Loading...
HomeMy WebLinkAbout003-82 Shockey Realty Co. - Dovetailed Industries - Stonewall District - Backfilegr.exr-erirh gaunfU BL'yarfinent of Valtning and p.e£x.e. aynirnt DIRECTOR JOHN T. P. HORNE DEPUTY DIRECTOR STEPHEN M. GYURISIN M E M O R A N D U M TO: P. O. BOX 601 9 COURT SQUARE WINCHESTER. VIRGINIA 22601 Department of Inspections , ATTN Mr. John Dennison zoning , ATTN Mr., -Stephen Gyurisin VA Dept. of Highways and Transportation , ATT r.. Keith Walker Planning , ATTN Mr. John T. P. Horne Sanitation Authority , ATTN Mr. W. Jones FROM: John T. P. Horne, Director Date April 6, 1982 SUBJECT: Review comments on Conditional Use Permit Subdivision Rezoning X Site Plan We are reviewing the enclosed request by Shockey Realty Co. Land or their representative David McClure 667-7700 Will you please review the attached and return your comments to me by as soon as possible. ---------------------------------------------------------------------- This space should be used for review comments: See Attached Lettar y Signature 703/662-4532 Date �- DIRECTOR JOHN T. P. HORNE P. O. BOX 601 DEPUTY DIRECTOR 9 COURT SQUARE S TEPHEN M. GYURISIN WINCHESTER, VIRGINIA 22601 M E M O R A N D U M TO: Department of Inspections , ATTN Mr. John Dennison Zoning , ATTN Mr. Stephen Gyurisin VA Dept. of Highways and Transportation , ATTN Mr. Keith Walker Planning , ATTN Mr. John T. P. Horne Sanitation Authority , ATTNL.M'r. W. Jones _ FROM: John T. P. Horne, Director Date April 6, 1982 SUBJECT: Review comments on Conditional Use Permit Subdivision Rezoning X Site Plan We are reviewing the enclosed request by Shockey Realty Co. Land or their representative David McClure 667-7700 Will you please review the attached and return your comments to me by as soon as possible. ---------------------------------------------------------------------- This space should be used for review comments: Approved for central water and sewer. Signature ZDate Y' ep"00' r 703/662-4532 - 'T[ru'rerid-, P.Cyartment of 1XnnnYng aub pefrdvyuunt DIRECTOR JOHN T. P. HORNE DEPUTY DIRECTOR STEPHEN M. GYURISIN M E M O R A N D U M TO: P. O. BOX 601 9 COURT SQUARE WINCHESTER, VIRGINIA 22609 Department of Inspections , ATTN Mr. John Dennison Zonin , ATTN Mr. Stephen Gyurisin VA Dept. of Highways and Transportation , ATTN Mr. Keith Walker Planning , ATTN Mr. John T. P. Horne Sanitation Authority -A� , ATTN Mr. W. Jones FROM: John T. P. Horne, Director Date April 6, 1982 SUBJECT: Review comments on Conditional Use Permit Subdivision Rezoning X Site Plan We are reviewing the enclosed request by Shockey Realty Co. Land or their representative David McClure 667-7700 Will you please review the attached and return your comments to me by as soon as possible. ---------------------------------------------------------------------- This space should be used for review comments: Signature Date 703/662-4532 DIRECTOR JOHN T. P. HORNE DEPUTY DIRECTOR STEPHEN M. GYURISIN Ardr.exrtk D.epaxtmen# of julannrng axrb p6d.aynzent M E M O R A N D U M P. O. Box 601 9 COURT SQUARE WINCHESTER, VIRGINIA 22601 T0: Department of Inspections , ATT r. John Dennison zoning , ATTN Mr. Stephen Gyurisin VA Dept. of Highways and Transportation , ATTN Mr. Keith Walker Planning , ATTN Mr. John T. P. Horne Sanitation Authority , ATTN Mr. W. Jones FROM: John T. P. Horne, Director Date April 6, 1982 SUBJECT: Review comments on Conditional Use Permit Subdivision Rezoning X Site Plan We are reviewing the enclosed request by Shockey Realty Co. Land or their representative David McClure 667-7700 Will you please review the attached and return your comments to me by as soon as possible. --------------•--------------------------------------------------------- This space should be us A for re mew comments: _ n� 4 r SignatureDate f' _ 703/662-4532 rrbrritk Taun#g DEpartmen# of 1lanning anb p6clapmmt DIRECTOR JOHN T. P. HORNE DEPUTY DIRECTOR STEPHEN M. GYURISIN M E M O R A N D U M TO: P. O. Box 601 9 COURT SQUARE WIN4HESTER. VIRGINIA 22601 Department of Inspections , ATTN Mr. John Dennison Zoning ATTN Mrs Stephen Gyurisin VA Dept. of Highways and Transportation , ATT" . Keith Walker Planning , ATTN Mr. John T. P. Horne Sanitation Authority , ATTN Mr. W. Jones FROM: John T. P. Horne, Director Date April 6, 1982 SUBJECT: Review comments on Conditional Use Permit Subdivision Rezoning X Site Plan We are reviewing the enclosed request by Shockey Realty Co. Land or their representative David McClure 667-7700 Will you please review the attached and return your comments to me by as soon as possible. ---------------------------------------------------------------------- This space should be used for review comments: See Attached Letter Signature `t1 �"— Date 703/662-4532 U SITE PLAN #003-82 ff ShockeRealty Co. Land Zoned LOCATION: Martinsburg Pike, U.S. Route 11 North of the Winchester City Limits and on the Northern Side of Lee Avenue. MAGISTERIAL DISTRICT: Stonewall Magisterial District ADJACENT LAND USE AND ZONING: Commercial, Residential, and Industrial PROPOSED USE AND IMPROVEMENTS: Light Manufacturing Plant REVIEW EVALUATIONS: Virginia Dept_ of Highways and Transportation - It appears that our only concern are the two entrances off of Route 764, which will apparently pass the drainage along Route 764 to Red Bud Run, if properly constructed using the eight foot swales showing our minimum requirements. Drainage computations indicate a higher runoff would exist in the calculations show. Sanitation Authority - Approved for central water and sewer. Department of Inspections - Water supply line for the required sprinkler should be included in the planning stage. This building will be considered Use Group F Industrial Building and will be reviewed for compliance under the current Statewide Building Code upon the application for permit. Planning and Zoning - Satisfactory. Virginia Department of Highways and Transportation comments concerning the two entrances off of Route 764 have been incorporated on the site plan and drainage computations for storm water runoff have been re -calculated and certified indicating the net decrease in water runoff after development of the property, therefore, on -site storm water retension will not be required. STAFF RECOMMENDATIONS: Approval. . Sheet 1 of 2 Y PLAT'COMBINING FIVE PARCELS OF SHOCKEY REALTY COMPANY LAND INTO ONE PARCEL OF 5.631 ACRES C, FRONTING NEST SIDE OF MMTINSBURG PIKE C) STONENAI.L DISTRICT, FREDERICK COUNTY, VIRGINIA APRIL 22. 1982 �o ��,SIrE ., (1iC�.NSE1 ^10- ,x VICINITY M A P 1211 a� W �cL,ct{sr / :F ��- 2000� CgNO $URV SURVEYORS CERTIFICATE I certify that the land contained within the bounds of the plat attached hereto is all of the land conveyed to Shockey Realty Company by the four following deeds: Deed Book 509 -. Page 436 dated June 8. 19?9; Deed Book 540 - Page 734 dated September 9, 1981; Deed Book 540 - Page 736 dated September 9. 1981; Deed Book 544 - Page 320 dated December 18, 1981. Less and excepting that certain 4,595 Sq. Ft. Portion H designated as Parcel 2 in Deed Book 509 - Page 436. ✓ r� OWNERS CERTIFICATE a ,The undersigned owner or agent hereby certifies that the plat attached hereto combining five parcels of land conveyed to Shockey Realty Company by the four deeds as stated in the above surveyors certificate is with the free consent and in accordance with the desires of the said owner or agent. CONYIONNEALTH OF VIRGINIA COUNTY OF .I , ACKNOWLEDGED AND SWORN TO BEFORE ME IN MY COUNTY AND STATE AF ORESA ID TH IS .282!1 DAY OF 1982 . NOTARY PUBLIC��..•� MY Cord"Im ictl EXPIRES Ala,,,/ /a-. /9 ,? 1 SUBDIVISION APPROVED Q ADMINISTRATOR / 7 t��fV(/Lt-e_ DATE S O� t VALLEY FERTILIZER 9 CHEMICAL CO. SHOCKEY REALTY CO. . �03- S 28� 06 3T W - 662.40 (h 2 I U pa o N N ,I N W W Z 5.631 ACRES 3 s dl "All CD cn N w C7 Z N 29° 10' 27 E - 25.01' Z S 610 24' 30" E - 25.00' 61- I I' 58" W N 290 10' 27" E - 100.00' 2 O N 29010' 27" E - - 165.81, I'S - - - ' 30" E - - - - - - N 290 10' 27" E � HOWARD 1 0.0 3 150.00, W JAMES !'D" 1 Li J N 290110' 27" E c 6 HARRY W AIKENS .04 0 - Z o N 300 20' 00" 0 0 51.21 Z o w m p", W ROBERT N. W N E c FULLER ZOO — U W o 2 N N 22- 07' 12" E , 132.86- �?,LTl1 OP m4RTINSBURG PIKE — "A" -.4.271 Acres conveyed to Shockey Realty Co. June 8, 1979 in D. B.-509 - 436 "B" - 3750 Sq. Ft. " Sept. 9, 1981 in D. B. 540 - 734 "C" - 7501 Sq. Ft. '• Sept. 9, 1981 in D. B. 540 - 734 "D" - 5000 Sq. Ft. N N N " Sept. 9, 1981 in D. B. 54o - 736 "�;" - 42,986 Sq. Ft. " Dec. 18. 1981 in D. B. 544 - 320 HOWARDMOCKEYE7IOfU IM. General Contracting, Design, Construction Management P.O. Box 2530/ Winchester, Virginia 22601 / Phone (703) 667-7700 Planning & Development 9 Court Square Winchester, Virginia Mr. John Horne Public Works Director Proposed Light Manufacturing Plant Frederick County, Virginia Erosion and Sedimentation Control On April 27, an inspection was made of the 5' x 5' concrete box culvert under Route 11 (Red Bud Run) and its tributary drainage areas. At the present time, observation of surface water flow shows that most of the water is coming down Red Bud Run from the South & East sides of Lee Street. The box culvert is fully open on both sides and under Route 11 and has a flow capacity in excess of 60 cfs. The attached storm water runoff calculations show that there will be a net decrease in water runoff after the property is developed and therefore on -site retention will not be required. Very truly yours, HOWARD SHOCKEY & SONS, ZReyno ds, P.E. Virginia No. 12839 Engineering Manager Member Associated General Contractors of America HOWARD fHO(KEYE7 f0inf, IM. Z General Contracting, Design, Construction Management P.O. Box 2530 / Winchester, Virginia 22601 / Phone (703) 667-7700 — April 27, 1982 Planning & Development 9 Court Square Winchester, Virginia 22601 Attention: Mr. John Horne Public Works Director RE: Proposed Light Manufacturing Plant Frederick County, Virginia Erosion and Sedimentation Control Plan Gentlemen: In accordance with the Frederick County Erosion and Sedimentation Control Ordinance dated June 30, 1975, we hereby submit the narrative report and map covering the Erosion and Sediment Control Plan for the proposed Light Manufacturing Plant located as shown on accompanying vicinity map. The project will consist of site grading for the plant, roads, and parking areas of the proposed facility. The site work is expected to begin in the Spring of 1982 and final stabilization should be complete by Winter of 1982. The area of this project consists of 4.271 acres in the tract at the proposed building and 1.364 acres in tracts A, B, C & D. All work will take place on the 4.271 acre tract which is rolling ground covered with concrete paving and some grass and existing buildings. Initial erosion and sediment control will be achieved through mechanical means such as straw bales and other methods as shown on the map. Storm water shall be controlled in accordance with the contour plan shown. Runoff producing factors considered are: Drainage Area: 4.27 acres Grass Areas = 0.35 Concrete Paving = 1.00 Roof Areas = 0.91 Gravel Areas = 0.50 Calculations based on Time of Concentration (Tc) = 15 minutes with a rainfall intensity (I) of 4.0 for a 2 year storm frequency Location: Winchester, Virginia Member Associated General Contractors of America HOWARD lHOCKEYEr /M inc. Planning & Development April 27, 1982 Page 2 A. Present (based on grass areas, building roof and concrete paving) Q= CIA a) Grass Area (1.32 Ac.) Qz = (0.35) x (4.0) x (1.32) = 1.85 b) Concrete Paving (2.19 Ac.) Qz = (1.00) x (4.0) x (2.19) = 8.76 c) Built-up Roofing (0.08 Ac.) Qz = (0.91) x (4.0) x (0.08) _ .29 d) Gravel Area (0.68 Ac.) Qz = (0.50) x (4.0) x (0.68) = 1.36 Total Q = 12.26 cfs B. Developed (based on grass areas, building roof and concrete paving) a) Grass Area (4.27 less 0.88 less 1.16 = 2.23 Ac.) Qz = (0.35) x (4.0) x (2.23) = 3.12 b) Concrete Paving (0.88 Ac.) Qz = (1.00) x (4.0) x (0.88) _ 3.52 c) Building Roof (1.16 Ac.) Qz = (0.91) x (4.0) x (1.16) = 4.22 Total Q = 10.86 cfs Storm runoff will follow natural drainages and thence into Red Bud Run. There is no problem created by this runoff since it follows a natural drainage. Prior to the initial land disturbance, temporary erosion and sediment control measures will be taken as shown on the accompanying map. The topsoil will then be removed from the area of the building and other areas of cut necessary. The topsoil will be stored on site. Other site and paving sub - grading will be done in accordance with the finish elevations shown. Topsoil will be respread over unpaved areas after final grading to a thickness of approximately four inches and seeded with a permanent grass cover. The sub - grade of the paved areas will either be covered with the permanent stone base, temporarily mulched, or temporarily seeded with a rapid growing annual grass cover. Every effort will be made to control erosion of disturbed areas as quickly as practical. The project will utilize the existing entrance and straw or hay bale barriers in accordance with the standard details and located as shown on the accompanying map. HOWARDMOCKEYEY/aV.. inn. 0 Planning & Development 7i April 27, 1982 Page 3 The straw bale barriers are considered feasible since the contributing disturbed areas will be properly seeded, stored, or mulched as previously stated. Permanent erosion and sediment control measures for long-term protection will be the proper maintenance of a good stand of grass cover over the contoured areas of the site which are not covered with building and paving. The project will be inspected weekly by the job superintendent and the grading foreman. They will inspect for areas of erosion requiring remulch- ing, reseeding, and repair of temporary structures, and removal of accumulated sedimentation from against structures. The excess sediment will be dispersed over an area up slope from the structures. All temporary structures will be removed and disposed of at the county dump after they have served their purposes. Howard Shockey & Sons Job Personnel: General Superintendent - Bill Hastreiter (667-7700) Ardrerith CITOUntu DIRECTOR JOHN T. P. HORNE DEPUTY DIRECTOR STEPHEN M. GYURISIN Mr. David McClure Howard Shockey and Sons, Inc. P.O. Box 2530 Winchester, Virginia 22601 Dear Mr. McClure: P. O. Box 601 9 COURT SQUARE WINCHESTER, VIRGINIA 22601 April 22, 1982 Enclosed is a copy of the corrections on your site plan that are required by the Virginia Department of Highways and Transportation. Please submit three (3) copies of the amended site plan to this office prior to May 5, along with this original. The Virginia Department of Highways and Transportation has also marked a copy of your runoff calculations. Given their changes in the total post development "Q", we will need a statement by a Registered Professional Engineer as to the necessity, if any, for on -site retention of storm water runoff. Our concern is the adequacy of the existing 5 x 5 box culvert under Route 11. Thank you. JTPH:dll Enclosures Sincerely, ULU &LJQ�_' l rohn T. P. Horne 703/662-4532 1 KING, C(,MMISSIONER BANE, GRUNOV, BRl.STOL DISTRICT i�Y,A ua4y1 _ ---- T. GEORGE VAUGHAN,JR., GALAX,.SALEA/DLSTRIC, WILLIAM R. WATKINS, SOUTH BOSTON, LYNCHBURG DISTRICT WILLIAM F. MOHR. RICHMOND, RICHMOND DISTRICT RICHARD G. BRYDGES, VIRGINIA BEACH, SUFFOLA DISTRICT WILLIAM T. ROBINSON, WEST POINT, FREDERICKSBURG DISTRICT J. CARLTON CLOSE, CULPEPER, CULPEPER DISTRICT H. DELMER ROBINSON, JR.. WINCHESTER,.STAUNTON DISTRICT ` T A 7► /�'� /� 7T /'.� ^� V l�l LLd.CX 1J VIR �IN e O MONW /jA ! 1 H of COMMONWEALTHJi `1 JAMES C. HUGHES, ANNANDALE, AT LARGE -URBAN 1 �1�771 CHARLES S. HOOPER, JR., CREWE, AT LARGE -RURAL DEPARTMENT OF HIGHWAYS & TRANSPORTATION 1221 EAST BROAD STREET RICHMOND, 23219 Mr. John T. P. Horne, Director Department of Planning and Development P. 0. Box 601, 9 Court Square Winchester, VA 22601 Dear John: LEO E. BUSSER, III DEPUTY COMMISSIONER & CHIEF ENGINEER J. T. WARREN DIRECTOR OF ADMINISTRATION J. M. WRAY, JR. DIRECTOR OF OPERATIONS W. L. BRITTLE, JR. DIRECTOR OF ENGINEERING OSCAR K. MABRY DIRECTOR OF PLANNING H. W. WORRALL DIRECTOR OF FINANCIAL AFFAIRS IN REPLY PLEASE REFER TO Edinburg, VA 22824 984-4133 April 20, 1982 Ref: Rt. 764 - Site Plan Shockey Properties Frederick County F l� This is in response to your site plan and memorandum, dated April 6, 1982. It appears that our only concern are the two entrances off of Rt. 764 which will apparently pass the drainage along Rt. 764 to Red Bud Run if properly constructed using the eight foot swale we have marked in red showing our minimum requirements. Our comments on the drainage computations indicate a higher runoff would exist then the calculations show. We have attached several charts and general procedure for using the Rational Formula which may be of interest and for your information. I am returning the marked plans and computations. KDW/dke attach. Sincerely, W. H. Bushman Resident Engineer J,I % By: K. D. Walker Inspector TRANSPORTATION - AMERICA'S LIFELINES HOWARD MOCKEYEY lOnf, IX General Contracting, Design, Construction Management P.O. Box 2530/ Winchester, Virginia 22601 /Phone (703) 667-7700 April 5, 1982 Planning & Development 9 Court Square Winchester, Virginia 22601 Attention: Mr. John Horne, Public Works Director Subject: Proposed Light Manufacturing Plant Frederick County, Virginia Erosion and Sedimentation Control Plan In accordance with the Frederick County Erosion and Sedimentation Control Ordinance dated June 30, 1975, we hereby submit the narrative report and map covering the Erosion and Sediment Control Plan for the proposed Light Manufacturing Plant located as shown on accompanying vicinity map. The project will consist of site grading for the plant, roads, and parking areas of the proposed facility. The site work is expected to begin in the Spring of 1982 and final stabilization should be complete by Winter of 1982. The area of this project consists of 4.271 acres in the tract at the proposed building and 1.364 acres in tracts A, B, C & D. All work will take place on the 4.271 acre tract which is rolling ground covered with concrete paving and some grass and existing buildings. Initial erosion and sediment control will be achieved through mechanical means such as straw bales and other methods as shown on the map. Storm water shall be controlled in accordance with the contour plan shown. Runoff producing factors considered are: Built-up asphalt roofing & shingles 0.91 Vegetative (grass) areas 0.35 Concrete Paving 1.00 Calculations: continued on page 2 Member Associated General Contractors of America Page 2 Planning & Development April S. 1982 00 q)� A. Present (based on grass areas, building roof, and asphalt paving) Q = CIA a) Grass Area (4.27 less 3.84 less 0.08 = 0.35) Q = (0.35) (2) (0.35) = 0.25 b) Concrete Paving (3.84 Ac.) Q = (1.00) (2) (3.84) = 7.68 c) Built-up Roofing (0.08 Ac.) Q = (0.91) (2) (0.08) = 0.15 Total Q = 8.08 B. Developed (based on grass areas, building roof, and asphalt paving) a) Grass Area (4.27 less 0.88 less 1.16 = 2.23 Ac.) Q = (0.35) (2) (2.23) = 1.56 b) Concrete Paving (0.88 Ac.) Q = (1.00) (2) (0.88) = 1.76 c) Building Roof (1.16 Ac.) Q = (0.91) (2) (1.16) = 2.11 Total Q = 5.43 Storm runnoff will follow natural drainages and thence into Red Bud Run. There is no problem created by this runoff since it follows a natural drainage. Prior to the initial land disturbance, temporary erosion and sediment control measures will be taken as shown on the accompanying map. The topsoil will then be removed from the area of the building and other areas of cut necessary. The topsoil will be stored on site. Other site and paving subgrading will be done in accordance with the finish elevations shown. Topsoil will be respread over unpaved areas after final grading to a thickness of approximately four inches and seeded with a permanent grass cover. The subgrade of the paved areas will either be covered with the permanent stone base, temporarily mulched, or temporarily seeded with a rapid growing annual grass cover. Every effort will be made to control erosion of disturbed areas as quickly as practical. continued page 3 HOWARD MaKEY & AX U. inc. Page 3 Planning & Development April 5, 1982 The project will utilize the existing entrance and straw or hay bale barriers in accordance with the standard details and located as shown on the accompanying map. The straw bale barriers are considered feasible since the contributing disturbed areas will be properly seeded, stored, or mulched as previously stated. Permanent erosion and sediment control measures for long-term pro- testion will be the proper maintenance of a good stand of grass cover over the contoured areas of the site which are not covered with building and paving. The project will be inspected weekly by the job superintendent and . the grading foreman. They will inspect for areas of erosion requiring remulching, reseeding, and repair of temporary structures, and removal of accumulated sedimentation from against structures. The excess sediment will be dispersed over an area up slope from the structures. All temporary structures will be removed and disposed of at the county dump after they have served their purposes. Howard Shockey & Sons Job Personnel: General Superintendent - Bill Hastreiter (667-7700) Enclosure - Erosion and Control Map .v.u. sno•o, rfotectnf UI•1741�+r .•'d.F'.U, heat�,,.�..r` .+.� «... ° p1 3k,�1t Pc tI1t, X YEAR D URA T 1 0 N 5 t,llN. 10 mIN. I5 MIN. 30 MIN. 60 V1N. 120r1 N" 100 60 9.8424 9.2424 8.1012 7.5930 7.0548 5.2220 r35 Z.1848_ 6.6000 4.8710� 3.3000 2.2017 50 9.0576 7._4364 6.4600 4.7632 3.3038 1.9716 30 8.4876 6.9540 6.0276 4.4296 3,0496 1.8167 _25 8.2680 6.7674 5.0608 4.3008 2.9514 1.7569 20 8.0112 6.5502 5.6664 4.1506 2.6371 1.6672 15 _7.6728 6,2628 5.4092 3.9526 2.6860 1.5952 j ' 10 7.2744 5.9236 5.1033 3.7144 2.5012 1,4821 5 6.6144 5.35T0 4.5901 3.3120 2.1846 1.2879 2 5.748 4.602 3.896 2.757 1.732 1.008 1 4.68 3.91 3.31 12.34 1.47 0.86 R SITY JRRENCE a lu ID zv za 30 35 40 45 50 55 60 70 80 90 100 110 120 DURATION IN MINUTES -tIOCtC�YEYfpft inc. 7'�Iz }. ;� ' f �, �-► � �.�< /�� � , © o � Page 2 Planning & Development �o April 5, 1952-'' T N rj A. Present (based on brass areas, building roof, and asphal paving) ,* i 4I 17 _{�zr �'Yt' -��'zT a r - Q = CIA 4- 7 'a) Grass Area (4.27 less 3.84 less 0.08 = 0.35) y r • Q� �Q.3 Ix C . 4-Q b) Concrete Paving (3.84 Ac.) Q2 = CI,co)X(4. x .yq�= �5,36 c) Built-up Roofing (0.08 Ac.) • - . Z I? Total Q = @8� /l. C-!C�5 Go 6CM- M B. Developed (based on grass areas, building roof, and asphalt. paving) a) Grass Area (4.27 less 0.88 less 1.16 = 2.23 Ac.) b) Concrete Paving (0.88 Ac.) c) Building Roof (1.16 Ac.) Total Q = 5.43 cis Storm runnoff will follow natural drainages and thence into Red Bud Run. There is no problem created by this runoff since it follows a natural drainage. Prior to the initial land disturbance, temporary erosion and sediment control measures will be taken as shown on the accompanying map. The topsoil will then be removed from the area of the building and other areas of cut necessary. The topsoil will be stored on site. Other site and paving subgrading will be done in accordance with the finish elevations shown. Topsoil will be respread over unpaved areas after final grading to a thickness of approximately four inches and seeded with a permanent grass cover. The subgrade of the paved areas will either be covered with -the permanent stone base, temporarily mulched, or temporarily seeded with a rapid growing annual grass cover. Every effort will be made to control erosion of disturbed areas as quickly as practical. continued page 3 � , �riCXl{�YEslG�U. If�C. �f�� ��:.�rw-.» : ;�--c, �:�.'•::= :.a-. ��. �.�} �w �:.:�. ��1i Page 2� Planning $ Development April 5, 1982 A. Present (based on grass areas, building roof, and asphalt pavincy) Q = CIA 6 r F.. i1 , I - i a S u v q • `� ' ' %� /' r r,� 7� S, f', jtoo. 'a) Grass Area (4.27 less 3.84 less 0.08 = 0.35 F ' Q = (0.35) (2).'(0.35) = 0.25 w Q� = Q, r �`x �r c x 0 ,1L� = 4A b) Concrete Paving (3.84 Ac.) Q = (1.00) (2); - (3.84) = 7.68 Q2 I,00 x 41 c) Built-up Roofing (0.08 Ac.) Q = (0.91) (2) " (0.08) = 0.15 02, O lq I X, 0 X0.68 Total Q = 8.08 B_ Developed (based on grass areas, building roof, and asphalt paving) a) Grass Area (4.27 less 0.88 less 1.16 = 2.23 Ac.) Q = (0.35) (2)"' (2. 23)� = 1.56 b) Concrete Paving (0.88 Ac.) Q = (1.00) (2);: (0.88) = 1.76 c) Building Roof (1.16 Ac.) Q = (0.91) (2)='(1.16) _ '2.11 Total Q = _ 5.43 l �D`( C75 Storm runnoff will follow natural drainages and thence into Red Bud Run. There is no problem created by this runoff since it follows a natural drainage. Prior to the initial land disturbance, temporary erosion and sediment control measures will be taken as shown on the accompanying map. The topsoil will then be removed from the area of the building and other areas of cut necessary. The topsoil will be stored on site. Other site and paving subgrading will be done in accordance with the finish elevations shown. Topsoil will be respread over unpaved areas after final grading to a thickness of approximately four inches and seeded with a permanent grass cover. The subgrade of the paved areas will either- be covered with -the permanent stone base, temporarily mulched, or temporarily seeded with a rapid growing annual grass cover. Every effort will be made to control erosion of disturbed areas as quickly as practical. continued page 3 1980 Uu � Rational Method ILI0�. a The Rational Formula is the most commonly used method of determining peak discharges from small drainage areas. This method is traditionally used to size storm sewers, channels and other drainage structures which handle runoff from drainage areas less than 200 acres. s The Rational Formula is Q = CiA in which: Q = Peak Rate of runoff in cubic feet per second. C = Runoff coefficient, an empirical coefficient representing a rela- tionship between rainfall and runoff. i = Average intensity of rainfall in inches per hour for, the time of concentration (TC) for a selected frequency of occurrence or return period. TC = Time of concentration, the estimated time required for runoff to flow from the most remote part of the area under consideration to the point under consideration. It consists of the total time for overland sheet flow, open channel flow and pipe flow. A = Area drained in acres. This is an empirical formula and its accuracy is highly dependent upon the judgement and experience of the user. The general procedure for determining peak discharge using the Rational Formula is as follows: Step 1 - Determine the drainage area (in acres). Step 2 - Determine the runoff coefficient (C) for the type of soil/cover in the drainage area. (Table 5-2) If the land use and soil cover is homogeneous over the drain- age area, a (C) value can be determined directly from Table 5-2. If there are multiple soil cover conditions, a weighted average must be performed (see example 5-1). Step 3 - Determine the time of concentration .(T,) for the drainage area. (i.e., the time of flow from the most remote point in the basin to the design point, in minutes). The overland flow portion of flow time may be determined from Plate 5-1. The flow time (in minutes) in the channel sections can be estimated by calculating the average velocity in a section of channel, and dividing the length of the section (in feet) by 60 times the average velocity (in feet per second). V-3 1980 The chart contained in Plate 5-2 may be used to check the (DO time of concentration (T ) for small drainage basins. The most conservative valueshortest time) should be used. Step 4 - Determine the Rainfall Intensity Factor (i) for the selected design storm. This is done by using the Rainfall Intensity - Frequency - Duration charts (Plates 5•3 through 5-7). Select the chart for the locality closest to your location. Enter the "Dura- tion" axis of the chart with the calculated time of concen- tration (T ). Move vertically until you intersect the curve of the app►Qopriate design storm, then move horizontally to read the Rainfall Intensity Factor (i) in inches per hour. Step 5 - Determine the peak discharge (Q - in cubic feet per second) by multiplying the previously determined factors. Q = C(i)(A) GYAMD1 G F_1 Given: Drainage Area: 80 acres 30% - Rooftops (24 acres) 10% - Streets & Driveways (8 acres) 20% - Lawns @5% slope (16 acres) on sandy soil 40% - Woodland (32 acres) Time of Concentration (TC) = 15 min. Location: Lynchburg, Va. Find: Peak runoff rate from 10-year frequency storm. Solution: 1. Drainage Area = 80 acres (given) 2. Determine runoff coefficient-(c) Perform Weighted Average Area X C from Table 5-2 Rooftops 24 X .9 = 21.6 Streets 8 X .9 = 7.2 Lawns 16 X .15 = 2.4 Woodland 32 X .10 = 3.2 80 34.4 C = 34.4 = .43 80 I V-4 3. Time of Concentration (TC) = 15 min. (given) 4. Determine Rainfall Intensity Factor (i) 0 ) = 4.9 in/hr - (from Plate 5-3) 5. Qja = C(i)(A) Q,r) .43(4.9)(80) = 168.56 cfs Table 5-2 VALUES OF RUNOFF COEFFICIENT (C) FOR RATIONAL FORMULA Land use C Land use C Business: Lawns: Downtown areas 0.7.0-0.95 Sandy soil, flat, 2% 0.05-0.10 Neighborhood areas 0.50-0.70 Sandy soil, average, 2-7% 0.10-0.15 Sandy soil, steep, 7% 0.15-0.20 Residential: Heavy soil, flat, 2% 0.13-0.17 Single-family areas 0.30-0.50 Heavy soil, average, 2-71'. 0.18-0.22 Multi units, detached 0.40-0.60 Heavy soil, steep, 7 % 0.25-0.35 Multi units, attached 0.60-0.75 Suburban 0.25-0.40 Agricultural land: Bare packed soil Industrial: Smooth 0.30-0.60 Light areas 0.50-0.80 Rough 0.20-0.50 Heavy areas 0.60-0.90 Cultivated rows Heavy soil no crop 0.30-0.60 Parks, cemeteries 0.10-0.25 Heavy soil with crop 0.20-0.50 Sandy soil no crop 0.20-0.40 Playgrounds 0.20-0.35 Sandy soil with crop 0.10-0.25 Pasture Railroad yard areas 0.20-0.40 Heavy soil 0.15-0.45 Sandy soil 0.05-0.25 Unimproved areas 0.10-0.30 Woodlands 0.05-0.25 Streets: Asphaltic. 0.70-0.95 Concrete 0.80-0.95 Brick 0.70-0.85 Drives and walks 0.75-0.85 Roofs 0.75-0.95 Note: The designer must use judgement to select the bppropriate C value within the range. Generally, larger areas with permeable soils, flat slopes and dense vegetation should have lowest (C) values. Smaller areas with dense soils, moderate to steep slopes, and sparce vegetation should be assigned highest (C) values. Source: American Society of Civil Engineers V-5 Length "L" of Strip, feet 0 0 0 � D , M o ate+a � (A pi a, O a . yN a O y Z d to (D CD N CD Inlet Concentration.Time, minutes 0 0 o C] ca 1980 H (feet) 500 — 100 a FxaA7p 7e +' 50 0 a > a > o Note: � 41 Use nomograph Tc for natural basins with well defined channels, for 0 a overland flow on bare earth, and v for mowed grass roadside channels. 4� v10 For overland flow, grassed surfaces, v cc multiply Tc by 2. s +� (n X 0 For overland flow, concrete or 5 asphalt surfaces, multiply Tc by 0.4. 0 s EFor concrete channels, multiply Tc Q' by 0.2. a S_ 1 Source: VDH&T TIME OF CONCENTRATION OF. SMALL DRAINAGE BASINS 9 Tc (min.) 200 100 50 10 5 1 Plate 5--.2 DD D �T V-7 q RAINFALL FREQUENCY--INTENSITY-DURATION CHART LYNCHBURG, VA. 20.0 15.0 10.0 3.0 6.0 4.0 2.0 i- 7 O aLi 1.0 L 0.3 u c 0.6 c 0.4 Y C ro 0.2 M 0.1 0.08 0.06 0.04 0.0 5 10 15 20 30 40 50 60 2 3 4 5 6 8 10 12 18 24 Minutes Hours Duration 2 �etG ro �o rSJ Sp �s i S 1 - Source: VDH&T Plate 5-3 NAROLD C. KING, COMMISSIONER EUGENE M. BANE.GRUN DV, BRI.STOL DISTRICT ® oN, T. GEORGE VAUGHAN. JR., GALA%„ SALEM DI.STRI0 WILLIAM R. WATKINS. SOUTH BOSTON, LYNCHBURG DISTRICT WILLIAM F. MOHR, RICHMOND. RICHMOND DISTRICT �. '1 RICHARD G. BRVDGES, VIRGINIA BEACH, .SUFFOLK DISTRICT WILLIAM T. ROBINSON, WEST POINT, FREDERICK.SBURG DISTRICT J.CARLTON CLORE. CULPEPER, CULPEPER DISTRICT H. DELMER ROBINSON. JR., WINCHESTER,.STAUNTONDISTRICT COMMONWEALTH of VIRQINIA JAMES C. HUGHES. ANNANDALE, AT LARGE -URBAN CHARLES S. HOOPER, JR., CREWE,AT LARGE -RURAL DEPARTMENT OF HIGHWAYS & TRANSPORTATION 1221 EAST BROAD STREET RICHMOND, 23219 Mr. John T. P. Horne, Director Department of Planning and Development LEO E. BUSSER, III DEPUTY COMMISSIONER & CHIEF ENGINEER J. T. WARREN DIRECTOR OF ADMINISTRATION J. M. WRAY, JR. DIRECTOR OF OPERATIONS W. L. BRITTLE, JR. DIRECTOR OF ENGINEERING OSCAR K. MABRY DIRECTOR OF PLANNING H, W.WOR8ALL DIRECTOR OF FINANCIAL AFFAIRS IN REPLY PLEASE REFER TO Edinburg, VA 22824 984-4133 April 20, 1982 n Ref: Rt. 764 - Site Plan Shockey Properties Frederick County P. 0. Box 601, 9 Court Square Winchester, VA 22601 1� Dear John: z o� j �S m;gIT1co This is in response to your site plan and memorandum, dated April 6, 1982. �ll�p�6Zg2� It appears that our only concern are the two entrances off of Rt. 764 which will apparently pass the drainage along Rt. 764 to Red Bud Run if properly constructed using the eight foot swale we have marked in red showing our minimum requirements. Our comments on the drainage computations indicate a higher runoff would exist then the calculations show. We have attached several charts and general procedure for using the Rational Formula which may be of interest and for your information. I am returning the marked plans and computations. KDW/dke attach. Sincerely, W. H. Bushman Resident Engineer By: ' K. D. Walker Inspector TRANSPORTATION — AMERICA'S LIFELINES 3yo3A NOV 2 2' rj{32 O D d�v THIS DEED OF DEDICATION made and dated this 22nd day of November, 1982, by and between SHOCKEY REALTY COMPANY, a Virginia Limited Partnership, party of the first part, and the COUNTY OF FREDERICK, VIRGINIA, party of the second part. WHEREAS, the party of the first part is the owner of a certain tract or parcel of land, containing 5.631 Acres, in the aggregate, and more particularly described by survey drawn by Thomas A. Shockey, C. L. S., dated November 19, 1982, attached hereto and by this reference made a part hereof as if set out in full; and, WHEREAS, the party of the first part desires to subdi- vide said tract into parcels of land designated 4.217 Acre Tract and 1.360 Acre Tract, as shown on the aforesaid attached survey; and, WHEREAS, the party of the second part has agreed and consented to the subdivision of the said land. NOW, THEREFORE, -THIS DEED OF DEDICATION WITNESSETH: That for and in consideration of the mutual benefits to be derived therefrom, the party of the first part hereby declares its inten- tion to subdivide the aforesaid 5.631 Acres into two separate tracts of land, to be known as 4.271 Acre Tract and 1.360 Acre Tract, as shown on the attached survey drawn by Thomas A. Shockey, C. L. S., dated November 19, 1982, and by this reference made a part hereof as if set out in full, and which subdivision is done with the free consent of the owner. Said property is the same property conveyed to the party of the first part by deed of cor- rection, dated October 28, 1982, from James D. Shockey, et al, Partners, trading as Shockey Realty Company, a Virginia Partner- ship, said deed of correction being of record in the Office of the Clerk of the Circuit Court of Frederick County, Virginia in Deed Book 553 at Page 130. 1 The party of the second part hereby gives its consent to the subdivision hereinabove set forth, and which consent is acknowledged by the signature of its Subdivision Administration Ito the attached survey which is by this reference made a part (hereof as if set out in full. The platting or dedication of the 5.631 Acres, as set forth on the attached survey drawn by Thomas A. Shockey, C.L.S., dated November 19, 1982, and by this reference made a part hereof as if set out in full, is with the free consent and in accordance with the desire of the undersigned owner, proprietors, and trustees, if any. WITNESS the following signatures and seals: SHOCKEY REAL COMPA 6Y By; r /l (SEAL) ✓/ JAMES)D. SHOCK PARTNER BY{ �/witi✓ (SEAL) RALPH"D. SHOCKEY, MARTZ/( BY SEALES D, EiOCKEYJR., R STATE OF VIRGINIA, OF K��ac�_.(sa�c. , TO -WIT: I, dA /-7ooy�2 a Notary Public in and for the State and aforesaid, do hereby certify that JAMES D. SHOCKEY, RALPH D. SHOCKEY and JAMES D. SHOCKEY, JR., PARTNERS, t/a SHOCKEY REALTY COMPANY, a Virginia Limited Partnership, whose names are signed to the foregoing Deed of Dedication, dated lovember 22°a, 1982, have personally appeared before me and acknowledged the same in my State and aforesaid. Given under my hand thiso?a day of November, 1982. My Commission expires NOTARY PUBLIC 2 y:i 1 % Sheet 1 of 2 Dr;ISION SURVEY OF 5.631 AC-RES OF SHOCKEY REALTY COMPANY, A LIMITED PARTNERSHIP, LAND FRONTING 'WEST SIDE 07 FKHTINSBURG PIKE STONEWALL DISTRICT, FREDERICK COUNTY, VIRGINIA NOVEMM-E 19, 1982 OR. 4- SITE T k'AS A- SNcot VICINITY JnAP (LICENSE) N06 6 1271 Z'qPVD SURIX1 SUFVEYORS CERTIFICATE I certify that the land contained within the bounds of this subdivision as shown on the plat attached hereto is all of the land contained within that certain deed of consolidation by Shockey Realty Co., A Limited Partnership dated Oct. 28, 1982 and recorded in Deed Book 553 Page 134. OWNERS CERTIFICATE The undersigned owner or agent hereby certifies that the division of land as shown on the plat attached hereto is with the free consent and In accordance with the desires of the said owner or agent. COMY.ONWEALTH OF VIRGINIA, Shockey Realty Company, C-Gt�, OF A Limited Partnership I Acknowledged and sworn to before me in my County I and State af ore7 this 22nd day of November, 1982. NOTARY PUBLIC: MY COMMISSION EXPIRES: 100K SUBDIVISION APPROVED ADMINISTRATOR DATE /(23 f?- Z� OD 3 '.1 VALLEY FERTILIZER 6 CHEMICAL CO. i SHOCKEY REALTY CO. NOTE THESE DIMENSIONS MEASURED FROM RIB ON WALL PANELS. N � N \ N I — 158.7 CPCLE o I W 1--m Z a h z M A F LLJ ° N > N`{ Q (0� rn a M.H.-_ Ld W J 4.271 S 28° 06' 37" W POLE, '� r - 662.40' POLE F PRESTRESS CONC. j BLDG. ACRES .. I 157.0' 20' WATER 8. SAN. SEWER EASEMENT _M•H''=_WATER 10' C d P TEL. CO. EASEMENT METER u - S 61° 24' 30" E - 25.00' • ° - 100.00' N 29° 10' 27" E 640.90' - —N Q In'77 C �µ NEW DIVISION 450.08 LINE S°TO E7 r—' N61°11'58" W 100.00 HO AW RD I BLK-/' 1.360 ro _ HAF JAMES BLDG. IT N O 5.7' % z „f N 30° 20' 00" E I 51.221 -� C-' W O N "a = U b�O NO 3 _J °It ,q m O Ni N O V M z� i.0 c y ROBERT N. W - R u N z FULLE DIVISION w SURVEY OF THE 5.631 ACRES N 22° O7' 12 E 132.86' of CL SHOC}G Y REALTY CO MANY, A LINTTED PARTNERSHIP ROUTE in Deed Book 553 - Page No. 134 Stonewall District, Frederick Co., Va. Surveyed Nov. 19. 1982 NOTE: The 20' Water and Sanitary Sewer Easement shown above is to be dedicated to the Frederick County Sanitation Authority. It is 20' in width; 5' West LT" n of Sewer Line, 10' between Water and Sewer Lines and 5' East of Water Line and extends from the Center �Y_ Line of Lee Avenue to its end 40.7' North of the Northeast corner of the Prestress Concrete Building. c T111,^'.!1$ A. The Center Line of the said Easement being described as beginning at a point in the Center Line of Lee (! ICE EI f Avenue, said point being S 620 34' 50" E - 201.63' from the Southwest corner of the Property. Thence a thru the Property N 280 26' 35" E - 550.40'• nl- -.r /rlr /fie Cr/Uri, Encla5ed /S o, (2o o� 7 e a/2 �or�eG��ox�s ovr Div �fQzi re r�o�11dot r fin _ 1 � Svbm�f ree Co leu o��`l � -- ---c�r/fe6o/ate 7*15 6e-e 6drior 76 /cW3 _ -------- - Ta/al�o,�fo'.eue b -- 0,5 nw -__- - -- - Our �s,;. .y,.t1,7_.d .`'1' .t v.. r e :.Mr'_s.'•,r7•rYriwcsMw w.ia:�yx ,t,n.t:;m?aaixb4k F^n .. .o?:,.i. u. rs...,Ea,r �x:ii. r•:. v,-i.. Nu,.m" ... ... ., ..., .., ... _ 1 of FIVE: I'Ai'CliL, OF SHOCKEY )�L•AL-Y ':(,t FAt;Y, A LI1'.IT:1) IAItTNE!"SHIP, 11,TC i A-'CLL OF 5.631 ACI.E:; i - FRONTING WEST SIDZ OF NAHTII;SBUkG PIKE STONEWALL DISTRICT, FREDERICK COUNTY, VIRGINIA OCTOBER 28, 1982 - � N SITE ..+y;s,Y",y�•VL'}'.7.6K. `:�!�'�.�,t;>".'ri'<aktr L:��e',+� ,s 1 1' c THl0!-.A_S A. Sti CK u �pIa)No. :"a VICINITY MAP 1271 Wf.ci otter �t I = 2.000 SURVEYORS CERTIFICATE i I certify that the land contained within the bounds of the plat attached hereto is a portion of the land conveyed to Shockey Realty Company, a Limited Fartnership, by deed of correction idated October 28, 1982 from Shockey Fealty Company, a Virginia Partnership, of record in the Clerk's Officc•,Circuit Court of Frederick County, Virginia in DeRd Book 557,3 Instrument '• Number 25i(0 N �. OWNERS CERTIFICATE J/�►- The undersi nd g v owner or agent hereby certifies that the plat attached hereto combining five )arcels of land conveyed to Shockey Realty Company, a Limited Partnership, by Deed of Correctir lated October 26, 1982 from Shockey Realty Company, a Virginia Partnership, as stated in the ibove Surveyors Certificate is with the free consent and in accordance with the desires of the ;aid owner or agent. SHOCKEY REALTY COHPAN', A 1,I1.1I ED PARTNERSHIP :0,'MONWEALTH OF VIRGINIA, By / q 11/1 C :ITI' OF l:P1CIlESTEk AHES D.SNOCKEY, PARTNER ,cknowledged and sworn to before me in my City B nd State aforesaid this,=,?4P day of October, y 982. RALN: D. SHOCKEY, PART R OTARY PUBLIC:A6Z-I�e By Y COMISSION EXPIRES:j-�3 _�`j JAA D. SHOC'EY, JR.. PART ISION APPROVED iW N n 5.6 31 ACRES _3 in M ,rl e "AllN m 10 N 29° 10' 27" E - 25.01' z S 61° 24' 30" E - 25.00' /lII/ N 29° 10' 27" E - 100.00' il— li - - - - nCu - - - N61°11'S8"W 2 - - - - - - - - - - - - - N 29° 10' 27 E " 165.81' a e 2 30" E - - - - - - N 29° 10 27" E HOWARD 1100. ; I50.00' W JAMES ?ID" I rQi_ uJ J 1 29°1IV 27" E 117.04 N N o ! v — HARRY W AIKENS o N 30° 00" E z o r2 V in2 O N ; n C W v = " In ROBERT N. �PG Y ^^N e_ p FULLER Op W S u ° z 40 �pO�pG rn N 22° 07' 12" E s LU Z 132.86 �ALT7I 0 I1 _ RT MARTINSBURG PIKE — TH�OM�AS A. S C � l' n�(LICEIISE) No. Or 1271 N 1qNp gUFZT J "A" - 4.271 Acres conveyed to Shockey Realty Co. June 8, 1979 in D. B. 509 - 436 "B" - 3750 Sq. Ft. Sept. 9, 1981 in D. B. 540 - 734 "C" - 7501 Sq. Ft. Sept. 9, 1981 in D. B. 540 - 734 "D" - 5000 Sq. Ft. Sept. 9, 1981 in D. B. 540 - ?36 "E" - 42,986 Sq. Ft. Dec. 18, 1981 in D. B. 544 - 320 I ., -fir ---- -- — -•• -Y' �__---. .. -:. O,2/ 2 )5t : SD2 /CG-/o�9 PAV/NG G'Cd t 1 vilwe -118F -113� 1 L P. CkItla SDC/IeS / is 20 1 } { .W, _ 6 • 111 I <- —• e-f,c pit.. -, � Il � y IN tv �A [ 4? SOZ fC6-JOi1 lV10 i � j � !� i • f � �.E��• it i / W N ' I I v \ kb - ' y . 1 � ozoec rm N n l h 1 � I r i ' 1 4 28 /o SSW � --- r • �� - � ¢PANELS B'O" > �%-P'�'"'' �. Ll- w f s % IT r j `4 1 �' ,� ► p�Op/.r6D LlGl�i M,illi;'t'^,CTUQiIVG rACILT; VPJ. FLOOR FLEV. 7 0.0� 1 ;•� 1 CAV RRt�J .. � • `Ppv�.uGG�'Ceua.. Ef REN/OVFV '( s TeA it Fs �••lr.'i. r^f I �" .i FA - '1Z 94 tz' 0 UK* MLO WL% W6.'s ago Ai,.,64 Tel;C7 4.`71,4-4­f's � - Oiv✓�f�G G" Ge,i� i L REVISION CHKD APPD • ik ZY 00 Im "IN r'l T k 67 c I to s I i I i � "W vs ;t t i ' 1 1. Drama a dit at beg nntng All d ii tukbe !� after Iradin 3. Sedtm' bat' - distui?ed ar I J 1 4. All Ark sha t _ _ r ;•�. Erosi and A TO ,t kl t'PuV. a: KryNIO I S�nlE S%�=/0• r EROSION AND SEDDILW Drain- a ditches and sediment barriers must be installed at het nn ng of land disturbing activity. All di t areas to be revegetated as soon as possible after b ing. We iaett �arriers and accumulated silt to be•removed after distutged area is revegetated or stabilized. All w, k shall be performed in accordance with the Virginia Erosi( i and Sediment Control Ilandbook. T.4 L ) JF FOu4 )'ZFC�: "F Sga6kF Y REALTY ea, nuc rs .416 6Y O,B. S40 — p 734 rand C 'BY 9,0. 540 -P796 Teec - c ey Pe. 544 - P32D <1,`DL"WOLL G/Ji ,FCFGFciCA CU., Vs:, SCALE /e—:O' h-'RCII &, 19,6 THati�rs A, Lf=flD s✓r VEy;K T&I ) sui, vc y OF —,d 4.27/ A..'rE r:7 /N GEED edok ,S99-4Y,a t TWO- /LU3A/Z3 ,_ 0T,L---Z 1C10ETS d6 __ZXZ _WDOd7 :STAKE•S:_YZ"'.ZFI' G20Uti0. tEv2S' ''tit • +•a. • , 5T/Z/1kl r9 5 E Ar L Ir -4 f7 9s- hIClio' 7 F. I I CLIa 4-3 FAl 7 kA 4.4 71 .7 0 0 r 40 :szv �x fAle io k(, SDZtCG-/e�V-'_".PAV///G G'cG M I s r I jp , L �PA�%�/NG S4CQKS: / X Zfl i ri fit' !�,. '• .,I � � _ - ---- - ," - p -STD fiVT,CA�(Cd O�i r (�-P41/!NB c�FiGaTio�/5 � - � h h W r t-r-- Btc`s T., ore v _ REM�ytO � 1 ~ v r `.ram-�""�e•"'r'�' P " r ��`'� _ �I 0 to lb 0 26 � /o' S5 vv G6 %. ao' h i PQe7F,11AD LICgi M,4�J&'FACTLI/I"6 r11C1L17 y x7N. FLOOfZ ttEV. 7ZO.0/� P,eoPOSE D eV/L GiA/G 5Q 66B FT :::T I r BC REMOVED —A •— 4. ,45 p o0 TQn�7 /3 1 i —124C.M.U. WAG. 1 AI ! � FU7URf I � I Fu7uAZ /G-O'OP G I - : IZCGOCA jC0 K�L. a o / l A R E,U o,' Tea * 7' 4,271, A/i-� Eti's. 14140C - 3 f3 A CHND APPD VA A49-S Tkl7c T YL06 II S --'I V'27 -- | \ \ \ FL/ll=Z, / \ A S .SDOX/ A s• PCA i l K�ywr� y � 1 � n✓ CP) sur V, y iNFarZ,ua r/oN FTOA-f rcPo sdjKVEY _OF FouR 7eccrs of S'IIOCKFY REALTY CO, l AID r/L4c7S 41,5 By O,R. S40 -P 734 ehe7 C ay .540 -P79G Tp etr o Qy O.C. 544 - --320 ,, si a yWALL D/Jr,FBFOs.C/CA( CO., V4, SCALE /�-=0' MAaCN /r1,/9d2 TUONy/iS R, J'NOCK j/-L�NOJd�VEy��4 _L/GE//SB /IS /27/ VA. ALSO F,EDM TOP4 SU9VIE y OF THE 4,271 4C,ee: TEacr c9x/VEy6o T7 - SNOCKEY RE.eL T Y /N DEEO eaaK S17-4Y4 A S So0// A S PQ.aG; /CAG EY OF OB. S40-P734 1. s4o-P73G ,544 - F920 oEC/C/C CO., ✓/S, Z,4kv J&k VE y �R /27/ V . Vey z,40 CIA, VEyirO 79 Dif Ty OW&- AP vxlve, FrCBN7 apcNE�GE aF 57-9EE7 4PP,ElAe'W /S 7'6' �1+ .FO'OR25'!{ — �5EP71,5p:7ASN/CN�S SJ,�EET PA✓EMfaT,- ?�s-�--- - 2�e"—�_F_ Fk'ON�' �tOGE CU28 — D,elVc P,OV!'!Euj ��nss 4.3 �aNc VALLEY FERTILIZER B& CHEMICAL CO, SHOCKEY REALTY CO. OD N W M N ID 'iN S 28°- -06r 37 r1 --..W. - 662.401 in 0 N 0) t 5.6 31 AC R ES _3 M "All 0 0 ro a N 290 10' 27" E - 25.01' z S 610 24' 30" E - 25.00' N61° II'58"W N 29° 10' 27" E - 100.00' 2 5. O N 29010' 27" E W ---- itBli - -i -- �IC11----------- - - - - -- 165.81' ' Q ° 24' 30" E N 290 10' 27" E HOWARD 1100.0 3 150.00, W JAMES p it I - t Ld J N 290110' 27" E N o HARRY W. AIKENS 117. 4 0 to z o N 300 20' 00" E U 'n O o w TOPG 3 ttEit - ROBERT N. cr_ w N to 0 FULLER Q Y � � v_ 2Q U N W Z \QQ \QQ N 220 07' 12 E MARTINSBURG PIKE — RT. 11 �Gti 1� THOMAS X S C a) 7� CZ J�� (LICENSE) No. i� 1271 `IVD SURVEIle Oe "A" - 4.271 Acres conveyed to Shockey Realty Co. June 8, 1979 in D. B. 509 - 436 "B" - 3750 Sq. Ft. it 01 of 00 to Sept. 9, 1981 in D. B. _540 - 734 "C" - 7501 Sq. Ft. Sept. 9, 1981 in D. B. 540 - 734 "D" - 5000 Sq. Ft. Sept. 9, 1981 in D. B. 540 - 736 "E" - 42,986 Sq. Ft. Dec. 18, 1981 in D. B. 544 - 320 UI:}3IhiI14; FIVE I'AiICLLS 01,' SiIOCKEY hEAh"')' I Y, _. LlI AP'I'f;i�:};SI1IP, INTG 1'A"CLL OF 5.631 AClii�� FRONTING WEST SIDE OF NiARTINSBURG PIKE STONEWALL DISTRICT, FREDERICK COUNTY, VIRGINIA OCTOBER 28, 1982 o�; o THOMAS X 5h CK (LICENSE) 1271 . �' ND SURVG'I� z za eye SITS ce P ,4 Winci�ester �'�F L SURVEYORS CERTIFICATE VICIN17Y MAP I certify that the land contained within the bounds of the plat attached hereto is a portion of the land conveyed to Shockey Realty Company, a Limited Partnership, by deed of correction i dated October 28, 1982 from Shockey Realty Company, a Virginia Partnership, of record in the Clerk's Office,Circuit Court of Frederick County, Virginia in De d Book 553 /Instrument 1 Number OWNERS CERTIFICATE The Undersigned owner or agent hereby certifies that the plat attached hereto combining five parcels of land conveyed to Shockey Realty Company, a Limited Partnership, by Deed of Correction! dated October 28, 1982 from Shockey Realty Company, a Virginia Partnership, as stated in the I above Surveyors Certificate is with the free consent and in accordance with the desires of. the } said owner or agent. COI.11-IONWEALTII OF VI RGI NIA, CITY OF 14I14CIIESTER Acknowledged and sworn to before me in my City and State aforesaid thisc--2,,P day of October, 1982. NOTARY PUBLIC: PIY COMv IISSION EXPIRES: SHOCKEY REALTY COMPAN , A LIMI ED PARTNERSHIP By �,SAPIES IS:"S110CkEY, PARTNER / BY RALPH D.�SHOCKEY, PART- R By JAI`1 D. SHOC EY, JR. , PART S IVISION APPROVED r� AD14INISTRATOR l DATE . A_ the aforesaid Clerk's Office in Deed Book as Instrument No. The party of the second part hereby gives its consent to the consolidation hereinabove set forth and which consent is acknowledged by the signature of its Subdivision Administrator to the attached survey which is by this reference made a part hereof as if set out in full. WITNESS the following signatures and seals: SHOCKEY REALTY COMPANY BY /✓,///1/,�//�� �'1 ( SEAL ) f kft28­ 0 ',SHOCKEY, A NER By ����i� a! (SEAL) RA PH . SHOCKEY. RWER By /Z (SEAL) J S D. SHOCKEY, JR., RTNER STATE OF VIRGINIA, OF 2 T_O-WIT a Notary Public in and for the State and aforesaid, do hereby certify that JAMES D. SHOCKEY, RALPH D. SHOCKEY, and JAMES D. SHOCKEY, JR., Partners of SHOCKEY REALTY COMPANY, a Virginia Limited Partnership, whose names are signed to the foregoing Deed of Consolidation, dated October 28, 1982, have personally appeared before me and acknowl- edged the same in my State and ti aforesaid. Given under my hand this a,P' day of C�c> , 1982. My Commission expires i 1po Z� , -/; �, NOTARY PUBLIC 2 THIS DEED OF CONSOLIDATION made and dated this 28th day of October, 1982, by and between SHOCKEY REALTY COMPANY, a Virginia Limited Partnership, party of the first part, and the COUNTY OF FREDERICK, VIRGINIA, party of the second part. WHEREAS, the party of the first part is the owner of a certain tract or parcel of land, containing 5.631 Acres, in the aggregate, and more particularly described by survey, drawn by Thomas A. Shockey, C . L . S . , dated October 28 , 1982, attached hereto and by this reference made a part hereof as if set out in full; and, WHEREAS, the part of the first part desires to consol- idate the Five parcels of land, designated A, B, C, D, and E on the aforesaid attached survey, into one tract of land containing 5.631 Acres; and, WHEREAS, there is on file a Certificate of Limited Part- nership, dated December 15, 1969, and as amended December 31, 1979, of record in the Office of the Clerk of the Circuit Court of Frederick County, Virginia in Partnership Book 1 at Page 144 and Partnership Book 1 at Page 155, respectively; and, WHEREAS, the party of the second part has agreed and consented to the consolidation. NOW, THEREFORE, WITNESSETH: That for and in considera- tion of the mutual benefits to be derived therefrom, the party of the first part hereby declares its intention to consolidate the aforesaid Parcels A through E, inclusive, into one tract of land containing 5.631 Acres, and which consolidation is done with the free consent of the undersigned owner. Said property being the same property conveyed to the party of the first part by Deed of Correction, dated October 20, 1982, from James D. Shockey, Ralph D. Shockey, and James D. Shockey, Jr., Partners, t/a Shockey Realty Company, a Virginia Partnership, said deed of record in 1 . - ^ � � -- \ ----'-- --------- &ad fi7a --. �.._~--~ _- ^~~ 1/2C. �� 0�^� . - -- fiel 6 1 56 -5 6y-r;r'e-e 6drIOl- 76 0-10n3 ^ 4�/ -_' ' - - I-t - ' ���_� ' 11 (3 O�&� VALLEY FERTILIZER B CHEMICAL CO. I SHOCKEY REALTY CO. NOTE: THESE DIMENSIONS MEASURED FROM RIB ON WALL PANELS. N I \ P(ll P N S 28° 06' 37" W POLE, -�'- - 662.40' -POL 15 8.7' 4POLE W l W O � ro zro0)� 4.27r Q � a 157 0' 20' WATER 8, SAN. SEWER EASEMENT C a P TEL. CO. EASEMENT S 610 24' 30" E - 25.00' - ° " E - 100.00' N 290 10 \-NEW DIVISION 450,08' LINE i S 61024'30"E 5.8' HOWARD JAMES r, 7' 1.360 M= ACRES No o q (D Z N 30° 00' 51.2 1.21 w N O CO NO N M D) Lp o (D Z N 22007 12 E 132.86 ROUTE II ACRES 7 III M,H =0 WATER �J METER ' 27° E - 640.90' ' N 2 150.00' N 61° 11' 58" W 25.06- HAh HI ih Z 0 w W w m z Qi N Q w J w 3 aI W 0 f 0 co TiIz Z �o ROBERT N. 0 FULLER DIVISION SURVEY OF THE 5.631 ACRES of SHOCKEY REALTY COMPANY, A LDIITED PARTNERSHIP in Deed Book 553 - Page No. 134 Stonewall District, Frederick Co., Va. Surveyed Nov. 19, 1982 NOTE: The 20' Water and Sanitary Sewer Easement shown above is to be dedicated to the Frederick County Sanitation Authority. It is 20' in width; 5' West of Sewer Line, 10' between Water and Sewer Lines and 5' East of Water Line and extends from the Center Line of Lee Avenue to its end 40.7' North of the Northeast corner of the Prestress Concrete Building. The Center Line of the said Easement being described as beginning at a point in the Center Line of Lee Avenue, said point being S 620 34' 50" E - 201.63' from the Southwest corner of the Property. Thence thru the Property N 280 26' 35" E - 550.40'. Sheet 1 of 2 DI'V ISION SURVEY OF 5.631 ACRES OF SHOCKEY REALTY COMPANY, A LIMITED PARTNERSHIP, LAND FRONTING WEST SIDE OF MARTINSBURG PIKE STONEWALL DISTRICT, FREDERICK COUNTY, VIRGINIA NOVEMBER 19, 1982 14- st Z SIT E 4-�' ee Ave { �=S � c � (LICENSE) No, u 1271 wind,er{e r 4"ND SUR1540 SURVEYORS CERTIFICATE VICINITY MAP I certify that the land contained within the bounds of this subdivision as shown on the plat attached 'hereto is all of the land contained within that certain deed of consolidation by Shockey Realty Co., A Limited Partnership dated Oct. 28, 1982 and recorded in Deed Book 553 - Page 134. 0 OWNERS CERTIFICATE The undersigned owner or agent hereby certifies that the division of land as shown on the plat attached hereto is with the free consent and in accordance with the desires of the said owner or agent. COMMONWEALTH OF V IRG IN IA , C'eUNTY OF Acknowledged and sworn to before me in my County and State aforesa this 22nd,day of November, 1982. NOTARY PUBLIC: MY COMMISSION EXPIRES: j ADMINISTRATOR Shockey Realty Company, A Limited Partnersh p 1 ;r �yry-- Lz- SUBDIVISION APPROVED DATE //"' 2 ,0 The party of the second part hereby gives its consent to the subdivision hereinabove set forth, and which consent is (acknowledged by the signature of its Subdivision Administration I1to the attached survey which is by this reference made a part thereof as if set out in full. The platting or dedication oL the 5.631 Acres, as set forth on the attached survey drawn by Thomas A. Shockey, C.L.S., dated November 19, 1982, and by this reference made a part hereof as if set out in full, is with the free consent and in accordance with the desire of the undersigned owner, proprietors, and trustees, if any. WITNESS the following signatures and seals: SHOCKEY REALTY COMPAYY Yf . /i///4d111(A_(SEAL) ES'1IS. SHOCK PARTNER BY �' -U ��-� (SEAL) RALPH "D. SHOCKEY, X ARTNER� A - / up ,=� . • - - IISTATE OF VIRGIINIffA, OF �C/�.� , TO -WIT: 'I I, ,��1 C /�oov��1 a Notary Public in and for the State and aforesaid, do hereby certify that JAMES ID. SHOCKEY, RALPH D. SHOCKEY and JAMES D. SHOCKEY, JR., PARTNERS, It/a SHOCKEY REALTY COMPANY, a Virginia Limited Partnership, whose Inames are signed to the foregoing Deed of Dedication, dated INovember 22nd, 1982, have personally appeared before me and lacknowledged the same in my State and �%,� aforesaid. Given under my hand thisaa day of November, 1982. My Commission expires f-U)S--JP3 z7_ NOTARY PUBLIC 2 �JI•iJ: t 1, I-:f. 3UO3q NOV 2 2), 19 A ' J THIS DEED OF DEDICATION made and dated this 22nd day of November, 1982, by and between SHOCKEY REALTY COMPANY, a Virginia Limited Partnership, party of the first part, and the COUNTY OF FREDERICK, VIRGINIA, party of the second part. WHEREAS, the party of the first part is the owner of a certain tract or parcel of land, containing 5.631 Acres, in the aggregate, and more particularly described by survey drawn by Thomas A. Shockey, C. L. S., dated November 19, 1982, attached hereto and by this reference made a part hereof as if set out in full; and, WHEREAS, the party of the first part desires to subdi- vide said tract into parcels of land designated 4.217 Acre Tract and 1.360 Acre Tract, as shown on the aforesaid attached survey; and, WHEREAS, the party of the second part has agreed and consented to the subdivision of the said land. NOW, THEREFORE,- THIS DEED OF DEDICATION WITNESSETH: That for and in consideration of the mutual benefits to be derived therefrom, the party of the first part hereby declares its inten- tion to subdivide the aforesaid 5.631 Acres into two separate tracts of land, to be known as 4.271 Acre Tract and 1.360 Acre Tract, as shown on the attached survey drawn by Thomas A. Shockey, C. L. S., dated November 19, 1982, and by this reference made a part hereof as if set out in full, and which subdivision is done with the free consent of the owner. Said property is the same property conveyed to the party of the first part by deed of cor- rection, dated October 28, 1982, from James D. Shockey, et al, Partners, trading as Shockey Realty Company, a Virginia Partner- ship, said deed of correction being of record in the Office of the Clerk of the Circuit Court of Frederick County, Virginia in Deed Book 553 at Page 130. 1