 Country Club Drhs Plan One BuildingEgBlaciorbarg, Virginia 24M 4eL (540) 5u-21a1 FREDERICK COUNTY VIRGINIA Date 20 APR 99 640 951-0219 a -mail: .t I - 01999 OLIVER, WEBB, PAPPAS k RHUDY, INC. 9865SK091-1.D0 TMK APR 20 11:36 Gm AFROM LPD PUMP 6 X 4 REDUCER WATERTIGHT BOOT(TYP) FLANGED FTTTINGS(TYP) MODEL 115-2 SOLENOID CONTROL VALVE BY 0CV(5 REQ'0) 4' CROSS WATERTIGHT BOOT(TYP) TO FIELD I 3 2 _ TO FIELD V VALVE NO. 3 VALVE NO, 2 "4- CROSS 4 , 1 TO FIELD III — i TO FIELD IV VALVE NO. 4 VALVE NO. 1 , a ----^- - -_ .. _ . i 'i 30' X 48' HATCH � - Y n I JUNCTION BO 15 •• �. ^ CONCRETE VAULT OR EQUAL PRECAST ( ) ., ' : , 1)-3' CONDUIT REQUIRED -ROM SAND FILTER BLDG.) _0.L 7' TO FIELD II VALVE NO. 5 PLAN in* Y AA' HATCH F \_ CMU OR PREASSEMBLED VALVE SUPPORTS SECTION AA VALVE VAULT—DRAINFIELD DISTRIBUTION NOT TO SCALE THE VALVES DEPICTED ON THIS DETAIL ARE SOLENOID CONTROLLED VALVE SERIES 115 BY OCV CONTROL VALVES, TULSA OKLAHOMA, 918-627-1942. VALVES ARE 4' GLOBEDUCTILE IRON CLASS ISO. PROVIDE PERMANENT LABELS TO THE VALVES IN ACCORDANCE WITH THESE PLANS. SEE SHEET 8 FOR WIRING INFORMATION. SK � Oliver, Webb, Pappas & Rhudy, Inc. BACK CREEK ELEMENTARY SCHOOL Designed JCL Comm.No. 9865 200 Country Club Drtn PIM One Ruadwe E 1 Q 6laoksbar�, ThIlWa 24060 Teb (NO) WX-2151 FREDERICK COUNTY VIRGINIA Date 20 APR 99 lam 540 961-0219 a-mau: aet 01999 OLIVER, KOB, PAPPAS do RHUDY, INC. 9865SK10 1=1.00 TALK APR 20 11:36 om ADDENDUM NUMBER 1 Back Creek Elementary School Frederick County, VA State Project No. 34-37A A/E Commission No. 9865 April 20, 1999 Oliver, Webb, Pappas & Rhudy, Inc. Architects/Engineers Blacksburg, Virginia The following additions, deletions, and/or changes shall be incorporated into the drawings and specifications and shall become a part of the Contract Documents. SPECIFICATIONS: Section 00003 - TABLE OF CONTENTS Under DIVISION 1 - GENERAL REQUIREMENTS - Add the following: "01030 - ALTERNATES" Section 00300 - FORM OF PROPOSAL Page 1 of Section 00300 has been revised. Remove and replace 00300-1 as attached. Section 01030 -ALTERNATES 1. Add the attached section to the Specifications. Section 01500 - TEMPORARY FACILITIES Paragraph 3.3, C. - Change to read as follows: "C. "Provide insulated, weathertight, temporary office of sufficient size to accomodate a work area for the Clerk -of -the -Works and a conference area that will accomodate up to 14 people. Provide a desk, chair and file cabinet for the Clerk -of -the -Works and a conference table and chairs to seat 14. Keep the office clean and orderly for efficient use." Section 02110 - SITE CLEARING Paragraph 3.1 - Revise to read as follows: "3.1 SITE CLEARING WITHIN THE DEDICATED DRAINFIELD EASEMENT A. Clear all of the existing trees in the dedicated drainfield easement. The limits of existing trees are generally shown on the plans. Cut all trees at the ground line. Do not remove tree roots. Utilize rubber -tired equipment only to remove trees from the construction area. B. Earthwork in the drainfield area shall be limited to trench excavation only. Do not disturb any ground within the drainfield area other than the area required to install piping, valves, and electrical appurtenances. Use only rubber -tired equipment to perform excavation operations." Back Creek Elementary School Addendum Number I Frederick County, VA April 20, 1999 State Project No. 34-37A 1 2. Paragraph 3.2, A.1. - Revise to read as follows: "A. General: 1. Remove all trees, shrubs, grass and other vegetation within the site; remove improvements or obstructions as required to permit installation of new construction. Remove such items elsewhere on site or premises as specifically indicated. "Removal" includes digging out and off -site disposing of stumps and roots." 3. Paragraph 3.2, A.2. - Delete in its entirety. Section 02270 - EROSION CONTROL 1. Add Erosion & Sediment Control Narrative as attached. Section 07410 - MANUFACTURED ROOF, FASCIA, SOFFIT, CEILING AND WALL PANELS 1. Paragraph 2.5, F. - Delete this paragraph and replace with the following: "F. Snow Guards: Provide molded polycarbonate polymer snow and ice guards as manufactured by Sno-Gem. Color shall be clear or integrally color as selected." 2. Add the following Paragraph 3.4: "3.4 SNOW GUARD INSTALLATION A. Apply to surface of metal roof panels with liquid adhesive as recommended by the snow guard manufacturer. B. Locate snow guards where indicated." 3. Renumber Paragraph "3.4 CLEANING AND PROTECTING' to "3.5 CLEANING AND PROTECTING". Section 07530 - EPDM SINGLE -PLY MEMBRANE ROOFING 1. Paragraph 2.1, A.1.c. - Delete "Versico, Inc." 2. Paragraph 2.2, A. - Add the following: 115. Provide .060 non -reinforced EPDM, fully adhered, at Gym roof only." Section 08710 - HARDWARE 1. Paragraph 2.4, E. - Delete in its entirety. 2. Paragraph 2.4 - Add the following: "E. Keys and Permanent Cores: Keys and permanent cores shall be shipped to Larry Rickard (Frederick County). Do not cut keys; ship blank." Back Creek Elementary School Addendum Number 9 Frederick County, VA April 20, 1999 State Project No. 34-37A 2 A 3. Hardware Set HW-01A -Make the following changes: Delete "1 ea Card Reader/Keypad BAS-2020W Insert "1 ea Reader MiniProx Proximity Reader-5365 4. Hardware Set HW-04 - Replace with the following: "H W-04 Each opening shall have: 1Ai Beige HID" 6 ea Hinge BB1191 4.5 x 4.5 NRP 630 HA 2 ea F Bolt 555 626 RO 1 ea Lockset 93K7D 14D 626 BE 1 ea Closer 1430-PED (Active Leaf) 689 SA 2 ea Kick .050 10 x 1"LDW (Active Leaf) 630 RO 2 ea F Stop 483 628 RO 1 ea Threshold 425 628 NG 2 ea Sweep C627A 628 NG 1 ea Astragal 139SP 600 NG 1 set Seal 110NA Head and Jambs 628 NG" 5. Hardware Set HW-28 - Make the following changes: Delete "Each opening shall have:" and replace with "Provide the following system components:" Add the following item to the set: "50 ea Keyfob ProxKey II Proximity Access Keyfob-1346 HID" Add the following note: "Additional Note: The software package, warranty information, service agreement, and the Keyfobs shall be provided directly to Frederick County Public Schools, Mr. Larry Rickard." 6. Add the following Hardware Set: "H W-29 Doors 198 and 199 shall have: 2 ea Hinge 780-112-HD 628 HA 2 ea F Bolt 555 626 RO 1 ea Lockset 93K7D 14D 626 BE 1 ea Closer 350-P9 (Active Leaf) 689 SA 1 ea Kick .050 10 x 1 "LDW (Active Leaf) 630 RO 2 ea OH Stop/Holder 4400 Series 626 AB 1 ea Threshold 425 628 NG 2 ea Sweep C627A 628 NG 1 ea Astragal 139SP (Outside of Active Leaf) 600 NG 1 set Seal - A626A Head & Jambs 628 NG" Back Creek Elementary School Frederick County, VA State Project No. 34-37A 3 Addendum Number 9 April20, 1999 Section 09640 - WOOD FLOORING SYSTEMS 1. Paragraph 2.2, A.4. - Delete "Clear White Pine: Rear portion of Stage as indicated." Section 09651 - RESILIENT TILE FLOORING 1. Paragraph 3.5, F.1.b. - Delete "Feature Tile (Accent) 12" x 12", premium Excelon solid color - Price Group II." Section 10350 - FLAGPOLES 1. Paragraph 2.2, A.1.a. - Change "two" to "one". Section 11400 - FOOD SERVICE EQUIPMENT Paragraph 3.7 SCHEDULE OF EQUIPMENT ITEM 2 DUNNAGE RACK (Page 10) 1. Paragraph A. - Delete "aluminum -coated" and replace with "Gold Bond". 2. Paragraph A.2. - Delete "aluminum -coated finish" and replace with "Gold Bond series". 3. Paragraph B. - Delete "UNITED STEEL" and "CART -ALL" as approved vendors. Add "HODGES" as an approved vendor. ITEM 3 SHELVING (Page 10) 1. Paragraph A. - Delete "aluminum -coated" and replace with "Gold Bond". 2. Paragraph A.2. - Delete in its entirety and replace with "Gold Bond series". ITEM 5 SHELVING (Page 10 & 11) 1. Paragraph A. - Delete "galvanized -coated" and replace with "Gold Bond". 2. Paragraph A.2. - Delete in its entirety and replace with "Gold Bond series". ITEM 13 MIXER (Page 12) 1. Paragraph B. - Delete "BERKEL" as an approved vendor. ITEM 16 UTILITY CART (Page 13) 1. Paragraph B. - Change "MODEL 979-2" to "MODEL 495-2" ITEM 22 FRYER W/FILTER AND DUMP STATION (Page 14) 1. Paragraph B. -Delete "GARLAND" as an approved vendor and add "PITCO (SHREVEPORT, LA)" and "FRYMASTER (CONCORD, NH)" as approved vendors. Back Creek Elementary School Addendum Number 1 Frederick County, VA April 20, 1999 State Project No. 34-37A 4 ITEM 25 BRAISING PAN (Page 15) 1. Paragraph B. - Delete "GROEN, (JACKSON, MS)" as an approved vendor. ITEM 30 COMBI-STEAMER (Page 16) 1. Paragraph A.4. - Delete in its entirety and replace with "Standard controls.". 2. Add Paragraph A.7. as follows: "7. Provide stand with pan guides." 3. Paragraph B. -Delete "(JACKSON, MS)" and replace with "(BURLINGTON, VT), MODEL COS-6". ITEM 55 MILK CABINET (Page 22) 1. Paragraph A.3. - Delete in its entirety and replace with "Stainless steel finish.". ITEM 56 HOT FOOD COUNTER (Page 22 & 23) 1. Paragraph A.9. - Add the following sentence: "Top of sneeze guard to be 8" above the work surface of the counter." Section 15625 - BOILERS AND ACCESSORIES 1. Paragraph 2.1, A.4. -In the third sentence, change "rear outlet" to "top outlet". 2. Paragraph 2.1, A.8.a. -Change "Gordon -Platt, Inc. Model R10.1-GO-03" to "Power Flame C2-GO-206". Section 15763 - AIR HANDLING UNITS 1. Paragraph 2.2, P. - Change paragraph to read as follows: "P. Water cooled plate type heat exchanger (for closed loop systems not open to the atmosphere) shall be plate heat exchanger with 304 stainless steel plates copper brazed designed for refrigeration applications with high efficient heat transfer surface. Water circuit shall be supplied with self -aligning union fittings for easy connection. The internal water circuit of the unit shall be designed for constant water flow. The entire assembly shall be hydrogen brazed into a single piece assembly and leak tested 600 psig. Fouling factor shall not be less than 0.0025. Optional drain kit required if installed in areas below freezing temperature." Section 15770 - UNITARY AIR CONDITIONING EQUIPMENT 1. Paragraph 2.1, F.2. -Change "95°F HWT, to 85°F CWT" to "90°F HWT, to 80°F CWT". 2. Paragraph 2.1, F.10. - Change to read as follows: "10. Substitution: a. Fiberglass and/or stainless steel wetted surface only. b. Four steps of fan control must be provided. Back Creek Elementary School Frederick County, VA State Project No. 34-37A 5 Addendum Number 1 April20, 1999 C. Provide structure, including foundation, as required to provide discharge at 22 feet above finish floor. d. Provide access ladder, access platforms, safety grates, etc., as required to reach control center, motors, nozzles, etc. e. Ozone Water Treatment Center in lieu of Cooling Tower Water Treatment Center as specified in Specification Section 15705. The Ozone Water Treatment Center shall be by Zentox, or equal. The Contractor shall be responsible to install the system in accordance with manufacturer's requirements." DRAWINGS: Sheet C1 1. Change "site features" on legend to read "fence line". 2. Under Dimensional Layout notes, in Note #4 remove "4 inch wide". 3. Under Erosion Control Notes, the third line of Note #5 should read: "DAYS AFTER GRADING." 4. Under Parking Space Calculations, the third line of the first paragraph should be corrected to read: "GYMNASIUM (SCHOOL HAS SEATING IN NEITHER)." 5. Revise site boundary lines and total site area according to attached Sketch SK 7. Sheet C2 1. Revise pavement striping in parking lot as shown on Sketch SK 1. 2. The height of the fence around the detention pond shall be 6-0". Sheet C3 1. Revise Sheet C3 according to Sketches SK 5 and SK 6. Sheet C4 1. On the Erosion Control Legend, the last description line should be revised from "Tree Protection" to "Temporary Sediment Basin". 2. On the 1"=40' Site Grading Plan, remove the "804.00" spot elevation set in the corner of the building near the mechanical equipment pad. The correct spot elevation is provided in the 1"=10' "Loading Dock Area Inset" on this sheet. Sheet C6 1. Revise "Sediment Basin Riser Detail" and "Trash Rack Detail" according to Sketch SK 2. 2. Revise Storm Drain Profiles E-D and I-D as shown on Sketches SK 3 and SK 4. Back Creek Elementary School Addendum Number 1 Frederick County, VA April 20, 1999 State Project No. 34-37A 6 Sheet ST1 1. Add the following Note #10 to the General Notes: "10. CONSTRUCTION INSPECTIONS a. Schedule periodic inspections with the Engineer as listed above for approval of materials and methods for the installation of all components associated with the septic system." Sheet ST2 1. Revise SETTLING TANK NO. 2 detail according to Sketch SK 8. Sheet ST3 1. Revise TYPICAL TRENCH BEDDING DETAIL according to Sketch SK 9. 2. Revise VALVE VAULT-DRAINFIELD DISTRIBUTION detail according to Sketch SK 10. Sheet ST6 1. Revise the second sentence of General Note #7 to read as follows: "Refer to Sh S6 for CMU Reinforcing Notes." 2. Provide prefinished split -face and smooth finish CMU at all exposed masonry in lieu of standard split -face and smooth face CMU at all exposed masonry. The prefinished CMU shall include an integral water repellant within the block. The manufacturer shall be by Dillon & Co., (color: smoke 2-02), or approved equal. Sheet A4 1. Enlarged Plan 'R' should reference Sheet A14, in lieu of Sheet Al2 indicated. Sheet A9 1. Omit window type'C'. Sheet A10 1. In the Finish Schedule, change "Ceramic Tile Floor (item #5)" to "Seamless Floor (item #5)". Sheet Al 1. Provide 2 x 2, type 'B', SATC at Lobby 102 in lieu of 2 x 4, type 'C', SATC indicated. Sheet A21 1. Display case detail 5 refers to the two display cases at Art 182 only. Back Creek Elementary School Addendum Number 1 Frederick County, VA April 20, 1999 State Project No. 34-37A 7 Sheet FS1 (Food Service Equipment Schedules) Item 2 1. In "Remarks" column, delete "Aluminum" and replace with "Gold Bond". Item 3 1. In "Remarks" column, delete "Aluminum" and replace with "Gold Bond". Item 5 1. In "Remarks" column, delete "Galvanized" and replace with "Gold Bond". Item 56 1. In "Remarks" column, delete "9" high serving shelf w/lights" and replace with "8" high serving shelf w/lights". Sheet M4 1. Provide DDC Room Sensor in Room 124 and alarm operator if room temperature rises above 850F db (adjustable). Sheet M6 1. Detail A - Provide a 2 1/2" gate valve at each outlet of the three way mixing valve. 2. Detail B - Provide a 1/2" drain valve on 1" make-up water line to cooling tower. Locate 1/2" drain line outdoors. Sheet M7 1. Pump Schedule (Pump P4) - Change HP from "1/4" to "1/3". 2. Pump Schedule (Pump P4) - Change Gordon-Piatt model from "CP36S" to "LDM-36". 3. Control Diagrams/Water System -Provide DDC start/stop (DO) for cooling water treatment center. 4. Control Diagrams -Provide DDC start/stop (DO) for water heater (Typ of 2). END OF ADDENDUM NUMBER 1 Attachments to Addendum No. 1: Specification Page 00300-1 Specification Section 01030 Erosion & Sediment Control Narrative Sketches SK 1 thru SK 10 Back Creek Elementary School Addendum Number 9 Frederick County, VA April 20, 1999 State Project No. 34-37A 8 FORM OF PROPOSAL - 00300 BACK CREEK ELEMENTARY SCHOOL FREDERICK COUNTY, VIRGINIA STATE PROJECT NO. 34-37A Dr. William C. Dean Division Superintendent Frederick County School Board 1415 Amherst Street P. O. Box 3508 Winchester, Virginia 22601 Pursuant to and in accordance with your "Invitation to Bid" and "Instructions to Bidders" relating thereto, the undersigned agrees to furnish all labor and materials and to perform all work necessary for construction of Back Creek Elementary School, Frederick County, Virginia, in accordance with the contract documents (drawings, specifications and addenda) as prepared by Oliver, Webb, Pappas & Rhudy, Inc., Architects and Engineers, dated March 26, 1999, for the lump sum price of: BASE BID: Dollars ($ ). ALTERNATE BID ITEMS (See Section 01030 -ALTERNATES): Alternate No.1 - Provide finish grading for Athletic Fields using laser grading, ADD $ UNIT PRICES The bidder shall submit unit prices in the following schedule for all items listed below. The following unit prices shall be used in determining additions to or deductions from the contract when authorized changes in the work are directed. They shall apply when such changes involve materials, specifications, methods, and designs the same as those required in similar work and/or specified. Unit prices shall include the furnishing of all labor and materials, complete in place, and overhead and profit, unless otherwise noted. Addition Deduction A. 4-Inch Thick Concrete Walk $ $ per sq. yd. B. Fritztile $ $ per sq. ft. C. Seamless Floor System $ $ per sq. ft. D. Vinyl Composition Tile $ $ per sq. ft. E. Rubber Base $ $ per lin. ft. F. Concrete Curb $ $ per lin. ft. G. Concrete Curb and Gutter $ $ per lin. ft. H. Unsuitable Material $ per cu. yd. FORM OF PROPOSAL 00300-1 9865 BACK CREEK ELEMENTARY SCHOOL SECTION 01030 ALTERNATES PART 1 - GENERAL 1.1 CONDITIONS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification sections, apply to work of this section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements governing Alternates. 1.3 DEFINITIONS A. Definition: An alternate is an amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to or deducted from the Base Bid amount if the Owner decides to accept a corresponding change in either the amount of construction to be completed, or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. 1. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate the Alternate into the Work. No other adjustments are made to the Contract Sum. 1.4 PROCEDURES A. Coordination: Modify or adjust affected adjacent Work as necessary to completely and fully integrate that Work into the Project. 1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not mentioned as part of the Alternate. B. Notification: Immediately following the award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate whether alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates. C. Execute accepted alternates under the same conditions as other Work of this Contract. D. Schedule: A "Schedule of Alternates" is included at the end of this Section. Specification Sections referenced in the Schedule contain requirements for materials necessary to achieve the Work described under each alternate. PART 2 - PRODUCTS Not used. ALTERNATES 01030-1 9865 BACK CREEK ELEMENTARY SCHOOL PART 3 - EXECUTION 3.1 SCHEDULE OF ALTERNATES A. Alternate No. 1: Provide finish grading for Athletic Fields according to the following laser grading specifications: Athletic Fields The field shall be graded on the specified slope to a general tolerance of 1/4" total deviation when measured from one end of the specified plane to the other, or from side to side or said plane. If desired by the Client and agreed to by the Contractor, the plane may be graded to a tolerance of 1/4" when measured from side to side or end to end. The client is responsible for his own checking/certification. Equipment: The grading equipment shall have a minimum of six wheels on three axles and shall consist of a machine in the general shape of a dual laser grade range mode, and the laser pickup shall operate the blade elevation controls automatically once they are locked on the laser beam. Each of the two laser pickups shall operate only one end of the grader blade, respectively. The laser source shall be capable of accuracy to three decimal places of a percent, i.e., 1.234% of grade and shall be capable of operating either in the positive or negative angle configuration without physically moving the laser source head. END OF SECTION ALTERNATES 01030-2 9865 EROSION & SEDIMENT CONTROL NARRATIVE BACK CREEK ELEMENTARY SCHOOL Comm. # 9865 PREPARED FOR: FREDERICK COUNTY PUBLIC SCHOOLS FREDERICK COUNTY, VIRGINIA PREPARED BY: OLIVER, WEBB, PAPPAS & RIiUDY, INC. ARCHITECTS / ENGINEERS BLACKSBURG, VA APRIL 6,1999 PROJECT DESCRIPTION The purpose of this project is the construction of the new Back Creek Elementary School in the Back Creek Magisterial District of Frederick County, Virginia. The project will consist of the construction of new entrances, driveways, parking, loading dock, play fields and the one story, brick elementary school building. At the request of the Virginia Department of Transportation, work in the Right of Way will include expanding Secondary Route 628 (Middle Road) to include both left and right turn lanes in front of the school. The school site is located on the south side of Middle Road to the southwest of Winchester, Virginia. The disturbed site area will consist of approximately 35.9 acres. EXISTING SITE CONDITIONS The site is located in Frederick County, Virginia and is currently occupied by apple orchards and one gravel road through the site. The site slopes toward the north, with a swale developing through the middle; the site elevations range from a low of El. 790 to a high of El. 840 feet. The location of the new building and parking is currently occupied by sloped, residual crop areas. The entire site area is 37.03 acres. ADJACENT PROPERTY The site of the new school building is on existing agriculture / orchard land. The property is bordered on the north by Secondary Route 628 - Middle Road. The adjacent property on all sides is zoned RA and in orchard and/or agriculture use. OFF -SITE AREAS Any areas disturbed off -site for the purpose of obtaining borrow material or wasting excess fill material, including areas on site outside the limits of grading shown on the plans, shall be controlled by an approved Erosion Control Plan prepared by the Contractor. The plan shall follow applicable criteria in the Virginia Erosion and Sediment Control Handbook, Third Edition, 1992. These areas shall not be disturbed until approval of the plan has been obtained. SOILS According to the subsurface investigation by Triad Engineering, Winchester, VA, the soils found on site generally consist of topsoil underlain by residual soils and weathered rock. Residual soils were described as clayey silts and silty clays with various amounts of sand and rock fragments. The site is underlain by the Conococheague Formation. This underlying carbonate bedrock is moderately solution prone and characterized by karst terrain. In fifteen test borings, rock was encountered at 1.5 to 18 feet below grade, and in two borings to 20 feet below grade no rock was encountered. EROSION AND SEDIMENT CONTROL MEASURES All vegetative and structural erosion and sediment control practices will be constructed and maintained according to standards and specifications of the Virginia Erosion and Sediment Control Handbook (1992). Structural Practices 1. Silt Fences - 3.05 Silt fences are to be placed at all locations of concentrated runoff as shown on the drawings and as determined by appropriate officials during site investigations. They will also be placed around the base of any soil stockpiles. 2. Temporary Construction Entrance - 3.02 Temporary construction entrance will be constructed at the entrance in the site as shown on the site plans. Equipment operators will use this area to clean or rinse their vehicles and control the tracking of mud, rocks, or other debris on the existing roads. 3. Inlet Protection - 3.07 All storm sewer inlets will be protected in accordance with the details shown on the drawings. This protection will filter out any sediment which would otherwise be washed into the storm sewer system and possibly transported off -site. 4. Culvert Inlet Protection - 3.08 A sediment filter shall be located at the inlet to storm sewer culverts to prevent sediment from entering, accumulating in and being transferred by the culvert. All culvert inlets shall be protected in accordance with the details on the drawings. 5. Temporary Diversion Dike - 3.09 Temporary diversion dikes will be constructed in accordance with the standards and specifications shown in the Virginia Erosion and Sediment Control Handbook where shown on the plans. The temporary diversion along the front of the property will divert sediment -laden runoff from disturbed areas to a temporary sediment basin. Other temporary diversions shown on the plans will serve to divert overland flow around the disturbed area so as to minimize the stormwater runoff flowing across the disturbed area. 6. Temporary Sediment Basin - 3.14 One temporary sediment basin will be constructed on the site. This basin will consist of a short section of pipe welded to a riser, and a steel plate which will be bolted and sealed to the headwall of a permanent culvert as detailed on sheet C6 of the plans. Once the construction area is stabilized, the riser, pipe and steel plate will be unbolted from the headwall and removed from the site. A steel orifice plate of the size shown on the plans, and with an orifice of size shown on the plans will then be bolted to the same headwall so that this basin will serve as the stormwater management facility for the site. Vegetative Practices 1. Permanent Seeding - 3.32 As individual areas on site which are not to be covered with pavement, buildings, or concrete are brought to final grade, they should be spread with topsoil and receive permanent seeding in accordance with Specification Section 02900 as soon as possible in order to establish a good stand of grass by the end of construction. 2. Temporary Seeding - 3.31 Temporary seeding shall be applied to areas which have been denuded but are not yet at final grade. Refer to Erosion Control Notes, Sheet C1 of the drawings, for time constraints. Temporary seeding shall consist of the following: Species Rate Dates Annual Ryegrass 60 lbs. per acre 3/1-4/30 + 8/15-11/1 German Millet 50 lbs. per acre 5/1-8/15 Management Strategies Construction will be sequenced so that grading operations can begin and end as quickly as possible. 2. Sediment trapping measures such as silt fencing shall be installed as a first step in grading. 3. Before any major grading shall begin, the temporary diversion dike shall be installed and stabilized to divert runoff away from areas to be graded and divert sediment laden runoff toward the temporary sediment basin. The temporary culvert shown on the plans shall be installed under the construction entrance so as to maintain the flow along the diversion dike at the front of the property. 4. Construction should be sequenced so that grading for the sediment / detention basin can be completed and stabilized before the majority of the grading begins. 5. Permanent seeding or other stabilization will follow immediately after grading. 6. Construction will be phased to minimize the amount of disturbed area at any given time. STORMWATER MANAGEMENT On -site and off -site runoff exit the site through the existing four (4) 24"CMP culverts flowing northward under Middle Road. Three (3) new 24"CMPs (P - M) will be installed along the ROW in order to pass the off -site runoff undetained. From endwall M, the off -site runoff will flow in the ditch on the downstream side of the detention basin embankment to the four (4) 24"CMPs. On -site runoff shall be collected in ditches, gutters, inlets and storm drains and directed into the stormwater detention basin. The detention basin has been oversized to compensate for any undetained impervious runoff areas, so that the postdeveloped runoff peak at the four (4) 24"CMPs from the two and ten year storms shall be less than the predeveloped runoff peak at the four (4) 24"CMPs from the two and ten year storms, respectively. Outlet structures for the basin are a steel plate with an orifice cut into it bolted and sealed to a headwall as the principle outlet, a VDOT DI-7 grate inlet as the secondary outlet, and a 100 foot long, grassed emergency spillway to pass the 100 year storm without overtopping the embankment. MAINTENANCE In general, all erosion and sediment control measures will be checked weekly and after each significant rainfall. The following items will be checked in particular: 1. Silt fences will be checked to see that their structural integrity is maintained, there is no runoff being diverted around the fence, and there is not an excessive amount of sediment buildup behind the fence. 2. All seeded areas will be checked regularly to see that a good stand is maintained. Areas will be fertilized and reseeded as needed. 3. Contractor shall adhere to all instructions given by inspectors or local officials. Long term maintenance of the stormwater management facility will be provided by the Owner. I CG— I STA 56+35 5 G POLE `L°� :: --24' 1 I 6 00 I '-r�r�r 56.91' RT STA 24+32.37 157.26' RT BLDG CORNER STA 21+93.07 288.62' RTr 6 100 HC SIGN TYP CENTERED 00 ON EACH SPACE 1 FT.-< FROM BACK OF WALK 60 YD x 120 YD REVISED PAVEMENT STRIPING 1' = 40' SK Oliver, Ifebb, Pappas & Rhudy, Inc. Designed TMK 1W200ME FREDERICK COUNTY VIRGINIA Country Club Drtre Pku One BalMint EBACK CREEK ELEMENTARY SCHOOL Comm.No. 9865 Jt4m Tek (540) 5U—Y161 Date 19 APR 99 640 961—Os19 e—=am et I©1999 OLIVER, WEBB, PAPPAS L RHUDY, INC. 6,0' MIN VDOT DI-7— ORTEX DEVICE W/ TYPE I GRATE TAIL THIS SHEET TOP = 794,75 3 (MAX) 1 1'-0• 3 (MAX) 1 ANTI —SEEP COLLA S SEE DETAIL THIS HEET D 20,25' — 24'RCP @ 1,00% 30'X48' — 1/4' STEEL PLATE WELDED TO CMP BOLT AND PROVIDE WATERTIGHT SEAL AT ENDW ALL FACE PROVIDE 24' DIA HOLE IN PLATE, CENTERED ON HEADWALL OPENING FENCE P 5,0' 1 1,0' 2 (MAX) 1 18,87' — 30'RCP @ POND CLEANOUT ELEVATION ON RISER SUCH THAT WHEN SEDIMENT REACHES THIS LEVER, THE POND SHALL BE DREDGED TO ITS ORIGINAL TALL RISER AS INDICATED FOR USE IN TEMPORARY SEDIMENT POND, UPON C❑MPLETI❑N OF CONSTRUCTION AND STABILIZATION OVE RISER, 5' OF CMP AND STEEL PLATE ON FACE OF HEADWALL AND GRADE TO DRAIN IN ACCORDANCE WITH SITE GRADING N BOLT AND SEAL STEAL ❑RIFICE PLATE WITH TRASH RACK TO FACE OF HEADWALL AS DETAILED ON THIS SHEET, SEDIMENT BASIN RISER DETAIL No SCALE T1/4' THICK STEEL PLATE (30'X48') BOLTED AND SEALED TO HEADWALL a 0 a�c—^'.� 0 Y d a 4 4 a f' o d TACK I TO STEEL' " • 8' 3RIFICE[ I 11A PLACE '(TtP • .a •A q a 0 0 d 4 i a• .d °' BOT.•TOM- OF' ' a 4 ' RAO • T4 RE,ST �• ' ON CONVETE •p \—VDOT EW-1 d '4• • i Cll c 'A (1J ° %D .'Co: a ' a L' • ad 4. BOTTOM OF a` BAR TO REST ON CONCRETE NOTESi 1, TRASH RACK SHALL BE CONSTRUCTED OF MINIMUM 1/4' GALVANIZED STEEL BARS. 2, TRASH RACK SHALL BE TACK WELDED TO THE 1/4' STEEL PLATE WHICH SHALL BE BOLTED AND SEALED TO THE HEADWALL, THE BOTTOM OF THE TRASH RACK SHALL REST ON THE BASE OF THE HEADWALL, 3, TRASH RACK SHALL HAVE 2' CLEAR SPACE BETWEEN STEEL BARS BOTH H❑RIZ❑NTALLY AND VERTICALLY, 4, CONTRACTOR MAY SUBSTITUTE A COMPARABLE DESIGN AS APPROVED BY THE ENGINEER, TRASH RACK DETAIL NO SCALE REVISED DETAILS TACK WELD TO STEEL RLATE (TYP) SK , Oliver, lfebb, Pappas & Rhudy, Inc. Designed TMK BACK CREEK ELEMENTARY SCHOOL Comm.No. 9865 NO 2 Moo�Conncr�' Uy I� Xt ` Tot (NO)) 5" ftneAlai FREDERICK COUNTY VIRGINIA Date 19 APR 99 01999 OLIVER, WEBB, PAPPAS L RHUDY, INC. T t r S \ LL1 0 820 Ill. L7 II qr~i w L►1 A a. x w 810 FINISHED GRADE _ _XSTN 7G7�VV� 4 ,1 c%T G Vr7' 800 z 790 ry A W. o UJ o el N z II 780 .. z 400,00 770 E G o w 't 820 0 ty Co II I-L7 II x W AH W I— w t— w EXISTING GRADE Lj A A CL 810 I�HED—f R 800 200.81' — 12'SD @ 0151% 790 o Co Co Ifs Gn Co m t\0 -, 780 I— C7 770 157,34 204,81 REVISED STORM DRAIN PROFILES I HORIZ, SCALD V = 40' VERT, SCALD 1" = 10' Oliver, Webb, Pappas & Rhudy, Inc. Designed TMK SK BACK CREEK ELEMENTARY SCHOOL xoo C*=tz7 Crab nri" � One ftfldb � = Connm,No. 9865 3 Blaobbur�, riz¢n1R 24oE0 Tat (boo) 5U-2161 FREDERICK COUNTY VIRGINIA Date 19 APR 99 iii lam (bto) 951-0212 a -math owpr*vm nat 01999 OLIVER, WEBB, PAPPAS 6 RHUDY, INC. 9265SK031=1.00 TMK APR 19 POR nn D E W o 0 3¢ o 0 �❑ II �' II W W w ❑ >F-� >� EXISTING GRA wLD z z CY I- CD.-4 .-4 W . W . 00 lO If ) � as Cn O W .� W .-i r�- it II II Q' . Z . Z II II ❑ H H H CU CU ❑ H H %> % f 2� '0 >>% REVISED HORIZ, SCALE: 1'=40' STORM DRAIN VERT, SCALE: PROFILE 1'=10' SK , Oliver, Webb, Pappas 200 Country Club Dri" . �a 24M razz ago zral-asln & Rhudy, Inc. Plana On* Building I ?eh (540) ass -alai a-nx&M k BACK CREEK FREDERICK COUNTY ELEMENTARY SCHOOL VIRGINIA Designed TMK com-So. 9865 Date 19 APR 99 4 I 8'-0"0x18'-0" LONG 71 6" TANK (N.I.C) TANK SADDLE FABRICATE FROM -Y8" R W12x26 �s R5x5x-'8 (TYP) L3x3x-6 BRACING BETWEEN COLUMNS (TYP BOTH DIRECTIONS) TS6x6x1/4 COL (TYP) x TYP BASE R1/2x12x12 W/ 6 (4)-'4"O ANC BOLTS FDN: 2'-0"x8'-6" W/ #5@10 EW FIN GRADE SECTION @ TANK SUPPORTS -%"=1'-0" NOTE: PROVIDE 3 SUPPORTS FOR TANK. SK Oliver, Webb, Pappas & Rhudy, Inc. Designed GFM ding 9 5 BACK CREEK ELEMENTARY SCHOOL Comm.No. 9865 200 Country Club Drive Plaza One Blacksburg, Virginia 24060 Teh (540) 552-2151 FREDERICK COUNTY VIRGINIA Date 19 APR 99 Fax: 540 951-0219 a —mail: r*sw►a.net t EXISTING WELL TO BE -� \ ABANDONED ACCORDING TO ` \ VIRGINIA DEPARTMENT OF HEALTH; CONTACT KARL EVANS WITH VDH FOR PROPER ABANDONMENT PROCEDURES (540) ' 722-3480 REMOVE EXISTING ABOVE GROUND — TANK AND ALL APPURTENANCES INCLUDING PIERS, CONC. SLAB, AND SMALL SHED; WATERLINE FROM EXISTING WELL (400'f TO EAST) TO BE ABANDONED IN THE GROUND by �O ♦ \ < EXISTING WELL CAP IK i INVAI/L NEW WL WITH 3'-0" MIN. / �y �/COV�R PROVIDE 2"PVC CON UIT \ , / (WITH 2 —0 MIN. COVER) ELECTR CALPULL WWIRIN( IRE 1�' FUTURE NEW ABOVE GROUND T , - z SEE NOTES AND DETAILS Ott,' SKETCHES SK5 A6 SK6 I REGARDING THIS -WORK. i REVISED P 1 " = 40' 09MI A .. 4 011 ^klrN REGARDING ABOVE GROUND TANK PLUMBING SCHEMATIC NO SCALE BACKFLOW PREVENTER FLOAT VALVE TYP. TANK SUPPORTS (SEE SKETCH SK5) TANK INSTALLATION FLOAT VALVE: PROVIDE WATTS BRONZE FLOAT VALVE SERIES 1000 1" SIZE WITH 8"DIA PLASTIC FLOAT. BACKFLOW PREVENTER; PROVIDE WATTS SERIES 909 REDUCED PRESSURE ZONE BACKFLOW PREVENTER, 1" SIZE. NOTES: 1. OWNER SHALL PROVIDE 8'DIA x 18' LONG USED GAS TANK FOR USE AS WATER TANK. 2. WORK PERFORMED ON OWNER FURNISHED TANK WHICH PREVIOUSLY CONTAINED GASOLINE SHALL BE PERFORMED BY EMPLOYING PRECAUTIONARY MEASURES AS OUTLINED BY AMERICAN PETROLEUM INSTITUTE (API) RECOMMENDATIONS. SK Oliver, 'Febb, Pappas & Rhudy, Inc, Designed TICK BACK CREEK ELEMENTARY SCHOOL Comm.No. 9W5 WO C*=try aub arty. Pfau Ono Mane IC 6 ?L6tjmft**w& nrdnta x4m ra: (uo) 5U-2151 FREDERICK COUNTY VIRGINIA Date 20 APR 99 r n (uo tat-oaio-- - .-=&W .t _ _ m l?99 'DUVER, WEUB, PAPPAS^k RHUDY, INC. t- 50' EGRESS / (Vtv N 69'55'02" E 1279.56 FT REVISED TOTAL SITE A = 37.35 AC V •9 REVISED SITE BOUNDARY ,° =zoo' ,oY � /e 0 IV o� / C5 / SK Oliver, Ifebb, Pappas & Rhudy, Inc. Designed TMK mmmft� r7 zoo Country C3mb Drtre Fk" one t BACK CREEK ELEMENTARY SCHOOL Comm.No. 9865 Thlb la 2"Go TaL. (bt°) 5=21°1 FREDERICK COUNTY MRGINIA Date 19 APR 99 ' 1. 64C I-G219 *-maw *t (01999 OIIVFR. WAR PAPPAS k RNUOY. INC. a PLAN 32' X 32' CONC. RISER WITH 24' X 24' ALUMINUM HATCH TOP ELEVATION - 802.00 BACKFILL TO 4' BELOW MH TOF i i. }' s• THICK TO 8' X 36' FLOW PORT. . ao + 7 4• THICK CONCRETE BAFFLE WALL I V-4 1 /4' m THICK BOTTOM SECTION SETTLING TANK N0, 2 NOT TO SCALE a$ rn � rn or d a 0 x N v o A U p a z 0 S 0 — TO PUMP CHAMBER NO. 1 i Q Z c 5000 PSI REINFORCED CONCRETE w 2' X 32' CONC. RISER WITH Y 4' X 24' ALUMINUM HATCH W )P ELEVATION - 802.00 W U � Y z $ WATERTIGHT B00T(TYP) U M< W 4.0 SCH 40 PVC(TYP) 8 INV. ELEV. - 794.94 V W b TREIT EFS-28 FILTER OR EQUAL a�«« m �f N s � • 6' CRUSHED STONE COMPACTED SUBGRADE NMI ORIGINAL GROUND BACKFILL FILTER CLOTH TERRATEX NO. 2 OR EQUAL 2. OF 1/2--3/4- ABOVE PIPE 1-1/4- DISTRIBUTION PIPE 8- OF 1/2. 1/2--3/4- BEDDING UNDISTURBED GROUND TYPICAL TRENCH BEDDING DETAIL NOT TO SCALE ALL DISTRIBUTION PIPE IS SCH 40 PVC UNLESS OTHERWISE NOTED. PROVIDE GRADE BOARDS AT 10' ON CENTER ALONG LENGTH OF LATERALS. THIS DETAIL APPLIES TO DISTRIBUTION LATERALS IN THE SUBSURFACE ABSORPTION FIELDS ONLY. SK , Oliver, Webb, Pappas & Rhudy, Inc. Designed JCL BACK CREEK ELEMENTARY SCHOOL Comrn.No. 9865 200 Country Club Drtre Plana One RuDding I g Blacksburg, Mrgh" 24060 Tel: (540) 5U-2151 FREDERICK COUNTY VIRGINIA Date 20 APR 99 -- Pam 540) 951-0219 a -mall: owprOwwraxet ' - 01999 OLIVER, WEBB. PAPPAS k RHUDY, INC. 9865SK091-1.00 INK APR 20 11:36 am A FROM LPD PUMP F 8 X 4 REDUCER WATERTIGHT BOOT(TYP) FLANGED FTTTINGSO-rP) MODEL 115-2 SOLENOID CONTROL VALVE BY OCV(5 REQ'D) 4' CROSS WATERTIGHT BOOT(TYP) TO FIELD I 3 2 _ TO FIELD V VALVE NO. 3 VALVE NO. 2 _ a a : ,'4- CROSS 4 I TO FIELD III — TO FIELD N VALVE NO. 4 VALVE N0, i 'I ', h -� U - ' �- - _I --------- 30' X 48' HATCH n , I JUNCTION BO 15 ' ^`' PRECAST CONCRETE VAIJLT(OR EQUAL) 1)-3' CONDUIT REOUIRED + ; ti• FROM SAND FILTER BLDG.) TO FIELD II VALVE NO, 5 PLAN 10' X 48' HATCH SECTION AA ABLED VALVE SUPPORTS VALVE VAULT— DRAINFIELD DISTRIBUTION NOT TO SCALE THE VALVES 91EPICT7D N THIS VALVES DETAIL ARE SOLENOID E DUCCONTROLLED NTROOLLTILE DCLALV 150. RIES 115 BY OCV CONTROL VALVES, TULSA OKLPROVIDE PERMANENT LABELS TO THE VALVES IN ACCORDANCE WITH THESE PLANS. SEE SHEET 8 FOR WIRING INFORMATION, is Oliver, Webb, Pappas & Rhudy, Inc. Designed JCL SK BACK CREEK ELEMENTARY SCHOOL Co —.No, 9865 200 Country Club Drtn PUM On* Banding E 1QMeokseart, 71r¢nta 24060 T*L (540) OU-2151 FREDERICK COUNTY MRGINIA Date 20 APR 99 lam "o 951-0219 a -mills net m 1999 OLIVER. WEBB, PAPPAS do RHUDY, INC. 9865SKIO 1=1.00 TIdK APR 20 11:36 am P L A J� 1 v-L IV-99 Y 293031 _ �2 � u^ a ✓g0 co �Ge o 70 COMMONWEALTH of VIRC-jINIA %V Department of Health ROCKBRIDGE SOU-R'Sir((b G� ENTER 13 ALKER STREET DIVISION OF DRINKING WATER LEXINGTON, VIRGINIA24450-2431 Lexington Environmental Engineering Field Office PHONE: (540) 463-7136 FAX: (540) 463-3892 April 25, 2003 SUBJECT: Frederick County Water - Orchard View Elementary School Mr. Larry Rickard Frederick County Public Schools 280 Woodbine Road Clear Brook, Virginia 22624 Dear Mr. Rickard: Enclosed you will find Commonwealth of Virginia, Department of Health, Amended Waterworks Operation Permit No. 2069045 with an effective date of April 7, 2003. This permit is your authorization from the State Health Commissioner to operate the public waterworks serving the Orchard View Elementary School, located in Frederick County, in accordance with Part II of the Waterworks Regulations. You will note that the permit indicates that this water supply has a design capacity of 20,000 gallons per day. This permitted design capacity is the maximum system capacity based on Part III of the Regulations and shall not be exceeded. This amended waterworks operation permit replaces and nullifies Permit No. 2069045 dated August 18, 2000; therefore, it is requested that Operation Permit No. 2069045 dated August 18, 2000 either be destroyed and this office advised of its destruction or returned to this office. We look forward to your continued cooperation in the maintenance and operation of this public waterworks. If you have any questions regarding this matter, do not hesitate to contact me. Very truly yours, 46-'� J�" Harold T. Eberly District Engineer HTE/bt/03042505 cc Frederick County Health Department County of Frederick - Attn: John Riley VDH - ODW - Richmond Central VIRGINIA _ V/DHOFEALTFHKi FIFALTH ) r 1 • � % , J I�daJig You and Yar fmiwrneN J I. C) 1 `r--�' WWW.VDH.STATE.VA.US COMMONWEALTH OF VIRGINIA DEPARTMENT OF HEALTH OFFICE OF DRINKING WATER WATERWORKS OPERATION PERMIT FREDERICK COUNTY PUBLIC SCHOOLS IS HEREBY GRANTED PERMISSION TO OPERATE A CLASS IV NONTRANSIENT NONCOMMUNITY WATERWORKS HAVING A DESIGN CAPACITY OF 20,000 GALLONS PER DAY AT ORCHARD VIEW ELEMENTARY SCHOOL, LOCATED IN FREDERICK COUNTY, IN ACCORDANCE WITH THE PROVISIONS OF TITLE 32.1, CHAPTER 6, ARTICLE 2, SECTIONS 32.1-172 AND 173, CODE OF VIRGINIA, AS AMENDED, AND 12 VAC 5-590-29OF OF THE WATERWORKS REGULATIONS OF THE VIRGINIA DEPARTMENT OF HEALTH, AS AMENDED. THIS PERMIT IS ISSUED IN ACCORDANCE WITH PREVIOUSLY ISSUED PERMITS: NONE (SEE ENGINEERING DESCRIPTION SHEET DATED APRIL 7, 2003); AND WITH THE UNDERSTANDING THAT THE OWNER WILL OPERATE THE WATERWORKS IN ACCORDANCE WITH PART II, "OPERATION REGULATIONS FOR WATERWORKS", OF THE WATERWORKS REGULATIONS OF THE VIRGINIA DEPARTMENT OF HEALTH AND ANY VARIANCES AND/OR EXEMPTIONS NOTED BELOW. VARIANCES AND/OR EXEMPTIONS GRANTED (X) NONE () SEE ATTACHED AN ENGINEERING DESCRIPTION SHEET IS ATTACHED DATED APRIL 7, 2003 PERMIT NO. 2069045 EFFECTIVE DATE APRIL 7, 2003 APPROVED: / '- 77 DIRECTOR, OFFICE' OF FOR THE STATE HEALTH COMMI EXPIRATION DATE (REV. 03102) WIM 'KING WATER ER PURSUANT TO VA CODE § 2.2-604 STATE DEPARTMENT OF HEALTH ENGINEERING DESCRIPTION SHEET DATE: April 7, 2003 INSTALLATION: Orchard View Elementary School CERTIFIED CLASS: IV COUNTY: Frederick TYPE: Nontransient Noncommunity LOCATION: On the south side of State Route 628 (Middle Road) approximately 2 miles southwest of the intersection of State Route 628 and 652 and 2.5 miles southwest of the intersection of U.S. Route 11 (Valley Pike) and State Route 652 in Kernstown. OWNER: Frederick County Public Schools OPERATOR: Frederick County Public Schools PERMIT NO.: 2069045 Amended DATE ISSUED: August 18, 2000, April 7, 2003 TYPE OF TREATMENT: Cartridge Filtration and Chlorination SOURCE: DESIGN BASIS: One drilled well 11111 • •. DESCRIPTION OF SYSTEM: This water system consists of a drilled well, cartridge filtration facilities and chlorination facilities. Well No. 1 is located on the south side of the school building adjacent to the parking lot and loading dock. The well is 12 inches in diameter to a depth of 102 feet and 8 inches in diameter from a depth of 102 feet to 180 feet. The well is drilled to a depth of 180 feet, cased to a depth of 100 feet with 8-inch steel casing, and cement grouted to a depth of 100 feet. The well casing terminates 24 inches above a 7-foot by 7-foot by 6-inch concrete pad and is provided with a pitless adapter and screened casing vent. Water is pumped from the well by means of a 2 hp, 25 gpm at 130 feet TDH submersible pump. The extended well casing is unprotected, while the exposed discharge piping, sample taps, flow meter, and waste discharge (blow -off) line are housed in the mechanical room. Reported well yield, based on a 32-hour yield and drawdown test, is 25 gpm. Total water production is metered. Well No. 1 treatment facilities consist of cartridge filtration and chlorination. Water pumped from the well passes through a single 25 gpm filter train and is delivered to the 5,000-gallon chlorine contact tank. The filter train consists of a rate of flow controller and two HARMSCO Orchard View Elementary School Engineering Description Sheet Page 2 of 3 HUR 170 filters (one 5-micron pre -filter and one 0.35-micron final filter). The filter housings measure 13 inches in diameter by 40.5 inches high, contain one filter cartridge, and are provided with an. air release valve and influent and effluent pressure gauges. Each filter cartridge has a 170 square foot surface area and a rated capacity of 25 gpm. The filters are located in the mechanical room adjacent to the loading dock. Following filtration, a 4.5 gpd hypochlorinator injects a chlorine solution from a 50-gallon solution crock into the filter effluent prior to water entering the chlorine contact tank. The chlorination equipment is housed with the filters in the loading dock mechanical room. From the contact tank, a prefabricated domestic booster pressure system, comprising two 51 gpm pumps, one 58 gpm pump, and a 158-gallon pressure tank, takes suction and maintains system pressure at 45 psi. Operational monitoring of the water treatment process includes provision for pressure (raw water, pre -filter and final filter differential, finished water), flow rate (raw, finished), turbidity (raw, finished), particle count (influent, effluent), and residual chlorine (entry point). Established alarm conditions include high turbidity (raw, finished), residual chlorine level, filter pressure loss, and high particle count (finished), Contravention of the turbidity set points activates a solenoid valve that diverts flow to waste until the turbidity levels return to acceptable levels. Residual chlorine set point (high, low levels) contravention stops delivery of water to the domestic water system. The design capacity for this system is based on the following data: Source Capacity Well No. 1 Yield Pump 25 gpm 25 gpm Source capacity 'will be limited by yield and pump capacities, therefore, source capacity will be 20,000 gpd which is the design capacity established for the provisional evaluation period. Treatment Facilities Filtration capacity = 1 filter @ 25 gpm/filter = 25 gpm Storage Capacity Pressure Storage = (1 / 3) (158 gallons) = 53 gallons Existing: 1 connection (600 students/staff) Orchard View Elementary School Engineering Description Sheet Page 3 of 3 The design capacity for this system will be limited by well yield and storage capacity; therefore, the system design capacity will be 20,000 gpd. HTE/bt COUNTY of FREDERICK June 19, 2000 Inspections Department John S. Trenary, Building Official a 540/665-5656 Lantz Constriction Fax 540/678-0682 Attention: Butch Mongold ryr7 600Airport Road y�iy� Winchester, VA 22602 .Jul\] 1 o z000 RE: Permit 4610-99 Back Creek Elementary School Occupancy Permits DEPT, OF PLANNI'IG/DEVELOPMENT Dear Mr. Mongold: As I indicated in our recent phone conversation, it was brought to my attention that the school was conducting public and student tours of the new facility. Please be aware of the following requirements in Section 118 of the Uniform Statewide Building Code/1996: 118.1 General: A certificate of occupancy, indicating completion of the work for which a permit was issued, shall be obtained prior to any occupancy of a structure except as provided for hi Section 118.2. Final inspection approval or approvals shall be permitted to serve as the certificate of occupancy for any addition or alteration to a structure for which a certificate of occupancy has already been issued. 118.2 Temporary occupancy: Upon the request of the holder of a permit, a temporary certificate of occupancy shall be permitted to be issued before the completion of the entire work covered by the permit provided that such portion or portions shall be occupied safely prior to full completion of the stricture without endangering life or public welfare. The occupancy of the building without obtaining the above is a violation of the building code. If you have any questions or if there are any areas of the structure you would request the Building Inspections Department, Planning and Zoning Department- along with the Fire Marshal to evaluate for temporary use and occupancy please call and schedule at (540) 665-5656. We will inspect the area for minimum safety requirements. Sin John S. Trenary, Building Code C JST/jao cc: Denny Linaburg, Frederick County Fire & Rescue Evan Wyatt, Frederick County Planning and Zoningv--- Al Onidorff, Frederick County Public Schools file 107 North Kent Street • Winchester, Virginia 22601 _ COUNTY OF FREDERICK, VI*IA INSPECTI • DEPARTMENT OF Caller Time Called 3:OO / Date Called p31 +y0 �'l' �' II �(l Date Requested b'►� r00 Phone No. Time Requested ^~_ _ �- '''� A Date of 1 Inspection [in 100 Received By - -- PERMIT HOLDER NAME RT. NO. Lot No. SEC. No. SUBDIVISION STREET NAME DIRECTIONS _ �'�^� ��� �' �'{''-''`- BUILDING NO. u2_9 c00tJ `(moo _ PLUMBING NO. 3-7 01 i(J ELECTRICAL NO. 00 MECHANICAL NO. SIGN NO. -- DISTRICT�K PERMIT FOR: — Type of-InsVection Residential n' r h L 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 Gas Piping/Test Final Plumbing Special/Complaint Other: — --- - -- - Time In: _ _ — Temperature _ _ ___ _ Cut in No. Time Out: —___ Weather Results: Approved v' _ - Rejected Comments: �. - - - — - -- ('r�l -,� 1-y1 C • CJ . Date Signature �� / COUNTY OF FREDERICK, VIR DEPARTMENT OF INSPECTIONW 0 Caller a,-,T_- l c pj-,'j_VL 7, Time Called Phone No. C 017 O Time Requested Received By `'r ,J �` • �. ; g TT Date Called Date Requested 130 Date of Inspection PERMIT HOLDER NAME RT. NO. ,Z Lot No. SEC. No. SUBDIVISION STREET NAME M I DDT __ - — DIRECTIONS VA�t v � TLC �J � K � ITT _ _ _ BUILDING NO. (1210-2j CµE�T- Ft 1 Q'i (oZ`� PLUMBING NO. t.r"? 000j071Y is � UN;il1:_ �' - 3-7 ELECTRICAL NO. PJ ( I— ) MECHANICAL NO SIGN NO. DISTRICT BRCK ( PERMIT FOR: N'o'4zD�Ly U- _T v JC *p4t- Type of Inspection Residential i N �T UT ;rJ A t_. 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 Gas Piping/Test Final Plumbing Spec iallComplaint Other: - - Time In: 10:00 ^ H Temperature Cut in No. Time Out: 10 `30 ^''"t Weather Results: Approved �Z Rejected Comments: l -= TAU `,-7 - C#2^_3�, - �\ � ~jo tic �c+KP L:TC By �/►CK� - QZ F �rj . Date 3ol00 Signature COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAY: 540/ 678-0682 August 30, 1999 Frederick County Public Schools Attn: Dr. William Dean, Superintendent 1415 Amherst Street Winchester, VA 22601 RE: Approval of Back Creek Elementary School Site Development Plan #16-99 Dear Dr. Dean: Frederick County administratively approved the referenced plan on August 27, 1999. The approved plan calls for the development of a 74,098-square-foot elementary school, the construction of paved parking, loading, service, and bus loop areas, the provision of 119 parking spaces and concrete pedestrian walkways, the development of well and drainfield areas, the installation of two soccer fields, two ball fields, and two paved play areas, the provision of fire lanes with appropriate signage and fire hydrants, the construction of a stormwater management facility, the installation of flashing signals and school zone signage and the relocation of an access drive. It should be noted that the approved plan contains narratives which identify potential addendums to the drainage design along Middle Road and the elimination of an on -site water storage system should it be determined that the Frederick County Sanitation Authority well site will accommodate this facility. Please find enclosed two copies of the approved master development plan with appropriate signatures for distribution to all relevant parties. Our department has already provided an approved copy of this plan to the general contractor to maintain on -site. The general contractor will need to contact this office to schedule inspections as needed to obtain an occupancy permit for this facility. Please do not hesitate to contact me if you have any questions regarding the information in this letter. Sincerely, I, L'CL 4 V Vi 1 Evan A. Wyatt, t CP Deputy Director EAW Enclosure cc: Margaret B. Douglas, Back Creek District Supervisor Trevor Kimzey, Oliver, Webb, Pappas & Rhudy, Inc. Max Clatterbuck, Lantz Construction Company, Inc. UAEvan\ConnnomRf:\91: WS\BackcrecklilementarysclwolSiteplan.approval.wpd 107 North bent Street • Winchester, Virginia 22601-5000 • 1. Project Title: 2. Location of Property (street address) 3. Property Owner: Address: 00 SITE PLAN APPLICATION Back Creek Elementary School Middle Road (Sec. Rt. 628) Back Creek Magisterial District Frederick County, VA Frederick County School Board 1415 Amherst Street Winchester, VA 22601 Telephone: (540) 662-3888 4. Applicaht/Agent Trevor M. Kimzey, E.I.T. Address Oliver, Webb, Pappas & Rhudy, Inc. 200 W. Country Club Drive Plaza I, Building E Blacksburg, VA 24060 Telephone: 5. Designer: Address: (540) 552-2151 Trevor M. Kimzey, E.I.T. Oliver, Webb, Pappas & Rhudy, Inc. 200 W. Country Club Drive Plaza I, Building E Blacksburg, VA 24060 Telephone: (540) 552-2151 Contact: Trevor M. Kimzey 6 0 • 6. Is this an original or revised site plan? Original x Revised 7a. Total acreage of parcel to be developed: 35.89 7b. Total acreage of parcel: 37.75 8. Property Information: a) Property Identification Number: 74-A-4B b) Current Zoning: EA c) Present Use: Agricultural d) Proposed Use: Educational e) Adjoining Property Use(s) Agricultural Orchard f) Adjoining Property Identification Number(s) 74-A-3; 74-A-4A; 74-A-4; 74-A-4C; 62-A-3B g) Magisterial District(s) Back Creek 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: 4 / 13 / 99 7 CHARLES D. NOTTINGHAM ACTING COMMISSIONER �,. COMMONWEALTH of VIRCjINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY 14031 Old Valley Pike Edinburg, VA 22824 October 29, 1999 Mr. Scot W. Marsh, L.S. c/o Marsh & Legge Land Surveyors, P.L.C. 560 North Loudoun Street Winchester, VA 22601 Dear Scot: JERRY A. COPP RESIDENT ENGINEER Ref: R & T Packing Corporation (plat) Back Creek Elementary School Route 628 (Middle Road) Frederick County A VDOT review has been completed on the final plat dated 10/26/99 for the referenced project. The plat appears to reflect the information shown on the approved project plans and is, therefore, approved by this letter. Please indicate on the plat that the dedication is to Commonwealth of Virginia. We are returning five (5) signed copies of the plat to your office, one copy is being retained for our work file. Please provide one copy of the plat of dedication fully signed for VDOT permanent file whenever available. If there are any questions, please feel free to call. Sincer ly, Barry J. Sweitzer,/Trans. Road ay Engineer For: Steven A. Melnikoff, Transportation Engineer BJS/vcz Attachments xc: Mr. D. A. Heironimus Mr. Kris Tierney NOV0 5 1999 DEPT. OF PLA%',%°^: ')EVEL0 !ENT WE KEEP VIRGINIA MOVING I .f.,��ti'SiM� j • v A COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION DAVID R. GEHR EDINBURG RESIDENCY JERRYA-COPP COMMISSIONER 14031 OLD VALLEY PIKE RESIDENT ENGINEER P.O. BOX 278 TELE (540) 984-5600 EDINB URG, VA 22824-0278 FNc (540) %4.5607 May 27, 1999 David R. Stanley Ref: Back Creek Elementary School c/o APAC — Virginia, Inc. Route 628 P. O. Box 339 Frederick County Stephenson, VA 22656 Dear Mr. Stanley: In accordance with your request dated May 26, 1999, 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 is to be in accordance with the current lVork Area l'rolection Manual while working on the right-of-way. • All work on the right-of-way is to be confined to the temporary entrance location only. • A minimum 6" depth of VDOT 111 (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. • A wash rack will be required. • A 18" temporary culvert will be required. • 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 and Se(liment Control Handbook, Specification 3.02. • The entrance is to be installed at the location shown on the site plan prepared by Oliver, Webb, Pappas, & Rhudy, Inc dated March 26, 1999. 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, '4L 4, Dave A. Heironimus Highway Permit and Subdivision Specialist, Sr. /ep Attachment pc: Mr. S. A. Melnikoff, Mr. William Stover, Mr. Kris Tierney WE KEEP VIRGINIA MOVING RECEIVE® MAY 2 8 1999 "PI IF PLANNING/DEVELOPMENT 5 r -, 16 9`'1 COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION DAVID R. GEHR EDINBURG RESIDENCY COMMISSIONER 14031 OLD VALLEY PIKE P.O. BOX 278 EDINBURG, VA 22824-0278 May 17, 1999 JERRY A. COPP RESIDENT ENGINEER TELE (540) 984-5600 FAX (540) 984-5607 Mr. Trevor M. Kimzey, E.I.T. Ref: Back Creek Elementary School C/O Oliver, Webb, Pappas & Rhudy, Inc. Route 628 (Middle Road) 200 W. Country Club Drive Hwy. Project #0628-034-106, C501 Plaza I, Building E Frederick County Blacksburg, VA 24060 Dear Trevor: As mentioned in our earlier review letter dated April 28, 1999 for the referenced project, additional VDOT comments follow and are shown in red on Plan Sheet C7 (attached). 1. A 200' right turn lane with 100' taper should be provided at the west entrance to the bus loop. 2. The left turn lane shown on the east end of the site to the service area entrance should be 200' full 12' width w/ tapers as shown on the first site plan submittal. Care should be exercised in providing a paint striping plan utilizing all the red marking and notation shown to delineate lane and turn lane separation. Consideration should be given to the use of Flashing School Speed Limit Signs for the School ?one. Existing speed and sight distances should be shown on the plans. When all the above comments have been addressed and a paint striping plan sheet has been added to the plan assembly, please provide one set of revised plans to VDOT for final review. If there are any questions, do not hesitate to give me a call at (540) 984-5631. Sincerely, - Barry J. Sweitzer, Trans. Roadway Engineer For: Steven A. Melnikoff, Transportation Engineer BJS/rf Enclosure xc: Mr. Dave Heironimus, Mr. Kris Tierney WE KEEP VIRGINIA MOVING RECEIVED MAY 2 5 1999 DEPT, OF PLANNING/DEVELOPMENT y 9; COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION DAVID R. GEHR EDINBURG RESIDENCY COMMISSIONER 14031 OLD VALLEY PIKE EDINBURG, VA 22824-0278 April 28, 1999 Mr. Trevor M. Kimzey, EIT C/O Oliver, Webb, Pappas & Rhudy, Inc. 200 Country Club Drive Blacksburg, VA 24060 Dear Trevor: JERRY A. COPP RESIDENT ENGINEER TELE (540) 9EW5600 FAX (540) 964-5607 Ref: Back Creek Elementary School Route 628 (Middle Road) Highway Project #0628-034-106, C501 Frederick County A VDOT review has been partially completed on the preliminary plan dated March 26, 1999 for the referenced project. A portion of the plan is being forwarded to VDOT's Traffic Engineer in the Staunton District Office for review of the turn lanes and tapers. Also, a recommendation for paint striping would be made regarding the lanes and tapers. Residency comments are as follows and as shown in red on the plan sheets: Plan Sheet C1 1. A location map as specified on the attached "Entrance Permit Plan Check List" should be provided. Plan Sheet C2 2. Distance to nearest VDOT road intersection from site entrance should be shown. Those provided in red have been taken from VDOT Project #0628-034-106, C501 road plans. A copy of Plan Sheets 2 & 6 from the project are enclosed. The CD-1's shown on Sheet 6 of those plans should be discovered during construction and tied into the proposed storm sewer to continue their function if possible. 3. The west boundary as revised on the plat recently reviewed by VDOT should be relocated to be in conformance on the site plan. 4. The proposed CG-6 as shown on the site plan should be changed to CG-7 wherever located within VDOT right-of-way. The CG-7 should be used in areas of functional speed limit of 45 MPH or greater. 5. Standard CG-8 has been discontinued as a VDOT standard. The three access entrances shown for this site should utilize Standard CG-1 1. WE KEEP VIRGINIA MOVING Ms. Trevor Kimzey Ref: Back Creek Elementary Schoo• April 28, 1999 Page #2 Sheet C4 6. On Item M and P of the Structure Schedule and at the extensions of existing multiple culvert lines, the proposed VDOT EW-6's should not be used. The appropriate VDOT Special Design Concrete Slab End Treatment; Special Design Drawing #2045 (copy attached) should be used at the indicated locations. 7. The lengths of all proposed culverts and culvert extensions should be shown on the plan sheet and should be summarized for estimating purposes and as information for use by inspectors. Sheet C8 8. The following additional VDOT detail sketches should be shown on the plans: CG-2 (if used) Special Design #2045 CG-7 MH-1 CG-1 1 ES-1 CG-12 (current edition) IS-1 (Inside DI) All the above comments should be addressed as well as any other comments shown in red on the check list and plan sheets should be addressed. When all the foregoing concerns have been considered, please send one revised set of plans for review. If there are any questions, please feel free to call. BJS/rf Enclosures xc: Mr. J. B. Diamond, Attn Mr. Dave Heironimus Mr. Kris Tierney Sincerel , Barry J. Sweitzer Trans. Roadway Engineer For: Steven A. Melnikoff Transportation Engineer Mr. Sam Clem (w/ attachments) REC: -- .0 MAYOR DEPT. OF PLANNINWVEL. "' N T C: COUNTY of lli REDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 673-0632 July 21, 1999 Oliver, Webb, Pappas & Rhudy, Inc. Attn: Trevor M. Kimzey, E.I.T. 200 West Country Club Drive Plaza I, Building E Blacksburg, VA 24060 RE: Back Creek Elementary School Site Plan Dear Mr. Kimzey: As you know, I have been coordinating with various review agencies to determine the appropriate information that needs to be incorporated onto the referenced plan. The purpose of this letter is to provide you with the information that has been agreed to by the School Administration which, once provided, will allow our department to grant administrative approval to this plan. 1) Approval by the Department of Fire and Rescue Thi's review is outstanding due to the School Administration's desire to explore the potential of utilizing an off -site well as the primary water source. Preliminary testing of this water source appears positive at this time; however, it will probably be well into August before a final decision is made. Now that the sprinkler design is complete, the on -site water source needs are known; therefore, approval by the Department of Fire and Rescue can be achieved by providing the following information on the Site Plan: A) Delineate the location and indicate the holding capacity of a structure that can provide an adequate on -site water supply. B) Provide a tap off of the on -site water supply source that ties into the fire hydrant system throughout the site. C) Incorporate a narrative on Sheet C2 which states: An off -site water supply is being studied by the Frederick County Sanitation Authority. Should this water supply be determined to be adequate, the School Administration will request that provisions be made to tie into this system. The use of this off -site water supply will eliminate the need for the on -site water supply structure that is depicted on the Site Plan. An adequate off -site or on -site water supply will be provided, inspected, and approved prior to the issuance of a Certificate of Occupancy Permit for this facility. 107 North Dent Street • Winchester, Virginia 22601-5000 Page -2- Kimzey Letter July 21, 1999 2) Approval by the Virginia Department of Transportation and the Department of Public Works These reviews are outstanding due to the School Administration's desire to explore the potential of obtaining an off -site drainage easement that, if obtained, will allow for the elimination of three 24" RCP's. Approval by the Virginia Department of Transportation and the Department of Public Works can be achieved by providing the following information on the Site Plan: A) Incorporate a narrative on Sheet C4 which states: An alternative storm sewer design is being prepared by the project engineer. This design would allow for the elimination of the three 24" RCP's located adjacent to, and on the south side of, Middle Road. Should this design be approved by the Virginia Department of Transportation and the Department of Public Works, a revised sheet will be submitted for inclusion in the Site Plan. All improvements required for the storm sewer design will be implemented prior to the issuance of a Certificate of Occupancy Permit for this facility. Please revise the Site Plan to reflect this information and provide me with one copy of the applicable sheets. I will coordinate a meeting with all outstanding review agencies, and utilize these sheets to obtain approvals. Once these approvals have been granted, I will need you to provide me with six copies of the final site plan for appropriate approval signatures, as well as a reduced copy of the final site plan that I can use for field work. Please do not hesitate to contact me if you have any questions regarding the information in this letter. Sincerely, &0-� � . C _, &P t--1 Evan . Wyatt, Y � Deputy Director EAW cc: Thomas Sullivan, Assistant to the Superintendent Denny Linaburg, Fire Marshal Joe Wilder, Assistant County Engineer Steve Melnikoff, Virginia Department of Transportation Max Clatterbuck, Lantz Construction Company U?Evan\Common\REVIEW S\6ackCrcckElcmcntarySchoolS itcPlan-Outstandinglssur ]ulyI999.wpd E r� FAX TRANSMISSION FREDERICK COUNTY PLANNING DEPARTMENT 107 North Kent Street Winchester, VA 22601 (540)665-5651 Fax: (540) 678-0682 To: Thomas M. Sullivan Date: Fax #: (540) 722-2788 Pages: From: Evan A. Wyatt Subject: Back Creek Elementary School Site Plan COMMENTS: Tom: July 21, 1999 3, including this cover sheet. Please find attached the letter that I have E-mailed to Trevor Kimzey. Please provide Mr. Pappas with a copy and ask him to contact me if he has any questions. Hopefully this will finalize all outstanding issues and allow our department to approve the Site Plan and all construction permits for this project. I hope this information is of assistance. Have a good day! Back Crcck Rc%-icw is • Subject: Back Creek Review Date: Fri, 9 Jul 1999 12:09:44 -0400 From: "Trevor Kimzey E.I.T" <owpr@swva.net> To: <ewyatt@co.frederick.va.us> Evan: Regarding the site plan review approvals that you need prior to Final Site Plan Approval and the building permit: VDOT: I have mailed out the revised plans with all review comments addressed; VDOT should receive them Monday or Tuesday. I have talked with Steve Melnikoff to explain the situation and request that he review my revised plans immediately upon receiving them. Steve said that they would move swiftly once they received them so as to pass on plan approval to you and me. Building Inspections: Site plan approval has been granted; you should have a copy of the plan approval sheet from this department dated 5/10/99. Public Works: I spoke with Ed Strawsnyder this morning (Friday). Ed said that he told you yesterday that the plans were approved as far as his department was concerned. I requested a written plan approval letter be sent to me and copied to you; Ed is sending the letter as requested. Fire Marshall: As I understand it, this particular approval is now wrapped up in the well testing and approval as well as some other considerations. I have not received any written site plan approval from the Fire Marshall. I think that you would be able to get a much straighter and more informative answer about this if you were to contact the Fire Marshall. Parks and Rec: Site plan approval has been granted; you should have a copy of the plan approval sheet from this department dated 6/28/99. Count% Health Department (Nell abandonment): There is no approval of this; there is simply a permit/fee that must be filed through the county health department prior to the well abandonment. Karl Evans and I spoke about this several times; he says there should be no problem with abandoning this during construction. Office of Water Programs (new well): The final well approval cannot be granted until the well has been tested for capacity, draw down, and bacteria. The proposed location is fine as long as the well itself can pass the necessary tests. If you need a written letter stating this information, please let me know; otherwise, final well approval will have to wait until all testing is complete. Virginia Department of Health (drainfield): Site plan approval has been granted; you should have a copy of a plan approval letter from Karl Evans with VDH dated 6/ 1 /99. I will be in the office Monday morning at 7:00 a.m. Please call me if you have any questions regarding the status of these reviews. I hope that we can get all of this cleared up very soon. We appreciate your cooperation in this whole process. Sincerely, Trevor M. Kimzey, E.I.T. Civil Engineer LAPT-L- to&,; - O ► 3 a H sic C, lai�e� 6x, 1 of 1 7/12/99 9:28 AM Ocr4 4. 1. 1 J Cd F:LA--t M�- Li e BaUT-reek Elementary School Subject: Back Creek Elementary School Date: Wed, 14 Jul 1999 14:21:14 -0400 From: "Sweitzer, Barry" <BSWEITZER@vdot.state. Va. us> To: "'Oliver, Webb, Pappas & Rhudy, Inc."' <owpr@swva.net> CC: "'Kris Tierney"' <KTierney@co.frederick.va.us>, "'Evan Wyatt"' <ewyatt@co.frederick.va.us>, "Heironimus, David (Dave)"<Heironimus_D@vdot.state. Va. us>, "Melnikoff, Steve" <SMELNIKOFF@vdot.state. va.us> <<...>> Commonwealth of Virginia - Department of Transportation Edinburg Residency 14031 Old Valley Pike Edinburg, VA 22824 (540) 984-5600 - Fax (540) 984-5607 July 14, 1999 Mr. Trevor M. Kimzey, E.I.T. Oliver, Webb , Pappas & Rhudy, Inc. 200 North Country Club Drive Blacksburg, VA 24060 Ref: Back Creek Elementary School Route 628 (Middle Road) Frederick County Dear Trevor: This is to acknowledge receipt of your revised plans dated March 26, 1999 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 the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT 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 development. * 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. 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 permit is issued by this office and will require a minimum processing fee, surety bond coverage, and the salary & expenses of a State assigned Inspector. Any signs to be installed will be in accordance with attachments. l of 2 7/ l 5/99 4:03 PM 91 13a6k: %creek Elementary School * I suggest any utilities and/or storm sewer placed within the proposed right-of-way be backfilled completely with C.R. Type 21-B Stone. This will greatly reduce the possibility of any pavement settlement. * A copy of any/all plats of dedication for drainage easements or additional right-of-way required for implementation of this proposed project should be provided to VDOT prior to issuance of any land use permit. Dedication should be made to the Commonwealth of Virginia. * The pavement striping within VDOT right-of-way should be accomplished by the contractor as an item on the contract. The note on Plan Sheet C7 relating to pavement striping should be removed and a revised Sheet C7 provided. * This approval is given to cover either proposal as to drainage treatment plan as developed by Frederick County. a. Storm sewer system along the site frontage with Route 628 (Middle Road). b. Diversion by appropriate sized culvert(s) under Route 628 (Middle Road) and through open special design ditch along the north side of Route 628 to the point of natural drainage. Should you need additional information, do not hesitate to call. Sincerely, Barry J. Sweitzer, Trans. Roadway Engineer For: Steven A. Melnikoff, Transportation Engineer BJS/rf Attachments (sent under separate cover) xc: Mr. Dave Heironimus Mr. Kris Tierney Mr. Evan Wyatt 2 of 2 7/ 15/99 4:03 PM • is Oliver, Webb, Pappas & Rhudy, Inc. 200 Country Club Drive Plaza One Building > Blacksburg, Virginia 24060 Tel: (540) 552-2151 FAX: (540) 951-0219 e-mail: owpr@swva.net June 16, 1999 Evan Wyatt Department of Planning and Development County of Frederick 107 North Kent Street Winchester, VA 22601-5000 RE: Site Plan for Back Creek Elementary School A/E Comm. # 9865 Dear Evan: At the recommendation of VDOT and Frederick County Department of Public Works, there are some significant revisions being proposed to the storm drainage system along Middle Road. Enclosed please find a progress print of the revised Site Grading, Drainage and ESC Plan. Also enclosed is a copy of the proposed ditch sections. These same enclosures are being reviewed by VDOT, Frederick County Department ofPublic Works, Tom Sullivan, and Lantz Construction for feasibility, possible revisions to Right -of -Way and adjacent properties, and change in cost. I am sending these to you so that you may remain aware of the possible changes, provide comments if necessary, and be advised if your assistance is requested by one of the other review parties. Please do not hesitate to contact me if you have any questions regarding the information in this letter. Sincerely, Trevor M. Kimzey, E.I.T. Civil Engineer Enclosure (2) Cc: File RECEIVED JUN181999 DEPT, OF PLANNINGIDEVELOPMENT 9'9dW 11.wpd J Z 1 GRASS LINING .1. :2 1.00 % CONSTANT MINIMUM SLOPE TYPE 1 DITCH NO SCALE GRASS LINING CONSTANT SLOPE BETWEEN INVERTS SHOWN ON PLANS TYPE 2 DITCH No SCALE U _Z GRASS LINING 2'-0" CONSTANT SLOPE BETWEEN INVERTS SHOWN ON PLANS TYPE 3 DITCH NO SCALE Request For Site Plan Comments Department of Planning and Development Mail to: Department of Planning and Development Attn: County Planner 107 North Kent Street Winchester, VA 22601 (540) 665-5651 Hand deliver to: 107 N. Kent Street Fourth Floor Winchester, VA APR 141999 (540) 665-5651 DEPT. OF PLANNING/DEVEI.OPMENT 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: Trevor M. Zimzey, R.I.T. Address: Oliver, Webb, Pappas & Rhudy, Inc., 200 W. Country Club Drive Plaza I, Building E, Blacksburg, VA 24060 Phone Number: (540) 552-2151 Name of development and/or description of the request: Back Creek Elementary school Location of property: Middle Road, Back Creek Magisterial District, Frederick County, VA Planning and Development's Comments: 16 Oliver, Webb, Pappas & Rhudy, Inc. _-M Country Club Drive I'laza One Building E Blacksburg, Virginia 24060 Tel: (540) 552-2151 FAX: (540) 951-0219 e-mail: owpr@swva.net August 9, 1999 Evan Wyatt Department of Planning and Development County of Frederick 107 North Kent Street Winchester, VA 22601-5000 RE: Site Plan for Back Creek Elementary School A/E Comm. # 9865 Dear Evan: Enclosed please find the final site plans for your final site plan approval as we have discussed. There are six (6) full size site plan sets and one (1) half size set for your use. Please sign enclosed full size copies and distribute as necessary. Once again, I appreciate your willingness to coordinate these site plan, review efforts and assist in walking us through the process. If you have a-ly qucstiolls regpi-ding tlris letter and enclosures, please do not hesitate to call. Sincerely, Trevor M. Kimzey, E.I.T. Civil Engineer Enclosure: As noted above Cc: Thomas Sullivan, Assitt:>nt to the Suu�,in:� nscuc File 1� 1 ! , 10 199' P845028. wpd `� Oliver, Webb, Pappas & Rhudy, Inc, ARCHITECTS ENGINERUM 200 Country Club Drive Plaza One Building G Blacksburg, Virginia 24060 Tel: (540) 5.52-2151 PAX: (540) 951-0219 c-mail: owpr@swva.net July 27, 1999 Evan Wyatt Department of Planning and Development County of Frederick 107 North Kent Street Winchester, VA 22601-5000 RE: Site Plan for Back Creek Elementary School A/E Comm. # 9865 Dear Evan: In response to your July 21, 1999 letter I have revised the Site Plan as requested. herein please find civil plan sheets C2, C3 and C4; these three site plan sheets should show all the revisions that you requested. I trust that this will satisfy all the outstanding site plan approvals as you have indicated. Please contact me as soon as all the plan approvals have been granted so that I may send you the final site plan sets. I appreciate your willingness to coordinate these site plan review efforts. If you have any questions regarding this letter and enclosures, please do not hesitate to call. Sincerely, ./, -In Trevor M. Kimzey, E.I.T. Civil Engineer Enclosure: As noted above Cc: Thomas Sullivan, Assistant to the Superintendent File 986510_'O.wpd COUNTY of FREDERICK Department of Planning and Development 540/665-5651 SAX: 540/ 673-0632 , 1999 Oliver, Webb, Pappas & Rhudy, Inc. Attn: Trevor M. Kimzey, E.I.T. 200 West Country Club Drive Plaza I, Building E Blacksburg, VA 24060 RE: Review of Revisions to Preliminary Site Plan for Back Creek Elementary School Dear Mr. Kimzey: I have had the opportunity to review the revisions to the referenced plan as requested in my letter to you dated April 28, 1999. The majority of the comments have been adequately addressed; however, there are a few minor comments that are outstanding. Please ensure that these comments are incorporated into the final site plan for this project: 1) Please revise the metes and bounds description for the distance on the western property boundary to state 640.79 feet in -lieu -of 757.96 feet. (Sheet C1) 2) Please account for the source that prepared the survey information for the designated drainfield easement area. This source should be delineated under General Notes 7 with the information for Marsh & Legge L. S. (Sheet C 1) 3) Please revise the Parking Space Calculations to state Parking Provided 119 in -lieu -of Parking Provided 123. Our department received the requested letter from Tom Sullivan which accounts for the 199 parking spaces. (Sheet C1) It will not be necessary to provide me with a copy of this site plan which reflects these minor comments. Once you have obtained approved review agency comments from the agencies listed in my April 18, 1999 letter, I will need you to provide me with six copies of the final site plan for appropriate approval signatures, as well as a reduced copy of the final site plan that I can use for field work. Please do not hesitate to contact me if you have any questions regarding the information in this letter. Sincerely, .Evan A. Wyatt, AIS Y Deputy Director EAW/Attachment cc: Thomas Sullivan, Assistant to the Superintendent U \Evan\Common\REVIEWS\UackCieckElemenLuySchoolSitePlatiRc%iewApn11999Revaiom wild 107 North Kent Street - Winchester, Virginia 22601-5000 Oliver, Webb, Pappas & Rhudy, Inc, rL200 Country Chub Drive Plata One Building E Blacksburg, Virginia 24060 Tel: (540) 552-2151 , EAX: (540) 951-0219 e-mail: owpr@swva.net May 17. 1999 Evan Wyatt Department of Planning and Development County of Frederick 107 North Kent Street Winchester VA 22661-50U0 RE: Site Plan Review for Back Creek Elementa►y School A/E Comm. # 9865 Dear Evan: I received your site plan review comments dated April 28, 1999 and have had the opportunity to review and address them. I think you will find all of your concerns adequately addressed as indicated in the following responses and the enclosed site plans. 1. The boundary survey information has been revised to reflect the plat prepared by Marsh & Legge. (See sheets C1, C2, C3) 2. These P.I.N.s have been revised as requested. (See sheet Cl) 3. These land use descriptions have been revised as requested. (See sheet Cl) 4. The total site area has been revised to state 37.3499 acres. (See sheet Cl) 5. i he survey date has been revised as requested. (See sheen, C 1) 6. The building setback lines have been revised as requested. (See sheets C2, C3) 7. The hatch pattern in the pavement portion of the legend has been revised. (See sheet Cl) 8. Erosion Control Note #5 was clarified in an addendum; this change is now included on the site plan. (See sheet Cl) 9. The requested information regarding the building identification sign has been provided. (See sheets C2, C8) 10. The dumpster has location has been added to the site plans. Due to the great distance to the nearest adjacent property and structures, no additional screening has been provided beyond that which is offered by the building and the grade. ;;Sec sheet C2) 9865/009.tvpd E • Evan Wyatt Page 2 May 17, 1999 11. The general notes have been revised as requested. (See slieet Cl) 12. The speed limit information has been provided for Middle Road as you requested. (See sheets C2, C8) 13. The ingress/egress easement has been provided as you requested. (See sheets Cl, C2, C3) 14. The wording for the drainfield area has been revised, as you requested, to read "Designated Drainfield Easement". (See sheet C2) 15. As you requested, a letter from the School Administration shall be sent explaining the parking space provisions. 16. The parking lot layout and associated calculations have been revised. As we discussed, Frederick County Public Schools has specifically requested the painted islands instead of raised islands; the islands remain as originally submitted. (See sheets Cl, C2) 17. There are no environmental features to be addressed on site; this has been indicated as you requested. (See sheet Cl) 18. The site landscaping is being provided for with a $30,000 allowance in this contract. Frederick County Public Schools is responsible for making landscaping design arrangements apart from these site plans. I have addressed each of the site plan review comments; I hope that these responses satisfy the site plan review for the Department of Planning and Development. Please do not hesitate to contact me if you have any questions regarding the information in this letter. Sincerely, Trevor M. Kimzey, E.I.T. Civil Engineer Enclosure (1) Cc: Tom Sullivan (FCPS) File 9665/009. tvpd federick County Public ScAols 1415 Amherst Street Post Office Box 3508 Winchester, Virginia 22604-2546 Telephone: (540) 662-3888 — FAX (540) 722-2788 Administrative Assistant to the Superintendent May 19, 1999 Mr. Evan Wyatt, Deputy Director Department of Planning and Development County of Frederick 107 N. Kent Street Winchester, VA 22601 Dear Evan: I would like to take this opportunity to respond to item number 15 of the preliminary site plan review for Back Creek Elementary School, which you provided to Trevor M. Kimzey of Oliver, Webb, Pappas & Rhudy, Inc., in your correspondence dated April 28, 1999. As part of the construction of Back Creek Elementary School, which will have a capacity of 550 students, we have proposed the installation of 119 vehicular parking spaces to serve the new facility. Stonewall and Indian Hollow Elementary Schools are two of our schools with similar enrollment capacities of 550 students, and have 80 and 105 parking spaces, respectively. We are confident the proposed 119 parking spaces for Back Creek Elementary School will be more than adequate to meet our current and future needs. The number of parking spaces proposed for the school site is sufficient for a total staff of approximately 66 employees and visitors during the regular school day. In addition, we have reviewed the attendance data we experience at other school sites as a result of special events such as concerts, plays, and meetings held throughout the year. We expect total attendance for these events to range between 300 and 400. The number of parking spaces proposed for the new Back Creek site is adequate for the attendance we anticipate for these types of events. If you should have any questions or concerns in regard to this matter, please do not hesitate to contact me at your earliest convenience. Sincerely, /hornas Sullivan Administrative Assistant to the Superintendent V p.c.: Mr. Trevor Kimzey, Oliver, Webb, Pappas & Rhudy, Inc. RE C'E"AE MAY 2 01999 DEPT, OF PLAN NINGIDEVELOPMENT COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/678-0682 April 28, 1999 Oliver, Webb, Pappas & Rhudy, Inc. Attn: Trevor M. Kimzey, E.I.T. 200 West Country Club Drive Plaza I, Building E Blacksburg, VA 24060 RE Preliminary Site Plan Review for Back Creek Elementary School Dear Mr. Kimzey: I have had the opportunity to review the referenced plan. Please revise this site plan to incorporate the appropriate information based on the following comments: ✓1) Please revise the boundary survey information, description, and location to reflect the most recent survey prepared by Marsh & Legge Land Surveyors, P.L.C. This survey, dated April 15, 1999 has not been approved by Frederick County and recorded as of the date of this letter; however, it is my understanding that our Subdivision Administrator has conducted a review of the most recent survey and will sign -off on it once all applicable agencies have signed the plat. (Sheet C1, C2, C3) ✓2) Please revise the P.I.N. for the R & T Packing Corporation parcel located adjacent to the proposed stormwater detention facility to read 74-A-4C. This represents the P.I.N. assigned by Marsh & Legge Land Surveyors, P.L.C. on the April 15, IT survey plat. (Sheet C 1) /3) Please revise the adjoining property land use for P.1.N. 74-A-3, 74-A-4C, and the southeastern portion of 74-A-4 that is adjacent to the barn structure to state Orchard instead of Agricultural. (Sheet C 1) ,4) Please revise the total site area to state 37.3499 acres instead of 37.03 acres. This represents the acreage assigned by Marsh & Legge Land Surveyors, P.L.C. on the April 15, 1999 survey plat. (Sheet Cl) V/5) Please revise the survey information date under General Notes to state April 15, 1999 instead of February 18, 1997. 1 believe that this general note, as well as the following notes need to be renumbered as well. (Sheet CI) ✓6) Please revise the location and dimensions of the required building setback areas for the entire site. Frederick County requires a 100 foot setback from the property line when the adjoining land use is Agricultural, and a 200 foot setback from the property line when the adjoining land use is Orchard. (Sheet C2, C3) ✓7) Please revise the hatch pattern for the Pavement portion of the Legend to be consistent with the hatch pattern used on the detailed site plan. (Sheet C 1) /8) Please modify the information within Erosion Control Notes #5, as it is not legible. (Sheet C 1) 107 North Kent Street - Winchester, Virginia 22601-5000 Page -2- Kimzey Letter April 28, 1999 �Od fy /6 _It's 6) Please provide dimensional and height information for the building identification sign located adjacent to Middle Road. (Sheet C2, C8) Please provide the location of outdoor trash receptacles and the method utilized to enclose them. If no outdoor trash receptacles are proposed, please incorporate a narrative under General Notes on Sheet C 1 to that affect. Please include information under General Notes #6 which states Maximum Height Permitted - 35'. This will prevent confusion with the information which reads 26-8" max. (Sheet C1) Please provide the posted speed limit for this segment of Middle Road, or provide information that states No Posted Speed Limit if this is not posted. Please ensure that there is a minimum distance of 200 feet between all proposed entrances if the speed limit is greater than 35 mph or if there is no posted speed limit. (Sheet C2) Please incorporate the access easement information for the relocated private access road as reflected by the most recent survey prepared by Marsh & Legge Land Surveyors, P.L.C., dated April 15, 1999. (Sheet C2, C3) Information regarding a Dedicated Drainfield Easement appears on Sheet C 1, C2, and C3 which includes a surveyed metes and bounds description. However, this information is not depicted on the most recent survey prepared by Marsh & Legge Land Surveyors, P.L.C., dated April 15, 1999. Is this area proposed to be dedicated to another agency or party for acceptance and maintenance? If so, please provide all applicable information and reflect the new acreage for this area and the residual school site. If not, please revise this language to modify the word dedicated and state the intent of the area depicted by this metes and bounds description. The parking space calculations are correct, however, the School Administration desires less spaces than is required. Please provide a letter from the School Administration which reflects why they believe the proposed number is adequate. This letter should include information regarding the number of administration, teachers, and other staff that will work at this facility, as well as what parking exists at other elementary schools that will accommodate an enrollment of 550 students. The parking lot layout reflects four rows of parking containing 20 spaces per row; however, only 19 stalls per row are provided. It also appears that the islands at the end of these rows are painted and not raised. Raised islands are not a requirement in this zoning district, however, it would be beneficial to provide them for traffic control and landscaping opportunities. (Sheet C 1, C2) 17) Please provide the location of any environmental features which exist on -site. If no environmental features exist, please incorporate a narrative under General Notes on Sheet C 1 to that affect. ✓ .18) During the pre -bid conference, the contractors were advised that there was a $30,000 landscaping budget for this project. Please incorporate a landscaping plan as a component of this site plan. (Sheet C2) Page -3- Kimzev Letter April 28, 1999 Please revise your plan to reflect the comments specified in this letter and submit one copy of the revised site plan to my attention for review. Once I have received this information, I will advise you of the status of approval by our department. In order to receive final approval of this site plan, our department will need to receive verification of approval by the following agencies and departments: a, d , .� �Y'irginia Department of Transportation r-i-10 ' J Frederick County Building Inspections o K. 01'Frederick County Public Works �L •�� r' '�''7 —Ofrederick County Fire Marshal -4 Frederick County Parks and Recreation d - Frederick County Health Department (well abandonment) o'c Virginia Department of Water Programs (new well) Virginia Department of Health (drainfield approval) It has been suggested that a meeting with the county's Technical Review Committee (TRC) may be the most efficient method to expedite approval of this site plan. The next meeting of the TRC is scheduled for May 13, 1999 from 10:00 a.m to 12:00 p.m. at the County Administration Building. Please contact Rhonda Sargent in the Public Works Department at (540) 665-5643 by May 7, 1999 if you are interested in attending this meeting. The TRC is also an excellent resource for issues pertaining to the structural element of this process. I hope that the information in this letter is beneficial to your work on this project. Please do not hesitate to contact me if you have any questions regarding the information in this letter. Sincerely, _ r 1 r r Evan A. Wyatt, AICP Deputy Director EAW Attachment cc: Thomas Sullivan, Assistant to the Superintendent L Ev il:om maEVIEWS18ackCrockElanmhryScho01SitePimRrnew wpd f3acK CQaEK E�vyo►�r�.y V 0 0 SITE PLAN CHECKLIST The checklist below indicates all the information that needs to be submitted as part of the site plan application. All required information must be submitted prior to the final approval of any site plan. The Department of Planning and Development will review the application to ensure that it is complete. If any portion is not included or complete, the site plan application will not be accepted and returned to the applicant(s). Site Plan Package 1. One set of approved comment sheets are required from the following review agencies prior to final site plan approval. It is recommended that applicants contact the Department of Planning and Development to determine which review agencies are relevant to their site plan application. Virginia Department of Transportation (VDOT) Fredenck County Sanitation Authority —V Department of Planning and Development Inspections Department Frederick County Engineer (Public Works) Fredenck County Fire Marshal Department of Parks and Recreation 2. One copy of the Site Plan application 3. Five Copies of the Final Site Plan for approval 4. One reproducible copy of the Site Plan (if required) 5. A 35mm slide of the Site Plan (if required) County Health Department City of Winchester Town of Stephens City Town of Middletown Airport Authority Soil & Water Conservation District Request for Street Name 8 Site Plan Information Checklist The following information must be included on your site plan. If your site plan is incomplete or is missing information, it will not be reviewed and returned to you for revisions. Administrative Information Y N ✓ 1. Name of proposed development. 2. Name, address, and phone number of owner. 3. Name, address, and phone number of developer. 4. Name, address, and phone number of designer. ✓ 5. Certificate of surveyor, engineer, or architect. L6. Date plan prepared and date of revisions. 7. A listing of all conditions placed on the site as a result of a conditional use permit or conditional zoning approval. 8. A space labeled "Approved by the Zoning Administrator" for the approval signature and date of approval. 1JJ 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 C) Ok Scale of site plan (not to exceed 1 i50) AL-TIM1eucN Ga"Olc- SC*Lf ►� c.►�Fos�a� 1 s►ro.��a 13. North Arrow bt Q¢v►sED 14. Zoning of site 15 Use, zoning, and Property Identification Number (PIN#) of all adjoining properties. This includes properties located across right- of-ways, streams, and railroad tracks. 1� Surveyed boundaries for all lots and parcels. I • • General Site (con't) Y N 0 Acreage of all lots included in the plan. 1® The location and dimensions of all required setbacks and yard areas. 19. The location and type of all dwelling unfits. Tb 131E APVRoffD 8Y PA"S , 111 LROkn ✓ 2 Location and description of all recreation facilities. 21. Location of sidewalks and pedestrian ways. AIA 22. Location and area of common open space. 23 The location, height, and dimensions of all signs. ( CZ -b) oL Location, height, and specifications of outdoor lighting fixtures. _HLA- 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 Y/ 27 The height of all buildings and structures. nrc_wnE PEwInEb r+E'4.WT- ✓ 28. Location of all buildings, structures and uses. _VI/ 29. The proposed use of each building, structure and area. AIA 30. Ground floor area and total floor area of all buildings with FAR calculations for commercial and industrial zoning districts. Roads Y N 31. Name and number of existing and planned streets on and adjoining the site. 32. Location of existing and planned streets on and adjoining the site. ©3 Posted speed limit of existing adjacent roads. f 4 Location and dimensions of all proposed entrances from public right-of-ways. 'O isE Nf�R.o�m gY St DOT 35. Location of all entrances on adjoining roads within 200 feet of the proposed or existing entrance. f 36. Dimensions, boundaries, width, pavement, and construction of planned roads. GRM/eL ACCESS QAA,p (PRlva-m 10 Utilities of: w/Rt*- P2o&it/^S 37 Location of all utilities, including sewer and water lines with the size of lines, mains, and laterals. 3® Location and width of all easements, including access, utility, and drainage easements. wNo vs DED Ic AnVD Tb ? Location and nature of fire lanes, fire hydrants, and all other facilities necessary to meet Fire Code requirements. 1--vo-lb BE prmRc.tz By 1^IP.r /4Ae5rM L- arkin Y N eX sXMNOd* PoQ P#WV-1►u *AZA SVtF*cr vIFRfmcNT -n~ PM/4rMON1' 6 r4c" 5 CC I, 40 Calculations describing the required number of parking and loading spaces. MWW I,XMWL CrriN(o cf--"e EyAmr"7S 41. Location and dimensions of all parking and loading spaces, driveways, parking aisles, curbing and other features to be used. r' Location and dimension of all disabled parking spaces and ramps. 'M BE A"IWV b 8Y 8vILDI ` aPPI4.jAt Natural Features Y N v' 43. Existing and finished contour lines. 44 Location of steep slopes, woodlands, floodplains, wetlands, sinkholes, and other environmental features. 45. Location of streams and drainage ways. 1 0 0 • • • OLandscaping plan descnbing location and types of plants to be used. . 47. Location of required buffers and screening with cross sections or profiles. R E4948 A stormwater management plan with run off calculations and location and description of facilities to be used. Soil erosion and sedimentation control plan describing the location and methods to be used to minimize erosion and sedimentation during development. -m se ApeAovtp >sy Dseccrbc Dr- rasue woeKS 12 COUNTY of FREDERICK February 14, 2000 Inspections Departmen. John S. Trenary, Building Official 540/665-5656 Fax 540/678-00R'- Oliver, Webb, Pappas. & Rhudy, Inc. Mr. Trevor Kimzey, E.I.T. 200 Country Club Drive Blacksburg, VA 24060 RE: Document submitted for review to locate fire hydrant and controls at Back Creek Elementary School. Dear Mr. Kimzey: After reviewing the information submitted my findings are as follows: The pump, piping and design of the well system and approvals is not regulated by the Virginia Uniform Statewide Building Code under Sections 102 and 107 USBC/1996. (No structure involved.) Please contact the Virginia Department of Health to establish the appropriate procedures for connection to the underground water source. 2. The electrical supply to the pump shall be permitted and inspected on the house/equipment side of the meter connection. Please submit A/E sealed electrical plans and pump motor information at the time of electrical permit application. 3. Please note Section 917 Fire Hydrants of the BOCA National Building Code/1996. If I can be of any further assistance or if you have any questions please give me a call at (540) 665-5656. Sincerely, .0 John S. Trenary, Building Code Q I ST/jao cc: Phil Pappas Denny Linaburg, Fire Marshal Evan Wyatt, Deputy Director ✓ Tom Sullivan, School Board Administrator Lantz Construction Karl Evans, Environmental Health Supervisor 107 North Kent Street • Winchester, Virginia 22601 • • Request For Site Plan Comments Frederick County Inspections Department Mail to: Frederick County Inspections Dept. Attn: Building Official 107 North Kent Street Winchester, VA 22601 (540) 665-5650 Hand deliver to: 107 N. Kent Street Fourth Floor Winchester, VA (540) 665-5650 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach one (1) copy of the site plan with this sheet. . Applicant's Name: Trevor M. Kimzey, E.I.T. Address: Oliver, Webb, Pappas & Rhudy, Inc., 200 W. Country Club Drive, Plaza I, Building E,.Blacksburg, VA 24060 Phone Number. (540) 552-2151 Name of development and/or description of the request: Back Creek Elementary School Location of property: Middle Road, Back Creek Magisterial District, Frederick County, VA Inspections Department's Comments: CC>"Me!jLS ave 0-„ -A�, bIzd, o f t=oow, 17 • Building shall comply with the Virginia Uniform Statewide Building Code and section 305,use group E, (Educational) of The BOCA National Code / 1996. Other codes that apply are CABO A 117.1-92 Accessible and Usable Buildings and Facilities. Please note Table 503 for Height and Area limitation with in one fire area for the type of constructuion. Question the location of the Kitchen waste grease interseptor. It is not shown on the exterior -of the building in the sanitary sewer system. ---------- - -- - Other structures shown on the site plan that would require permits under use group U, (Utility) are; Signs, the pump station for fuel and the control building for the septic system . Referance chapter 17 BOCA for special inspection requirements for the structure and site. COUNTY of FREDERICK Department of Public Works 540/665-5643 FAX: 540/ 678-0682 July 15, 1999 Mr. Trevor M. Kimzey, E.I.T. Oliver, Webb, Pappas & Rhudy, Inc. 200 Country Club Drive, Plaza One, Building E Blacksburg, Virginia 24060 RE: Back Creek Elementary School - Site Plan Comments Frederick County, Virginia Dear Mr. Kimzey: Upon review of the subject site plan, we offer the following comments: 1. Currently, the on -site storm sewer system is being reviewed for possible changes as it affects the storm sewer along Middle Road. If the additional right-of-way can be obtained from the adjacent homeowners, the stormwater run-off generated north of the site will not need to be drained on -site. If the easements can be obtained, submit a copy of the revised grading plan for our review and approval. 2. However, the original site plan dated March 26, 1999, adequately addresses our previous comments. Therefore, we recommend approval of the site plan dated March 26, 1999 and addendums one through four dated April 20, 1999, April 27, 1999, and April 28,1999, respectively. If you have any questions, do not hesitate to contact me. Sincerely, — D-0. . 1�':Lj C(�� Joe C. Wilder f"ID Engineering Technician Department of Public Works JCW/kch cc: Evan Wyatt, Deputy Planning Director file 107 North Kent Street - Winchester, Virginia 22601-5000 I . , rV • • FAX TRANSMISSION FREDERICK COUNTY PLANNING DEPARTMENT 107 North Kent Street Winchester, VA 22601 (540) 665-5651 Fax: (540) 678-0682 To: Trevor M. Kimzey Date: April 29, 1999 Fax #: (540) 951-0219 Pages: 4, including this cover sheet. From: Evan A. Wyatt Subject: Back Creek Elementary School Site Plan �I A� V COMMENTS: Trevor: Our department will mail the original to your attention today. I noticed the general E-mail address on your letterhead and was curious if you had a direct address or if I should use the general address and specify you as the recipient. Our offices will be closed tomorrow (4/30/99)-, therefore, please contact me next week if you have any questions. Have a good weekend! E%y Common'fAy4Averµ'ebbPappas&Rhudy FA\wpd COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL'S OFFICE LAND DEVELOPMENT COMMENTS Control No. SP99-0017R Date Received 8/3/99 Date Reviewed 8/4/99 Applicant Oliver,Webb,Pappas&Rhudy Plan Rev. Date: Address 200 Country Club Drive Plaza One Building E Blacksburg, Va. 24060 Project Name Back Creek Elementary School Phone No.540-552-2151 Type of Application Site Plan Revision Current Zoning RA 1st Due Fire Co. 11 1st Due Rescue Co. 11 Election District Back Creek Tax I.D. No. RECOMMENDATIONS Automatic Sprinkler System XX Residential Sprinkler System Automatic Fire Alarm SystemXX Other : Knox Security System REQUIREMENTS Emergency Vehicle Access Adequate XX Inadequate Not Identified Fire Lanes Required Yes XX No Comments: Bus lane also identified as Fire Lane, Buses attended at all times. Roadway/Aisleway Widths Adequate XX Inadequate Not Identified Special Hazards Noted Yes No XX Comments Hydrant Locations Adequate XX Inadequate Not Identified Siamese Location Adequate Inadequate Not Identified XX Additional Comments Attached? Yes No XX Plan Approval Recommended? Yes XX No Title Signature, `'`+ c ./ f . ?0-, 0 0 Oliver, Webb, Pappas & Rhudy, Inc, 200 Country Club Drive Plaza One Building C Blacksburg, Virginia 24060 Tel: (540) 552-2151 FAX: (540) 951-0219 e-mail: owpr a swva.nct August 2, 1999 Denny Linaburg Fire Marshall Frederick County Fire and Rescue Department 107 North Kent Street Winchester, VA 22601-5000 RE: Site Plan for Back Creek Elementary School A./E Comm. # 9865 Dear Denny: In response to the July 21, 1999 letter from Evan Wyatt, a copy of which you should have received, I have revised the Site Plan as instructed. Herein please find civil plan sheets C 1,C2, C3, C4 and C5; these site plan sheets should incorporate all the site plan information required for your review. I trust that this will satisfy the outstanding site plan approval as you have indicated to Evan Wyatt. Please respond regarding this final site plan submittal as soon as possible so that I may send the final site plan sets to Evan Wyatt. If you have any questions regarding this letter and enclosures, please do not hesitate to call. Sincerely, Trevor M. Kimzey, E.I.T. Civil Engineer Enclosure: As noted above Cc: File 98651024.wpd 49y: OLTVFR, 1IFRR, PAPPAS S RHODY ;1.5409510219; Jun-2H-99 15:54; Pade 7/7 • Frederick County De ent of Parks ind Recreation Mail t Haftd deliver to: Fmierick County Dept. Of Parks and Recreation 107 N. Kent Street Attn: Director of Parks and Recreation Second Floor 107 Nora; Kent Street Winchester, VA V1Wmhester, VA 22601 (540) 665-%78 (540) 665-5678 Please fail 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 Nagle: _Trevor M. Kimzey, E.I.T. Address: Oliver. Webb, Pappas b Rhudy. Inc., 200 W. Country Club Drive, Plaza 1. Bulding E. Blacksburg, VA 24060 Phone Number: (540) 552-2151 Name of development and/or description of the request Back Creek Elementary School Location of property: Middle Road, Back Creek Magisterial District, Frede[ick County, VA Parks and Recreation Deprs. 20 RECEIVED AUG 2 3 1999 DEPT, OF PLANNING/DEVELOPMENT 0 Trevor M. Kimzey, E.I.T. Oliver,Webb, Pappas & Rhudy, Inc. 200 W. Country Club Drive, Plaza I, Building E. Blacksburg, VA. 24060 Dear Mr. Kimzey, Please find enclosed the Frederick County Parks and Recreation Departments recommendations for the turf and athletic field development at the Back Creek Elementary School. Baseball/ Softball fields: * 1.5% grade for drainage instead of 2%. x Grade the area behind home plate to extend 25' to backstop and foul line locations. Same grading as the field, just extended. Soccer fields: 2% grade is good. The crown of the field should be turtle backed instead of end to end. Y Delete fencing around Storm water Detention area or provide access to retrieve soccer balls. Topsoil/ Grading Recommendations: Reference attached specifications. Lawn and Planting: Note - Laser Grading contractor that we are familiar with. Alpine Services, Inc. 5313 Brookville Rd.. Gaithersburg, M.D. 20882 1-301-963-8833 x Reference attached specifications for revision. If you should have any questions or need further information, please contact me at (540)- 665- 5678 at your convenience. Sincerely, Matthew G.Hott Superintendent of Parks .rw� E. Anne Peterson, M.D., M.P.H State Health Comissioner COMMONWEALTH of VIRCjINIA Department of Health Office of Water Programs Environmental Engineering Field Office Mr. Thomas Sullivan Frederick County Public Schools Post Office Box 3508 Winchester, Virginia 22604 Dear Mr. Sullivan: 6 June 2000 ROCKHRIDGE SQUARE SHOPPING CENTER 131 WALKER STREET LEXINGTON, VIRGINIA 24450-2431 PHONE: (540) 463-7136 FAX: (540) 463-3892 SUBJECT: Frederick County Water — General (Back Creek Elementary School) This notice is to inform you that, under the requirements of the U.S, Environmental Protection Agency's Surface Water Treatment Rule and Part II, Article 1, 12 VAC 5-590-430 of the Commonwealth of Virginia Waterworks Regulations (November 1995), this office has conducted an evaluation to determine if the proposed water source for the Back Creek Elementary School is being directly influenced by surface water. You were asked to provide the Department with data such as raw water bacteriological data, turbidity, pH, conductivity, and microscopic particulate analysis. In addition, our staff has conducted a study of the topographical and geological survey maps for your vicinity. Based on our review of the data, the Department has concluded that the Back Creek Elementary School water source is under the direct influence of surface water. Since the school's water source has been determined to be under the direct influence of surface water, filtration and disinfection treatment techniques as discussed in Part II, Article I, 12 VAC 5-590-420 of the Waterworks Regulations must be installed and operational prior to the issuance of a certificate of occupancy for the school. Additional options you may wish to pursue would be permanent disconnection of the surface influenced source, development of new sources, or the connection of a regional waterworks. Please inform this office of your intentions with regard to the installation of filtration and disinfection by 5 August 2000. If you have any questions, do not hesitate to contact Charles A. Conner, III, or Harold T. Eberly, in this office. Sincerely, Rol aid E. Conner, P.E. Engineering Field Director REC/HTE/pl/00060502 cc: Frederick County Planning & Development — Attn Frederick County Health Department VDH - Richmond Central VIRGINM VD OF IlE LTI-INT Protecting Yrw xxl Yotrr fnvironrrxvU www.vdh.state.va.us Mr. Mike Ruddy rill EC LF-: ��\ I ED JM.11 10 7 -2000 -,DEPT, OF PLANNI NG/DEVELOPM ENT' COMMONWEALTH of V IRGINIA Department of Health Office of Water Programs Environmental Engineering Field Office 26 July 1999 ROCKBRIDGE SQUARE SHOPPING CENTER 131 WALKER STREET LEXINGTON, VIRGINIA 24450-2431 PHONE: (540) 463-7136 FAX: (540) 463-3692 SUBJECT: Frederick County Schools (Back Creek Elementary School) Mr. Evan Wyatt Frederick County Department of Planning & Development P.O. Box 601 Winchester, Virginia 22604 Dear Mr. Wyatt: This office has reviewed the proposed well site location for the proposed Back Creek Elementary School as shown on the drawing titled "Site Dimensional & Utility Plan Area 'A'", as prepared by Oliver, Webb, Pappas & Rhudy, Inc., Blacksburg, Virginia. Based on this review, the proposed well has been provided with an adequately sized well lot and located in accordance with the requirements of the Commonwealth of Virginia Waterworks Regulations. As shown, the well location is acceptable to this Department. Should you have any questions, do not hesitate to contact rne. Very truly your - Harold T. Eberly District Engineer HTE/bt/99072303.doc cc Oliver, Webb, Pappas & Rhudy, Inc. - Attn: T. Kirnzey Frederick County Health Department VDH - Richmond Central RECEIVED AUG 0 9 1999 DEPT, OF PLANNING/DEVELOPMENT VIDIHVIItGINIA OF 111FA TH Prof,(fing You awl Your l n0minnenf www.vdh.stat©.va.us Sent By: OLIVER, WEBB, PAPPAS & ;15409510219; Aug-' 9 8:38; Page 2/2 .Luru rairra r,Avironmental He,: tl District 107 N. Kent St. P. 0. Box 2056 - `� Winchester, Virginia 22604 CO r (540) 722-3480 FAX (540) 722-3479 Counties of.• Clarke, Frederick, Page, Shenandoah, Warren, and City of Winchester John Lewis, P.E., C.L.A. Painter -Lewis, P.L.C. 302 South Braddock Street, Suite 302 Winchester, VA 22601 RE: Backcreek Elementary School -Revised plans Dear Mr. Lewis: June 1, 1999 �yM Ti= 14ONO 4 1990 0UVER, WEOR, PAPPAS � RHUDY,1t14, This office has recently completed a review of the revised plans (latest revision dated 5-17-99) for the Backcreek Elementary School. The review was completed based on the requirements and recommendations that were submitted to me on May 12, 1999 by Regocr Cooley, Technical Services Engineer. It appears that the plans comply with Mr. Cooley's comments, therefore a construction permit for the sewage disposal system can be issued at such time that it has been verified that a satisfactory (suitable quantity and quality as determined by the Office of Water Programs) water supply for the school has been secured. I want to thank you for your cooperation during the plan preparation and review process. If you have any questions, please call at any time. Pc: Tom Sullivan Phil Pappas Roger Cooley Kelly Vanover /Sincerely, Karl E. Evans Environmental Health Supervisor E C! • 11 • _A • L` 0 • t•By: OLIVER, WEBB, PAPPAS & RHU;15409510219; Apr-13-0 8:22; Page 2/2 Oliver, Webb, Pappas & Rhudv, Inc. PRE -BID CONFERENCE Sign -in Sheet PROJECT: Back Creek Elementary School DATE: April 13, 1999 TIlM: 9:30 A.M. A/E COMM. NO.: 9865 COMPANY NAME AND ADDRESS PHONE NO. FAX NO. NAME OF PERSON ATTENDING i , �r �.✓ 7n 3 4-7 S 7 a 3 ,✓ &'06 y L' l S e' C/� ) Csyo) �G� y33a 3 a 67- / / N;ctis�ti ���IcQSs INC. 54_C�7 ¢jg 7376 S �o 4-3¢ -GZro4— {(��V�cG Zz�q j.v� �.��M�u N ►s�sc-� �,��.�.s mac.. SY4> 'F3 4► 73 71, .5A?v 1/3i4- 6 26 f - �� 54o--66z-4164 Sib-�zz-�ogv ZZ;6 1 ��}l�y %ao�rV woN(•va � ,Z c • ( 1n LJ� LX-C!L C., AIJ LJ)YA I T_ -IAUJJ'Lh+�N1JC (o (a 5 - S�oS I -7cG / l� /O-Q6 bZ VA �C� Yr �• %G114r� �r Cltr: -o , sc} a6)S 6 b /- 3l al /V6 i,�� l f���1. �7�:�rc `r- �:rr�✓ .�J� 3oi ��97-f�7va 3dt- q (lv: 7 1 7i it By: OLIVER, WEBB, PAPPAS & RHL� ;15409510219; Apr-13* 8:22; Page 2/2 Oliver, Webb, Pappas & Rhuaiy, Inc. PRE -BID CONFERENCE Sign -in Sheet PROJECT: Back Creek Elementary School DATE: April 13, 1999 TEM: 9:30 A.M. A/E COMM. NO.: 9865 COMPANY NAME AND ADDRESS PHONE NO. FAX NO. NAME OF PERSON ATTENDING �s2 U1Gi✓/h'`J S 1 5'U vt /i%� 5 A 41,4 fyo S�oj r re -A-(! V L I cnde' 04F 'c,� 66s- s6s6 �7 $—06 �a -FY,ede,,c � . , Dca ,,e Cry , h i C'�IJ1�l7y '� �Et CX Y s '•; j i . Depnrtm?nt of Planning and Tie ielopmen, it r Sc}0/665-5651 Y'A,]: 5-10/U/3-0682 MEMORANDUM f: �r»v.a.+.....sn...: f�i%'�/.i3%nff'(': S..i�".SS :itf.�:..l:iiiss�;iiscss: �� :;iss`sss;��:%• TO: Frederick County Planning Commission FROM: Evan Wyatt, Deputy Director SUBJECT: Back Creek Elementary School DATE: April 14, 1999 Mr. Thomas Sullivan, Assistant to the Superintendent of Public Schools, will address the Commission regarding the subject project. Mr. Sullivan will provide an overview of the project, present a general site plan to demonstrate the layout of the facility, and address questions of the Commission. The • following provides specific information and features for this project: • The site is located on the south side of Middle Road (Route 628) approximately two miles west of Route 37. • The property Identification Number is 74-A-4B. • The total site area for the Back Creek Elementary School facility is 37.75 acres. • The Back Creek Elementary School facility will contain 74,000 square feet of floor area and will accommodate 550 students. • There will be recreational facilities available at the Back Creek Elementary School facility which can be programmed for use by the Department of Parks and Recreation. These facilities include two soccer fields, two ball fields, and a full-size gymnasium for basketball, volleyball, and other indoor programs. Mr. Sullivan will provide the Planning Commission with 11 x 17 copies of the proposed layout for the Back Creek Elementary School facility. This agenda item is for information and discussion. No action is required of the Planning Commission regarding this issue. . U.\F.svn\Common\PROIECM BackCrcckElcinenlarySchool_PlamimgCommission Disarasionhfcmompd 107 I`(orth Kent Streit a Wi ichester, Vi>z ;inia 22601-5000 0 n U .7 FROM : MARSH & LEGGE LAND SUVEYORS PHONE 1,10. : 540 667 0469 Rpr. 27 1999 11:00A11 P1 MARSH & LEGGE LAND SURVEYOnS., P.L.C. 660 North Loudoun Street, Winchester, Virginla 22601 Phone. 5401661.0468 flax: 5401667-0469 FACSIMILE COVER SHEET DATE: :5�--77 9y TIME: TO: ATTENTION: T,ffL j COPY NUMBED: 6 ;1 F a - ICE: ---- NUMBER OR PAGES (including cover page): W_ (Please phone 5401667 0468 if all pages are :not received) FROM : NARSH & LEGGE LAND SCJVEYORO PHONE 1,10. : 540 G67 0469 . Apr. 27 1999 11:00A11 P2 J C • J �37 J i' .9�C 5 _ � �'�' � •iy '� � �'� 71.E �, ( � � VICINITY MAP j /l,' /:' VIRGINIA DEPARTMENT OF TRANSPORTATION FREDERICK COUNTY HEALTH DEPARTMENT SUBDIVISION ADMINISTRATOR APPROVED 9Y OWNER'S CONSENT DATE DATE DA TE THE ABOVE AND FOREGOING BOUNDARY LINE ADJUSTMENT AND SUBDIVISION OF THE LAND OF R AND T PACKING CORPORATrON, AS APPEARS IN' THE ACCO&fPANYING PLAT, IS WI7F1 THE'FREE CONSENT AND IN' ACCORDANCE WITH THE DESIRES OF THE UNDERSIGNED OWNERS, PROPRIETORS, AND TRUSTEES, IF ANY. R AND T PACKING CORPORATION J, KELLY ROBINSON, PRESIDENT NOTARY PURL-10 STATE OF VIRGINIA AT LARGE C:I TYICOUNTY OF 1 , A NOTARY PUBLIC IN AND FOR THE STATE AND JURISDICTION -AFORESAID, DO CER nFY' THAT J. KELLY ROBINSON, WHO IS PRESIDENT OF R AND T PACKING CORPORATION, WI40SE NAME IS SIGNED TO THE FOREGOING OWNER'S CONSENT, HAS ACKNOWLCDGED THE SAME BEFORE ME IN MY STATE AND JURISDICTION AFORESAID. GIVEN UNDER MY HAND THIS DAY OF 19 - M1' COMMISSION EXPIRES SURVEYOR'S CERTIFICATE I HERE73Y CERTIFY THAT THE LAND CONTAINED IN THIS BOUNDARY LINE ADJUSTMENT AND SUBDIVISION IS A PORTION OF THE LAND CONVEYED TO R AND T PACKING CORPORATION, BY DEEDS DATED 1 JULY 1973 AND 17 DECEMBER 1961 AND RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF FREDERICK COUNTY, VIRGINIA IN DEED BOOK 413 AT PAGE 613 AND DEED 1300K 543 AT PAGE 543 RCSPFC7IVELY, P.I.N, 74-A-3 & F.I.N. 74 •-A--• 4 ZONED: RA USE., AGRICULTURAL Plat Showing Boundary' Me- A•df6strnen[ and 5&bd1WWbrr 57,3499 ACRES of the Land of /7. ANO T PACKING M?P0RA:T10Af. Deed Book 413 Page 613 Deed Book 543 Page 543 Bock Creek MagT.steHal District Frederick Count), Krglnlra S. W. MARSH, L. S. L' op op S, W, Marsh ' No, 001643 April 15, 1999 " 19d--02" Shoot 1 of 4 1 WINCHE MARENiH (�c.� LEGGE 560 S , VIR TE d STREET R, �RGINZA Land Surveyors, . P. L.C. Px�y �540)4. 66- -0469- FROM : h1ARSH & LEGGE LAND' SOUEYORS• PHONE NO. : 540 667 0469 • Apr. 27 1999 11: 02AII P4 IONDISTANCE 48"E 100,58' gLI ]ES724'20'22"W 135.86' 21' E 66..08' L4 S74'08'24"W 128.28' L5 S74'49'28"W 92.32' L6 N48-18'09"W 69.92' L7 N32'27'35"W 123,19' L8 N71'39'41"E 171,33' L9 N78'2 009"E 123.36' L10 N80'38'58"E 111.94' L11 S16'S4'08'E 54,44' L12 S78'08' 20"W 51.91' L13 N18'22 39 W 54,70' L14- - N78'16'03"E 53,33' L15 522'32'26"E 121.81' L16 7S76'32'45"W 48.64' L17 S05'27'51"E 57.61' L18 S70-4(> 39'W 66.3V L19 N04'45'44"E 67.20' L20 S76'3245"W 14.54' LINE DIRECTION DISTANCE L21 N18'44'48"W 106.10' L22 N68'449 CE 107.70' L23 SV 29'19"E 32. 2' L24 $46'38'59"W 52.55' L25 N69'29'1 TV 48.07' 1-26 N59'39'17"E 60. 2' L27 S69'29'19" E 58: 0' L28 N65'S9'18"E 67.23' L29 N69'29'19"W 67.77' L30 S13'22'27E 67.48' L31 S85'58'34"W 95,09' 32 N17'12'18"W 42.27' 33N70'48'17"E 97.15'34S06'32'44"E rL 199,99' 35 S24'02'22"W 102,92' 36 S86'26'56"W 80.77' L37 N04'01 43 W 293. 1' L38 N78'44'05"E 6T:27' L39 S82'56'21 "E 60,77' L40 S02'16'46"E 75,32' L41 S81'4828"W 230,05' L42 0l'37'08"W 76.34' L43 N82'02'14"E 229.67' g28 p�pRl'r-'r-' r ,v 1 �98,'r-'" I R $ IRS \ � \ Co`- TRACT LINE HEREBY VA CA TED R AND T PACKING CORP. (FORMERL 1' BEVERL Y ` u� P.I.N. ORCHARDS, INC.) �. PIN 74-A-3 IRS 74-A-48- Ar�ARE4 Plat Showing Soundary Lire Adjustment and Subdivision 37. J499 ACRES of the Load of R. AND T PACKING CORPORA 77ON ,Deed Book 41J Page 61J Deed Book 54J Page 54J Back Creek #dgisterial- l?Wffct' Frederlok County, Krginia April 15, 1999 "198-02" Sheet-2 of 4 �A._�W164WRY PARCE'(_ 74—A-4B 3%3499 AC. IN. RIV.. )9010A7 ON-0 4125 AC TOTAL AREA=37:7624 AC V Op No. 00IB43 1 MARSH & LEG E STR 560 NOTHWINCUN HESTER D VIGINI,A IiaE'I' aDA. .1 'VeyOr,. P. Ll_ C.... PHONE �54b� 667---0469 FROM : MARSH & LEGGE*LAND SUVEYORO PHONE NO. : 540 667 0469 • Apr. 27 1999 11:01AM P3 12.98' IDS `190.5949 AG a 4125 AC HEREBY DEDICA IED TO COIMMON111MTH OF WROM FOR RaW AMNNG Rod 628 14.80, � ACT LANE EX20' R/W HERESY VACAI@ K-ii 56tL-RG-276 HEREBY VACA TED ; l� I' PROPOSED SEE DETAL i sHMT 2 OF 4 TOTAL 37.3499 AGES P.I.N. 74-A-46 �50' /NORMI E(,MS ESM7 IRS 11 l� tll SEE SHEET 4 OF 4 1 1 J FOR DRAINRELD INFORMA Nr HEREBY p2EA7ED �o r FAR MP7 T 1 1 t OF PAN 74-A-4A r r v f AND REMAIAMO? A t 4 r OF PIN 74-A-4 ` ,so � ti O ti L C-CCLY IRS /RON ROD SFT D/F PROPOSED DRA/NFIELD SITE ROF PROPOSED RESER liE ORAINFIELO SITE �c IRS 8'2g g' P.I.N. 74-Arr4�_C o' 16.9T9.3_ Ato CES R AND T PACKING CORP. + i ZONED. RA 1 �i Q. USE. ORCHARD OB 543 PG 44J � q A �wg 4 �Q S '7R3L . h �48744WIRS IRS EX. WELL RE WA/NANG LAND OF R AND r PACKING CORP. PIN 74-A-4 ZONED: RA USE: AGRICUL RURAL DB 543 PG 543 33(,. ,-oov 3-r. '601 299. 75011 NOTES• 1. NO TITLE REPORT FURNISHED. 2. EASEMENTS OTHER THAN SHOWN MAY EXIST. 300 O 300 60 J. BOUNDARY INFORMATION IS BASED ON AN ACTUAL FIELD SURVEY CompLETED 1ANuARY 1999. MERIDIAN /S BASED ON VA NAD83 NORTH ZONE STATE GRID ESTABLISHED BY SCALE: 1 = 300 OPS METHVOs. s�s Plat Showing ffoundory Line Adjustment and Suba.vislorr �pti�H Op Irr 37.3499 ACRES of the Land of R ANO T R,#CK#VG- CORPOR,47M'�- Deed Book 41J Page 61J S. W. Marsh Deed Book 543 Page 543 I ( No. 001843 ear c h(ag star al Distract Frederick County, Vlrginio '�No SURV �qo April 15, 1999 "198-832" Sheet 3 of 4 MARSH & LEGGE 560 WIORTH NCHESTER,DOUN VI GIN A STREET PH P_ L. C. ONE 667-0488 Land Surveyors, FAX �t40) 40 667-0469 FRGN' :' IlARSH & LEGGE LAND SWEYORS� PHONE 1'10. : 540 667 0469 0 Apr. 27 1999 11:03AI'1 P5 IRS 2 R AND T PACKING CORP, ,ZONED. RA USE ORCHARD DS 543 PG 543 IRS N Py7s<78" IT`Sg70Q' IV£�5'31'32"� "to •—N12'24'07 N 103.2' r 1�� P.I.N. 74-A-48 -"L15 �d> IRS 37, 3499 ACRES a'U 1 L L 17 I :- ! CJ j} 1 I o `�� r t r i r f r I RDF 44.6' + wi N43'06'12"E D� (. j RDr • ..� 123 4' 11 IRS _ _L37 ��� Ror rL301 13 � %�''� IRS 50' IN RESS� ✓ r"SOB GOp �4' J1L3 3 4 ! C 71 376. w EShf 1R S10'24'S2' W j5 '� +J7.5'EX. 4YELL 8'S1'36"E r� R AND T PAL•KINC- CORP. 39.5 PIN 74-A-4 I ZONED' RA 200 0 200 400 p USE: AGRICUL TURAL ti DO 543 PG 543 SCALE: 1 " = 200' Pla Showing +Tkoo boundary Line Adjustment, and SubdUsion 0` IH OP. t��' 37. J499 A CRES of .the Land of R Altf£1- F PACKING CORD A Olaf • ` Deed Book 413 Page 613 S. W. Marsh Deed Book .543 Page 543 No. 001843 Bch Eraek Magisterfof -+gistHCt t Q Frederick County, Vrginla �'� sub April 15, 199� 9 198- 832„Sheet 9 of 4 ^ 5B0 NORTH LN STREET MARSH & LEGGE WINGHESTEE, VIRCINIA PHONE�540�6a La_nd. Surveyor�. P.L.C. FN,6-7—..