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Home My WebLink About020-95 HCMF Dev. Corp. - Vanguilders - Stonewall - Backfile (2)RECEIPT N_ 024529 AMOUNT DUE i s AMOUNT PAID v- RALAN .F DUE PAID BY CASH CHECK OTHER Y FREDERICK COUNTY DLPT. OF PLANNING AND DEVELOPMENT P.O. BOX 601, 9 NORTH LOUDON ST. WINCHESTER, VIRGINIA 22601 DATE RECEIVED FROM _�_L1�� V __ - ADDRESS THE SUM OF �1J�,]-�� . ^ ._ _r!�OOLLARSAr FOR —�_! `� � 11�' 4-. • �� i r er— DAY TIMERS Rf ORDER No 3221 — P-10d m USA r 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). 1 'yM - 6K— 3161gs_1 — 61C - (o/I(oIll 5-L -OK- (0/(4145 '/ Site Plan Package 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. 5/zs��S Virginia Department of Transportation (VDOT) Frederick County Sanitation Authority Department of Planning and Development Inspections Department ..OK- (, IQ4__� Frederick County Engineer (Public Works) — 0K-n `� 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 County Health Department VCity of Winchester —01�- 4. One reproducible copy of the Site Plan (if required) 5. A 35mm slide of the Site Plan (if required) Town of Stephens City Town of Middletown Airport Authority Soil & Water Conservation District x ,51 "n D I � .5W g5 noes I�c�iUed u COUNTY OF FREDERICK, VIRGINIA DEPARTMENT OF INSPECTIONS Caller =�", r,��,^,�; ► I Time Called Date Called I c Phone No. G _ Time Requested C.,c Date Requested I Lei 7 Received By Lc� Date of Inspection t PERMIT HOLDER NAME RT. NO. Lot No. SEC. No. SUBDIVISION STREET NAME DIRECTIONS BUILDING NO. PLUMBING NO. ELECTRICAL NO. MECHANICAL NO SIGN NO DISTRICT A'S PERMIT FOR: �Igti (-��'� 1_�� 2� - Type of Inspection Residential ✓/ Commercial Footers Slab Water Sewer Rough Plumbing Groundworks Other: Setbacks: FR BK Draintile Service Rough Electric Rough Mechanical Gas Piping/Test Gas Fire -up Framing Final Final Building L R _ Final Electrical Final Mechanical Site Plan Fire Marshall Final Plumbing Special/Complaint Time In: Temperature �' �� Cut in No. i Time Out: Weather S -� Results: Approved `— '1i:r1ZP Rejected Comments: i�.;•`_t. _ i'� i c�,�Gt7/ Cl, �.S�a,', �/� /��, �„c�- Signature /�' / f / 2 ' Date COUNTY OF FREDERICK, VIRGINIA DEPARTMENT OF INSPECTIONS Caller __ Time Called Phone No. Time Requested Received By i I17�JAf A PERMIT HOLDER NAME FIT. NO. __ Lot No. SEC. No. STREET NAME DIRECTIONS __- Date Called Date Requested Date of Inspection -- SUBDIVISION DISTRICT PERMIT FOR: — --- - - - ----- - - -- -- Type of Inspection Residential _ __ _ Commercial Footers _ _ __-- Setbacks: FR BK Slab __ Draintile Gas Fire -up Water _ Service Framing Sewer Rough Electric Final Rough Plumbing Rough Mechanical Final Building Grounriwnrks Gas Piping/Test Final Plumbing Other Time In: (7�� Temperature Time Out: `-` Weather J'-J n x BUILDING NO. —_ PLUMBING NO. ELECTRICAL NO. MECHANICAL NO. SIGN NO. L __ R Final Electrical Final Mechanical Site Plan Fire Marshall Spec iallComplaint Cut in No. Results: Approved t �'t i'��' Rejected ('}� i(!-^t 1,�1�i17t� C`Z) /,JZ7A n1 A Comments: ' 7 � A _ t 1 �t- 7-r fi 4. <-0 c' F •Tn %11 Z Q`S� Yl�i l tr �f E F� ; A / E f '�D �� "'(� .�:Yg Y� i J Jt Signature Date COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 678-0682 January 19, 1996 HCMF Corporation Attn: Mr. Rick Frizzell 2965 Colonnade Drive Suite 200 Roanoke, Virginia 24018 RE: Van Guilder's Nursing Home Addition Site Plan Approval Dear Mr. Frizzell: The Frederick County Planning Department administratively approved Site Plan #020-95 for Van Guilder's Nursing Home on January 10, 1996. The approved site plan calls for the construction of a 858 square foot addition that will attach the two frame buildings and provide additional bedroom space, a 12,300 square foot addition to the main building that will provide additional bedroom, office, dining and activity space, the provision of two paved parking areas that will contain 14 regular parking spaces, two disabled parking spaces with appropriate signage and ramps, curb and gutter, and landscaping, the installation of concrete sidewalks throughout the property, the provision of an outdoor dumpster area that will be completely enclosed by a wooden fence with a latched gate, the installation of a wooden fence along the rear property line and a chain link fence around the concrete walkway on the northeast side of the property, the provision of a freestanding business sign that will be a minimum of 10 feet from the property line, and all appropriate erosion and sedimentation control measures. I have provided you with two copies of the approved site plan. Please provide an approved site plan to the contractor to maintain on -site and maintain an approved copy for your records. Please contact this office to schedule an on -site inspection once all improvements are complete. Please contact me if I may answer any questions regarding this letter. Sincerely, Evan A. Wyatt, P ner II cc: Charles W. Orndoff, Sr., Stonewall District Supervisor Joe C. Wilder, Engineering Technician T. Roy Jennings, Frederick County Real Estate Todd Poff, P.E., Mills, Oliver & Webb, Inc. 107 North Kent Street • Winchester, Virginia 22601-5000 rz ` 4 5'co O o: .4v E5 SITE PLAN APPLICATION DATE �IZ�I APPLICATION # `J 1. Development A, T7dW5 /o VAN 6-1, L— "5 ,�-r �Q,� �jyTR-, 2. Location of Property: /01 ��,aU�-i�vd,sa,�- LT (by street name) 3. Property Owner: C- Address : �9 �S GoLor�►J,4 7. NA Telephone: Lib3� -nA- Z1.3 4. Applicant/Agent: % nz,�. ��r, ©%�,� Address: zoo (f4-vp�, Telephone: �%�3� SSZ- 2) s l / c1b.Lt 5. Designer: A., , Address: Telephone: Contact: 6. Is this an original or revised Site Plan? Original Revised -5- 7. Total area of parcel to be developed: 8. Property Information: a) Property ID #: b) current Zoning: c) Present Use: d) Proposed Use: e) Adjoining Property Zoning: �per�i�-z, , �� lji r� Pi�)-�, f) Adjoining Property Use: �p�R � �� 1'r-11-M g) Magisterial District:b�1�ti1�Lu 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 k-IP61111 my site plan. signature: (�" - — Date: �a/ 24fR n E i COUNTY of FREDERICK Department of Planning and Development 703/665-5651 FAX 703j 678-0682 July 5, 1995 HCMF Corporation Attn: Mr. Rick Frizzell 2965 Colonnade Drive Suite 200 Roanoke, Virginia 24018 RE: Van Guilder's Nursing Home Site Plan and Development Dear Mr. Frizzell: My correspondence to you dated May 26, 1995 stated that I would advise your firm as to the outstanding issues associated with the above referenced site plan. Mills Oliver & Webb has provided Frederick County with final site plans that have addressed all review agency comments with the exception of the required lot consolidation. Our department will be in the position to approve this site plan once a copy of the legally recorded consolidation plat has been provided. I hope this information is beneficial to you. Please contact me if you have any questions regarding this letter, or if I may be of further assistance. Sincerely, 0, Evan A. Wyatt Planner II cc: Todd Poff, Mills Oliver & Webb 107 North Kent Street P.O. Box 601 Winchester, VA 22601 Winchester, VA 22604 • 0 Mills, Oliver & Webb, Inc./ 200 Country Club Drive, Plaza One, Building E, Blacksburg, VA 24060 Tel: (703) 552-2151 FAX: (703) 951-0219 June 15, 1995 Frederick County Planning Department 107 North Kent Street Winchester, Virginia 22601 ATTN: Mr. Evan A. Wyatt Planner II RE: Site Plan Revisions Van Gilders Adult Care Center A/E Comm. No. 9440 Dear Mr. Wyatt: Robert L Mills, A. LA. Robert B. Oliver, P.E. Ambler W Webb, Jr., P.E Philip Pappas, A.I.A. Dan G. Rhudy, P.E Enclosed please find 4 full size and 1 half size copies of the revised site plans for the above referenced project. Also enclosed is a copy of the comments received from the building official. We have addressed the remaining planning department comments and have the following responses: 1. The appropriate signatures have been added to the seals and certification statement on sheet T 1. 2. The lot size description of 69,760 square feet is correct. This is taken from the survey and has been verified using AutoCAD. The acreage of this lot is equal to 1.6015 acres, rounded to 1.60 acres. 3. Will do. 4. Will do. 5. Will do. 6. Eave height on new buildings has been revised to indicate ridge height. 7. OK 8. This sign will be supplied by the owner at a later date. We have no details regarding this sign with the exception of the approximate location. This location has been indicated on sheet C 1. 9. Dumpster enclosure detail has been added to sheet C 1. 10. OK 44OIX002 WPO I" Frederick County Planning Department Page 2 June 15, 1995 The site plan has been revised to reflect comments by the Fire Marshal and resubmitted to the Fire Marshal for approval. We will forward any comments received from the fire marshal to your office as soon as we receive them. If you have any questions or require any additional information, please do not hesitate to call. Sincerely, �I� Todd D. Poff, P.E. Civil / Structural Engineer Enclosure cc: Rick Frizzell, HCMF 44ODL002.WPD 0 • COUNTY of FREDERICK Department of Planning and Development 703/ 665-5651 FAX 703 i 678-0682 June 6, 1995 Mills, Oliver & Webb, Inc. Attn: Todd Poff 200 Country Club Drive Plaza One, Building E Blacksburg, Virginia 24060 RE: Review of Revisions to Van Guilders Adult Care Site Plan Dear Mr. Poff: Our department received a revised site plan for the above referenced facility on May 30, 1995. These revisions were based on my preliminary site plan comments of March 3, 1995. The majority of these comments have been addressed; however, there are a few outstanding comments that need to be incorporated on the final site plan. Please provide the following information: 1) Please provide the appropriate signatures on the Professional Certificates, and the certification statement of Robert L. Mills, AIA. (Sheet T-1) 2) Please revise the lot size description under Site Datum to read 69,696 square feet. (Sheet T-1) 3) Please revise your parking information under Site Datum to reflect the required parking per the parking space calculations, and the proposed parking for this project. (Sheet T-1) Example: Parking Spaces Required - 1 per 3 bedrooms 18 bedrooms / 3 = 6 parking spaces required Disabled Parking Spaces Required - 1 Parking Spaces Provided - 15 Disabled Parking Spaces Provided - 2 4) Please revise the adjoining property information for the following properties: (Sheet C-1) 54-A-I I - the use should be Residential - the zoning should be B-2 instead of BZ 54-A-12 - the zoning should be M-2 instead of MZ 54-A-29 - the Property ID# should be 54-A-30 (I believe that I gave you the wrong property ID# during my preliminary review) 107 North Kent Street P.O. Box 601 Winchester, VA 22601 Winchester, VA 22604 Page -2- Poff Letter June 6, 1995 5) Please revise the side setback distance to reflect 10 feet instead of 15 feet. (Sheet C-1) 6) Please revise the eave height that is indicated to provide for the height at the roof pitch. This information is to insure that the building does not exceed the maximum height limit for the particular zoning district. (Sheet C-1) 7) Representatives from Marsh & Legge Surveyors clarified my confusion regarding the Lupton tract. Please disregard comment ##10 from my preliminary review. 8) The Site Electrical Plan (Sheet C-5) appears to contain the footprint of a monument type sign that is not indicated on Sheet C-1. Please provide the height, dimension, and setback (10 feet from property line) for this if it is actually a sign. 9) Please provide a detail for the method that will be used to enclose the outdoor dumpster. Generally, a six foot high board on board fence or stockade fence with a latched gate is used. 10) The Frederick County Building Official has not received a site plan to review. Therefore, I have provided him with my copy of the plan to review, as well as a comment sheet with your information on it. The Building Official will be reviewing the proposed construction as well as the proposed ADA measures that will be part of the site work. The Building Official will mail you his comments. Please revise your site plan to reflect the comments in this letter, as well as any comments made by the Building Official and the Fire Marshal. Please provide our department with approved review agency comments from the Frederick County Building Official and the Frederick County Fire Marshal, and five copies of the final site plan for approval. I would also appreciate an additional copy of the site plan that is smaller in size. Please contact me if I may answer any questions regarding this letter. Sincerely, Ejct'� �. Evan A. Wyatt Planner II EA W cc: John S. Trenary, Frederick County Building Official r U May 26, 1995 HCMF Corporation Attn: Mr. Rick Frizzell 2965 Colonnade Drive Suite 200 Roanoke, Virginia 24018 COUNTY of FREDERICK Department of Planning and Development 703/665-5651 FAX 703j 678-0682 RE: Van Guilder's Nursing Home Site Plan and Development Dear Mr. Frizzell: During my review of the proposed improvements to the above referenced facility, I advised Mr. Todd Poff of Mills Oliver & Webb that a legally recorded lot consolidation plat needed to be complete prior to final site plan approval. The purpose for this comment was to ensure that the approved site plan would not violate the required setbacks for that particular zoning district. Since that review, I have been informed that the transfer of ownership is contingent upon an approved site plan for this project. It is also my understanding that those involved in this transfer desire to complete the lot consolidation at the time of closing. Our department cannot approve a site plan which violates the required building property setback lines; however, it may be possible to accomplish the approvals of the lot consolidation and site plan simultaneously. In order for this to be accomplished, there has to be an understanding between all parties involved. Frederick County will guarantee that the final site plan will be approved once the lot consolidation plat is legally recorded if this is the only outstanding site plan review issue. I will be glad to provide your firm with a future letter that verifies this as being the only outstanding review agency item that has not been addressed if so desired. Please advise me if this is a reasonable solution to your concerns. I will also be glad to consider other alternatives that you or others may have. Please contact me if you have any questions regarding this letter, or if I may be of further assistance. Sincerely, Evan A. Wyatt Planner II cc: Todd Poff, Mills Oliver & Webb 107 North Kent Street P.O. Box 601 Winchester, VA 22601 Winchester, VA 22604 0 9 Mills, Oliver & Webb, Inc. 200 Country Club Drive, Plaza One, Building E, Blacksburg, VA 24060 Tel: (703) 552-2151 FAX: (703) 951-0219 May 26, 1995 Frederick County Planning Department 107 North Kent Street Winchester, VA 22601 Attn: Mr. Evan Wyatt Planner Ti RE: Site Plan Review Comments Van Gilders Adult Care Center A/E Commission No. 9440 Dear Mr. Wyatt �Pxb�er', L MilLs,A.LA. B. Oliver, P.E r W Webb, Jr., P.E Py V �flip Pappas, A.I.A.G an G. Rhudy, RE g�G�` In accordance with your letter dated March 3, 1995, 1 have revised the site plans for the above referenced project. Enclosed please find one copy of these revised plans for your review. My responses to your written comments are as follows (response number same as comment number): Will do. 2. Will do. 3. Will do. 4. Location map is on Sheet T1, included with this submittal. 5. Will do. 6. Will do. 7. The north arrow is on the plan. See the interior of the existing main building. 8. Will do. 9. Will do. 10. Based on the survey performed and the plat prepared by Marsh & Legge, there is no evidence that this property line existed. 11. Per your conversation with Rick Frizzell at HCMF, the two parcels will be consolidated by the attached plat which will be recorded at the time of closing. 12. The area tabulation for this project is located on Sheet T l . 13, Will do. Please note, although the setback requirements appear to be violated, based on conversations with Mr. Wayne Miller, Frederick County Zoning Administrator, at the west Mr. Evan Wyatt 23 4 5 6l May 26, 1995 4 Page 2 (o, N. and south property boundaries, adjacent to different zoning areas, the existing setbacks are considered adequate as buffers based on County requirements. The only possible exception would be the southern property line adjacent to the City of Winchester �. Corporate Limits. Based on the review by the City, some minor additional screening in this area may be necessary. 14. Will do. 15. Will do. 16. Please refer to my letter to Wayne Miller dated March 16, 1995 requesting a reduction in front yard setback requirements. 17. Will do. 18. Please see the Site Electrical Plan included with this submittal. 19. There are no new outdoor storage areas. 20. Will do. 21. Parking data is included on Sheet T1. Parking provided is in accordance with the Zoning Ordinance, 1 space for every 3 rooms (bedrooms). 22. Please refer to the Landscaping Plan included with this submittal. 23. Handicap parking signage will be required by General Note number 11, Sheet C1. 24. The "drainage way" that adjoins this site is simply a drainage ditch which is referred to as an Unnamed Tributary to Red Bud Run. Attached are copies of review comments / approvals for the Frederick County Sanitation Authority, and the City of Winchester. The Frederick County Fire Marshal, Frederick County Building Official and Frederick County Engineer have been sent plans and we are awaiting their responses. We will forward these to you as soon as we receive them. I trust that once you receive all the review comments, these site plans will be acceptable for approval. If you need any additional information, please do not hesitate to call. Sincerely C:�4ao af, Todd D. Poff, P.E. Civil / Structural Engineer Enclosures cc: Mr. Rick Frizzell, HCMF Corporation 0 0 HCMF 2965 Colonnade Drive, Suite 200 • Roanoke, Virginia 24018-3541 • 703-774-4263; 774-0780 FAX May 24, 1995 Evan A. Wyatt County of Frederick Department of Planning & Development P O Box 601 North Loudoun Street Winchester Va 22061 RE: Vangilder's Care Center Dear Mr. Wyatt: Please accept the attached check for Site Plan Review Fees for the project referenced above. Mills, Oliver & Webb has completed the application and will be forwarding it directly to your office within the next day or two. If you have any question, please do not hesitate to contact me at the number above. Best Regar s, � V Rick Frizzell • • March 3, 1995 Mills, Oliver & Webb, Inc. Attn: Todd Poff 200 Country Club Drive Plaza One, Building E Blacksburg, Virginia 24060 COUNTY of FREDERIC' Department of Planning and Developme 703/665-56 FAX 703 j 678-06 RE: Preliminary Site Plan Review of Van Guilders Adult Care Addition Dear Mr. Poff: I have had an opportunity to review the above referenced site plan. The following comments need to be incorporated onto the final version of this site plan: 1) Please provide your Professional Engineer's, Land Surveyor's or Architect's Certificate with the appropriate signature. 2) Please provide a signature and date block that reads Approved by the Zoning Administrator. 3) Please indicate the name and address of the owner and the developer. 4) Please provide a location map for this property. 5) Please provide a list of the required conditions placed on this site as a result of the approved Conditional Use Permit #013-93. (Refer to enclosed information) 6) Please provide the Magisterial District for this site. (Stonewall Magisterial District) 7) Please provide a north arrow for the project. 8) Please provide the zoning and property identification number for this property. 9) Please provide the use and zoning for all adjoining property owner. I have attempted to provide some of this information on the marked -up plan. 10) Our tax maps indicate that a tract still exists which is identified on the marked -up plan as property ID # 54-A-30. Our tax records indicate that this tract is owned by James Lupton. It appears that this tract has been incorporated into the Health Equity Resources tract. Please provide our department with a copy of the approved, recorded boundary line consolidation plat which accomplished this. This will enable us to update our maps and records. 11) Health Equity Resources will have to consolidate the properties that are indicated on the site plan. This is necessary to meet the setback requirements as specified in the Zoning Ordinance. 12) Please provide the correct acreage for this project. 13) Please provide the location and dimension of all required setbacks for this site. 14) Please provide the use for all existing and proposed structures. 15) Please provide the height of all new and existing structures. 107 North Kent Street P.O. Box 601 Winchester, VA 22601 Winchester, VA 22604 Page -2- Poff Letter March 3, 1995 16) The Frederick County Zoning Administrator is permitted to reduce front yard setbacks if buildings exist that are less than the current setback requirements. It appears that you will need to have the front yard setback reduced to enable the two small buildings to be joined. You need to make this request in writing to Mr. Wayne Miller, Frederick County Zoning Administrator. 17) Please provide the location, dimension and height of all existing or proposed signs on these properties. 18) Please provide the location, height, and specifications for any proposed outdoor lighting fixtures. 19) Please provide the location and specifications for the enclosure of any proposed outdoor storage area. 20) Please provide the location and specifications for enclosure of any proposed outdoor trash receptacle. 21) Please provide the appropriate parking lot calculations for this use. These calculations should also reflect the required amount of disabled parking spaces. 22) Please provide the required interior and exterior parking lot landscaping as required by the Zoning Ordinance. A landscaping plan that provides the type, size, and number of proposed plantings .needs to be incorporated on this plan. 23) Please provide the appropriate disabled parking signage necessary to meet the ADA requirements. 24) Please identify the drainage way that adjoins this site. Please provide our department with the appropriate site plan review fee, the site plan application page, and all review agency comments. The review agencies include the Frederick County Sanitation Authority, the Frederick County Building Official, the Frederick County Engineer, the Frederick County Fire Marshal, and the City of Winchester Planning Department. Once our department receives this information, a file will be created and this plan will be placed on the Planning Commission's Bimonthly Report. Our department will proceed with administrative approval of this site plan once all review agencies and the Planning Commission are satisfied. Please contact me if I may answer any questions regarding this letter. Sincerely, Evan A. 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Di=ensicrs, es, "ca-rece_^_,=, a-.d cc=s-- *c--_cr cf c1a_^se-d =cads — 3 r ccrt'_cn and d_ners__ - a,,_ __ . en _=amcas f=== w 11.L Rim ail t z cooAiTN W is (Ammv-- y N Tp DE APP WIM by GCSA c_ al.cl::dinc sewer ar_d grata-- Lj- nes. w-:tt tre s_ie c__1�_es,=.ai:.s, a^c late �,s- cc��_cr. and cc all access, ut_l_t.; and d- ai,.ace e-Secer. is - 6 Lccaticn a::d ra,`-_ Cf .4: .--e , ��es and aT ot:e= rac= , • t, . -s __es ' r.ecsssa ccde tc Weo- ` o a = tC;''C To eE wrf'Raveb sY "i RK M *A a+� CITY FIRlic 00EF D v N — — ©• Ca? c:;T atiors describi.^c t�e =ec-c'_ d cf e: - e r.� — Pz- c-rc and Iead_nc spaces Lccaticn and dipensions of all ca kinc and lcadi.-c saaces, driveways, pa_'cinc aisles, c:-binc r , and e- le- feat;:= es tc be used NEED PAgK%OG L= Lcczti cr, and d;cens_er, of all handicam_cec s=aces s Y N 4C :.:G_SC_:_C and ==._5:.ad G^ :`_.^.L': ?::.es = o-f sCae? sLc=es, ::ccc?a.res, ands, s=!c`c? _s, an-z cr�-e_�- e__^_•r=c:r.e_�—�- e= =.= es ©2 — cr_ of ace craws 1Dam"I &/ .DRA/rJ4t',ir v ,y :.c ce Lsa= N ' 7. t46Cc- e_�„S_C.. a.'.0 52C_�e^� .% C...: _.ram WIZZ exa--=',s c-2 grc-r_s_ca �c �e uzec -- 'M 8E 14 *R&4M 8Y GOJkTry �lG 1 tJE�1� 9 COUNTY of FREDERICK Department of Planning, and Development 703 / 665-5651 Fax 703 / 678-0682 February 24, 1994 HCMF Corporation Attn: Mr. Rick Frizzell 2965 Colonnade Drive Roanoke, Virginia 24018-3541 Mr. Frizzell: This letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting of February 23, 1994. Conditional use permit, ##013-93, was approved for the expansion of Vanguilders Nursing Home to accommodate a 24 bed addition to the existing main building and a 6 bed addition to two existing cottages. This property is located at the end of Pennsylvania Avenue, in the Stonewall District, and is identified as PIN 54-A-32. This use has been approved provided the following conditions are complied with: 1. A determination of water requirements must be made and any required upgrade or modifications must be addressed during the site plan process. 2. The owner must maintain the street serving this facility from the Winchester/Frederick County line into the facility. 3. A site plan for this facility must be submitted and approved prior to any construction on this facility. 4. Applicant must comply with all requirements of the state and county codes pertaining to nursing/convalescent homes at all times. If you have any questions regarding the conditions placed upon your permit please feel free to call this office. Sin erely W. Wayne iller Zoning Administrator WWM/slk cc: Natalie Cather Miller, Commissioner of Revenue 1) North l.OLOOL111 SII'CCI P.O. 11u\ 001 Winchesicr. VA 22001 Winchcslcr. VA »004 FREDERICK COUNTY SANITATION AUTHORITY POST OFFICE BOX 618 WINCHESTER, VA 22604-0618 March 6, 1995 Mr. Todd Poff, P. E. Mills, Oliver & Webb, Inc. 200 Country Club Drive Plaza One - Building E Blacksburg, VA 24060 REFERENCE: Van Gilders Adult Care Winchester, Virginia SUBJECT: Relocation of Water & Sewer Line Dear Mr. Poff: Ph. (703) 665-5690 Fax.(703) 665-6351 • CS1WE *. MAR 7 1995 !ILLS, OLIVER & WEBI I have approved the site -plan drawings for this project. The easements shown for the re -located lines meet our approval. I will need a copy of the recorded deed of easement before the water meter will be set. When the water and sewer work has been accepted by us, we will own and maintain the lines. Respectfully, Xe -40�IA4�� G. 'Whitacre Engineer /ths cf: Rick Frazzle - HCMF Corporation OFFICE: 199 FRONT ROYAL PIKE WATER AT YOUR SERVICE 0 • FREDERICK COUNTY DEPARTMENT OF PLANNING do DEVELOPMENT SITE PLAN COMMENT SHEET 4,. SUgMi"T TVVp SETS OF PLANS AND COMMENT SHEET TO RESPONDINGe,AGENCX� • i�' • FREDERICK CO UNTY SANITATION AUTHORM C� P O BOX 618 WINCHESTER, VA 22604 w 7 1995 or 199 FRONT ROYAL PIKE, WINCHESI'P-R+ VA 22602 1II.LS, OLIVER & WEBS (703) 665-5690 iitttiftt4ttt14tt4t44t4iiiitfffiiiiiiiii44ttttiii4ittititiiiiffiti4iiiififftitiit4if PROJECT NAME: H D A.,APPLICANTS (OWNER/DEVELOPER) NAME, ADDRESS, TELEPHONE NUMBER: epD P. f-df Coe IL4 4 .d� SG 00 703 - 77V-ifx0.? JN URN PLANS AND COMMENT SHEET TO (NAME AND ADDRESS): 6 00 Irw 01 i4t4t4444it44t4t444t4i4444tt44t4i4t4t4444444ifttt44444t4t4144t4ttitit4tttittt444i444 PRED ,pjCK�COUIN=—SANITATION AUTHORITY COMME DATE RECEIVED: Jc, • R�G'K f'Rl IFL"6611 L DATE REVIEW COMPLETED: REVIEWED BY: �J Request For Site Plan Comments ��`� �► � Frederick County Inspections Department �, egg `- ; o Mail to: Hand deliver t pEQS' �f1 �� Frederick County Inspections Dept. 107 N. Kent Stre 9 Atten: Building Official Fourth Floor P.O. Box 601 Winchester, VA Winchester, VA 22604 (703) 665-5650 (703) 665 - 5650 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach one copy of your site plan with this sheet. Applicant's name: fj1 u-S OBI VE2, t W!Oa . 1 N C - Address: Zoo Gow4r" Cl-wa Urtw RAZA Ors ��6• VA 7-}0(.o Phone number: 703) '5 Sz " ZI S 1 Name of development and/or description of the request: ADp ITi UN Te VI-bj (-nt j i;..nERS AnuLT l A•f-E. CEN-r K Location of development: N •- [ Inspections Department's Comments: Building shall comply with Virginia Uniform Statewide Building Code and Section 3U8, Use Group(institutional) ot the ROCA National Buildine Code/1993. Other codes that apply are title 24 Code of Federal Regulation, Part 36 Nondiscrimination on the Basis of Disability h Puhlir Arcommodarions, and in Commercial Facilities, NOTE: Fire rating of walls between existinshed and connecting buildings, Table 705.2 BOCA g and Table 313,1.2. 1-2 has a restricted types of construction under Table Inspections Dept. use only Date received Incomplete Date reviewed Signature and Date Signature and Date k6visian Date revision received ete Date approved PI�JlSE Se?Jn H To rr;`. ATrENm UlJ OF Tpp RFF 0 • Request For Site Plan Comments Frederick County Engineering Department Mail to: Frederick County Engineering Dept. Atten: Director of Engineering P.O. Box 601 Winchester, VA 22604 (703) 665 - 5643 Hand deliver to: 107 N. Kent Street Fourth Floor Winchester, VA (703) 665-5643 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two copies of your site plan with this sheet. Applicant's name: Address: Phone number: L�C)3),552 • 2tS Name of development and/or description of the ka LJ-4 Cave_ S t A.15 uest: Luckon 40 y ayl G II AtV.S Location of development: NOYA-�1 eV�A a� Pe n✓15\jya-✓t uCk Aotc kCCCCSS t V A - UJ \yA_&i�A Engineering Department's C Inn n�u"a �� ✓VV1 6AY\( nts: Y12. �cO i' 4 y Post -it' Fax Note 7671 Date pa°ges� To From 1 Co./Dept. Co. Phone H F ' ` Phone H ` ` i C COUNTY OF FREJER:CK, VIRGINIA FIRE MARSHPL'S OF�rIC= LAND DEVELOPMENT COMMENTS Control No. 0619952587 Data Received 061995 Daza Reviewed Applicant Name Mills, Oliver & Webb, Inc. Address 200 Country Club Drive -,-Plaza 1 Bldg E Blacksburg, Virginia 24060 Project Name Van Gilders Adult Care Center Phone No. 703-552-2151 Type a Application Current Zoning 1st Due Fire Co. VJ' 1st Due Rescue Co. A5, Election District RECOiNENDATEONS Automatic Sprinkler System l' Residential Spri-akler System Automatic Fire Alarm System X Other Emergency Vehicle Access; Adequate X Inadequate Not- Identir ied Fire Lanes Required; Yes x No Comments: A6 :5/ 61U,(I Drci //f i�ED✓� dJiT� %�L��/ ✓7,%TEJ) ,��l�/1/!/:�7- Rcadwav/Aislewav Widths; Adequate Ai Inadecuace No!-- Ident:ried Special Hazards Notec; Yes _Zr No Comments: - Ccnr.:nuec - 0 Hydrant Locations; Adequate X Inadequate Not IdentiFied Siamese Connection Location; Agaroved Not Approved Not IdentiFied Add i bone I Comments: Review Time Douglas A. Kiracofe Fire Marshal • Mills, Oliver & Webb, Inc. 200 Country Club Drive, Plaza One, Building E, Blacksburg, VA 24060 Tel: (703) 552-2151 FAX: (703) 951-0219 June 14, 1995 Frederick County Fire Marshal P.O. Box 601 Winchester, Virginia 22604 ATTN: Mr. Douglas A. Kiracofe Fire Marshal RE: Revised Site Plan Van Gilders Adult Care Center A/E Comm. No. 9440 Dear Mr. Kiracofe: Robert L Mills, A.I.A. Robert B. Oliver, P.E Ambler W. Webb, Jr., P.E Philip Pappas, A.I.A. Dan G. Rhudy, P.E We have completed the modifications to the site plans for the above referenced project in accordance with your comments received in this office on June 2. I have enclosed (2) copies of sheet C3 for your review and approval. If you have any questions or comments please do not hesitate to call. Sincerely, C�4u h. q1 Todd D. Poff. P.E. Civil / Structural Engineer Enclosure cc: Rick Frizzell, HCMF Evan Wyatt, Frederick Co. Planning Dept. �o JUN 1995 RECEIVED. t DEFT. OF. KA' \� AND QE) E4 P4&% 440OL001 WPO 0 0 COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL'S OFFICE LAND DEVELOPMENT COMMENTS Control No. 0527952467 Date Received 032595 Date Reviewed 052795 Applicant Name Van Guilders Care Facilit Address c/o Mills, Oliver, & Webb 200 Country Club Drive, Plaza 1, Building E Blacksburg, VA 24060 Project Name Van Guilders Care Facility Phone No. 703-552-2151 Type of Application Site Plan Current Zoning 1st Due Fire Co. 13 1st Due Rescue Co. 13 Election District Stonewall RECOMMENDATIONS Automatic Sprinkler System X Residential Sprinkler System Automatic Fire Alarm System X Other Emergency Vehicle Access; Adequate Inadequate X Not Identified Fire Lanes Required; Yes X No Comments Posted fire lanes required at all hydrant and siamese connections. Roadway/Aisleway Widths; Adequate Inadequate X Not Identified Special Hazards Noted; Yes X No Comments On landscaping plans there are several references to 4" mulch. I would strongly advise against use of mulch close to building which is to be vinyl siding. In periods of dry weather we have experienced many fires in mulch due to discarded cigarettes. These fires then communicate to the vinyl siding with rapid extension to the attic via the soffit. - Continued - Ll 9 Hydrant Locations; Adequate Inadequate X Siamese Connection Location; Approved Not Approved Not Identified Not Identified X Additional Comments: 1) Fire lane to rear of new building addition must be 20, in width per Frederick County Chapter 10. 2) The site of the relocated hydrant places it behind parking spaces. This is unacceptable. Relocate hydrant to traffic island at rear fire lane. Hydrant must be within 100' of Siamese connection. 3) Show siamese connection locations on site plan. 4) No Siamese connection or fire hydrant is to be blocked by landscaping. 5) During construction access for emergency vehicles must be maintained at all times. 6) No fire protection is to be taken out of service without notification of the Fire Marshal's Office. This includes existing sprinkler system, alarm systems, hydrants, exits, etc. 7) All changes can be shown on drawing #C-3 for re -submittal. Entire set of plans is not necessary on re -submit. 8) This is a site plan review only. Review of sprinkler plans, fire alarm plans, and kitchen hood suppression plans will occur when permits are applied for. 01 t.r �1yF-, C!F.�,iIPPPOVCD FIRE �';t;s� 7y;' , FREDERIC < R w T' 1 hr. �'.. ouglas A. Kiracofe Fire Marshal Wixyhester Are afld Rescue L. A. MILLER, FIRE CHIEF 126 NORTH CAMERON STREET, WINCHESTER, VIRGINIA 22601 EDDIE M. LILLIS, SR., CAPTAIN PHONE (703) 662.2298 FRANK E. WRIGHT, CAPTAIN FAX (703) 667.0118 TO: Tim Youmans, Planning Director Winchester Planning Department FROM: L. A. Miller ✓; �/� Fire Chief "t RE: Vangilder Care Center - Proposed Expansion DATE: December 13, 1993 I have reviewed the submitted information relating to the before referenced as well as made a site review. The following comments are based on these reviews. As the property is located within Frederick County primary responsibility for Fire & Rescue Services is Frederick County Station 13, Clearbrook Fire Company. However, as a practical matter a City Fire & Rescue Station has been requested to respond to this facility on a first call basis and due to travel distance is normally first to arrive on the scene.. The physical location of this property creates some potential difficulties as related to apparatus ingress and egress. The ability to ingress and egress may become particularly acute in the event of an incident requiring resident evacuation. Specifically, access concerns are created as the facility is located at the end of a dead end street which must be accessed by a bridge. The second concern relates to the water supply for fire protection. The water main system and hydrant locations may be inadequate to provide water supply for either built in fire protection systems or fire department operations. I understand the facility is currently served by a 1-1/2" water main/meter and there is no main of significant size extending from Pennsylvania Avenue to the facility. Furthermore, the extension of a main from Pennsylvania Avenue to the facility will result in a dead end main. Jesse Moffett has addressed this issue and has suggested an alternate water supply. I appreciate the opportunity to address concerns as related to this facility. Should there be questions, please contact me. pc: File r lAY-25-1995 16:40Y OF WINCHESTER lil l Y V yy 11`I L+1.LLw7 i iiNA X*4w F' . 01 Date Rouse City Hall 15 North Cameron Street Winchester. VA 22601 FAX MESSAGE COVER SHEET 703--s7-1815 FAX 703-722-3618 TDD 703-722-0782 Time Sent: lk• s TO THE ATTENTION OF: RE: 0..ti% Vn 1�DLk-4 Total of Pages, Including this Cover Sheet. If you did not receive all of the pages sent, please contact the sender or Pam Peacemaker at 703-667-1815 Ext. 454. The City of Winchester Fax Number is 703-722-361 S. Comments: Sent 8y: 'Ady. o:..-0 Department• q%'%% .'-' rA FAXCVSH.DaC "THE APPLE CAPITAL" MAY-25-1995 1E:40 C� OF WINCHESTER � F.02 CITY or WT,)[CH OTXR ATTNI Pianning birsotor iS North Cameron at# Minaheeter, Virginia 22601 (JOS) 661-1815 The City of Winchester planning Dept. it lwatod in Rou" City Hal1 at iS North Cotaoron St. in winchester, if your prefer to hand deliver this form. AppliaaUt t e ngm*, a4dress and Ph*Uej �auxbsr r yam* of development and/or descriptiio/z'ao_f� the r*qu*Stt //owvu /mwza city of Winohitter Commentaa ��'/]si�-G�-Y S/'-y'� C�1r'�i�� I S�� fi'T 7`i.�� D � - - �.•._ Cjrector signature land bat*$ (NOTICS TO bXxZCTOR a PLMW ICADiT. j3QTICz TO APPLIP i T it is your reaponaibility to Oompi4te this fo as accurately as possible in order to as -gist the ngancy with their reviaw. Please also attach a copy of yotir plans and/or application form. •-16- **.END- * OF WINCHESTER MEMORANDUM TO: Tim Youmans FROM: Jesse Moffett DATE: March 24, 1995 SUBJECT: Van Gilders Adult Case - Site Plan Review • P.03 Rouss City Hall 15 North Cameron Street Winchester, VA 22601 703-667-1815 FAX 703-722-3618 TDD 703-722-0782 I have reviewed the plans for this facility and have no problem with what is being proposed. I think the water and sewer service probably provides the best potential service for the facility. I would note that the Frederick County Sanitation Authority should notify us once they are providing sewer service to the second cottage so that we can set up accounts appropriately to deduct water charges for sewer charge calculation. Please let me know if you need further assistance. TO o e- j-r �' SUBJECT: FROM pity of Wiflr rester — FIRE AND RESCUE — 126 North Camaron Strset. Winchester. Virginia 22601 Phone 703-662.2208 9 FAX 703.667-0118 • TDD 703-665-5645 r �7 �7 C/� /�['•i//GC.� cC/r' //1 t ��4t�J J G/.�'1/1 / d v✓ C) C /./ C-/i/r'rI9 c rF TJ GCs.l7' PLEASE REPLY TO -I REPLY �� _/j�y.��r/•� SIGNED DATE: a.7 C. c. /a7 irrr..�J• TOTAL P.0Z MAY-26-1995 08:55 Y OF WINCHESTER P.01 CITY OF WINCHESTER, VIRGINIA Rouss City Hall lei North Cameron Street Winchester, VA 22601 708-667-1815 IYI'JIY ::.1111NI To: Todd Poff, Mills, Oliver & Webb FROM; Timothy Youmans, Planning Director, City of Winchester RE: Site Plan- 101.1 Pennsylvania Avenue DATE. May 25, 1995 I have reviewed the Request for site plan comments pertaining to the proposal by HCMF Corp to expand the vangi.l.der's Care Center at the above address, As with the Conditional Use request, I have asked our Public Utilities and Fire and Rescue Departments to provide comments also. My planning comments are genearlly the same as those made at the time of Conditional Use consideration. They are primarily related to transportation issues. In addition to the site having relatively poor street access, the site falls within an identified long-range roadway corridor extending Brooke Road west from its current terminus at route 11N to a new westerly terminus at Route 522N. "Alternative 4, Long -Range Roadway Improvements, Winchester Area Transportation Study" depicts this proposed new alignment. The applicant should give careful evaluation of the impact that this development will have relative to the transportation and landuse planning in the area. This roadway corridor offers a major enhancement to access between Fort Collier Industrial Park and Route 522 North. Currently, trucks heading south on 522 must exit 522 and make a left turn onto Route 37, make a left off of. Rte 37 just east of where 37 and Rte 11 merge, make another left onto Rte 11 south in front of Crown Cork and Seal, and make a final left turn from Rte 11 into Ft Collier Industrial Park. The only alternative currently is to weave down through the City. Please call me if you have any questions regarding this response to the request for site plan comments. Attachments "THE APPLE CAPITAL" TOTAL P.01 MEMORANDUM TO: Wayne Miller(. FROM: Jesse Moffett '1 1 DATE: December 6, 1993 RE: Conditional Use Permit, 1011 Pennsylvania Avenue Our review of the utility needs of the expansion of the Vangilder Care Center brings a few points of consideration. At the present time, the City does provide water service to the existing facility through an 1 1/2" water meter and also provides sewer service through the Pennsylvania Avenue lift station. Considering the development of further structures and consideration for fire protection, it may be in the best interests of the county to have the developer consider reconsidering his water supply and acquiring water and sewer service from Frederick County Sanitation Authority. It is my understanding that both water and sewer service is available through the county system immediately adjacent to this property. We bring this up due to the fact that there may not be adequate fire protection to meet the developer's needs. If that should be deemed inappropriate, there would have to,Yine upgrading done from the intersection of approximately Locust Avenue and Pennsylvania Avenue to the county line, providing an upgrade in the line for fire protection purposes. We will leave this to the developer's discretion. bhm Attachments 0 s� �Lp e r 10 rT- • I COUNTY of FREDERICK Department of Planning and Development 703;665-5651 FAX TRANSMITTAL PAGE FAX 703 678-0682 DATE: May 19, 1995 TRANSMITTAL TIME: PLEASE DELIVER PAGE(S) I!Wv EDIATELY TO: NAME: Mr. Vince Coinevell COMPANY: Mills, Oliver, & Webb CITY, STATE: Blacksburg, Virginia FAX NUMBER: _(703) 951-0219 RE: Van Guilder's Nursing Home Information TOTAL NUMBER OF PAGES INCLUDING THIS COVER PAGE: -3- MESSAGE: Mr. Coinevell: Please review this information that was sent to your firm at the beginning of March. Site Plan Review Fees are a $1000 base fee plus $100 per acre of developed are. Please consult with Mr. Pappas or myself if you have additional questions. FROM: Evan A. Wyatt TITLE: Planner II FREDERICK COUNTY PLANNING DEPAR'ENIENT PHONE: (703) 665-5651 FAX NUMBER: (703) 678-0682 107 North Kent Street Winchester, VA 22601 P.O. Box 601 Winchester, VA 22604 5 6 (� � n 1 �ty� side -f" •.. ,n �� AI 1►) I ,y Ir �.' "lam , t •,.a�t`SITE � li • ., � � � � , I � it ,.-..�� '' �d • - \t'1' .I I I � �, / l � � �; •+'i J 1) � i •I,.`f ✓= � � .� �.t: r rl SdHrh�, , ',I o i�•:``: �r �'.an� r tr,i.. MR fit �r t/ V I( t( "n htw.,t�,I '%'' flit r r I (� •'1'"``�!'� n� i�� ri>o( 1� a );.. ;�s "j';=1. ! : y,'.• "•rr j 1 l•ej' �tl, e��' t • � ' � 9 s i I ,l ` 11 r �'� ' • VICINITY MAP ^ ' I y� y '•�%/''�.fi'll�� :%r. �%'\•�//. (+'.r �/•��/7vl�ln t. e •ft � P� )�� SCALE 1'-2000' APPROVED BY Subdivision Administrator IX&"e OWNER'S CERTIFICATE r�.X/ Kilns Dote l % -5I The above and foregoing Lot Consolidation of the Land of health Equity Resources of Winchester, Virginia,- as appears In the ccompanoig plat, is with the free consent and In accordance ivith the undersigned o ��ers, proprietors an trustees, If any, NOTARY PUBLIC �nnsctiv�n,�- I, tT)Se-All_ ,Va Notary Public In and /f'orl the state of VWgktla, at large, do certify that %A/} ld2q .S f F`/: �Kf/D� whose name Is signed to (lie foregoing Owner's Certificate, has acknowledged the same before me In my state. Given under my hand flits do�y of ,1 f2 In &M 121°L 1995. My commission expires 6 +, �Y Id. [,E k� A.I'VEfI ERIE, I-RIE COUN 1'r; f -=;IIINSYLVANIA MY ill AIC,S1 M EXf'1HCS JAN,3 , 2000 Notary P llc SURVEYOR'S CERTIFICATE' I hereby certify that the land contained In this Lot Consolidation is the same land conveyed to Health Equity Resources of Winchester, Virginia by deeds dated 30 October 1987 and 14 August 1989, said deeds recorded in the Office of (lie Clerk of the Circuit Court of Frederick County, Virginia in Deed Book 663 at Page 122 and Deed Book 722 at Page 108, respectively. Zoned: RP Douglas Legge, L.S. Use: Residen (fat TM 54 ((A)) Pcl J2 Zoned: RP LOT• CONSOLIDA TION Use: Residential of the land of fff� H pF �l Health Equity Resources of Winchester, Virginia �I -fp Stonewall Magisterial District ,�/'�� Frederick Count); Virginia X h60KAS �LE I z o CERTIFICATE ❑. DAZE: 30 March 1995 Cover Sheet Sheet 1 of 2 ;v 1197 MARSH & LEGGE < Y Land Surveyors, P.L.C. - ,�11 S 139 North Cameron Street Wlnchester, Ytrgtnls 22601 �� (70J) 667-046e flax (703) 667-0469 DK851PG0616 James r k Mary M. Lupton DO J45 — P bet Zoned: RP Use: Restdentlof Fx shed;`6. 0� �lealth Equity Resoure J/ yam/ O.f lY.tnchester, Virginla e IM ' 54 ((A)) Pcl 32 / 1.60 Acres /J & Shed Lot 130 — Crlmmn Subdvlelon Coleen V. lfelsley DO 121 — P 129 Zoned. LR User Res/dentlat NO IFS: 1. No title report furnished. 2. Easements may exist that are not shown. J. Iron --ods found or set at all property corr.•ers. 4. Penn )4vanlo Avenue is not built according to street speclficutlons of and will no( be maintained b; , the Virginia Department of fronsporiallon or Frederick Coun(y. The Improvement and maintenance of sold rood shall be the sole responsibility of the owners of lots which are provided with access via (lie road. Sold road will not be considered for Inclusion Into the state secondary system until It meets the applicable construction standards of the Vlrglnla Department of Tronsporta(lon. The cost of bringing sold road to acceptable standards shall not be borne by the Vlrglnla Department of rransportatlon nor by Frederick County. TM 54 ((A)) Pcl 30A Zoned: RP Use: Residential TM 54 ((A)) Pcl 32 Zoned: RP Use: Residential H (ik`gj 61� ,"% y z o CERTIFICf1TE U. ► , v 1197 MINIMUM SEIBACK REQUIREMENTS: Fron t a J5' Rear 25' Side 10' AREA SUMMARY Parcel J2 0.98 Acres Parcel JOA 0.62 Acres Total Area 1.60 Acres (To Become parcel J2) 0 30 so 120 Graphic Scale In Feet 1 "=60' L 0 T CONSOLIDATION of the land of Beal th Equity Resources of Winchester, Virginia Stonewall Magisterial District Frederick County, Virginia DAZE: 30 March 1995 1 Plat: PC-94022.dwg I Sheet 2 of 2 MARSH t VIRCINII' FREDER" COUNTY. SCT. This Ir�nlyd wr wes p to me on lMrlhkLand Surve d Ie with�l eckrwwkdmenl (hereto cones 139 North Cameron Street was winko d. Tea wn�s.a to sec 5a�•1 d (70Jj tiP7-0�65 $� and W54 here been POW. M eIMS&W 49y-- 7 �c;✓ a� csi-—y CLER* • 2//W9, �zx/I t/O !/,4LLE y ,Q ,p o K 7 2 2 e c 3 4 8 (60 55 i Vh O OB 507 P 1B2 Ir. /025 PerVtl '4W, v> � PoGffR JNfO �(Q PO a 1 a ,U6 '09 � IQ S•C/PF O �G" /. P, F 5 49 ' 49 'Z/ " W /-5Z. 0/ 0.9 Lis/a5 rozec5r / •'lE14065S 1 C� .?T/Fy T. l47- 61V 141W ' 12 /999 //f/qOE A.v ACCU PATE '5&'e /EY OF 1—hz- /'.� O/'E"Pry ,PEPRESE/t/TEO dY TiSiiS PLAT ,4,U0 TyAT T./1F.Pc�"A,2E/t/O EASE�YIE.f/rS O /Z Eit/C.PDAC.//�lE,[lT,S EXCE.�i A5 S//OfU,U .UE.PED.i/ fig 6 PG'�. T/7�F SU,C�vES� i /��PEO GU. BOS�CE, ET ,9C S7Df/EGG%4Cl O/.ST,P/lT F.E'EOE.2/CK CDU.UTy, (//"PG/.U/q SCALE / ' So ' DATE A o2/C Z4, i989 1-7 (�recrtulay'E�c�Ji�tcerirr�r Stirveyirrgr Co., Inc. 1104 Baker Lane • Winchesler, Virginia • 22601. 703-662-4185 H. Bruce Edens • Presidenl �,&ALTfi O �'�'�, o � � 6 H. BRUCE EDENS a No. 162 B r o SURVti`��40 SHEET of m A goo:; 493 Pa;E 554 17' C"R44,VZ : VAS N 49 o *6 r?_/ etc- r. rI' - •-'f�1 /rJ.Op• �t Jpr, • CAAA!!.I rw re/s./ A /er (• N I I \ IV `�♦ OI � V, ACFlr ^• rn •• � c 1 i O I to s r aMr I b OI/'lL L�rarY ` V I�� a r�r rlr�Iyl� Y; Oi � of I/�Ir Cr IrM� I • I / JrIrAIJO �or1 � I i� »J 'b , n yv i•• czry Y a,.,,-.-" •eas,,yo •? ;,"_=� - ppJ° jivy lr/ 1-1 �� I v e.r /OJ. 00, i — ._ _ _ �o. ;off•-�,Nsy !'rr!'VS/ON OF Fa De/o//s 'A'ons wON ��• _ °� I/dos/ fg, sAss/• 1 Gd�Etitilt,l _.,I.I ...;�•,� I:v.t L,cA� � I tii.••, ,i:i. •II 3. El T/rLE suRvEY FLAT OF rNE LAND OF VIOLA F. ALASAUGH STONEWALL D/srR/Cr, FREDER/CK COUNTY V/RG/N/A RR JUNE 1978 SNM /Vr 0 r� 0 I BOOK 392ZP. 2�i0 1 1 D �o. Q O) r fa 513g. r 65 r %6 e P �o �S flu v r y ° S� / o \ G VJ� PLAT OF A SURVEY MADE FOR AUSTIN T. LUPTON OF Two LOTS LYING NEAR THE WINCHESTER CORPORATE LIMITS IN STONEWALL MAGISTERIAL DISTRICT OF FREDERICK COUNTY, VIRGINIA. THIS 15 THE RESIDUE AND REMAINDER OF THE SAME LAND THAT VAS CONVEYED TO THOMAS A. LUPTON AND RUTH LILLJAN LUPTCN, JOINTLY AND TO 3URVIVOR AS AT COM►.'ON LAME, BY FREDERICK A.CHRISMAN, ET ALS.. THE ( GEED 566, BY DEED DATED FEBRUARYCLERKIOFOTHE cC1IRCUUITED NCOURT OFOFREDERICK IN THE RECOROS or THE COUNTY, VIRGINIA• SURVEYED CYi� � L.S. SURVEYED MAY 24, 1972• t o' Iiting was produced to moo 'the lgar at r �c::r_ctvlad7ment tneroto annoxo was c.� �;'•.�:i:: t0 record. Tax L1 i)J.`'.-'u Dy Sic,�Ji3•J�i.1 of ,jam , and 58-54 havo been paid, if ascossablo, i L� n Clerk, i I r is p I Mills, Oliver & Webb, Inc. ' 200 Country Club Drive, Plaza One, Building E, Blacksburg, VA 24060 Tel: (703) 552-2151 FAX: (703) 951-0219 Mills, Oliver & Webb, Inc. 200 Country Club Drive, Plaza One, Building E, Blacksburg, VA 24060 Tel: (703) 552-2151 FAX: (703) 951-0219 December 7, 1994 Frederick County Planning Department P.O. Box 601 9 North Loudoun Street Winchester, Virginia 22604 Attn: Mr. W. Wayne Miller Zoning Administrator RE: Site Plan Review, Van Gilders Adult Care Center A/E Commission No. 9440 Dear Mr. Miller, Robert L Mills, A. LA. Robert B. Oliver, RE Ambler W. Webb, Jr., RE Philip Pappas, A.I.A. Dan G. Rhudy, RE ' o� asZ§k- o`` 4 a ti ti w Enclosed for your review and approval please find 1 copy of site plans and Division 2 Specifications for the above referenced project. These plans are submitted pursuant to your letter to Mr. Rick Frizzell at HCMF Corporation regarding approval of Conditional use permit #013-93 this past February. Please perform your review at your earliest possible convenience. We look forward to your response and welcome any comments or suggestions you might have. If you have any questions or need additional information, please do not hesitate to call. Sincerely, >o P Todd D. Poff, P.E. Civil / Structural Engineer cc: Mr. Rick Frizzell, HCMF Corporation ' SITE WORK SPECIFICATIONS ' ADDITIONS AND ALTERATIONS TO VAN GILDER'S ADULT CARE CENTER 78 BEDS ' FREDERICK COUNTY, VIRGINIA ' HUD PROJECT NO. 051-43135 1 COMMISSION NO. 9440 ' ARCHITECT: MILLS, OLIVER & WEBB, INC. OWNER: HCMF DEVELOPMENT CORP. CONTRACTOR: ' BONDING COMPANY: 1 DECEMBER 7, 1994 SITE WORK DIVISION 2 SECTION 02150 - SHORING AND BRACING PART 1 - GENERAL A. CONDITIONS: 1. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification sections, apply to work of this section. B. DESCRIPTION OF WORK: 1. The work to be performed under this section of the specifications comprises the furnishing of all labor and materials and the completion of all work of this section as shown on the drawings and/or herein specified. 2. In general, the work included under this section consists of, but is not limited to, the following: a. Shoring and bracing (including but not limited to soldier piles and lagging) necessary to protect existing buildings, walkways, utilities, and other improvements and excavation against loss of ground or caving embankments. b. Specifically, shoring to protect the existing cottages adjacent to where the sanitary sewer is being placed in casing. C. Maintenance of shoring and bracing. d. Removal of shoring and bracing, as required. C. RELATED WORK: 1. In general, the following related work is included in other sections of the specifications: a. Earthwork b. Trenching and Backfilling D. JOB CONDITIONS: 1. Before starting work, check and verify governing dimensions and elevations. Survey condition of adjoining properties. Take photographs to record any prior settlement or cracking of structures, pavements, and other improvements. 02150-1 9440 J �I 1 I F. SITE WORK DIVISION 2 Prepare a list of such damages, verified by dated photographs, and signed by Contractor and others conducting investigation. 2. Survey adjacent structures and improvements, establishing exact elevations at fixed points to act as benchmarks. Clearly identify benchmarks and record existing elevations. Locate datum level used to establish benchmark elevations sufficiently distant so as not to be affected by movement resulting from excavation operations. 3. During excavation, resurvey benchmarks weekly, employing a licensed land surveyor or registered professional engineer, licensed in the state of the project. Maintain accurate log of surveyed elevations for comparison with original elevations. Promptly notify Architect/Engineer if changes in elevations occur or if cracks, sags or other damage is evident. 4. Protect existing active sewer, water, electricity and other utility services and structures. SUBMITTALS: 1. Provide layout drawings for shoring and bracing system and other data prepared and sealed by the Contractor performing the work. The Contractor must be licensed in the state of the project. System design and calculations must be acceptable to local authorities having jurisdiction. QUALITY ASSURANCE: 1. Engage and assign supervision of shoring and bracing work to a qualified foundation consultant. a. Submit name of engaged consultant and qualifying technical experience. 2. Comply with local codes and ordinances of governing authorities having jurisdiction. PART 2 - PRODUCTS A. MATERIALS: 1. General: Provide suitable shoring and bracing materials which will support loads imposed. Materials need not be new, but should be in serviceable condition. a. If wood is part of shoring system near existing structures, use pressure preservative treated materials. 02150-2 9440 SITE WORK DIVISION 2 PART 3 - EXECUTION A. SHORING: 1. Wherever shoring is required, locate the system to clear permanent construction and to permit forming and finishing of concrete surfaces. Provide shoring system adequately anchored and braced to resist earth and hydrostatic pressures. 2. Shoring systems retaining earth on which the support or stability of existing strictures is dependent must be left in place at completion of work. B. BRACING: 1. Locate bracing to clear permanent work. If necessary to move a brace, install new bracing prior to removal of original brace. 2. Do not place bracing where it will be cast into or included in permanent concrete work, except as otherwise acceptable to Architect/Engineer. 3. Install internal bracing, if required, to prevent spreading or distortion to braced frames. 4. Maintain bracing until structural elements are rebraced by other bracing. 5. Repair or replace, as acceptable to Architect/Engineer, adjacent work damaged or displaced through installation or removal of shoring and bracing work. END OF SECTION 02150-3 9440 SITE WORK DIVISION 2 SECTION 02200 - EARTHWORK PART 1 -GENERAL A. CONDITIONS: 1. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification sections, apply to work of this section. B. DESCRIPTION OF WORK: 1. The work to be performed under this section of the specifications comprises the furnishing of all labor and materials and the completion of all work of this section as shown on the drawings and/or herein specified. 2. Extent of earthwork is indicated on drawings. 3. In general, the work included under this section consists of, but is not limited to, the following: a. Excavation for building foundations b. Preparation of subgrade for building slabs, walks, pavements and other structures as indicated on the drawings C. Drainage fill course for support of building slabs d. Excavating and backfilling of trenches e. Controlled fill f. Grading site to subgrade as indicated by contours, cross -sections and details g. Spreading topsoil h. Grading site to finished grade as indicated by contours, cross -sections and details C. RELATED WORK: 1. In general, the following related work is included in other sections of the specifications: 02200-1 9440 SITE WORK DIVISION 2 I a. Erosion control b. Paving and surfacing C. Landscaping d. Shoring and bracing - Refer to Section 02150 e. Placement of topsoil - Refer to Section 02900 D. JOB CONDITIONS: 1. Subsurface Investigation: A subsurface investigation is underway. For preliminary design purposes only, an allowable soil bearing capacity is assumed to be 2000 pounds per square foot. 2. Existing topographic information is taken from a field survey prepared by Gilbert W. Clifford & Associates, Inc., Winchester, Virginia dated September 1994. 3. Existing Utilities: Underground utility locations shown are approximate and were determined from above ground features and existing utility maps. Locate existing underground utilities in areas of work by hand dug test holes. If utilities are to remain in place, provide adequate means of protection during earthwork operations. a. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, notify Architect/Engineer and Owner and consult utility owner immediately for directions. Cooperate with Owner ' and utility companies in keeping respective services, and facilities in operation. Obtain approval from Owner for any additional costs related to non -emergency repairs prior to making such repairs. Repair damaged utilities to satisfaction of utility owner. b. Do not interrupt existing utilities serving facilities occupied and used by Owner or others, during occupied hours, except when permitted in writing by Architect/Engineer and then only after providing or arranging for acceptable temporary utility services. C. Provide minimum of 48-hour notice to utility owner and to Architect/ Engineer, and receive written notice to proceed before interrupting any utility. d. Demolish and completely remove from site existing underground utilities indicated to be removed. Coordinate with utility companies for shut-off of services if lines are active. 02200.2 9440 ISITE WORK DIVISION 2 1 4. Use of Explosives: Use of explosives is not permitted. 5. Protection of Persons and Property: Barricade open excavations occurring as part of this work and post with warning lights. a. Operate warning lights as recommended by authorities having jurisdiction. b. Protect structures, utilities, sidewalks, pavements and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by earthwork operations. 6. Definitions: a. Excavation consists of removal of material encountered to subgrade elevations indicated and subsequent disposal of materials removed. b. Unauthorized excavation consists of removal of materials beyond indicated subgrade elevations or dimensions without specific direction of Architect/Engineer. Perform unauthorized excavation, as well as remedial work directed by Architect/Engineer to correct such unauthorized excavations, at no additional cost to the Owner. c. Additional excavation consists of removal of materials beyond indicated subgrade elevations or dimensions at the specific direction of Architect/ Engineer or soils engineer employed by Owner. Additional excavation may be required if bearing materials at required subgrade elevations are unsuitable. Payment for removal of unsuitable material and its replacement as recommended by the soils engineer, when authorized by the Architect/Engineer, will be made by Change Order. d. Subgrade: The undisturbed earth or the compacted soil layer immediately below granular subbase, drainage fill, or topsoil materials. e. Structure: Buildings, foundations, slabs, tanks, curbs, or other man-made stationary features occurring above or below ground surface. E. QUALITY ASSURANCE: 1. Codes and Standards: Perform work in compliance with applicable requirements of governing authorities having jurisdiction. 02200-3 9440 ISITE WORK DIVISION 2 2. Testing and Inspection Service: The Owner shall employ an independent testing laboratory to perform soil testing and inspection service for quality control testing during earthwork operations, including testing of controlled backfill of all exterior pipe trenching and utility trenching which occurs under the building. 3. Soils engineer of the testing agency shall be a registered engineer, geologist or his representative, subject to approval by the Architect/Engineer, regularly engaged in soils and foundation engineering with expertise in and full capability to do all material analysis and supervision of earthwork operation. The soils engineer or his representative shall be present on site sufficient time during grading, excavation and controlled fill placement to ensure compliance with these specifications. 4. The applicable standards and specifications of the Virginia Department of Transportation apply to work of this section. I 5. The American Society of State Highway and Transportation Officials (AASHTO) standards listed apply to work of this section. 6. The American Society for Testing and Materials (ASTM) standards listed apply to work of this section. F. SUBMITTALS: 1. Test Reports: Submit the following reports, in duplicate, directly to Architect/Engineer from the testing services, with copy to the Owner and the Contractor: a. Test reports on borrow material. b. Verification of suitability of each footing subgrade material in accordance with specified requirements. C. Field reports; in -place soil density tests. d. One optimum moisture -maximum density curve for each type of soil used in the controlled fill. 11 02200-4 9440 r 1 SITE WORK DIVISION 2 IPART 2 - PRODUCTS 11 I n I A. SOIL MATERIALS: 1. Definitions: a. Satisfactory soil materials are defined as those complying with ASTM D 2487 soil classification groups GW, GP, GM, SM, SW, SP, and those deemed suitable by the soils engineer. The plasticity index should not exceed 25 and liquid limit should not exceed 50. b. Unsatisfactory soil materials are defined as those complying with ASTM D 2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH, PT, and those deemed unsuitable by the soils engineer. C. Satisfactory soil materials shall be free of clay, rock or gravel larger than 2" in any dimension for backfill and controlled fill material and 6" in any dimension for general fill material and shall be free of all debris, waste, frozen materials, vegetable and other deleterious matter, including mica or graphite in quantities which affect the quality of the soil to the extent of rendering it unsuitable, in the judgement of the soils engineer. d. Capillary water barrier beneath slabs -on -grade and drainage fill shall consist of 6" of VDOT No. 68 coarse aggregate unless otherwise indicated. B. TOPSOIL: 1. Topsoil is to be free from organic material, rock or gravel larger than 2" in any dimension, debris, waste, frozen material, vegetable and other deleterious matter. C. PIPE BEDDING MATERIAL: 1. Virginia Department of Transportation aggregate #57 or #68, or as specified. IPART 3 - EXECUTION IA. GENERAL: 11 1. The soils engineer employed by the Owner shall be on the site sufficient time during all excavation, filling and compaction operations to ensure conformance with these specifications. The soils engineer shall make recommendations in the event that excavation activities encounter unusual or unsuitable site conditions, including but not limited to, unsuitable soil materials, rock, springs, and undesirable surface and subsurface drainage conditions. 02200-5 9440 1 ISITE WORK DIVISION 2 1 2. Coordinate compaction requirement inspections with the soils engineer. 11 1 3. Remove and replace all controlled fill placed in the absence of the soils engineer at no additional cost to the Owner when so directed by soils engineer or Architect/Engineer. B. EXCAVATION: 1. Excavation is unclassified and shall be bid as "earth," and includes excavation to subgrade elevations indicated, regardless of character of materials and obstructions encountered. a. Excavation includes excavation of pavements and other obstructions visible on ground surface; underground structures, utilities and other items indicated to be demolished and removed. 2. Excavation For Structures: a. Footings have been designed for a minimum bearing capacity of 2000 pounds per square foot. b. Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10 foot , and extending a sufficient distance from footings and foundations to permit placing and removal of concrete formwork, installation of services, other construction, and for inspection. C. The soils engineer shall observe excavation for footings and foundations. The soils engineer may require some undercutting below indicated foundation elevations due to soft spots. Proofroll excavations with a loaded tandem -axle dump truck with a minimum weight of 15 tons or otherwise test the subgrade as directed by the soils engineer. Undercut areas that exhibit excessive pumping under proofrolling or unsuitable conditions in the opinion of the soils engineer and replace with controlled fill as specified under Paragraph E, CONTROLLED FILL. Adhere to the following criteria: (1) Do not leave footing excavations exposed to weather for any prolonged time. Cover and protect footing excavations from the elements. (2) Provide true and straight footing excavations with uniform level bottoms of the width indicated to ensure proper placement and cover of all reinforcement. Remove all loose materials from the excavation prior to placement of concrete. 02200-6 9440 SITE WORK DIVISION 2 1 11 (3) Provide a minimum of T-0" from finished grade to bottom of all exterior wall footings. (4) Unless otherwise indicated, center footings on columns, walls, or piers above. (5) Footings which support concrete masonry units may be stepped provided the vertical step does not exceed one-half of the horizontal distance between steps and horizontal distance between steps is not less than two feet. (6) If rock is encountered in a footing excavation, undercut it a minimum of 12" below the bottom of the footing and fill the resulting over -excavation with controlled fill. Compact as ' specified under paragraph E, CONTROLLED FILL. I E I d. Replace unauthorized excavation as follows: (1) Under footings, foundation bases, or retaining walls, fill unauthorized excavation by extending indicated bottom elevation of footing or base to excavation bottom, without altering required top elevation. Such excavation shall be filled with controlled fill as hereinafter specified. (2) In locations other than those above, backfill and compact unauthorized excavations as specified for authorized excavations of same classification, unless otherwise directed by the Architect/ Engineer. Excavation for Pavements: Cut surface tinder pavements to comply with cross - sections, elevations and grades as indicated. Trench Excavation for Pipes and Conduit: a. Excavate trenches to uniform width conforming to VDOT Standard UB-1, Type 2 for water and sanitary sewer piping, and to VDOT Standard PB-1 for storm drainage piping. For cables in conduit or pipes 2" diameter or smaller, trench shall confor►n to VDOT Standard UB-1, Type 1, except as specified in Division 16. b. Excavate trenches and conduit to depth indicated or required to establish indicated slope and invert elevations and to support bottom of pipe or conduit on undisturbed soil. Beyond building perimeter, excavate trenches to allow installation of top of pipe below frost line. 02200-7 9440 SITE WORK DIVISION 2 A A 1 r f� 'h 5. 31 7. (1) Where rock is encountered, carry excavation 6 inches below required elevation and backfill with a 6-inch layer of bedding material prior to installation of pipe. (2) At each pipe joint, dig bell holes to relieve pipe bell of loads and to ensure continuous bearing of pipe barrel on bearing surface. C. Backfill trenches in accordance with the referenced standards to the compaction specified in paragraph CONTROLLED FILL. Where trenches occur under pavement, backfill completely with compacted bedding material. Otherwise, backfill with satisfactory material as specified in PART 2. Stability of Excavations: a. General: Comply with local codes, ordinances, and requirements of agencies having jurisdiction. b. Slope sides of excavations to comply with local codes and ordinances having jurisdiction. Shore and brace where sloping is not possible because of space restrictions or stability of material excavated. Maintain sides and slopes of excavations in safe condition until completion of backfilling. Shoring and Bracing: a. Provide materials for shoring and bracing, such as sheet piling, uprights, stringers and cross -braces, in good serviceable condition. b. Establish requirements for trench shoring and bracing to comply with local codes and authorities having jurisdiction. C. Maintain shoring and bracing in excavations regardless of time period excavations will be open. Carry down shoring and bracing as excavations progresses. d. Provide permanent steel piling or pressure -creosoted timber sheet piling wherever sheet piling is specified to remain in place to prevent lateral movement of soil under adjacent structures. Cut off tops a minimum of 2'6" below final grade and leave permanently in place. Dewatering: a. Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area. 02200-8 9440 ISITE WORK DIVISION 2 in Remove water to b. Do not allow water to accumulate excavations. prevent softening of foundation bottoms, undercutting footings, and soil changes detrimental to stability of subgrades and foundations. Provide and maintain pumps, well points, sumps, suction and discharge lines, and other dewatering system components necessary to convey water away from excavations. C. Convey water removed from excavations and rain water to collecting or run-off areas. Establish and maintain temporary drainage ditches and other diversions outside excavation limits for each structure. Do not use trench excavations as temporary drainage ditches. 8. Material Storage: a. Stockpile satisfactory excavated materials where directed, until required for backfill or fill. Place, grade and shape stockpiles for proper drainage. b. Locate and retain soil materials away from edge of excavations. C. Dispose of excess soil material and waste materials as herein specified. 9. Cold Weather Protection: Protect excavated bottoms of all footings and trenches against freezing when atmospheric temperature is less than 35 degrees F (1 degree C). C. BACKFILLING: 1. Compact the backfill around the outside of all buildings to a minimum of 85 % of maximum dry density in accordance with ASTM D 698 (Standard Proctor). Do not allow heavy compaction equipment such as rollers, etc., closer to any footing than the horizontal distance subtended by a 45 degree angle with the top edge of the footing and the surface of the ground. 2. Do not backfill behind walls until permanent construction which braces the wall is in place or temporary bracing of the wall is properly installed. Complete the following items prior to backfilling: a. Acceptance of construction below finish grade including dampproofing. b. Inspection, testing, approval, and recording locations of underground utilities. C. Removal of concrete formwork. d. Removal of trash and debris. 02200-9 9440 1 SITE WORK DIVISION 2 ID. GRADING: 1. General: Uniformly grade areas within limits of grading under this section, including adjacent transition areas. Smooth finished surface within specified tolerances, compact with uniform levels or slopes between points where elevations are shown, or between such points and existing grades. 2. Grading Outside Building Lines: Grade areas adjacent to building lines to drain away from structures and to prevent ponding. 3. Finish surfaces free from irregular surface changes, and as follows: a. Lawn or Unpaved Areas: Finish areas to receive topsoil to within not more than 1 inch above or below required subgrade elevations. b. Walks: Shape surface of areas under walks to line, grade and cross- section, with finish surface not more than 1 inch above or below required subgrade elevation. C. Pavements: Shape surface of areas under pavement to line, grade and cross-section, with finish surface not more than 1/2" above or below required subgrade elevation. 4. Grading Surface Under Building Slabs: Grade smooth and even, free of voids and to required elevations. Provide final grades within a tolerance of 1/2" when tested with a 10' straightedge. The soils engineer shall verify compaction by density testing where controlled fill is required under all building footings and slabs -on -grade. 5. Compaction: After grading, compact subgrade surfaces to the depth and indicated percentage of maximum or relative density for each area classification. 6. Topsoil: After grading, spread and rough grade top soil to a minimum depth of 4 inches in grassed areas and/or where required. 7. Protection of Graded Areas: a. Protect newly graded areas from traffic and erosion. Keep free of trash and debris. b. Repair and re-establish grades in settled, eroded and rutted areas to specified tolerances. 02200-10 9440 ISITE WORK DIVISION 2 8. Fine Grading: Grade site to finished grade as indicated by contours, elevations, and details. Protect site from traffic and weather until permanently stabilized with turf or landscaping. E. CONTROLLED FILL: 1. General: Fill required to bring the site to the grades indicated shall be controlled fill as herein specified. 2. Ground Surface Preparation: a. Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placement of fills. Plow strip or break up sloped surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing surface. b. When existing ground surface has a density less than that specified under "Compaction" for particular area classification, break up ground surface, pulverize, moisture -condition to optimum moisture content, and compact to required percentage of maximum dry density, at the direction of the soils engineer. C. Prior to placement of any fill, proofroll the area upon which fill material is to be placed with a loaded tandem -axle dump truck with a minimum weight of 15 tons or otherwise test the area as directed by the soils engineer. Make a minimum of two passes at right angles to each other. Undercut areas which exhibit excessive pumping or undesirable conditions in the opinion of the soils engineer and replace with controlled fill prior to placing any additional lifts on the area. d. If undercutting for footings is required due to unsuitable material, the minimum width of the undercut shall equal the sum of the depth of undercut plus the footing width. Bring undercut to subgrade by properly placed controlled fill. e. Fill undercuts which encounter groundwater with crusher -run stone or VDOT 21-A and bring to subgrade in controlled lifts. Comply with dewatering requirements of this section. 3. Placement of Fill Material: a. Place backlill and fill materials in layers not more than 8 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material compacted by hand - operated tampers. 02200-11 9440 ISITE WORK DIVISION 2 b. Before compaction, moisten or aerate each layer as necessary to provide moisture content to within 3 % of optimum. Compact each layer to required percentage of maximum dry density for each area classification. Do not place fill material on surfaces that are muddy, frozen, or contain frost or ice. density C. Control soil and fill compaction, providing minimum percentage of specified for each area classification indicated herein. d. Percentage of Maximum Dry Density Requirements: Compact soil to not less than the following percentages of maximum dry density, in accordance with ASTM D 698 (Standard Proctor): (1) Under foundations, future building slabs, sidewalks, and pavements compact each layer to 100 percent maximum dry density (Standard Proctor). (2) Under lawn or unpaved areas, compact subgrade and each layer to 85 percent maximum dry density. te. Moisture Control: Where subgrade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of subgrade or layer of soil material. Apply water in minimum quantity as necessary to prevent free water from appearing on surface during or subsequent to compaction operations. (1) Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. (2) Stockpile or spread soil material that has been removed because it is too wet to permit compaction. Assist drying by discing, harrowing, or pulverizing until moisture content is reduced to a satisfactory value. 4. The soils engineer must laboratory test and approve all areas from which material will be obtained for the construction of controlled fill before constriction of the fill may proceed. 5. Compaction, Supervision and Testing: a. The soils engineer shall supervise all filling and compacting operations a sufficient amount of time so that he can certify that the fill was constructed in accordance with these specifications. The soils engineer shall ensure that the subgrade has been adequately prepared for filling, that acceptable quality and quantity of fill material is used in each lift, that 02200-12 9440 L] SITE WORK DIVISION 2 r� J 1 1 the specified compaction is achieved in each lift, and that the proper size fill with proper slopes is built. The soils engineer shall certify compliance with these specifications by letter mailed to the Owner, with copy to the Architect/Engineer, upon completion of the compaction. b. Notify the soils engineer prior to starting excavation and/or construction on a controlled fill. Give ample lead time in order to facilitate coordination with the soils engineer. Do not fill unless coordinated with the soils engineer. All fill constructed in the absence of the soils engineer due to lack of coordination by the Contractor shall be removed and replaced, at no additional cost to the Owner. C. Perform field density tests in accordance with ASTM D 2922, the nuclear method. Density and moisture gages shall be laboratory calibrated in accordance with ASTM D 2922 before beginning of work for each different type of material used for fill and at intervals as necessary to insure accurate readings. At the option of the soils engineer, tests may be done in accordance with ASTM D 1556, Sand -Cone method. d. The soils engineer shall direct the number and location of tests performed. Perform not less than one field density test for every 2,500 sq. ft. of area, but in no case fewer than four tests no further apart than 50 feet. In utility trenches, perform one test per 50 linear feet of trench. e. When the tests indicate that the density of any layer of fill or portion thereof is below the required density, rescarify, moisten or dry that layer or portion thereof as required, and recompact until the specified density has been obtained as determined by field tests. f. Perform compaction with sheepsfoot rollers, vibratory rollers, pneumatic rollers, or any other type of roller or compaction equipment acceptable to the soils engineer. g. When filling operations are ceased due to weather (rain, freezing, snow, etc.), do not resume construction until the soils engineer or his representative has verified that the soil strength has not been adversely affected. If the soil strength has been decreased, rework or remove it prior to placement of another lift of material upon it. 02200-13 9440 SITE WORK DIVISION 2 F G h. Ensure that the site is properly graded to permit adequate drainage during and after construction. Control all surface water which will hinder construction and/or the quality of the controlled fill. Water may be encountered which was not anticipated, at which time the soils engineer will make recommendations for its control. Meet or exceed these requirements prior to the soils engineer certifying the work. CERTIFICATIONS: 1. Certification of rough grading elevations by a registered civil engineer or land surveyor shall certify that the general grading has been completed and that the resulting grade elevations are in substantial conformity (not exceeding two -tenths of a foot) with the site grading plan. 2. The soils engineer shall submit certification of all controlled fill, subgrade, and trench backfill in writing to the Owner, with copy to the Architect/Engineer. DISPOSAL OF WASTE MATERIALS: 1. Remove waste materials, including acceptable and unacceptable excavated material, trash and debris and dispose of off Owner's property. END OF SECTION 02200-14 .,n SITE WORK DIVISION 2 SECTION 02270 - EROSION CONTROL PART 1 - GENERAL A. CONDITIONS: 1. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification sections, apply to work of this section. B. DESCRIPTION OF WORK: 1. The work to be performed under this section of the specifications comprises the furnishing of all labor and materials and the completion of all work of this section as shown on the drawings and/or herein specified. 2. In general, the work included under this section consists of, but is not limited to, the following: a. Erosion control devices as noted on drawings. b. Removal of temporary erosion control measures at the completion of the project. C. RELATED WORK: 1. In general, the following related work is included in other sections of the specifications: a. Earthwork, excavation, and backfilling - Section 02200 D. QUALITY ASSURANCE: 1. The Virginia Erosion and Sediment Control Regulations, effective September 13, 1991, and the Virginia Erosion and Sediment Control Handbook, 1992 edition. 2. The Virginia Department of Transportation (VDOT) Road and Bridge Specifications, 1991 edition. 02270-1 9440 SITE WORK DIVISION 2 PART 2 - PRODUCTS A. MATERIALS: 1. General: Standards shall be in accordance with applicable provisions listed in Chapter 3 of the Virginia Erosion and Sediment Control Handbook and applicable sections of the VDOT Road and Bridge Specifications (referenced to hereafter by section). PART 3 - EXECUTION A. PERMITS: 1. Obtain necessary permits from state and local governing officials prior to commencement of work. B. INSTALLATION: 1. General: Construction methods shall be in accordance with manufacturer's instructions, applicable sections of the Virginia Department of Transportation Road and Bridge Specifications, and the Virginia Erosion and Sediment Control Handbook. 2. Install temporary and permanent structures as noted on the drawings. 3. Remove temporary structures upon completion of construction and when the areas which they serve have stabilized. C. INSPECTIONS: 1. Frederick County, Virginia shall conduct land alteration inspections. Required inspections shall be made of the ungraded land before the permit is issued and on termination of land alteration. Termination is achieved by a written statement by Frederick County, Virginia that the permit holder has complied with the approved erosion and sediment control plan and any governing ordinances. END OF SECTION 02270-2 9440 SITE WORK DIVISION 2 SECTION 02280 - TERMITE CONTROL PART 1 - GENERAL A. CONDITIONS: 1. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification sections, apply to work specified in this section. B. DESCRIPTION OF WORK: 1. The work to be performed under this section of the specifications comprises the furnishing of all labor and materials and the completion of all work of this section as shown on the drawings and/or herein specified. 2. In general, the work included under this section consists of, but is not limited to, the following: a. Furnishing and installing complete chemical soil treatment to protect the work from damage by termites for a minimum of 5 years from date of treatment. C. RELATED WORK: 1. In general, the following related work is included in other sections of the specifications: a. Earthwork b. Vapor barrier and its installation D. QUALITY ASSURANCE: 1. In addition to requirements of these specifications, comply with manufacturer's instructions and recommendations for work, including preparation of substrate and application. 2. Engage a professional pest control operator, licensed in accordance with regulations of governing authorities for application of soil treatment solution. 3. Use only soil treatment solutions which bear a federal registration number of the U.S. Environmental Protection Agency (EPA). 02280-1 9440 SITE WORK DIVISION 2 E. JOB CONDITIONS: 1. Restrictions: Do not apply soil treatment solution until excavating, filling and grading operations are completed, except as otherwise required in construction operations. 2. To ensure penetration, do not apply soil treatment to frozen or excessively wet soils or during inclement weather. Comply with handling and application instructions of the soil toxicant manufacturer. F. SUBMITTALS: 1. Product Data: Submit manufacturer's technical data and application instructions. G. SPECIFIC PRODUCT WARRANTY 1. Furnish written warranty certifying that applied soil poisoning treatment will prevent infestation of subterranean termites and, that if subterranean termite activity is discovered during warranty period, Contractor will re -treat soil and repair or replace damage caused by termite infestation. 2. Provide warranty for a period of 5 years from date of treatment, signed by applicator and Contractor. PART 2 - PRODUCTS A. SOIL TREATMENT SOLUTION: 1. Use an emulsible concentrate insecticide for dilution with water, specially formulated to prevent infestation by termites. Fuel oil will not be permitted as a diluent. Provide a solution consisting of one of the following chemical elements and concentrations: a. Chloropyrifos ("Dursban TC"); 1.0 percent in water emulsion. b. Permathrin ("Dragnet", "Torpedo"); 0.5 percent in water emulsion. 2. Other solutions may be used as recommended by applicator and if acceptable to local governing authorities. Use only soil treatment solutions which are not injurious to planting. 02280-2 9440 ISITE WORK DIVISION 2 IPART 3 - EXECUTION A. APPLICATION: 1. Surface Preparation: Remove foreign matter which could decrease effectiveness i of treatment on areas to be treated. Loosen, rake, and level soil to be treated, except previously compacted areas under slabs and foundations. Toxicants may be applied before placement of compacted fill under slabs, if recommended by toxicant manufacturer. 2. Application Rates: Apply soil treatment solution as follows. (Application rates 1 may be adjusted by applicator or local officials to suit project and local conditions.) a. Under slab -on -grade structures, treat soil before concrete slabs are placed using either power sprayer or tank -type garden sprayer. (1) Apply 4 gallons of chemical solution per 10 lin. ft. to soil critical areas under slab, such as along inside of foundation walls, along both sides of interior partition walls, around plumbing and electric conduit penetrating slab, and around interior column footings. (2) Apply one gallon of chemical solution per 10 sq. ft. as an overall treatment under slab and attached slab areas where fill is soil or unwashed gravel. Apply 1-1/2 gallons per 10 sq. ft. of chemical solution to areas where fill is washed gravel or other coarse absorbent material. (3) Apply 4 gallons of chemical solution per 10 lin. ft. of trench, for ' each foot of depth from grade to footing, along outside edge of building. Dig a trench 6" to 8" wide along outside of foundation to a depth of not less than 12". Punch holes to top of footing at not more than 12" o.c. and apply chemical solution. Mix chemical solution with the soils as it is being replaced in trench. b. At hollow masonry foundations or grade beams, treat voids at rate of 2 gal. per 10 lin. ft., poured directly into the hollow spaces. C. At expansion joints, control joints, and areas where slabs will be penetrated, apply at rate of 4 gallons per 10 lin. ft. of penetration. 3. Allow not less than 12 hours for drying after application, before beginning concrete placement or other construction activities. d 1 02280-3 9440 DIVISION 2 SITE WORK 4. Post signs in areas of application warning workers that soil poisoning has been applied. Remove signs when areas are covered by other construction. 5. Reapply soil treatment solution to areas disturbed by subsequent excavation or other construction activities following application. END OF SECTION i 1 02280-4 9440 SITE WORK DIVISION 2 SECTION 02513 - ASPHALT CONCRETE PAVING PART 1 - GENERAL A. CONDITIONS: 1. Drawings and general provision of Contract, including General and Supplementary Conditions and Division 1 specification sections, apply to work of this section. B. DESCRIPTION OF WORK: 1. The work to be performed under this section of the specifications comprises the furnishing of all labor and materials and the completion of all work of this section as shown on the drawings and/or herein specified. 2. In general, the work included tinder this section consists of, but is not limited to, the following: a. Asphalt paving - entrance and parking areas b. Pavement markings C. Repair and replacement of existing asphalt C. RELATED WORK: 1. In general, the following related work is included in other sections of the specifications: a. Grading b. Drainage C. Portland cement concrete D. JOB CONDITIONS: 1. Weather Limitations: Apply prime and tack coats when ambient temperature is above 50 degrees F (10 degrees C), and when temperature has not been below 35 degrees F (1 degree C) for 12 hours immediately prior to application. Do not apply when base is wet or contains an excess of moisture. 02513-1 9440 SITE WORK DIVISION 2 E. F a. Construct asphalt concrete surface course when atmospheric temperature is above 40 degrees F (4 degrees C), and when base is dry. Base course may be placed when air temperature is above 30 degrees F (-1 degree C) and rising. 2. Grade Control: Establish and maintain required lines and elevations. SUBMITTALS: 1. Material Certificates: Provide copies of materials certificates signed by material producer and Contractor, certifying that each material item complies with, or exceeds, specified requirements. 2. Pavement Markings: Submit scaled, dimensioned drawings of pavement markings and their locations, including but not limited to, directional arrows, fire lane markings and handicap parking symbols. QUALITY ASSURANCE: 1. Virginia Department of Highways and Transportation (VDOT) Standards and Specifications, 1991 edition. PART 2 - PRODUCTS A. MATERIALS: 1. General: All materials shall be in accordance with the applicable provisions of VDOT Specifications, latest edition, referred to hereinafter by section. 2. Pavement: a. Subgrade shall conform to Section 305. b. Aggregate base course shall conform to Section 208, Type I, Size No. 21A. C. Tack coat shall conform to Section 310, grade RC-70. d. Prime coat shall conform to Section 311. e. Seal coat shall conform to Section 312. f. Surface treatment shall conform to Section 313. g. Surface course shall conform to Table II-13 of Section 211. 02513-2 9440 SITE WORK DIVISION 2 F_j F n U C 3. Pavement marking material shall be white chlorinated -rubber base traffic lane - marking type, factory mixed, quick drying, and non -bleeding, manufactured for this purpose. Use white for parking stripes, for directional markings, and for handicap parking symbols. PART 3 - EXECUTION A. SUBGRADE PREPARATION: 1. At the completion of excavation and grading work, scarify the subgrade area to receive paving to a depth of 6 inches for a minimum distance of 2 feet beyond the edges of pavement on both sides. Remove spongy soil, rock, or other unsuitable material and replace with approved material. Compact the subgrade at optimum moisture to not less than 95 % of maximum density as specified in section "Earthwork." Shape the subgrade to the section indicated and check with a straightedge. The subgrade shall not vary more than 1/10 of a foot from the indicated grades or elevations. Subgrade shall be in accordance with VDOT Section 305. B. AGGREGATE BASE: 1. Place material to the required compacted thickness. Place and compact in accordance with VDOT Section 309. C. SURFACE PREPARATION: 1. Remove loose material from compacted subbase or base surface immediately before applying herbicide treatment or prime coat. 2. Proofroll prepared subbase or base surface to check for unstable areas and areas requiring additional compaction. 3. Do not begin paving work until deficient subbase or base areas have been corrected and are ready to receive paving. 4. Sawcut edges of existing pavement or concrete where new paving is to meet existing. D. PRIME AND TACK COATS: 1. Prime Coat: Apply at rate of 0.20 to 0.50 gal. per sq. yd., over compacted surface. Apply material to penetrate and seal, but not flood surface. Cure and dry as long as necessary to attain penetration and evaporation of volatile. Prime coat shall be in conformance with Section 311. 02513-3 9440 J 1 SITE WORK DIVISION 2 2. Tack Coat: Apply to contact surfaces of previously constructed asphalt or portland cement concrete and surfaces abutting or projecting into asphalt concrete pavement. Distribute at rate of 0.05 to 0.15 gal. per. sq. yd. of surface. Tack coat shall be in conformance with Section 310. 3. Allow to dry until at proper condition to receive paving. 4. Exercise care in applying bituminous materials to avoid smearing of adjoining ' concrete surfaces. Remove and clean damaged surfaces. E. ASPHALT CONCRETE COURSES: 1. Placing Mix: a. General: Place asphalt concrete mixture on prepared surface, spread and strike -off. Place inaccessible and small areas by hand. Place each course to required grade, cross-section, and compacted thickness, in accordance with drawings and Section 315. H I N U I b. Paver Placing: Place in strips not less than 10 feet wide, unless otherwise acceptable to Architect/Engineer. After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. Complete base course for a section before placing surface course. C. Joints: Make joints between old and new pavements, or between successive days' work, to ensure continuous bond between adjoining work. Construct joints to have same texture, density and smoothness as other sections of asphalt concrete course. Clean contact surfaces and apply tack coat. 2. Rolling: a. General: Begin rolling when mixture will bear roller weight without excessive displacement. Rolling shall be in accordance with Section 315. (1) Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to rollers. b. Patching: Remove and replace paving areas mixed with foreign materials and defective areas. Cut-out such areas and fill with fresh, hot asphalt concrete. Compact by rolling to maximum surface density and smoothness. C. Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and hardened. 02513-4 9440 SITE WORK DIVISION 2 9 F. SEAL COAT: Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked. 1. General: Do not begin seal coating until the surface is thoroughly compacted, cleaned of all dust, mud and foreign matter and the section to be sealed has been accepted. Seal coating shall be in conformance with Section 312. G. PARKING STRIPES, HANDICAP SYMBOLS AND LANE MARKINGS: 1. Cleaning: Sweep and clean surface to eliminate loose material and dust. 2. Striping: a. Verify layout and placement with Architect/Engineer before applying paint. b. Apply paint with mechanical equipment to produce 4" wide strips with uniform straight edges. Apply in number of coats and at rates as recommended by manufacturer. H. FIELD QUALITY CONTROL: 1. General: Test in -place asphalt concrete courses for compliance with requirements for thickness and surface smoothness. Repair or remove and replace unacceptable paving as directed by Architect/Engineer. 2. Thickness: In -place compacted thickness will not be acceptable if exceeding following allowable variation from required thickness: a. Base Course: 1/2", plus or minus b. Surface Course: 1/4", plus or minus. 3. Surface Smoothness: Test finished surface of each asphalt concrete course for smoothness, using 10' straightedge applied parallel with, and at right angles to centerline of paved area. Surfaces will not be acceptable if exceeding the following tolerances for smoothness. Check surface areas at intervals as directed by Architect/Engineer. a. Base Course Surface: 1/4". b. Wearing Course Surface: 3/16". 02513-5 9440 SITE WORK DIVISION 2 C. Crowned Surfaces: Test with crowned template centered and at right angle to crown. Maximum allowable variance from template, 1/4". END OF SECTION 02513-6 9440 SITE WORK DIVISION 2 SECTION 02520 - PORTLAND CEMENT CONCRETE PAVING PART 1 - GENERAL A. CONDITIONS: 1. Drawings and general provision of Contract, including General and Supplementary Conditions and Division 1 specification sections, apply to work of this section. B. DESCRIPTION OF WORK: 1. The work to be performed under this section of the specifications comprises the furnishing of all labor and materials and the completion of all work of this section as shown on the drawings and/or herein specified. 2. In general, the work included under this section consists of, but is not limited to, the following: a. Concrete curbs, gutters, entrances b. Walkways, exterior stairs C. The applicable provisions of Division 3 are hereby made a part of this section and the Contractor is cautioned to read Division 3 carefully as items of work applicable to this section are included therein. C. RELATED WORK: 1. In general, the following related work is included in other sections of the specifications: a. Grading b. Site drainage C. Asphalt paving d. Concrete for buildings D. QUALITY ASSURANCE: 1. Virginia Department of Highways and Transportation (VDOT) Standards and Specifications, 1991 edition. 02520-1 9440 SITE WORK DIVISION 2 2. Cast -in -place concrete shall comply with the Building Code Requirements for Reinforced Concrete (ACI 318) and all applicable requirements of the Specifications for Structural Concrete for Building (ACI 301). 3. The American Society for Testing and Materials (ASTM) standards listed. 4. The American Association of State Highway and Transportation Officials standards listed. E. JOB CONDITIONS: 1. Grade Control: Establish and maintain required lines and elevations. 2. Traffic Control: Maintain access for vehicular and pedestrian traffic as required for other construction activities. a. Coordinate with requirements for "Temporary Facilities" specified in Division 1. PART 2 - PRODUCTS A. MATERIALS: 1. Concrete (Air -Entrained per Section 03310 - CONCRETE WORK): a. Class "A" concrete, 4000 psi strength at twenty-eight (28) days. b. Concrete walks shall be a minimum of 4" thick reinforced with one layer of 6x6 - W 1.4 x W 1.4 welded wire fabric placed 1-1/2" from the top surface of the concrete as indicated. Place walks over 4" of crushed stone. C. Concrete walks, slabs and pads shall have perpendicular broom finish. Edges of walks and joints to have 1/8" tooled radius. d. Concrete curb and gutter shall conform to VDOT Standard CG-6. 2. Forms: Steel, wood, or other suitable material of size and strength to resist movement during concrete placement and to retain horizontal and vertical alignment until removal. Use straight forms, free of distortion and defects. a. Use flexible spring steel forms or laminated boards to form radius bends as required. 02520-2 9440 ISITE WORK DIVISION 2 b. Coat forms with a nonstaining form release agent that will not discolor or deface surface of concrete. ASTM A 185. 3. Welded Wire Mesh: Welded plain cold -drawn steel wire fabric, a. Furnish in flat sheets, not rolls, unless otherwise acceptable to Arch itect/Engineer. 4. Reinforcing Bars: Deformed steel bars, ASTM A 615, Grade 60. 5. Fabricated Bar Mats: Welded or clip -assembled steel bar or rod mats, ASTM A 184. Use ASTM A 615, Grade 60 steel bars, unless otherwise indicated. 6. Joint Dowel Bars: Plain steel bars, ASTM A 615, Grade 60. Cut bars true to length with ends square and free of burrs. 7. Hook Bolts: ASTM A 307, Grade A bolts, internally and externally threaded. Design hook bolt joint assembly to hold coupling against pavement form and in position during concreting operations, and to permit removal without damage to concrete or hook bolt. 8. Expansion Joint Materials: One-half inch expansion joints to be asphalt impregnated material, designed for the purpose, per ASTM 1752. 9. Liquid -Membrane Forming and Sealing Curing Compound: Comply with ASTM C 309, Type I, Class A unless other type acceptable to Architect/Engineer. Moisture loss no more than0.55 gr./sq. cm. when applied at 200 sq. ft./gal. 10. Bonding Compound: Polyvinyl acetate or acrylic base, rewettable type. 11. Epoxy Adhesive: ASTM C 881, 2-component material suitable for use on dry or damp surfaces. Provide material "Type", "Grade", and "Class" to suit project requirements. B. CONCRETE MIX, DESIGN, AND TESTING: 1. General: Comply with requirements of applicable Division 3 sections for concrete mix design, sampling and testing, and quality control and as herein specified. 2. Design mix to produce normal -weight concrete consisting of portland cement, aggregate, water -reducing or high -range water -reducing admixture (superplasticizer), air -entraining admixture, and water to produce the following properties: 02520-3 9440 SITE WORK DIVISION 2 a. Compressive Strength: 4000 psi, minimum at 28 days, unless otherwise indicated. b. Slump Limits: 8 inches minimum and 11 inches maximum for concrete containing high -range water -reducing admixture (superplasticizer); 3 inches maximum, plus or minus one inch, for other concrete. C. Air Content: 5 to 8 percent. PART 3 - EXECUTION A. SURFACE PREPARATION: 1. Remove loose material from compacted subbase surface immediately before placing concrete. B. FORM CONSTRUCTION: 1. Set forms to required grades and lines, braced and secured. Install forms to allow continuous progress of work and so that forms can remain in place at least 24 hours after concrete placement. 2. Check completed formwork for grade and alignment to following tolerances: a. Top of forms not more than 1/8-inch in 10 feet. b. Vertical face on longitudinal axis, not more than 1/4-inch in 10 feet. 3. Clean forms after each use and coat with form release agent as required to ensure separation from concrete without damage. 4. Slope step treads at 1/4-inch per foot to drain. C. REINFORCEMENT: 1. Locate, place, and support reinforcement as specified in Division 3 sections, unless otherwise indicated. D. CONCRETE PLACEMENT: 1. General: Comply with requirements of Division 3 sections for mixing and placing concrete, and as herein specified. 02520-4 9440 ISITE WORK DIVISION 2 2. Do not place concrete until subbase and forms have been checked for line and grade. Moisten subbase if required to provide a uniform dampened condition at time concrete is placed. Do not place concrete around manholes or other structures until they are at required finish elevation and alignment. 3. Place concrete by methods that prevent segregation of mix. Consolidate concrete along face of forms and adjacent to transverse joints with internal vibrator. Keep vibrator away from joint assemblies, reinforcement, or side forms. Use only square -faced shovels for hand -spreading and consolidation. Consolidate with care to prevent dislocation of reinforcing, dowels, and joint devices. a. Use bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. b. Deposit and spread concrete in a continuous operation between transverse joints as far as possible. If interrupted for more than 1/2 hour, place a construction joint. C. Do not operate equipment on concrete until pavement has attained sufficient strength to carry loads without injury. 4. Fabricated Bar Mats: Keep mats clean and free from excessive rust, and handle units to keep them flat and free of distortions. Straighten bends, kinks, and other irregularities or replace units as required before placement. Set mats for a minimum 2-inch overlap to adjacent mats. a. Place concrete in 2 operations; strike off initial pour for entire width of placement and to the required depth below finish surface. Lay fabricated bar mats immediately in final position. Place top layer of concrete, strike off, and screed. a b. Remove and replace portions of bottom layer of concrete that have been placed more than 15 minutes without being covered by top layer or use bonding agent if acceptable to Architect/Engineer. 5. Curbs and Gutters: Automatic machine may be used for curb and gutter placement at Contractor's option. Machine placement must produce curbs and gutters to required cross-section, lines, grades, finish, and jointing as specified for formed concrete. If results are not acceptable, remove and replace with formed concrete as specified. 02520-5 9440 ISITE WORK DIVISION 2 E. JOINTS: 1. General: Construct expansion, weakened -plane (contraction), and construction joints true to line with face perpendicular to surface of concrete. Construct transverse joints at right angles to the centerline, unless otherwise indicated. When joining existing structures, place transverse joints to align with previously placed joints, unless otherwise indicated. In sidewalks, place joints at a spacing equal to walk width unless otherwise indicated. 2. Contraction Joints: Provide contraction joints, sectioning concrete into areas as shown on drawings. Constrict joints for a depth equal to at least 1/4 concrete thickness, as follows: a. Tooled Joints: Form contraction joints in fresh concrete by grooving top portion with a recommended cutting tool and finishing edges with a jointer. b. Sawed Joints: Form contraction joints with powered saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut joints into hardened concrete as soon as surface will not be torn, abraded, or otherwise damaged by cutting action. C. Inserts: Use embedded strips of metal or sealed wood to form contraction joints. Set strips into plastic concrete and carefully remove strips after concrete is hardened. 3. Construction Joints: Place construction joints at end of placements and at locations where placement operations are stopped for more than 1/2 hour, except where such placements terminate at expansion joints. a. Construct joints as shown or, if not shown, use standard metal keyway - section forms. b. Where load transfer -slip dowel devices are used, install so that one end of each dowel bar is free to move. 4. Expansion Joints: Provide premolded joint filler for expansion joints abutting concrete curbs, catch basins, manholes, inlets, structures, walks, and other fixed objects, unless otherwise indicated. a. Extend joint filler frill width and depth of joint, not less than 1/2-inch nor more than 1 inch below finished surface where joint sealer is indicated. If no joint sealer, place top of joint filler flush with finished concrete surface. 1 02520-6 9440 ISITE WORK DIVISION 2 b. Furnish joint fillers in one-piece lengths for full width being placed wherever possible. Where more than one length is required, lace or clip joint filler sections together. C. Protect top edge of joint filler during concrete placement with a metal cap or other temporary material. Remove protection after concrete has been placed on both sides of joint. d. Locate expansion joints at 50 feet o.c. for each pavement lane unless otherwise indicated. 5. Fillers and Sealants: Comply with requirements of applicable Division 7 sections for preparation of joints, materials, installation, and performance. F. CONCRETE FINISHING: 1. After striking -off and consolidating concrete, smooth surface by screeding and floating. Use hand methods only where mechanical floating is not possible. Adjust floating to compact surface and produce uniform texture. 2. After floating, test surface for trueness with a 10-foot straightedge. Distribute concrete as required to remove surface irregularities, and refloat repaired areas to provide a continuous smooth finish. 3. Work edges of slabs, walks, and formed joints with an edging tool, and round to 1/2-inch radius, unless otherwise indicated. Eliminate tool marks on concrete surface. I 4. After completion of floating and when excess moisture or surface sheen has disappeared, complete troweling and finish surface as follows: a. Broom finish by drawing a fine -fair broom across concrete surface perpendicular to line of traffic. Repeat operation if required to provide a fine line texture acceptable to Architect/Engineer. (1) On inclined slab surfaces, provide a coarse, non -slip finish by scoring surface with a stiff -bristled broom, perpendicular to line of traffic. b. Steel trowel finish by drawing a steel trowel across concrete surface parallel to direction of play. Repeat to provide a smooth surface acceptable to Architect/Engineer. 02520-7 ME SITE WORK DIVISION 2 C. Burlap finish by dragging a seamless strip of damp burlap across concrete, perpendicular to line of traffic. Repeat operation to provide a gritty texture acceptable to Architect/Engineer. 5. Do not remove forms for 24 hours after concrete has been placed. After form removal, clean ends of joints and point -up any minor honeycombed areas. Remove and replace areas or sections with major defects, as directed by Architect/Engineer. CURING: 1. Protect and cure finished concrete paving in compliance with applicable requirements of Division 3 sections. Use membrane -forming curing and sealing compound or approved moist -curing methods. REPAIRS AND PROTECTIONS: 1. Repair or replace broken or defective concrete, as directed by Architect/ Engineer. 2. Drill test cores where directed by Architect/Engineer when necessary to determine magnitude of cracks or defective areas. Fill drilled core holes in satisfactory pavement areas with portland cement concrete bonded to pavement with epoxy adhesive. 3. Protect concrete from damage until acceptance of work. Exclude traffic from pavement for at least 14 days after placement. When construction traffic is permitted, maintain pavement as clean as possible by removing surface stains and spillage of materials as they occur. a. Sweep concrete pavement and wash free of stains, discolorations, dirt, and other foreign material just before final inspection. END OF SECTION 02520-8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SITE WORK DIVISION 2 SECTION 02666 - POTABLE WATER SYSTEMS PART 1 - GENERAL A. CONDITIONS: 1. Drawings and general provision of Contract, including General and Supplementary Conditions and Division 1 specification sections, apply to work of this section. B. DESCRIPTION OF WORK: 1. The work to be performed under this section of the specifications comprises the furnishing of all labor and materials and the completion of all work of this section as shown on the drawings and/or herein specified. 2. In general, the work included under this section consists of, but is not limited to, the following: a. On -site water supply system b. Water meter and associated valves, fittings C. Thrust blocks, concrete encasement and vaults d. Fire water supply and hydrants e. The applicable provisions of Section 02200 are hereby made a part of this section and the Contractor is cautioned to read Section 02200 carefully as items of work applicable to this section are included therein. C. RELATED WORK: 1. In general, the following related work is included in other sections of the specifications: a. Storm drainage piping b. Sanitary sewer piping C. Domestic water piping inside the building and to five feet outside of building. 02666-1 9440 ISITE WORK DIVISION 2 ID. QUALITY ASSURANCE: 1. Manufacturer's Qualifications: Firms regularly engaged in manufacture of 1 potable water and fire water systems materials and products, of types and sizes required, whose products have been in satisfactory use in similar service for not less than 5 years. 2. Installer's Qualifications: Firm with at least 3 years of successful installation experience on projects with potable water piping work similar to that required for project. 3. Codes and Standards: a. Plumbing Code Compliance: Comply with applicable portions of state plumbing code and local standards pertaining to selection and installation of potable water system materials and products. Adhere to the standards and specifications of Frederick County Sanitary Authority as part of this section. b. ANSI standards listed C. ASTM specifications listed d. AWWA standards listed. e. NFPA Compliance: Install fire water systems in accordance with NFPA 24 "Standard for the Installation of Private Fire Service Mains and Their Appurtenances. " rf. Local Fire Department/Marshal Regulations: Comply with governing regulations pertaining to hydrants, including hose unit threading and similar matching of connections. g. UL Compliance: Provide fire hydrants that comply with UL 246 "Hydrants for Fire -Protection Service" and are listed by UL. 4. Certification: Provide manufacturer certification that all inspections and tests have been made and met in accordance with product specifications. 5. Marking Pipe: The manufacturer's mark and date of manufacture shall be distinctly marked on all pipe. 02666-2 9440 ISITE WORK DIVISION 2 1 E. JOB CONDITIONS: 1. Protection of Water Supplies: a. General: During the course of the construction take proper steps to protect water supply facilities within the limits of construction from contamination by sewage. Use the following criteria to govern the installation of water line in the proximity of sewage facilities. b. Horizontal Separation: Wherever possible, lay water line at least ten feet horizontally from existing or proposed sewage lines. Measure the distance edge to edge. If local conditions prevent a lateral separation of ten feet, a water line may be laid closer than ten feet to a sewer if it is laid in a separate trench; if it is laid in the same trench with the sewer located on ' one side of a bench of undisturbed earth; and if in either case the elevation of the top (crown) of the sewer is at least 18" below the bottom (invert) of the water main. C. Vertical Separation: Where sanitary sewer and water mains cross, the water line shall pass over the sewer with a vertical separation of 18", 1 clear, between the lines if possible. (1) Where the sewer must pass over the water line, the sewer shall be ' constructed of ductile iron with flexible couplings for a distance of 10 feet to each side of the crossing. Joints in the water line shall be equidistant from the crossing. A vertical separation of 18", clear, shall separate the lines. (2) A water line shall not contact or pass through a sanitary manhole or clean out. Notify the Architect/Engineer at once when, during the course of construction, it becomes apparent that this work will result in the violation of the above criteria. Upon such notification, the Architect/Engineer shall issue instructions for remedial measures. F. SUBMITTALS: 1. Product Data: Submit manufacturer's technical product data and installation instructions for each potable water system material and product specified. 2. Shop Drawings: Submit shop drawings for potable water systems, showing piping materials, size, locations, and elevations. Include details of underground structures, connections, thrust blocks, and anchors. Show interface and spatial relationship between piping and proximate structures. 02666-3 9440 ISITE WORK DIVISION 2 IPART 2 - PRODUCTS A. IDENTIFICATION: 1. Underground -Type Plastic Line Markers: Manufacturer's standard permanent, bright -colored, continuous -printed plastic tape, intended for direct -burial service; not less than 6" wide by 4 nnls thick. Provide blue tape with black printing reading "CAUTION WATER LINE BURIED BELOW". 2. Nonmetallic Piping Label: If nonmetallic piping is used for water service, provide engraved plastic laminate, label permanently affixed to main electrical meter panel stating "THIS STRUCTURE HAS A NONMETALLIC WATER SERVICE". 1 B. PIPES AND PIPE FITTINGS: 1. General: Provide piping materials and factory -fabricated piping products of sizes, i types, pressure ratings, and capacities as indicated. Where not indicated, provide ■ proper selection as determined by installer to comply with installation requirements. Provide sizes and types matching piping and equipment connections; provide fittings of materials which match pipe materials used in potable water systems. Where more than one type of materials or products are indicated, selection is installer's option. Provide materials and products complying with NFPA 24 where applicable. Connect pipe of different size or material with standard connections manufactured for the purpose. 2. Piping: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of same material and weight/class as pipes, with joining method as indicated. a. Ductile -Iron Pipe: AWWA C151, with cement mortar lining complying with AWWA C104; Class 52 unless otherwise indicated. (1) Fittings: Ductile -iron, AWWA C110; cement lined, AWWA 1 C104; and rubber -gasket joints, AWWA C111. b. Polyvinyl Chloride (PVC) Pipe: AWWA C900 for sizes 4" through 12"; Class 100. (1) Fittings: Ductile -iron complying with AWWA C110, cement lined, with rubber gaskets conforming to AWWA C111. C. Polyvinyl Chloride (PVC) Pipe: ASTM D 1785, Schedule 40 for sizes 1/2" through 3". 02666-4 1 SITE WORK DIVISION 2 Fittings: PVC, Schedule 40 socket -type, solvent cement joints; or elastomeric gasketed joints. IC. METERS: 1. Turbine -Type Meters: Provide as indicated, turbine -type meters, UL-listed, 175 psi working pressure, with accuracy of plus or minus 3 % for rated flow. D. VALVES: 1. Potable Water System: a. Gate Valves: Provide as indicated, gate valves, AWWA C500, 175 psi working pressure. Provide threaded, flanged, hub, or other end configurations to suit size of valve and piping connection. Provide inside screw type for use with curb valve box, iron body, bronze -mounted, double disc, parallel seat, non -rising stem. b. Provide valve box as recommended by manufacturer with each valve provided. 2. Fire Water System: a. Gate Valves: Provide gate valves, UL-listed, 175 psi working pressure for 12" and smaller, 1550 psi for sizes larger than 12" . Provide threaded, flanged, hub, or other end configurations to suit size of valve and piping connection. Provide inside screw type for use with indicator post, iron body bronze mounted, non -rising stem, solid wedge disc. b. Indicator Posts: Provide indicator posts, UL-listed, designed for use with underground gate valves to provide aboveground means for operating valves and indicating position of valves. Provide telescopic barrel type with indicating target, intended for use with gate valves 4" through 14", with operating wrench. E. ACCESSORIES: 1. Anchorages: Provide anchorages for tees, wyes, crosses, plugs, caps, bends, valves, and hydrants. After installation, apply full coat of asphalt or other acceptable corrosion -retarding material to surfaces of ferrous anchorages. and Washers: Steel a. Clamps, Straps, , ASTM A 506. b. Rods: Steel, ASTM A 575. 02666-5 9440 SITE WORK DIVISION 2 1 t 1 1 1 1 1 1 1 1 1 1 1 1 C. Rod Couplings: Malleable -iron, ASTM A 197. d. Bolts: Steel, ASTM A 307. e. Cast -Iron Washers: Gray -iron, ASTM A 126. f. Thrust Blocks: Concrete, 3,000 psi, in conformance with Division 3 requirements. F. FIRE HYDRANTS: 1. General: Provide cast-iron body fire hydrants, compression type, opening against pressure and closing with pressure, base valve design, 150 psi working pressure, with 1/4" gage tapping and bronze plug in standpipe. 2. Features: Provide the following features: a. Size: 5-1/4" valve opening. b. Direction to Open Hydrant: Left. C. Size and Shape of Operating and Cap Nuts: Pentagon 1-1/2" point to flat. d. Hose Nozzles 2-2 1/2" National Standard Thread, cap and chain. e. Pumper Nozzles 1-4 1/2" National Standard Thread, cap and chain. f. Depth of Trench: 5'-011 . g. Connection to Main: 6" mechanical joint. PART 3 - EXECUTION A. INSPECTION: 1. General: Examine areas and conditions under which potable water system's materials and products are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to installer. B. EXCAVATION AND BACKFILL: 1. General: Trench excavation for underground pipe lines shall conform to the requirements of Section 02200. Minimum cover to top of pipe is 36". 02666-6 9440 SITE WORK DIVISION 2 2. Backfilling: Conduct backfilling operations of open -cut trenches, closely following laying, jointing and bedding of pipe, and after initial inspection and testing are completed. C. INSTALLATION OF PIPE, FITTINGS AND ACCESSORIES: 1. Handling: Place pipe in the trench in such a manner as to prevent damage to the pipe and protective coatings and linings. Under no circumstances drop or dump pipe into the trench. As the temperature approaches or drops below freezing, use extra care in handling PVC pipe. Do not expose PVC pipe in storage to sunlight. Cover it with an opaque material in a manner that permits air circulation tinder the cover. a. Ductile -Iron Pipe: Install in accordance with AWWA C600 "Standard for Installation of Ductile -Iron Water Mains and Their Appurtenances". b. Polyvinyl Chloride Pipe: Install in accordance with manufacturer's installation instructions. 2. Cleaning: Take every precaution to prevent foreign material from entering the pipe while it is being placed in the line. Clean and lubricate spigot and bell ends of the pipe and gaskets according to the manufacturer's instructions. At times when pipe laying is not in progress, close the open ends of the pipe with watertight plugs. 3. Direction of Laying: Lay pipe with bell ends facing in the direction of laying, unless otherwise directed by the Architect/Engineer. Where pipe is laid on a grade of 10 percent or greater, start laying at the bottom and proceed upward with the bell ends of the pipe upgrade where feasible. 4. Deflection of Joints: Flexible pipe may be deflected at the joints in the trench to the limits recommended by the manufacturer. 5. Setting of Valves and Fittings: Provide a valve box for each valve. The valve box shall not transmit shock or stress to the valve and shall be centered and plumb over the wrench nut of the valve, with the box cover flush with the surface of the finished pavement or ground. 6. Anchorage: Protect pipe against damage by suitable anchors, installed at direction changes as a result of fittings and all other critical points. Provide galvanized or otherwise rustproof treated rods and clamps where indicated on the drawings. Reaction backing shall bear on solid undisturbed earth. Provide concrete thrust blocks as detailed on the drawings. Lok-Tyton, Super-Lok, solvent weld or similar joints are not acceptable alternatives to concrete thrust blocks but may be used in conjunction with thrust blocks. 02666-7 9440 SITE WORK DIVISION 2 7. Depth of Cover: Provide minimum cover over piping of 36" below finished grade. 8. Water Main Connection: Arrange and pay for tap in water main, of size and in location indicated. Frederick County Service Authority (FCSA) will tap the existing main. Contractor to perform all work downstream of tap including, but not limited to, setting all valves, meters, etc. Coordinate work with Frederick County Service Authority. D. INSTALLATION OF METERS: 1. General: Install as indicated with shutoff valve on either side of meter and valved bypass full line size. E. INSTALLATION OF VALVES: 1. General: Install valves as indicated. Provide post indicator for control valves on fire water supply line. 2. Control Valves: Install post indicator valve at each connection into building. 3. Shutoff Valves: Install shutoff valve ahead of each hydrant. F. INSTALLATION OF HYDRANTS: 1. General: Install fire hydrants in accordance with AWWA M17 "Installation, Operation, and Maintenance of Fire Hydrants." 2. Location: Install fire hydrants minimum of 40'-0" from building outside wall, or as indicated. G. INSTALLATION OF IDENTIFICATION: 1. General: During backfilling/topsoiling of underground potable water piping, install continuous underground -type plastic line markers, located directly over buried lines at 6" to 8" below finished grade. H. FIELD QUALITY CONTROL: 1. Testing: Provide pressure and leakage tests in accordance with AWWA C600, Section 4. Test at 150 psi unless otherwise noted. Begin testing on the first valved section of line within ten days after its completion. Conduct the pressure and leakage tests concurrently for a duration of two (2) hours. 02666-8 9440 ISITE WORK DIVISION 2 Leakage shall be defined as the quantity of water that must be supplied into the valved pipe section to maintain pressure within 5 psi of the specified test pressure. The allowable leakage shall be 10 gallons per inch diameter per mile of pipe per 24 hours. Slowly fill the valved section of the pipe under consideration with water and bring to the specified pressure by means of a pump. Before supplying the specified test pressure, expell all air from the pipe. Do not begin testing until at least seven days after the last concrete anchor has been poured on the section of line being tested (if high early concrete is used, two days). The Architect/Engineer shall observe all leakage tests on water lines on site. If the pipe fails to meet test requirements, repair all leaks and repair or replace defective pipe at no additional cost to Owner. Repeat the test until satisfactory results are obtained at no additional cost to Owner. 2. Operating Tests: Open and close all valves and hydrants under system water pressure. Check dry barrel hydrants for proper drainage. ADJUSTING AND CLEANING: 1. Disinfecting Water Mains: Disinfect water mains and accessories in accordance with AWWA C601. Take care to minimize entrance of foreign material into pipe, fittings and valves. Flush the main prior to disinfection with sufficient flow to produce a velocity of 2.5 FPS. Perform flushing in areas with adequate Idrainage. Make a Chlorine application by an approved method using water from the existing distribution system or water supply. Provide an initial chlorine concentration in the water to be used of 50 MG/ 1 available chlorine. Retain the chlorinated water in the main for at least 24 hours during which time operate all ' valves in the section treated. At the end of this period, the treated water shall contain no less than 25 MG/1 chlorine throughout. Follow with final flushing to ensure that the chlorine concentration is not higher than that generally prevailing in the system. 2. Flushing Fire Water System: Flush underground mains and lead-in connections to sprinkler rises before connection is made to sprinklers, standpipes, or other fire protection system piping. 02666-9 9440 SITE WORK DIVISION 2 a. Flush at flow rate not less than that indicated in NFPA 24, or at hydraulically calculated water demand rate of the system, whichever is greater. END OF SECTION 02666-10 9440 SITE WORK DIVISION 2 SECTION 02720 - STORM SEWAGE SYSTEMS PART 1 - GENERAL A. CONDITIONS: 1. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification sections, apply to work of this section. B. DESCRIPTION OF WORK: 1. The work to be performed under this section of the specifications comprises the furnishing of all labor and materials and the completion of all work of this section as shown on the drawings and/or herein specified. 2. In general, the work included under this section consists of, but is not limited to, the following: a. Storm drainage system b. The applicable provisions of Section 02200 are hereby made a part of this section. The Contractor is cautioned to read Section 02200 carefully as items of work applicable to this section in included therein. C. RELATED WORK: 1. In general, the following related work is included in other sections of the specifications: a. Sanitary sewer piping b. Domestic water piping C. Erosion control d. Grading D. QUALITY ASSURANCE: 1. Manufacturer's Qualifications: Firms regularly engaged in manufacture of storm sewage system's products of types, materials, and sizes required, whose products have been in satisfactory use in similar service for not less than 5 years. 02720-1 9440 2 SITE WORK DIVISION installation 2. Installer's Qualifications: Firm with at least 3 years of successful experience on projects with storm sewage work similar to that required for project. 3. Codes and Standards: a. Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of storm sewage system's materials and products. b. Comply with standards set forth in the Virginia Erosion and Sediment Control Handbook. C. Comply with the Virginia Department of Transportation Road and Bridge Standards and Specifications, latest edition. d. ASTM standards listed. 4. Certification: Provide manufacturer certification that all inspections and tests have been made and met in accordance with the product specifications. E. SUBMITTALS: 1. Product Data: Submit manufacturer's technical product data and installation instructions for each storm sewage system material and product specified. 2. Shop Drawings: Submit shop drawings of underground structures, connections, and manholes. Show interface and spatial relationship between piping and proximate structures. PART 2 - PRODUCTS A. MATERIALS: 1. General: All materials shall be in compliance with the applicable provisions of the VDOT Road and Bridge Specifications, 1991 edition, referred to hereinafter by section. 2. Identification: a. Underground -Type Plastic Line Marker: Manufacturer's standard permanent, bright -colored, continuous -printed plastic tape, intended for direct -burial service; not less than 6" wide x 4 mils thick. Provide green tape with black printing reading "CAUTION SEWER LINE BURIED BELOW." 02720-2 9440 SITE WORK DIVISION 2 3. Pipes and Pipe Fittings: ' a. General: Provide pipes of one of the following materials, in conformance with VDOT Section 232, weight/class indicated. Provide pipe fittings and accessories of same material and weight/class as pipes, with joining method as indicated. Connect pipes of different materials or sizes with standard connections manufactured for the purpose. ' (1) Reinforced Concrete Pipe: Class III and IV as indicated. Fittings shall be reinforced concrete, same strength as adjoining pipe, tongue -and -groove mastic joints. () Concrete P 2 Pipe: Class 2 nonreinforced concrete pipe unless otherwise indicated. Fittings shall be concrete, same strength as adjoining pipe, tongue -and -groove mastic joints. ' (3) Polyvinyl Chloride (PVC) Sewer Pipe: ASTM D 3033, Type PSP, SDR 35; or ASTM D 3034, Type PSM, SDR 35. Fittings shall be PVC, ASTM D 3033 or D 3034, solvent cement joints complying with ASTM D 2855 using solvent cement complying with ASTM D 2564; or elastomeric joints complying with ASTM D 3212 using elastomeric seals complying with ASTM F 477. (4) Polyvinyl Chloride (PVC) Sewer Pipe: ASTM F 679, wall thickness T-1. Fittings shall be PVC, ASTM F 679, elastomeric joints complying with ASTM D 3212 using elastomeric seals complying with ASTM F 477. (5) High Density Polyethylene (HDPE): Polyethylene corrugated pipe, Hi-Q as manufactured by Hancor, Inc. or approved equal. (6) Corrugated metal pipe. 4. Manholes and Drop Inlets: ' a. General: Provide precast reinforced concrete storm sewer structures conforming to VDOT standard MH-1, DI-3A, DI-7, as indicated on the drawings. Depths and throat lengths shall be as directed. b. Base: Precast reinforced concrete, minimum 48" diameter with integral floor. Provide larger base if number, size, or configuration of pipes entering manhole precludes use of 48" diameter structure. Provide invert shaping (VDOT Standard IS-1). Provide rubber joint gasket complying with ASTM 443 at joints of sections. 1 02720-3 9440 SITE WORK DIVISION 2 n d I C. Top: Drop inlets shall have flat slab top. Manholes shall have eccentric cone top. d. Frame and Cover: Omit lettering on cover. e. Where depth of structure is insufficient for a precast structure, structure may be cast -in -place in accordance with VDOT Section 302. PART 3 - EXECUTION A. INSTALLATION: 1. General: Construction methods shall conform with the Virginia Department of Transportation Road and Bridge Specifications, Section 302. Trench excavation and backfill shall conform with applicable portions of Section 02200. 2. Installation of Identification: During backfilling/topsoiling of storm sewage systems, install continuous underground -type plastic line marker, located directly above buried line at 6" to 8" below finished grade. 3. Installation of Pipe and Pipe Fittings: a. General: Install piping in accordance with governing authorities having jurisdiction, and manufacturer's instructions. (1) Concrete Pipe: Install in accordance with applicable provisions of ACPA "Concrete Pipe Installation Manual." (2) Plastic Pipe: Install in accordance with manufacturer's installation recommendations, and in accordance with ASTM D 2321. b. Inspect piping before installation to detect apparent defects. Mark defective materials with white paint and promptly remove from site. C. Lay piping beginning at low point of system, true to grades and alignment indicated, and unbroken continuity of invert. d. Place bell ends or groove ends of piping facing upstream. C. Install gaskets in accordance with manufacturer's recommendations for use of lubricants, cements, and other special installation requirements. f. Cleaning Piping: Clean interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. 02720-4 9440 A 4 SITE WORK DIVISION 2 (1) In large, accessible piping, brushes and brooms may be used for cleaning. (2) Place plugs in ends of uncompleted conduit at end of day or whenever work stops. (3) Flush lines between manholes if required to remove collected debris. g. Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred. (1) Make inspections after lines between manholes, or manhole locations have been installed and approximately 2' of backfill is in place, and again at completion of project. (2) If inspection indicated poor alignment, debris, displaced pipe, infiltration or other defects, correct such defects and reinspect. Precast Concrete Manholes: a. General: Place precast concrete sections as indicated. Where manholes occur in pavements, set tops of frames and covers flush with finish surface. Elsewhere, set tops 3" above finish surface, unless otherwise indicated. b. Apply bituminous mastic coating at joints of sections. 5. Drop Inlets: a. General: Construct structures to sizes and shapes indicated. b. Set frames and grates to elevations indicated. BACKFILLING: 1. General: Conduct backfill operations of open -cut trenches closely following laying, jointing, and bedding of pipe, and after initial inspection and testing are completed. FIELD QUALITY CONTROL: 1. Maintain lines and grades by using a stringline or batterboards with grades marked at intervals no greater than 50' , or by laser. 02720-5 .,m 2 3. SITE WORK DIVISION 2 Flushing: Flush all storm sewers with water in sufficient volume to obtain free flow through each line. Remove all silt and trash from inlets just prior to final acceptance of the work. Testing: Perform testing of completed piping in accordance with local authorities having jurisdiction. END OF SECTION 02720-6 9440 SITE WORK DIVISION 2 SECTION 02730 - SANITARY SEWAGE SYSTEMS PART 1 -GENERAL A. CONDITIONS: 1. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification sections, apply to work of this section. B. DESCRIPTION OF WORK: 1. The work to be performed tinder this section of the specifications comprises the furnishing of all labor and materials and the completion of all work of this section as shown on the drawings and/or herein specified. 2. In general, the work included under this section consists of, but is not limited to, the following: a. Gravity sewage collection system, including all piping, manholes, cleanouts, etc., from five feet outside of building to extent indicated on plans. b. Trench backfill and excavation C. RELATED WORK: 1. In general, the following related work is included in other sections of the specifications: a. Interior building systems including drain, waste, and vent piping b. Storm drainage piping C. Water distribution piping. D. QUALITY ASSURANCE: 1. Manufacturer's Qualifications: Firms regularly engaged in manufacture of sanitary sewage system's products of types, materials, and sizes required. 2. Standards: a. ANSI standards referred to. 02730-1 9440 ISITE WORK DIVISION 2 Ib. ASTM specifications referred to. G. AWWA standards referred to. d. The Virginia Department of Transportation Road and Bridge Standards and Specifications, Latest Edition. 3. Certification: Provide manufacturer certification that all inspections and tests have been made and met in accordance with product specifications. 4. Marking Pipe: The manufacturer's mark and date of manufacture shall be distinctly marked on all pipe. 5. Code Compliance: Comply with applicable portions of state building code. E. SUBMITTALS: 1. Product Data: Submit manufacturer's technical product data and installation instructions for each sewage system material and product specified. Product data shall indicate compliance with all applicable conditions set forth in Part 2 of this section. 2. Shop Drawings: Submit shop drawings for sanitary sewage systems, showing materials and size of all products specified herein. Include details of underground structures, connections, and cleanouts. F. JOB CONDITION: 1. Protection of Water Supplies: a. General: During the course of the construction take proper steps to protect water supply facilities within the limits of construction from contamination by sewage. Use the following criteria to govern the installation of sewage facilities in the proximity of water supply facilities. b. Horizontal Separation: Whenever possible, lay sewers at least ten feet horizontally from existing or proposed water mains. Measure the distance edge to edge. If local conditions prevent a lateral separation of ten feet, a sewer may be laid closer than ten feet to a water main if it is laid in a separate trench; if it is laid in the same trench with the water main located on the opposite side of a bench of undisturbed earth; and if in either case the elevation of the top (crown) of the sewer is at least 18" below the bottom (invert) of the water main. 02730-2 9440 ISITE WORK DIVISION 2 C. Vertical Separation: Where sanitary sewer and water mains cross, the water line shall pass over the sewer with a vertical separation of 18", clear, between the lines if possible. (1) Where the sewer must pass over the waterline, the sewer shall be constructed of ductile iron from a distance of 10 feet to each side i� of the crossing. Joints in the water line shall be equidistant from the crossing. A vertical separation of 18", clear, shall separate the lines. (2) A water line shall not contact or pass through a sanitary manhole. d. A may single ditch be used to install water, sewer, electric, telephone g Y telecable and gas if proper separation is provided for each utility. e. Notify the Architect/Engineer at once when, during the course of construction, it becomes apparent that this work will result in the violation of the above criteria. Upon such notification, the Architect/Engineer shall issue instructions for remedial measures. IPART 2 - PRODUCTS A. IDENTIFICATION: 1. Underground -Type Plastic Line Markers: Manufacturer's standard permanent, bright -colored, continuous -printed plastic tape intended for direct -burial service; not less than 6" wide x 4 mils thick. Provide green tape with black printing reading "CAUTION SEWER LINE BURIED BELOW". B. PIPES AND PIPE FITTINGS: 1. Gravity Sewer Main: a. General: Provide pipes of one of the following materials of weight/class indicated. Provide pipe fittings and accessories of same material and weight/class as pipes, with joining method as indicated. b. Cast -Iron Soil Pipe: ASTM A 74, hub and spigot ends, service weight unless otherwise indicated. (1) Fittings: Cast-iron hub and spigot complying with ASTM A 74; lead/oakum calked joints, or compression joints with rubber gaskets complying with astm C 564. a 1 02730-3 9440 1 a I 1 P SITE WORK DIVISION 2 C. Reinforced Concrete Pipe: ASTM C 76, Class II unless otherwise indicated. (1) Fittings: Reinforced concrete, same strength as adjoining pipe, tongue -and -groove gasketed joints complying with ASTM C 443. d. Concrete Pipe: ASTM C 14, Class 2 nonreinforced concrete pipe, unless otherwise indicated. (1) Fittings: Concrete, same strength as adjoining pipe, tongue -and - groove gasketed joints complying with ASTM C 443. e. Polyvinyl Chloride (PVC) Pipe: PVC pipe shall be ASTM D 3033, Type PSP, SDR 35; or ASTM D 3034, Type PSM, SDR 35 furnished in 20 foot nominal lengths. (1) Polyvinyl Chloride Pipe Joints: PVC piping joints shall be the gasket, push -on type, such as "Ring-Tite" or equal unless otherwise indicated. Joint assembly shall be made according to the manufacturer's directions and shall comply with the guidelines for installation of PVC pipe as developed by the Uni-Bell Plastic Pipe Association. PVC pipe joints with cast iron fittings shall be installed in accordance with manufacturer's directions in compliance with these specifications. Integral bells shall be required. (2) Fittings: PVC, ASTM D 3033 or ASTM D 3034, solvent -cement joints complying with ASTM D 2855 using solvent cement complying with ASTM D 2564; or elastomeric joints complying with ASTM D 3212 using elastomeric seals complying with ASTM F 477. 2. Join pipes of different size or material with standard connections manufactured for the purpose. C. SANITARY SEWER MANHOLES: L1. General: Provide precast reinforced concrete sanitary manholes as indicated, and complying with ASTM C 478. Provide minimum inside diameter of 48 inches with minimum of 5-inch thick walls. Provide larger manholes where number, size, or configuration of pipes entering manhole preclude the use of 48 inch diameter. Provide O-ring joints conforming to ASTM C 443 at each section. 2. Top: Precast concrete, eccentric cone, as indicated. 02730-4 9440 ISITE WORK DIVISION 2 3. Base: Precast concrete, with monolithic base and riser section, as indicated. Separate riser and base, or "doghouse" type manhole may be used when a new manhole is built on an existing line. Provide invert shaping. 4. Steps: Provide manhole steps as shown at no greater than 16" center to center spacing. 5. Frame and Cover: Ductile -iron, 26" diameter cover, heavy-duty, indented top design or cast iron conforming to ASTM A 48 for Class 30 gray iron with lettering cast into top reading "SANITARY SEWER". 6. Pipe Connectors: Make connections to manholes by means of an approved, flexible, watertight gasket. 7. Concrete: a. General: Use concrete for shaping of manhole channels and miscellaneous work in accordance with VDOT Class A3. 8. Select Backfill Material: a. General: Select backfill material shall conform to Section 02200 and is available from the project site. Provide VDOT No. 57 or 68 aggregate bedding. D. CLEANOUTS: 1. General: Provide as indicated, pipe extension to grade with furrule and countersunk cleanout plug. Provide round cast-iron access frame over cleanout, with heavy-duty secured scoriated cover with lifting device. When cleanouts are placed in paved areas or sidewalks, provide a traffic bearing cover flush with surface. E. PIPE COUPLINGS: 1. Watertight, semi -flexible couplings for connecting different types of sewer pipe, or plain ends, shall be FERNCO series 1000 with #f305 stainless steel clamps or approved equal. F. CONCRETE CRADLES, ENCASEMENT AND THRUSTBLOCKS: 1. 3000 psi concrete in conformance with Division 3 requirements. P � 11 02730-5 9440 ISITE WORK DIVISION 2 IPART 3 - EXECUTION A. INSTALLATION OF IDENTIFICATION: 1. General: During backfilling/topsoiling of sanitary sewage systems, install continuous underground -type plastic line marker, located directly over buried line at 6" to 8" below finished grade. j' 1� B. INSTALLATION OF PIPE AND FITTINGS: 1. General: Install piping in accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. Trench and bedding to conform to VDOT Standard UB-1, Type 2. Minimum cover to top of pipe shall be 30" . 2. Inspect piping before installation to detect apparent defects. Mark defective materials with white paint and promptly remove from site. 3. Lay piping beginning at low point of system, true to grades and alignment indicated, with unbroken continuity of invert. 4. Place bell ends or groove ends of piping facing upstream. 5. Install gaskets in accordance with manufacturer's recommendations for use of lubricants, cements, and other special installation requirements. 6. Install pipe in conformance with manufacturer's recommendations and the following: a. Cast -Iron Soil Pipe: Install in accordance with applicable provisions of CISPI "Cast Iron Soil Pipe & Fittings Handbook. " b. Concrete Pipe: Install in accordance with applicable provisions of ACPA "Concrete Pipe Installation Manual. " installation C. Plastic Pipe: Install in accordance with manufacturer's recommendations, and in accordance with ASTM D 2321. 7. Cleaning Piping: Clean interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. a. In large, accessible piping, brushes and brooms may be used for cleaning. I 02730-6 W I I SITE WORK DIVISION 2 b. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. C. Flush lines between manholes if required to remove collected debris. SANITARY MANHOLES: 1. General: Place precast concrete sections as indicated. Where manholes occur in pavements, set tops of frames and covers flush with finish surface. Elsewhere, set tops 3" above finish surface, unless otherwise indicated. 2. Install in accordance with ASTM C 891. TAP CONNECTIONS: 1. Make connections to existing piping and underground structures, so that finished work will conform as nearly as practicable to requirements specified for new work. Take care while making tap connections to prevent concrete or debris from entering existing piping or structure. Remove debris, concrete, or other extraneous material which may accumulate. Perform work in accordance with Frederick County Sanitation Authority (FCSA) specifications. Coordinate all work with Frederick County Sanitation Authority. 2. Branch connections made from side into existing 4" to 21" piping shall have wye sprung into existing line, and entire wye encased with not less than 6" of 3,000 psi 28-day compressive strength concrete. 3. For branch connections from side into existing 24" or larger piping or to underground structures, cut opening into unit sufficiently large to allow 3" of concrete to be packed around entering connection. Cut ends of connection passing through pipe or structure wall to conform to shape of, and be flush with, inside wall, unless otherwise indicated. On outside of pipe of structure wall, encase entering connection in 6" of concrete for a minimum length of 12" to provide additional support or collar from connection to undisturbed ground. a. Provide concrete in accordance with Division 3 requirements. b. Use epoxy bonding compound as interface between new and existing concrete and piping materials. 02730-7 9440 1� SITE WORK BACKFILLING: DIVISION 2 1. General: Conduct backfilling operations of open -cut trenches closely following laying, jointing, and bedding of pipe, and after initial inspection and testing are completed. Trench backfill shall conform to VDOT Standard UB-I, Type 2, and Section 02200. TESTING AND INSPECTION: 1. General: a. The Architect/Engineer shall select the testing method in conjunction with Governing authorities. The Architect/Engineer or his agent shall witness each test. The Owner shall provide the Architect/Engineer services to observe the initial test for each stricture or section of pipe. Observation of each succeeding test required on the same section or structure shall be at Contractor's expense. b. Provide labor and equipment and make all preparations for each test. C. Repeat tests and perform repairs as many times as necessary until achieving acceptable test results. 2. Gravity Mains: a. Test all sewer lines for both displacement or structural faults and for watertightness. b. Displacement Testing - Lights: Flash a light between manholes by means of a flashlight or by reflecting sunlight with a mirror. If the illuminated interior of the pipeline shows visible leaks, poor alignment, displaced pipe or any other defect, remedy the defects at no additional cost to Owner. C. Deflection Testing: Measure pipe for vertical ring deflection after completion of the backfill. Maximum ring deflection of the pipe under load shall be limited to 5 % of the vertical internal pipe diameter. Accomplish testing by recording deflectometer or by approved mandrel, sphere, or pin type go/no-go device. d. Watertightness Testing - Infiltration: When, in the opinion of the Engineer, the trench or excavation is sufficiently (4 feet above crown) saturated as a result of ground water or rain, make tests on the basis of infiltration. Carefully measure the floor of water at the nearest downgrade manhole. Make three series of measurements at not less than one -hour intervals, and reduce the results to an average. Extrapolate the 02730-8 9440 SITE WORK DIVISION 2 D 1 average to apply to a 24 hour period. Make all such tests only under the supervision of the Architect/Engineer. Infiltration shall not exceed a rate of 100 gallons per inch of pipe diameter per mile per day for any section of the system. e. Watertightness Testing - Exfiltration: When conditions are not suitable for making infiltration tests, make exfiltration tests. Fill the line to be tested to provide a head of at least 4 feet above both the water table and the top of the pipe at the upper end of the pipeline to be tested. Allow the filled line to stand until the pipe has reached its maximum absorption, but not less than 4 hours. After absorption, re-establish the head. Measure the amount of water required to maintain this water level during a two- hour test period. Leakage measured by this test shall not exceed 100 gallons per inch diameter per mile of pipeline per day. f. Watertightness Testing - Air: Adhere to the following procedure: (1) Clean pipe to be tested by propelling snug -fitting inflated rubber ball through the pipe with water if necessary. (2) Plug all pipe outlets with suitable test plugs. Brace each plug securely. (3) If the pipe to be tested is submerged in ground water, insert a pipe probe by boring or jetting into the backfill material adjacent to the 1 center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the back pressure due to ground water submergence over the end of the probe. All gauge pressures in the test should be increased by this amount. (4) Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. (5) After an internal pressure of 4.0 psig is obtained, allow at least two minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure. (6) After stabilizing the internal pressure of 4.0 psig, reduce the internal air pressure to 3.5 psig, and start stopwatch. Determine the time in seconds that is required for the internal air pressure to reach 2.5 psig. Minimum permissible pressure holding times for runs of single pipe diameter are indicated in seconds in the attached table in Appendix A. 02730-9 9440 1 SITE WORK DIVISION 2 U 1 P I Note: The air test may be dangerous if, because of ignorance or carelessness, a line is improperly prepared. It is extremely important that the various plugs be installed and braced in such a way as to prevent blowouts. In as much as a force of 250 lbs. is exerted on an 8-inch plug by an internal pipe pressure of 5 psi, it should be realized that sudden expulsion of a poorly installed plug or a plug that is partially deflated before the pipe pressure is released can be dangerous. As a safety precaution, pressurizing equipment should include a regulator set at perhaps 10 psi to avoid over -pressurizing and damaging an otherwise acceptable line. No one shall be allowed in the manholes during testing. g. Manhole Exfiltration Testing: When air testing is used to verify the weathertightness of gravity sewer line, conduct a separate exfiltration test on each manhole. Suitably plug inlet and outlet lines before starting the presoak period. After a presoak period of at least four hours, fill the manhole to a depth of one foot below the top of the casting. Measure the amount of water required to maintain this level during a two-hour test period. A detectable leakage shall be cause for rejection. h. Manhole Vacuum Testing: As an alternate to the exfiltration test, perform a vacuum test on precast concrete manholes only in accordance with the following requirements: (1) Test manhole after assembly is complete including construction of inverts and placement of frame and cover. (2) Perform testing prior to backfilling. (3) Secure stubouts, manhole booths, and pipe plugs to prevent movement while the vacuum is drawn. (4) Install and operate vacuum equipment and indicating devices in accordance with equipment specifications for which performance information has been provided by the manufacturer and approved by the Virginia Department of Health, Bureau of Wastewater Engineering. (5) Establish measured vacuum of 10 inches of mercury in the manhole. Shut off the vacuum apparatus and record the time for the vacuum to drop to 9 inches of mercury. P, 02730-10 9440 SITE WORK DIVISION 2 (6) Acceptance standards for leakage shall be established from the elapsed time for a negative pressure change from 10 inches to 9 inches of mercury. The maximum allowable leakage rate for a four -foot diameter manhole shall be in accordance with the following: Manhole Depth 10 ft. or less More than 10 ft. but less than 15 ft. More than 15 ft. but less than 25 ft. Minimum Elapsed Time For A Pressure Change of 1 in. Hp:. 60 seconds 75 seconds 90 seconds (7) If a manhole joint mastic is completely pulled out during the test, disassemble the manhole and replace the mastic at no additional cost to the Owner. END OF SECTION 02730-11 9440 ii I I 1 Ll I AIR TEST TABLE Based on Equations from ASTM C 828 SPECIFICATION TIME (min:sec) REQUIRED FOR PRESSURE DROP FROM 3 1/2 TO 2 1/2 PSIG WHEN TESTING ONE PIPE DIAMETER ONLY PIPE DIAMETER, INCHES 4 6 8 10 12 15 18 21 24 25 0:04 0:10 0:18 0:28 0:40 1:02 1:29 2:01 2:38 50 0:09 0:20 0:35 0:55 1:19 2:04 2:58 4:03 5:17 75 0:13 0:30 0:53 1:23 1:59 3:06 4:27 6:04 7:55 100 0:18 0:40 1:10 1:50 2:38 4:08 5:56 8:05 10:34 125 0:22 0:50 1:28 2:18 3:18 5:09 7:26 9:55 11:20 150 0:26 0:59 1:46 2:45 3:58 6:11 8:30 175 0:31 1:09 2:03 3:13 4:37 7:05 200 0:35 1:19 2:21 3:40 5:17 12:06 225 0:40 1:29 2:38 4:08 5:40 10:25 13:36 250 0:44 1:39 2:56 4:35 8:31 11:35 15:07 275 0:48 1:49 3:14 4:43 9:21 12:44 16:30 300 0:53 1:59 3:31 10:12 13:53 18:09 350 1:02 2:19 3:47 8:16 11:54 16:12 21:10 400 1:10 2:38 6:03 9:27 13:36 18:31 24:12 450 1:19 2:50 6:48 10:38 15:19 20:50 27:13 500 1:28 5:14 7:34 11:49 17:01 23:09 30:14 APPENDIX A P SITE WORK DIVISION 2 SECTION 02831 - CHAIN LINK FENCES AND GATES PART 1 - GENERAL A. CONDITIONS: 1. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 specification sections, apply to work of this section. B. DESCRIPTION OF WORK: 1. The work to be performed under this section of the specifications comprises the furnishing of all labor and materials and the completion of all work of this section as shown on the drawings and/or herein specified. 2. In general, the work included under this section consists of, but is not limited to, the following: a. Galvanized steel chain link fence and gates. C. RELATED WORK: 1. In general, the following related work is included in other sections of the specifications: a. Section 02200, EARTHWORK b. Section 03310, CONCRETE WORK D. SUBMITTALS: 1. General: Submit the following in accordance with conditions of Contract and Division 1 specification sections. 2. Product data in the form of manufacturer's technical data, specifications, and installation instructions for fence and gate posts, fabric, gates, and accessories. 3. Shop drawings showing location of fence, gates, each post, and details of post installation, extension arms, gate swing, hardware, and accessories. 02831-1 9440 SITE WORK DIVISION 2 E. QUALITY ASSURANCE: 1. Single -Source Responsibility: Obtain chain link fences and gates as complete units, including necessary erection accessories, fittings, and fastenings from a single source or manufacturer. 2. Installation: Performed only by the manufacturer or an experienced chain link fence installer approved by the manufacturer. 3. Materials and installation shall comply with the following standards: a. American Society for Testing and Materials (ASTM). b. Chain Link Manufacturers Institute (CLMI). F. DELIVERY, STORAGE, AND HANDLING: 1. Deliver chain link fence materials in the manufacturer's original packaging with tags and labels intact and legible. 2. Handle and store material to prevent damage and deterioration. G. PROJECT CONDITIONS: 1. Do not begin chain link fencing installation before completion of final grading. PART 2 - PRODUCTS A. MATERIALS: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Galvanized steel fencing and fabric: (1) American Chain Link Fence Company (2) American Tube Company (3) Anchor Fence, Inc. (4) Capitol Wire and Fence Co., Inc. (5) Century Tube Corp. 02831-2 9440 SITE WORK DIVISION 2 (6) Cyclone Fence Div./USX Corp. B. FABRIC: 1. Steel Fabric: Comply with Chain Link Fence Manufacturers Institute (CLFMI) Product Manual. Furnish one-piece fabric widths for fencing up to 12 feet high. a. Size: 2-inch mesh, 9-gage (0.148-inch diameter) uncoated wire. C. FRAMING: 1. Strength requirements for posts and rails conforming to ASTM F 669. 2. Pipe shall be straight, true to section, material, and sizes specified, and shall conform to the following weights per foot: NPS in Outside Diameter Tyne II Tye II inches (OD) in inches Steel Steel Aluminum 1 1.315 1.68 1.35 0.435 1-1/4 1.660 2.27 1.84 0.786 1-1/2 1.900 2.72 2.28 ---- 2 2.375 3.65 3.12 1.260 2-1/2 2.875 5.79 4.64 2.004 3 3.500 7.58 5.71 ---- 3-1/2 4.000 9.11 6.56 3.151 4 4.500 10.79 ---- ---- 6 6.625 18.97 ---- 6.564 8 8.625 28.55 ---- 9.878 3. Steel Framework, General: Posts, rails, braces, and gate frames. a. Type I Pipe: Hot -dipped galvanized steel pipe conforming to ASTM F 1083, plain ends, standard weight (schedule 40) with not less than 1.8 oz. zinc per sq. ft. of surface area coated. b. Type II Pipe: Manufactured from steel conforming to ASTM A 569 or A 446, grade D, cold formed, electric welded with minimum yield of 50,000 psi and triple coated with minimum 0.9 oz. zinc per sq. ft. after welding, a chromate conversion coating and a clear polymer overcoat. Corrosion protection on inside surfaces shall protect the metal from corrosion when subjected to the salt spray test of ASTM B 117 for 300 hours with the end point of 5 percent Red Rust. 02831-3 9440 SITE WORK DIVISION 2 9 5 A C. C Section: Rolled form steel shapes conforming to ASTM F 669, group II produced from steel conforming to A 446, grade D, or ASTM A 570, grade 45, cold formed, hot -dip galvanized with minimum 2.0 oz. zinc per sq. ft. of surface area conforming to ASTM A 123 or ASTM A 525; or 5 percent alu minu m- misch metal coated with minimum 1.0 oz. coating per sq. ft. of surface area each side conforming to ASTM A 875. d. H Section: Hot -rolled steel H shape with minimum yield strength of 45,000 psi conforming to ASTM F 669, group III and hot -dip galvanized with minimum 2.0 oz. zinc per sq. ft. of surface area conforming to ASTM A 123. e. Square Tubing: Fabricated from steel conforming to ASTM A 500, grade B and hot -dip galvanized with minimum 2.0 oz. zinc per sq. ft. of surface area conforming to ASTM A 123. End, Corner, and Pull Posts: Up to 6'-0" fabric height. a. 2.375-inch O.D. steel pipe, 3.65 lbs. per linear foot. b. 2.0-inch square steel tubing, 3.65 lbs. per linear foot. C. 3.5-inch x 3.5-inch roll -formed section, 4.85 lbs. per linear foot. Line Posts: Up to 6'-0" fabric height. a. 1.90-inch O.D. steel pipe, 2.72 lbs. per linear foot. b. 1.875-inch x 1.625-inch C-section, 2.30 lbs. per linear foot. C. 2.25-inch x 1.70-inch H-section, 3.26 lbs. per linear foot. Gate Posts: Gate leaves 6'-0" wide or less. a. 2.875-inch O.D. steel pipe, 5.79 lbs. per linear foot. b. 2.5-inch square steel tubing, 5.59 lbs. per linear foot. C. 3.5-inch x 3.5-inch roll formed section, 4.85 lbs. per linear foot. 7. Top, Middle, and Brace Rails: a. 1.66-inch O.D. steel pipe, 2.27 lbs. per linear foot. b. 1.625-inch x 1.25-inch roll formed section, 1.35 lbs. per linear foot. 02831-4 9440 ISITE WORK DIVISION 2 1 C. Provide continuous top rails in manufacturer's longest lengths, with expansion type couplings for each joint. Provide necessary fittings for attaching top rail to each gate, corner, pull, and end post. 8. Gate Frames: Up to 6'-0" high and leaf width 8'-0" or less. a. 1.660-inch O.D. steel pipe, 2.27 lbs. per linear foot. b. 1.5-inch square steel tubing, 1.90 lbs. per linear foot. 9. Bottom Tension Wire: 7 gauge (.177-inch) coiled spring wire, finish matching fabric finish. ' 10. Post Braces: Provide bracing assemblies, for fences 6'-0" high or over, at each end and gate posts, and at both sides of corner and pull posts. a. Locate horizontal brace at mid -height of fabric. b. Use 1.660-inch O.D. steel pipe, for horizontal brace and 0.375-inch diameter rod with turnbuckle for diagonal truss. ' D. FITTINGS AND ACCESSORIES: 1. Material: Comply with ASTM F 626, galvanized iron or steel, to suit manufacturer's standards. a. Zinc Coating: Unless specified otherwise, galvanize steel fence fittings 1 and accessories in accordance with ASTM A 153, with zinc weights per Table I. 2. Tie Wires: 12-gage (0.106-inch diameter) galvanized steel with a minimum of 0.80 oz. per sq. ft. of zinc coating of surface area in accordance with ASTM A 641, Class 3 or 9-gage (0.106-inch-diameter). 3. Center Rail: Same material as top rail. Provide manufacturer's standard galvanized steel or cast iron or cast aluminum cap for each end. 4. Post and Line Caps: Provide weathertight-closure cap for each post. Provide line post caps with loop to receive tension wire or top rail. 5. Tension or Stretcher Bars: Hot -dip galvanized steel with minimum length 2 inches less than full height of fabric, minimum cross-section of 3/16 inch x 3/4 inch and minimum 1.2 oz. zinc coating per sq. ft. of surface area. Provide one bar for each gate and end post, and two for each corner and pull post, except 1 where fabric is integrally woven into post. 02831-5 9440 ISITE WORK DIVISION 2 6. Tension and Brace Bands: Minimum 3/4 inch wide hot -dip galvanized steel with minimum 1.2 oz. zinc coating per sq. ft. of surface area. a. Tension Bands: Minimum 14 gage (0.074 inch uncoated thickness). b. Tension and Brace Bands: Minimum 12 gage (0.105 inch uncoated thickness). E. GATES: 1. Fabrication: Fabricate perimeter frames of gates from metal and finish to match fence framework. Assemble gate frames by welding. Provide horizontal and vertical members to ensure proper gate operation and attachment of fabric, ' hardware, and accessories. Space frame members maximum of 8 feet apart unless otherwise indicated. a. Provide same fabric as for fence unless otherwise indicated. Install fabric with tension bars and bands at vertical edges and at top and bottom edges. b. Install diagonal cross -bracing consisting of 3/8-inch diameter adjustable - length truss rods on gates to ensure frame rigidity without sag or twist. 2. Swing Gates: Comply with ASTM F 900. a. Steel: (1) Up to 6 Feet High and 8 Feet Wide: Fabricate perimeter frames 1 of minimum 1.660 inch OD Type I or II steel pipe or 1.50 inch square galvanized steel tubing weighing 1.90 lb. per sq. ft. I b. Gate Hardware: Provide hardware and accessories for each gate, galvanized per ASTM A 153, and in accordance with the following: (1) Hinges: Size and material to suit gate size, non -lift-off type, offset to permit 180-deg. gate opening. Provide 1-1/2 pair of hinges for each leaf over 6-foot nominal height. (2) Latch: Forked type or plunger -bar type to permit operation from either side of gate, with padlock eye as integral part of latch. 02831-6 9440 SITE WORK DIVISION 2 PART 3 - EXECUTION A. INSPECTION: 1. Examine final grades and installation conditions. Do not start chain link fence system work until unsatisfactory conditions are corrected. B. PREPARATION: 1. Lay out complete fence line. 2. Locate and mark post positions. Space line posts equally and at maximum 10'-0" on center spacing. 3. Provide corner posts at positions where fence changes direction more than 10 degrees. C. INSTALLATION: 1. General: Install fence in compliance with ASTM F 567. Do not begin installation and erection before final grading is completed, unless otherwise permitted. a. Apply fabric to outside of framework. 2. Excavation: Drill or hand -excavate (using post -hole digger) holes for posts to diameters and spacings indicated, in firm, undisturbed or compacted soil. a. If not indicated on drawings, excavate holes for each post to minimum diameter recommended by fence manufacturer, but not less than 4 times largest cross-section of post. b. Unless otherwise indicated, excavate hole depths approximately 3 inches lower than post bottom, with bottom of posts set not less than 36-inches below finish grade surface. 3. Setting Posts: Center and align posts in holes 3 inches above bottom of excavation. Space maximum 10 feet o.c., unless otherwise indicated. a. Protect portion of posts above ground from concrete splatter. Place concrete around posts and vibrate or tamp for consolidation. Check each post for vertical and top alignment, and hold in position during placement and finishing operations. 02831-7 9440 SITE WORK DIVISION 2 11 I L� (1) Unless otherwise indicated, extend concrete footings 2-inches above grade and trowel to a crown to shed water. 4. Top Rails: Run rail continuously through line post caps, bending to radius for curved runs and at other posts terminating into rail end attached to posts or post caps fabricated to receive rail. Provide expansion couplings as recommended by fencing manufacturer. 5. Center Rails: Provide center rails where indicated. Install in one piece between posts and flush with post on fabric side, using rail ends and special offset fittings where necessary. 6. Brace Assemblies: Install braces so posts are plumb when diagonal rod is under proper tension. 7. Bottom Tension Wire: Install tension wire within 6-inches of bottom of fabric before stretching fabric and tie to each post with not less than same gage and type of wire. Pull wire taut, without sags. Fasten fabric to tension wire with 11-gage hog rings of same material and finish as fabric wire, spaced maximum 2-inches o.c. 8. Tension or Stretcher Bars: Thread through or clamp to fabric 4-inches o.c., and secure to end, corner, pull, and gate posts with tension bands spaced not over 15- inches o.c. 9. Tie Wires: Use U-shaped wire of proper length to secure fabric firmly to posts and rails with ends twisted at least 2 fiill turns. Bend ends of wire to minimize hazard to persons or clothing. a. Maximum Spacing: Tie fabric to line posts 12-inches o.c. and to rails and braces 24-inches o.c. 10. Fasteners: Install nuts for tension bands and hardware bolts on side of fence opposite fabric side. Peen ends of bolts or score threads to prevent removal of nuts. It. Gates: Install gates plumb, level, and secure for full opening without interference. Install ground -set items in concrete for anchorage. Adjust hardware for smooth operation and lubricate where necessary. 12. Following fabrication and prior to painting, all iron is to be treated to prevent flash rusting. It is then to be painted with black rust inhibiting metal primer. END OF SECTION 02831-8 9440 SITE WORK DIVISION 2 SECTION 02900 - LAWNS AND PLANTING PART 1 - GENERAL A. CONDITIONS: 1. Drawings and general provisions of Contract, including General and Federal Supplementary Conditions and Division 1 specification sections, apply to work of this section. B. DESCRIPTION OF WORK: 1. The work to be performed under this section of the specifications comprises the furnishing of all labor and materials and the completion of all work of this section as shown on the drawings and/or herein specified. 2. In general, the work included under this section consists of, but is not limited to, the following: a. Trees and Shrubs: Preparation and planting, complete b. Seeding: Fertilizing, limeing, and mulching; preparation and planting, complete - includes areas disturbed by utility lines C. Fine grading d. This section applies to all disturbed areas, including trenches C. RELATED WORK: 1. In general, the following related work is included in other sections of the specifications: a. Preparation of subgrade b. Walks, brick paving, and concrete block pavers. D. GUARANTEE: 1. Guarantee all planting for 1 year upon completion of work and acceptance by the Owner. 02900-1 9440 SITE WORK DIVISION 2 PART 2 - PRODUCTS A. MATERIALS: 1. Plant Materials: Grass seed. a. Provide grass seed of pure, live, certified mixture of recleaned seed of the latest crop, and containing weed seed less than 0.5 % by weight of the total mixture. b. Seed mixture shall consist of the following analysis: Species % By Weight Kentucky Fescue 100% 2. Plant Materials - Trees and Shrubs: a. Plants Required: The scientific names, common names, sizes, and shipping conditions of the plant materials required to complete the planting plan are listed on the landscaping plan. b. Provide nursery -grown plant material, freshly dug at time of delivery on site. C. Provide plants true -to -name and quantity per landscape plan and true -to - size per plant materials list. Obtain prior written, Architect/Engineer approval for substitutions in variety, size, quantity, or condition, except in the case of substituting plants larger in size than those specified. d. Balled and burlapped plants are designated "B&B" in the list of required plants and shall be adequately balled plants with firm, natural balls of soil firmly wrapped with burlap in sizes as set forth in American Standard for Nursery Stock. C. Container -grown plants are designated "CAN" in the list of required plants. Furnish plants that have been grown in pots, cans, tubs, and boxes for a minimum of 6 months and a maximum of 2 years. 3. Fertilizer: a. Provide commercially -prepared, granular fertilizer completely balanced with all plant nutrients. 02900-2 9440 SITE WORK DIVISION 2 b. Provide fertilizer uniform in composition, dry, and free -flowing. C. Provide fertilizer for lawn areas of 10-10-10 analysis (percentage by weight): 10 % Nitrogen 10 % Phosphorus 10 % Potassium Apply fertilizer to lawn areas at the rate of 25 lbs. per 1000 sq. ft. d. Provide fertilizer for trees, shrubs, and planting beds of a 5-10-5 analysis (percentages by weight): 5 % Nitrogen 10 % Phosphorus 5 % Potassium Apply fertilizer to newly -planted trees and shrubs at the time of installation. Thoroughly incorporate into the mixture used for filling plant pits. Applied at the rate of: Shade Trees: 2 lbs. per inch of caliper Small Trees: 1 lb. per inch of caliper Deciduous Shrubs: 1/4 lb. per foot of height Evergreen Shrubs: 1/8 lb. per foot of height 4. Limestone: a. Provide raw, ground, agricultural limestone containing not less than 90% calcium carbonate. b. Apply limestone to all exterior ground areas except surfaces occupied by plant beds, buildings, structures, and paving, at the rate of 100 lbs. per 1000 sq. ft. and work into the top 2 inches of soil or as needed to attain a pH value of 6.5. 5. Mulch: Mulch for newly -planted trees and shrubs shall consist of pine bark chips, pine needles, and oak bark from which the tannin has been extracted. Mulch for seeded areas shall consist of loose, clean, dry straw, free of seeds. 9440 CIZ►.j 112ML 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SITE WORK DIVISION 2 6. Material for Guying and Staking: a. Provide straight, sound, rough -sawn lumber stakes, nominal size 2 inches by 2 inches, for supporting trees. b. Guying: Use annealed, galvanized steel or steel 12 gage wire, wrapped in figure eight to ensure safe support with loops of garden hose for protection against chafing of tree. 7. Wrapping material for tree trunks shall consist of kraft paper tree wrap in strips 8-10" wide or burlap with weight not less than 7.2 oz. per sq. yd. Substitute cloth possessing an equal strength and resistance to tearing may be used. PART 3 - EXECUTION A. GENERAL: 1. Watering: a. Provide water at the site for watering planted and seeded materials. b. Water plant and seed beds thoroughly and immediately after completion of mulching with a fine mist spray. Water lawn areas heavily once a week during dry weather until a thick cover of grass is established. 2. Maintenance: a. Begin maintaining seeded areas and plants immediately after seeding each area and after planting each plant. b. Continue maintenance until acceptance of project by Owner. C. Maintain a healthy growing condition by watering, mowing, pruning, spraying, weeding, cultivating, tightening of guys, and by any other necessary operations of maintenance. d. Reseed bare spots until establishment of a thick grass cover. C. Replace dead or unhealthy plants with plants of same type and size. 02900-4 .,M SITE WORK DIVISION 2 B. PREPARATION: 1. Immediately following placement of topsoil, disk the entire topsoiled area and rake the area free of stones and debris over 1/2 inch in any dimension. Remove stones and debris from Owner's property. 2. Provide a finished surface true to grades shown, with a tolerance of 0.1 foot, and free of depressions or high spots which may result in ponding water or interfere with the intended use. C. PLANTING: 1. Planting Seed: a. Sow seed uniformly at the rate of 8 lbs. of pure live seed mixture per 1000 sq. ft., divided in half and sown in cross directions. b. Apply mulch of loose straw uniformly, approximately three straws deep so that at least one half of the surface area is covered. 2. Planting Trees and Shrubs: a. Setting Plants: Set plants at such level that, after settlement, the plants will bear the same relation to the finished grade of the surrounding ground from which the plants were dug. b. Mulching: Within two days after planting, plants shall be mulched with a layer of mulch material covering the entire saucer area around each plant to a depth of 4 inches. Where plants of the same species are grouped together, mulch as a bed to a depth of 4 inches. When using pine needles, apply several layers and water between applications. C. Watering: Water mulch and planting bed thoroughly and immediately after completion of mulching. END Or SECTION 02900-5 9440 i = m m m= m m A r = = = m m w = m m h- + <-o DEC 1994 RECEIVED ]DEPT. Of ". NINQ AND pEVELOPMENTi