The URL can be used to link to this page

Home My WebLink About78-05 Winchester Harley David - Storage Building - Shawnee - Backfilejr Engineers and Environmental Consultants Aiim"POTESTAf -1 508 Front Royal Pike, Winchester, Virginia 22602 - (540) 450-0180; www.potesta.com February 2, 2006 Ms. Candice E. Perkins, Planner II County of Frederick Department of Planning and Development 107 North Kent Street, Suite 202 Winchester, Virginia 22601-5000 RE: Minor Field Revisions — Harley Davidson Storage Building, SP#78-05 POTESTA Project No. 0103-05-0532-000 Dear Ms. Perkins: Attached please find a revised Site Plan (22" x 34") sheet with the proposed minor field revisions to the approved Site Plan #SP-78-05. The minor field revisions are: Moved fire hydrant from 14+34.22 STA to 14+94.22 STA. This new location is still within 300 feet of all portions of the structure. 2. Changed radius of entrance to 50 feet to allow for semi -trailer exit from loading area. The drainage from proposed site shall not be affected. 3. Extension of existing drainage culvert. 4. Corrected control point. Also attached is a letter size copy of the subject site, from the approved site plan, showing the original proposed locations. Thank you for your cooperation in this matter. Sincerely, POTESTA & ASSOCIATES, INC. K. Joe Knechtel, P.E. Staff Engineer KJK/mlw Attachments POTESTA & ASSOCIATES, INC. Charleston, West Virginia • Morgantown, West Virginia • Winchester, Virginia TAX 1 4-A-1,� CONTRPL POINT l \. LEV.-r682.66 'i0Tf:CTICJi� ' �•_ w d I 'd _ts J r WIDE 60' f i INV.� " ;� �``. ` DA ING AREA= i CuVERT a EL V.-678.0' / JJw :. ST5FS g N 'l J�TUI. ° 4800 SF Floor Arela 2. i 1 GRASS Storage Buiing w q [s ^ A o I o • FF=682.0 1 ROP, .:IRE : ' , Max, Bld Hei flat= 5' HYDRANTr } . ..r»I . 1 1z, 9 9 , o TAP BY -�v t FCSA ' "� "' ,y j z '!I+34.22 , `- PN v t 12, °o s OVERHEAD <. ,rDOOR a,Lp S ✓ a�' `c 50. s i �� 9t � � 9 � 41 WA HC Lp -•-•I.., �' ,.-•''" b�%2 g INMA iLsC� 74 41 a'� ri `�,�j fin. "'",�' �.^ g � � � • �r 1 'tL..9ar Y GEORGE GLAIZE JR. ZONEDs B2 TAX ID # - 64-A-159E.,i USEi VACANT lie 4 CONTROL POINT I593.33' IS28- i'9'1 Or,E,...,,, ? I............. N=5000.00 E=5000.00 f9 'T ELEV.=684.21' RIP -RAP --.-OUTLET LEC PROTECTI "STUB "' "_ EXTEND d -4' OUT-:�'; 50- -,U ERT I N L EC TT,,, -4 71 9 �4 C; 664 T IIIe IWIDE 60 ING AREA-P V.=678.01 STEPS WICURB Cp 4800 SF Floor Are IStorQge GRASS Building LO 1. Y7 FF=682.01 Max. Btdg. Height- 5* Ito )L z co -LOADING OVERHEAD f RAMP eo lip DOOR f -j682.0- I...... 4' WA_K 4 4PR FIR E i HY AN T, ARP& 6El'.5 681.51 A T A i'P FCS C i.10,x it I-i A IV > V D00000000C IZONED, a 35' II"02% ID # 64 B2 TAX' -A-159T FF ELEV=680.00' BLDG. HEIGHT - FLOOR AREA 33,000 SIF II'Y L , kf .9, !it ........ .. ............. IIt J I N, , AF P Ilk' X; III'y M'T V -Illy !�4 GEORGE GLAIZE JR. Isit I ZONED, B2 F 71� TAX ID # 64-A-159E USE, VACANT > I11 j. LLI IU- Z r I)`4 LJ f ,t Z r. Q tLLJ IIw R % IIe-) r I0 484.07' ISir Ilk S28' I 9'io I'y 2 5 1'�� I4.1;' 4 11*�P�w�,.- I �ej. ve. low U, U.S. ROUTE 50 MILLWOOD PIKE R/W VARIES Jr SIR" 1P. C ic A T I No. Date Revision 1. 11/10/05 FIRE HYDRANT TEXT ADJUSTMENT 2. 12/20/05 PER FREDERICK C13UNTY COMMENTS 3. 2/1/06 1 MINOR FIELD REVISIONS LEGEND SYMBOL DESCRIPTION EXISTING CONTOURS PROPOSED CONTOURS PROPOSED OVERHEAD LIGHTS PROPOSED DOWNSPOUTS PROPOSED WATERFLOW ARROW 0 PROPOSED HEADLIGHT SCREENING PROPOSED TREE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED 6' CURB & GUTTER COMINATION RADIUS OF FACE OF CURB HEAVY ASPHALT PAVEMENT NOTES: 1. The Potesta & Assoc, Inc, Site Plan shown hereon Is for a proposed 60'x80' Storage BuiLdIng and Its associated parking and access and is Located in the northwestern corner of the Harley Davidson property. Existing and proposed improvements are depicted by darkened tines, The reainder of the site Is taken from a Site Plan by Greenway Engineering Inc. Job No, 0518W dated January 30, 2004 and was approved by Frederick County, VA. 2. Exterior tightlng of proposed storage building will be placed to not cause glare onto adjoining roads & properties. 3. The Proposed Storage Building will not Incure additional employees, 4. All utILItes are -to be located underground. 5. HC parking shall be marked van accessible, 6. Building shatt comply with the Virginia Uniform Statewide Building Code and sections 311, S Storage of the International Building Code QBC)2003. Other Code that applies Is CABO A117.1-03 Accessible and Usabte Buildings and Facilities. (Can use 2000 Code Editions up to Nov. 16, 2006). 7. Design Professional licensed in Virginia shall seat the structural plans submitted for permit application and special inspection requirements of Chapter 17 of the IBC shall apply to this type of structure. GRAPHIC SCALE 0 30 MAPPING REFERENCE: BASE MAPPING WAS PREPARED BY POTESTA AND ASSOCIATES, INC, BASED ON SURVEYS COMPLETED OCTOBER 2005, EXCEPT AS STATED UNDER NOTE #1 ABOVE. 05-0532-01 le- No. TLA Drawn ime Checked KJK Approved 1 "=30' Scale: -FEB. 2006 Date: 05-0532-000 Project No. T11 ii iTh 0 CO 04 C, gx AdMbk I lc� od T� 0 0 LU >N 04 z UJ < :::F > OL 0 N .J < UJ J F- > CL w LIJ UJ 0 in CO z c UJ Z ou< Z >_ <>- < Lu F— _j -A LLJ -7 CL od :5 < 0 Od LAJ 0 LLJ — ad LU LU LU =Zn U Lill z ad LL 02 Drawing No. FIRE do RESCUE 1. Burning of land clearring debris requires a permit from the Fire Marshal. Burning cof construction debris on site is prohibited. 2. Access for emergenciy vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging or construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. E LANE SPECIFICATIONIS 1. Fire lanes shall be on all plans or drawings, If applicable. 2. Fire lanes are to be a minimum width of 18 feet. 3. Fire lanes shall be diesignated in either of the following ways: A. Double yellow, six (;6) inch lines shall be used to mark pared areas. B. Painting of curbing yellow. C. By painting of yelloow hatch marks of six (6) inches in width with no more thorn ten (10) inches between hatches on the entire area being daslgnafed as a fire lone. 4. Signs shall be twelves 12 b eighteen 18 inches with a 9 ( ) y 9 ( ) white background, with red two (2) inch block letters with the wording "NO PARKINIG FIRE LANE Authority of Fire Chief". Any other color combinc3tion or wording needs to be approved by the Fire Chief. 5. Signs shall be postecd on all corners of the fire lone, and then no further than fifity (50) feet apart along the remaining length of fire lane areal. Signs shall be a minimum height of seven (7) feet to fhe bottom of the sign and a maximum height to the top of siign shall be nine (9) feet. Any other height needs to be appiroved by the Fire Chief. 6. Any existing markings which will be within the fire lone area after their establiishment shall be removed so as not to create confusion. 7. The fire lane shall ble maintained on a regular basis to insure these lanes can 'be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed inecessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local law enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. AIRPORT NOTES 1. All outdoor lighting will be of amber color of the shielded e to minimize ossibile light pollution on aircraft entering type p 9 P 9 the pattern of runway 352. 2. Controlled burning miust be coordinated with Airport staff no less than twenty-four hours prior to start. 3. All cranes will be required to have an aviation obstruction flag and/or obstruction light visible during operations and must be lowered at night unless lit. Intended hours and dates of operation must be coordinated with Airport staff no less than twenty-four hours prior to start. I PROJECT INFORMATION PROPERTY IDENTIFICATION NO.:64-A-159T SITE LOCATION: WEST VIEW BUSINESS CENTER STREET ADDRESS: 140 INDEPENDENCE DR., WINCHESTER, VA 22602 PROPERTY AREA: 6.2858 AC. DISTURBED AREA: 0.7464 AC./32,514 sf CURRENT ZONING: B-2 CURRENT USE: MOTORCYCLE SALES/SERVICE PROPOSED USE: MOTORCYCLE SALES/SERVICE APPROVED SITE PLAN: Winchester Harley Davidson by Greenway Engineering Job40518w Frederick Co. Planning Dept. Site Plan #07-04 MAX. BUILDING HEIGHT: 35' OR LESS ENVIRONMENTAL FEATURES: NONE LOCATED ON PROPERTY Site Calculations Required Provided Floor Area to Lot Ratio (FAR) Floor Area Existing 37,081 SF Proposed 4,800 SF Total 41,881 SF Total Property Area 273,809 SF FAR = Total floor Area/ Total Property Area 1.0 max 0.15 Parking Spaces Existing 95 95 Proposed (Storage Building) NA 10 Existing Handicapped 4 4 Proposed Handicapped (Storage Building) 1 1 Existing Loading 2 2 Proposed Loading (Storage Building) 1 2 Total 103 114 Parking Landscaping (Parking area=10,300SF of n(ew pavement area with 10 spaces) Perimeter Shade Tree/2000SF 6 6 1 Interior Tree/l0 spaces 2 2 Landscaping Impervious Existing 122,000) SF Proposed 14,800) SF Total 136,800 SF Landscaped 137,009) SF 15% 50% Woods Disturbed 0) SF Total Property Area 273,809, SF 2!M POWERALLEGHENY P.O. BOX 1458 HAGERSTOWN, MD 21741 1-800-654-3317 WATERISEWE FREDERICK • SANITATION BOX 1877 WINCHESTER, VA 22601 • •• 4 �rM.rr,sr:"�s,.:. ,`9 r .SYvh:'D'uu '7 ;•-;; ... � ,.,,_' ... .v-: .-:r.a s: -.. .. �Q". f,. I doh a e ,.i w Mr liC ! . rc r +� F �r :z R , , A, + +► P.O.VERIZON BOX BALTIMORE, , 212 r GAS SHENANDOAH GAS P.O. BOX 2400 WINCHESTER, VA 22604 (540)869 -1111 RESPONSIBLE i* .- - -k .,ING O ' I k m LAND D DISTURBING ACTIVIT Y AS SET FORTH IN �A FREDERICK COUNTY HIGHWAY MAP SCALE: I " = 2, 000' , jj�! jl)111111111 APPROVAL FREDERICK COUNTY SANITATION AUTHORIT 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com. 2. The wafer and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for Inspection by, the Authority. 5. When an existing water main is topped for the Installation of a new line: a) The Authority shall furnish all labor and material. b) The developer/contractor must: I. make application and pay deposit ii. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2' in size. It is the developer's /contractors responsibility to have the meter box assembly Installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be property aligned with the copper setter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the copper setter shall be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. d) For all 1 !4" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. ill Install e) The Authority w n all oil sewer laterals. 10. Any water service line must have a backflow prevention PZ as required.) assembly (double check valve or R q ) The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required.) The assembly shall meet ASSE standards No. 1048 or 1047. Radio read remotes are required. ��•BA•A WINCHESTER, VA 60 (540) 662-4468 DEVELOPMENTERVIN 02 O 1830 PLAZA DRIVE WINCHESTER, •, 0 • • 9 Potesta & Associates, Inc. ENGINEERS AND ENVIRONMENTAL CONSULTANTS 508 F'Tont Ro-yet Pike, W1nchesteT, V1,Tg1nia, 22602 TEL: (540) 450-0180 FAX: (540) 450-0182 E-Ma1.t Ad.dTess: potesta®potesta corn, �®• -, J.KNECHTEL No. 32960 Kevin J. Knechtel, P.E. Date 05-0532-00 CAD File No. TLA Drawn KJK Checked JMB Approved N/A Scale: Nov. 1, 2005 Date: 05-0532 U m U1 C00 0 pCQ im d to y v Z � o 0 N M w 1 F o ag, �w waw z ®H zLa w Drawinq No. ---------- ........... GEORGE GLAIZE JR. ZONED, B2 TAX ID # 64 159E '14* USE, VACANT III5 S28*19'10"E I,�4 IIELE6. > IS TUB IIOUT IIIP—RAP,, IIIIIIIII?"a 2 4 II2 tf....... .. . 4 EX. IIIIitVERT IIINV I T, tN IIIIIIIIIN� I0 itFKUr.:' IIZ�' HYDRAN IIN T IILLAR� itW/ BE TAP BY I+3422 IFCSA II, V, N IIIIIIIItL E Cn IIIiIIIC4, IIIIrj ,7A II(K IIItIII .... ..... . . ZONED: B2 ITAX ID # 64-A-159T IIFF ELEV=680.00' BLDG. HEIGHT II35' IFLOOR AREA 33,00 IIIII0 SF14 f-' I F-1 �,T ti9 I Ilk 11 IIIIIIttII tI A ItI< IIN, IIIIIitIIIA IIIIIItIIIIIIIILa > III R , "I IIIIU LAJ Z IX CL II-,0 U N T IIz LAJ Lj IIIIC3 CL ILd LiUH IIIz I T E ,S 2 II------------ - . ... ... ....... .... IS28-19 I484.07 II. I . . . . . . . . . IINEW IIIIII676 U.S. ROUTE 50 MILLWOOD PIKE POSTED SPEED 55 MPH R/W VARIES I CONTROL POINT N-5289.40 E-5000.00 ELEV.-682.66' 684 60' WIDE b3A ING AREA—P ELE V.=678.0' STEPS C4 URB Im 4800 SF F or Ar GRASS, Storiage Ult L" 0 FF=68 Max. Btdg. Height=151 0 q* IIto CD OD LOADING 12, OVERHEAD RAMP DOOR IIIII-------- -------- -- ......... Upjq rS REQUIREMENTS r I No. Date Revision 1. 11/10/05 FIRE HYDRANT TEXT ADJUSTMENT 2. 12/20/05 PER FREDERICK COUNTY COMMENTS LECEND SYMBOL DESCRIPTION EXISTING CONTOURS PROPOSED CONTOURS PROPOSED OVERHEAD LIGHTS PROPOSED DOWNSPOUTS PROPOSED WATER FLOW ARROW 0 PROPOSED HEADLIGHT SCREENING PROPOSED TREE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT G;== PROPOSED 6' CURB & GUTTER COMINATION 152 RADIUS OF FACE OF CURB ' = j HEAVY ASPHALT PAVEMENT NOTESs 1. The Potesta & Assoc. Inc. Site Plan shown hereon is for a proposed 60'x8O' Storage Building and Its associated parking and access and is Located In the northwestern corner of the Harley Davidson property. Existing and proposed Improvements are depicted by darkened tines, The remainder of the site Is taken f rom a Site Plan by Greenway Engineering Inc. Job No. 0518W dated January 30, 2004 and was approved by Frederick County, VA. 2. Exterior lighting of proposed storage building will be placed to not cause glare onto adjoining roads & properties. 3. The Proposed Storage Building witi, not Incure additional employees. 4. All utiLites are to be Located underground, 5. HC parking shalt be marked van accessible. 6. Building shall comply with the Virginia Unif arm Statewide Building Code and sections 311, S Storage of the International Building Code QBC)2003. Other Code that applies Is CABO A117.1-03 Accessilote and Usable Buildings and Facilities. (Can use 2000 Code Editions up to Nov. 16, 2006). 7. Design Prof essionat, Licensed in Virginia shall seat the structural plans submitted for permit application and special Inspection requirements of Chapter 17 of the IBC shaLL apply to this type of struct 0 K�iE`Vll J. KNECHTEL It No.092969 0 GRAPHIC SCALE ;4 30 15 0 30 60 MAPPING REFERENCE: BASE MAPPING WAS PREPARED BY POTESTA AND ASSOCIATES, INC. BASED ON SURVEYS COMPLETED OCTOBER 2005, EXCEPT AS STATED UNDER NOTE *1 ABOVE. 05-0532 CAD File No. TLA Drawn JMB Checked KJK Approved 1 "=30' Scale: Nov. 2, 2005 Date: Cq CQ U, 0 b U 0 a; 00 LZ C, U, a— :;d� z lc� od viiiiiiiiiiii' 0 0 Lu W > C4 Yd C4 z Lu :* < > CL 0 Noe .J < ui Li J > CL. V) Li LU 0 = CMU 00 z z od c LU Z 0 z > I> Z>..<>- Lu Iiiii- -i LLJ z CL ev Iiiii— 5 LU Eno LU Iiii,— LU ek Cl) LLj LU LLj =Z0 0 �:: Lu Z ad 02 Drawing No. 4 EROSION AND SEDIMENT CONTROL PLANS Project Description Preparations for the construction of the proposed project will include the rough grading of approximately 34,000 SF of unimproved land. Existing Site Conditions The construction area is; recently graded lawn located in the Northwest corner of recently improved site. The site drains toward the northeast, east, & southeast with slopes of 5-20%. According to the soil survey of Frederick County, VA the site drainage arcea contain soil types Cleo rbrook—Channery silt loam (9c). The soil hydrologic classification for Clearbrook soils is "D". Adjacent Areas The site is bordered on the northeast by Route 50 Independence Drive on the southeast. Vacant parcels border the site on the northeast & southeast. Critical Areas The critical areas on thle site consist of the culvert inlet near where the proposed construction entrance will be located. A silt fence culiverl inlet protection will be used. Also, a perimeter drop inlet near the southeast corner of the disturbed area. A gravell & wire mesh curb inlet sediment filter will be used at this location!. Other critical areas are the perimeter of the disturbed area where less steep slopes drain away from the site. Sediment fencing will be used as a control In these alreas. Erosion and Sediment Clontrol Measures Wire reinforced silt fence will be installed in selected location down slope from the disturbed areas as a first measure of construction. Silt feinces shall be inspected after each rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately on —half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform to the existing grade and stabiilized. A gravel curb inlet sedhment filter shall be place at curb inlet. The structure shall be inspected after each rain event & repairs made as needded. Sediment shall be removed & the filter restored to its original dimensions when sediment has accumulated to ones half the design depth of the trap. Removed sediment shall be deposited in a suitable area in such a manner that it swill not erode. The structure shall be rmoved and the area stabilized when the remaining drainage area has been properly stabilized. A stone combination check dam culvert inlet protection will be constructed at the inlet of the 36 culvert located south of the proposed entrance. This structure shall be inspected after each rain event and repairs made as needed. Aggregate shall be replaced or cleaned when inspection reveals that clogged voids are causing ponding problems which interfere with on —site construction. Sediment shall be removed and the impoundment restored to its original dimensions when sediment has accumulated to one—half the design depth. Removed sediment shall be deposited in a suitable area and in sutch a manner that it will not erode and cause sedimentation problems. Temporary structures shall be removed when they have served their useful purpose, but not before the upslope area has been permanently stabilized. Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spreadl and rolled to a minimum depth of 6—inch or as called for on the plans. Topsoil shall not be placed while in a frozen or wet condition. Temporary seeding in acccordance with the E&S Standard and specifications 3.31 will be applied in all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporary seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per area of German Millet. All temporary seeding areas will be mulched in accordance with the schedule Included herein. All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is December 2005 through February 2006. All seeded areas will bei mulched in accordance with the schedule included on the construction plans. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent Stabilization shall be applied to areais that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be :stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection ancd permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. Tfhe contractor shall establish vegetation on all areas not otherwise stabilized according to the following specifications: Seedbed Preparation a. Scarify top 1—inch to 2—inch of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agriculture limestone (140lb/1000sf). SEED TYPE RATE/MIN. PURITY (%) MIN.GERM. (%) Tall Fescue 60 Ib/ac. 97 85 Red Clover 8 Ib./ac. 95 65 Ladino Clover 8 Ib1./ac. 95 65 Nurse Grass — (Season Dependent) Sept. 1 — Feb. 15: Annual Ryegrass 12 Ib./ac. 98 85 Winter Rye 12 Ib./ac. 98 85 May 1 — Aug. 31: German Millet 12 Ib►./ac. 98 85 or Feb. 16 — Apr. 3: Annual Ryegrass 12 Ib./ac. 98 85 Mulch 1.5 ton/ac. small grain straw Fertilizer 1000 Ib./ac. 10 — 10 — 10 Temporary Seeding Sept. 1 — Feb. 15: Annual Ryegrass 50 Ib./ac. 98 85 Winter Rye 50 lb./arc. 98 85 May 1 — Aug. 31: German Millet 50 Ib1./ac. 98 85 IpeJrynC��lyk pt wow �� GUY Lihm � WMJG TREE u%&P uTw bv% aY@RLAP PLAGGIN6 TAM M EAAGN Oft 9' DCUBLL' 6l'MDDED t'lA t1ULC4A/b" 6AUCEI t PLACL' T016 V6 OF ROOT ALL Atk7M FIN1844 ORADB 3 5TAKE6 6ACKfrILL I400TDALL_PtEH0•1' TOP V3 OP MORLA V" AND arT PhPPtr AtJO/OK Mori 7VL Wife t kA6KCT rMOM GALL LkIr MY C 1'rACTIM) 60TTLIN3 MaM B ,,, y c _0 J E V NOTES: 1. THIS rrE3A NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF COST IN PLACE. A000 PSI IF PRECAST. ]. COMBMAAON CURB R GUTTER WAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BUTP ID FOR As RADIAL COMBMITON CURB & 4. FOR. USE YNTM STASIUZED OPfN-GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB AND GUTTER 11 BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO TN[ OEM OF THE PAYEMENT. !tit 0. THIS CUURRN 13 TO BE USED WHEN DM*kk SPEED ID APN ORLfBII IN tlLVL'LOPCDRBAkA AN BUBURBAk ARCS. Ir TMEM DESIGN APEELIS Af" EXCEEDED BTANDARO CO-? IS REQUIRED. Tlr boltcn+ a VIe a+b as T— �,ueMr n,vr a ean.auel.0 •. I 2•_.D• Puo!•1 m IM Nep, of bb�. eP4.r... pMQ•d o mMbn�m 4•PD. or T >. ' COMBINATION 6" CURB & GUTTER 101 502 VIRGINIA DEPARTMENT OF TRANSPORTATION M ti All L�f A STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING PAVEMENT 5:1 FILTER CLOTH— 6" MIN.) I - MOUNTABLE BERM q (OPTIONAL) SIDE ELEVATION STING GROUND 70' ulw. B WASHRACK411. , PT 'ITCOPTIONAD IONAD t2' MIN ING MENT VDOT MI � POSITIVE DR. I COURSE AGGREGATE TO SEDIMENTTRAPPING DE MUST EXTEND FULL WIDTH OF OPERATION AND EGRESS PLAN VIEW 12' LON. REI concrete thnnt block SECTION A —A uRnirY arn�t SECTION B--B 6' da scflsM 60 tbsl Nell. L c��No dirocllon of ssttkV to be opprovW prow to kmt*06on r min. pod t -6* w, x 6' dow ONSITE TiFICAL PAVEMENT SECTION NOT TO SCALE PAVEMENT DESIGN BASED ON A SUBGRADE GBR DESIGN VALUE OF 6. SOIL TEST THE SUBGRADE MST SUBMITTED FOR ACTUAL DETERMINATION OF REGIUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTIBECT ON51TE TYFICAL FAVEMENT SECTION NOT TO SCALE HEAVY PAVEMENT SECTION 211-SM-S-5A SURFACE COURSE :.,:'•.: �+.'L' 411-BM-250 BASE COURSE a"-5U58ASE vDOT STD. GR-21A COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOIS?URE CONTENT VOOT VIM -I METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE GBR DESIGN VALUE OF 16. SOIL TEST OF Tr-- W5GIRADE MUST &SMIrtED FOR ACTUAL DETERMINATION OF REWIRED PAVEMENT SECTION TWICKNE86 PRIOR TO CONSTRUCTION. l�vrtrbECT GRAVEL CURB INLET SEDIMENT FIL TER ---------- GRAVEL FILTER RUNOFF WATER WIRE MESM FILTERED WATER SEDIMENT —� CONCRETE GUTTER CURB INLET SPECIFIC APPLICATION IT THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. " GRAVEL SHALL BE VDOT #3, 0357 OR 5 COARSE AGGREGATE, OPTIONAL STONE COMBINATION" FLOW VDOT #3, #357 OR #5 COARSE 70 REPLACE SILT FENCE IN HGr Scan x Tvrttly HIGH VELOCITY OF FLOW IS EXPECTED I RIPRAP Date 10' MAX. C/C 48" MIN. FENCE POSTS, DRIVEN MIN. 14" INTO GROUND �\-(0 FOR, PERSPECTIVE VIEW WOVEN WIRE FENCE (14 GA. MIN., MAX. 6" MESH SPACING) WITH FILTER CLOTH OVER FLOW EMBED FILTER CLOTH MIN. 4" INTO GROUND Revision WOVEN WIRE FENCE (MIN. 14 GA., MAX. 6" MESH SPACING) 48" MIN. FENCE POST tD z UNDISTURBED cV GROUND N IZ I SE-CTION NOTES: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO 'WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. CHECK AFTER EACH STORM AND REMOVE SEDIMENT. 5. POSTS SHALL BE CONSTRUCTED OF STEEL (EITHER "T" OR "U" TYPE) OR 2" HARDWOOD. 6. WIRE MESH IS NOT REQUIRED FOR PREFABRICATED FENCING WHICH INCLUDES AN INTERNAL REINFORCING MESH. SILT FENCE DETAIL N.T.S. 4" CONC. SIDEWALK 3000 PSI ® 28 DAYS APPROVED SUBGRADE OR NOTES: 6" COMPACTED GRADE 1. REFER TO VDOT SPECIFICATIONS FOR MATERIALS AGGREGATE SUB —BASE AND METHODS OF CONSTRUCTION. 2. CONSTRUCT 1 /4" CONTRACTION JOINTS AT 4' INTERVALS. 3. CONSTRUCT 1/2" EXPANSION JOINTS AT 40' INTERVALS. AT RAMPS, DRIVEWAYS, LEADWALKS, CURBS, POLES OR ANY OTHER PERMANENT STRUCTURE. TYPICAL SIDEWALK SECTION N.T.S. 24' SLOPE 1 4"/FT. SLOPE 1/4"/FT. -` �6" GRADE 1 SUBBASE AGGREGATE \_COMPACTED SUBASE TYPICAL ROAD SECTION "ACCESS ROAD" N.T.S. SECTION INCLUDES 24' OF PAVEMENT REQUIREMENT. REFER TO TYPICAL BITUMINOUS PAVEMENT SECTION FOR DETAIL. 05-0532—D1 CAD File No. TLA Drawn______ JM8 Checked KJK Approved I`v a _ _... A a.,._ W... Scale: Nov. 2, 2005 —� Dates 05 -0 32 Y�Project No. �l, I v GO 0 � d l o � v to %! o P CO i r: d LO ;P x 'P aco W I 7, F, Ln it 4 . it > •1. b W ' , a �. L"� W a� U J M " j bI t rar4 LLat mo I' - -. q�q FEFE,,.. $,T riaiAW I (D r-• 04 Drawing No. ,1 ` 11; P N d 1. Burning of laind clearing debris requires a permit from the Fire Marshal. Buurning of construction debris on site is prohibited. 2. Access for ennergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must Ibe posted as construction begins. Parked vehicles and staging or construction materials are prohibited within 20' of firer hydrants. Fire Hydrants are not to be obstructed of only time. IRE LANE SPECIFICATIONS 1. Fire lanes shcyll be on all plans or drawings, if applicable. 2. Fire lanes are to be a minimum width of 18 feet. 3. Fire lanes shc3ll be designated in either of the following ways: A. Double yellowy, six (6) inch lines shall be used to mark pared areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no m1ore than ten (10) inches between hatches on the entire are designated as a fire lone. a being g e si g 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording "NO PARKING FIRE LANE Authority of Fire Chief". Any other color icombination or wording needs to be approved by the Fire Chiefs. 5. Signs shall be posted on all corners of the fire lane, and then no further 'than fifty (50) feet apart along the remaining length of fire lame area. Signs shall be a minimum height of seven (7) feeit to the bottom of the sign and a maximum height to the tcsp of sign shall be nine (9) feet. Any other height needs to Ibe approved by the Fire Chief. 6. Any existing rnarkings which will be within the fire lane area after their establishment shall be removed so as not to create confusion.. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local law enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsaewhere on site may be required as construction develops. AIRPORT NOTES 1. All outdoor lighting will be of amber color of the shielded e to minimize possible light pollution on aircraft entering type P g P. 9 the pattern of runway 32. 2. Controlled burning must be coordinated with Airport staff no less than twenty-four hours prior to start. 3. All cranes willl be required to have an aviation obstruction flag and/or obstruction light visible during operations and must be lowered at night unless lit. Intended hours and dates of operation must be coordinated with Airport staff no less than twenty-four hours prior to start. I PROJECT wORMATION PROPERTY IDENTIFICATION NO.:64-A-159T SITE LOCATION: WEST VIEW BUSINESS CENTER STREET ADDRESS: 140 INDEPENDENCE DR., WINCHESTER, VA 22602 PROPERTY AREA: 6.2858 AC. DISTURBED AREA: 0.7464 AC./32,514 sf CURRENT ZONING: B-2 CURRENT USE: MOTORCYCLE SALES/SERVICE PROPOSED USE: MOTORCYCLE SALES/SERVICE APPROVED SITE PLAN: Winchester Harley Davidson by Greenway Engineering Job#0518w Frederick Co. Planning Dept. Site Plan #07-04 MAX. BUILDING HEIGHT: 35ORLESS ENVIRONMENTAL FEATURES: NONE LOCATED ON PROPERTY Site Calculations Required Provided Floor Area to Lot Ratio (FAR) Floor Area Existing 37,081 SF Proposed 4,800 SF Total 41,881 SF Total Property Area. 273,809 SF FAR = Total floor An -ea/ Total Property Area 1.0 max 0.15 Parking Spaces Existing 95 95 Proposed (Storage B3uilding) NA 10 Existing Handicappcud 4 4 Proposed Handicapped (Storage Building) 1 1 Existing Loading 2 2 Proposed Loading (Storage Building) 1 2 Total 103 114 Parking Landscapimg (Parking area = 10,300SF of new pavement area with 10 spaces) Perimeter Shade Trece/2000SF 6 6 1 Interior Tree/10 spiaces 2 2 Landscaping Impervious Existing 122,000 SF Proposed 14,800 SF Total 136,800 SF Landscaped 137,009 SF 15% 50% Woods Disturbed 0 SF Total Property Area 273.909 SF POWER ALLEGHENY POWER P.O. BOX 1458 HAGERSTOWN, MD 21741 1-800-654-3317 ,_ .. FREDERICK COUNTY SANITATION•. P.O. BOX 1877 WINCHESTER, VA .c r' . - NO A9 i - .,y ,aa, r 3 t i b � w 9e 4- ks:. 06- .., fin. ,:d.�•' 4� h, �?.= ;.+,�N s- .l�.4 #w.A °�,. �� 4�Yc.$ F �.v-,: ,..: '.n �r i.,Y � ,. :.a, ., ,,, . .c. .. n. N,. :^.w, . } '�: k sss+ .W r„ .w..:, ,♦ �H w •.1 . tt,,.. „V,,._az:1 Y .'.. , , A !r,!4 Rttiu4':.(^ ,.,,. � -,; ;.�1 .¢'.,. A ...., rtr �.,, V.# � .,: �'" 'K• r% ., i' A:': rrp�. '..➢: I&;7 '.ye4� .a:C" 4. ...,.. r 'F k. .. , . , a. iT t ' -• t , .. .,�, t e n : i.: m..{ :, r _a �.^' Y '',rs`« a.,�• t : .q ONz. i e , o HO VERIZON P.O. BOX 17398 BALTIMORE,1. 212 (301)954-6282 GAS SHENANDOAH GAS P.O. BOX 2400 WINCHESTER, VA 22604 (540)869-1111 Ae& AS SE"Er-F11' y FORTH y IAn y w ti , k: d', �rdv�#Exrdfiy�R WN r7wFd o 0 HAR AVIQS®N ®F �I/INCHESTER Rang6E C1 1 F' Y ®' Pp, FREDERICK COUNTY HIGHWAYMAP SCALE: I " = 2, 000' ` �� y APPROVALxs .. , . DERICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The developer/contractor must: i. make application and pay deposit ii. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and Install all water meters through 2' in size. It is the developer's /contractor's responsibility to have the meter box assembly Installed correctly. Before a permanent meter is installed: a) The meter box, with Its frame and cover, must be property aligned with the copper setter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the copper setter shall be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. d) For all 1 !4" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required.) The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required.) The assembly shall meet ASSE standards No. 1048 or 1047. Radio read remotes are required. BARB, -RA GROVE WINCHESTER, VA 22601 662-4468 ERVIN f • ,. • . • I' 1831 DRIVE WINCHESTER, VA 22601 ;' 0 9 9 J:Q' I►.[r Potesta & As cite , Inc. ENGINEERS AND ENVIRONMENTAL CONSULTANTS 508 Front Ro-y t Pike, Wt,�n,chester, Virgt mio, 22602 TEL: (540) 450-0180 FAX: (540) 450-0182 E-M%, t Address: poteste0potesta,.covn. KMEVIN .1. KNECWEL No.03n A. t'? Kevin J. echt el , P.E. Date CAD File No. TLA Drawn KJK Checked JMB Approved N/A Scale: Nov. 1, 2005 Date: 05-0532 Proiect No. IIIGEORGE GLAIZE JR. ZONED, B2 TAX ID # - 64-A-159E USE, VACANT I. . ........ S28' 1 ....................... . . 77 I....... . ... IIIILE . ..... .... s IIOUT I2 6 I'RIP-RAP I.. ......... "�'OUTLET IIPROTECTIOW,- 16 II. ... ..... . IIIIIIIF 7rr II......... . IV -Ili, INV. I -RT T IIIIIIAV' I..... ....... tIIP. FIR HYDRA W/ IINI ITAP BY IFCSA OK k 4+34.22 IIIV IIeA I0, IIIIIIIIII ICONTROL POINT N-5289.40 E-5000.00 ELEV.-682.66' I6P4 WIDE 60# "LOA ING AIREA2!�> ELEV.=678.01 -1 STEPS 04 URB IIC T 4800 SIF FILoor Arefo. GRASS StorQge BuitcOng W P 80 FF=682.0' Max. Btdg. Height=35' z 12, LOADING RAMP OVERHEAD IDOOR ��Q2.01 WALK ' F` .7 .7 f*L 0 IN" IIIIIIIIA 9 -A IIIIIII,Ilk IZONED, B2 TAX ID # 64- 7159T -A IIII I I FF ELEV4_M80 IIBLDG. HEIGHT -t. SF'�,` IIIIIIIII. . .. . ...... I Iire IIN IIIAII< go IIIII> IIIIIIIIIIIIIEX, I7 I. .. ... ov Ile\ 7 IIILLJ 4 a,\ LA I2, > II< it 'It IIIIIIIIIis ai U z cm IILLI ....... .... . IZ AW Ia- Ld 't z IIIE L I10-P ......... .. ... . IS2801 9'1 Owk� III1 U 1 CQ,rN0W1;-W`T NEU! II. ... . ..... . U.S. ROUTE 50 MILLWOOD PIKE R/W VARIES IIM I L LU I I IT, No. Date Revision 1. 11/10/05 FIRE HYDRANT TEXT ADJUSTMENT 2. 12/20/05 PER FREDERICK COUNTY COMMENTS LECEND SYMBOL DESCRIPTION EXISTING CONTOURS PROPOSED CONTOURS PROPOSED OVERHEAD LIGHTS PROPOSED DOWNSPOUTS PROPOSED WATER FLOW ARROW 0 PROPOSED HEADLIGHT SCREENING PROPOSED TREE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED 6' CURB & GUTTER COMINATION RADIUS OF FACE OF CURB HEAVY ASPHALT PAVEMENT NOTES, I1. The Potesta & Assoc. Inc. Site Plan shown hereon is for a proposed 60'x8O' Storage Building and Its associated parking and access and is Located In the northwestern corner of the Harley Davidson property. Existing and proposed Improvements are depicted by darkened tines. The remainder of the site Is taken f rom a Site Plan by rV Greenway Engineering Inc. Job No. 0518W dated January 30, 2004 ,7 CV and was approved by Frederick County, VA. 79 2. Exterior Lighting of proposed storage building will be placed to not cause glare onto adjoining roads & properties. GEORGE GLAIZE JR. ZONED, B2 3. The Proposed Storage Building will not Incure additional employees. 64-A-159E TAX ID # USEo VACANT 4. ALL utitites are to be located underground. 5. HC parking shatt be marked van accessible. 6. Building shall comply with the Virginia Uniform Statewide Building Code and sections 311, S Storage of the International Building Code QBC)2003. Other Code that applies Is CABO A117.1-03 Accessilote and Usable Buildings and Facilities. (Can use 2000 Code Editions up to Nov. 16, 2006). 7. Design Prof essional. Licensed in Virginia shalt seat the structural plans submitted f or permit application and special Inspection requirements of Chapter 17 of the IBC shaLL apply to this type of st 6 V1 J. NECIATEL INO-032960 GRAPHIC SCALE 30 15 0 30 I SPACES A R C H I T CT'S CLSSIFICA): N E D E, V, 4, MAPPING REFERENCE: BASE MAPPING WAS PREPARED BY POTESTA AND ASSOCIATES, INC. BASED ON SURVEYS COMPLETED OCTOBER 2005, EXCEPT AS STATED UNDER NOTE *1 ABOVE. >; I '` I No Date Revision CAD File No. ,r w., ;.. °" ��Li DroLwn h i' ZONED s JMB GEORGE GLAIZE JR. �;'ir,) , D 11, " ° «.,,.,, ,*e Checked �, ZONED, B2 TAX ID # - 64-A-159E ",yr< A i:4G €,,,,, ,, KJK ,r' E USE= VACANT ".,r «. .,.... „ ,... Approved » / .,,,.. Er 1 30 ,:! „ ,. "< i ,, „ ......,:... 7 93 33'., S28' 1 I OBE.,,:,, 5 y Scale EROSION b SEDIMENT CONTROL LEGEND SYMBOL DESCRIPTION ® DR❑P INLET PR❑TECTI❑N ® C❑NSTRUCTION ENTRANCE CULVERT INLET PR❑TECTI❑N SF SF SILT FENCE Nov. 2, 2005 Date: 05-0532 Pro'ect No. J a- w4 N l� W N -- NM a�1Ro9 ,: " i^ 3 1 d �� :: �� I 1 , _ � ,_ _ 7 7 7 : 77 � � " , - � , , . _ 1 i# „« k w ., / . :5 ,:. ,fail* ', {� .r° " E, r a #"r � x I I{ far. i ! ' h , I G ,b fir, wr � w, ,. , �,, I t _' I t k t, n � 1rrr 'rn 01' }fir N h 3 w o k i A C • �o I' f'd k .; v, ' .� t :,, "., r ,,e '.._., , s ' ;, I5 I €" 5. , i G *. 3Br �' a ,A, 5 a4to ;-1 1 .4 r k i ki K.p l S y 4 " P ,:w � ., i § N E� { ,dd ,%'v,G, i,rx., at£ Ea , ,.: i�I1 I1�� I�II: I1-1.,i��i�l"A:I:1�1�-I","1 "I,�1l" "11 ,", %( " , — , i,,- , Lil "1 s —, s "a S� . a r. ,�„„ ��, �:"". 16 WIDE o «"."..., s �...M,, M..,,,«.,^ o ,�, a ra I � e , mo t''.. EX. ,, LOADING AREA— v INV ELEV 678 0' i Q g , . 7 � . Z" , ' l = _ = _I 2, _._ ,x, _ .-,)--" , = - I ", W I— . , «"I „ , , ,,��« �,.«.«. a ., ".gd ,� a�.�.., C VERT I p$y .m. ,�G,,,, .,,,r,.aa�., ««,.. y� .Y,_ eroe'rawxv. y.,,", r { wu rE w{„u, { & �w � �wr w ST S ,a„ � .a�a .. T r� «.x...�a, ,�>, a ,., . ..,,: ' \ �� II D #'c.P'a . i z i / , ,daa ✓t \ yw. y ?ne 71 „ URB ..,w a { , ; m :" 4 ( > I. X I" . ,,, , \ > � , .� 4800 SF Floor AreIlII .. r W t r it S oaeBudi 1 a # 9 a .. I I � .��.1:�,,. � ,, t�*'� � ",-I ._ I . � .� ,� � i,k� 1_", �",L ,I" '�-,I ,, 1�1,,"1�1�6�1:.", 1I �"l,l,�I1—'\I I 1-I�I . I� -I \1 �,�l," I:. : :.l \,-- . .,�� , - � _ _, _ , ,_, br i a a ,, w > FF-682.0 •,: x yar, , mr l' N fin. ti, 3 , j¢ J ¢ p °q a,,, r PROP. FIRE e € Max. Bld Heightc d r,. :'� i AI �� a LANDSCAPING LEGEND SYMBOL ABB BOTWKAL NAME COMMON NAME SIZE TY. CANOPY COVERAGE USE R rubrur� Red Ma le 2- .5 ,f, Ar ACE 2 5 250 s 2,250 s,f, Parkin P BGH Illex x rneserveae Blue Holly 3' Ht 15 Parking r d Tl W .2 V, m 7� � vl t G€+ p of o 0 �, w I m (� F �V ^j O ve a ,J in a o d L�_Ll_(1��l1,_I4� i11� 1,,�V ,,",,T,"""__,1"� ,1"�'1)_l14\,"",,,�: -l...\l",!., .i ."-.. 1 \ ' : :: '' 0 4"`� - ."'s "' , , HYDRANT t 1... c �' a X R ` ;n ,� W/ BOLLARDS ^�^,, W I ? .n ? '„ J £ Z W F W TAP BY w ,, FCSA 1, OADING co W t, < Y' ?. ' 6 12 .,,",M w w 14+34.22 Q L7 o ff OVERHEAD RAMP ,o 10 x6 TEE ^ z �" DOOR LA NDSCAPING NOTES � .; w w \. 1-6 G.V. ,°' ,, t. rF' r'b'' t {:, , r,' r,,� I, E , °' Y x a\ i' 682.0 4 pp "uA . � ",, , t, "` E 1. Topsoil shall be fertile friable natural topsoil of a loam character without w \ i r ^bE « •' admixture of cla hardpanmulch marl shell or fine sand and capable of ,, �, 3 Y7 P 1 1 1 7 p s' „ It h If >F s �, sustainin vigorous lant rowth. s a be free of stones lum s I t b plans or i �'" � 9 9 P 9 P P moo, , ,.'. � ,,< ,: a „ " b�„ t 3, w their roots or seeds, sticks and other extraneous matter and shall contain no ,,, � ,,, /' '" �I \ � ,G k substance or material inhibitory to plant growth. yam,,,., r ry P 9 "y "-, ll� f t „^� 1 I i yJr I , t a� r �a," ,� ti °{ E 4"„ tea. x3 \$ ,� �a,::{. C ern.. S i x. w 5 ly, ;.r yA,�, f ^, containing buildings, pavement, sidewalk ir,.' 2. All disturbed areas not con d k or landsca in r`' { 1 1f r, Rl. I € :P 5 shall be to soiled to a dep th of 4 fertilized and seeded or sodded in y 7 7 ° ,,, ,a P P { ` $ti. '1.12k accordance with the specifications for permanent vegetative cover in the Virginia 1, 0 , . Erosion and Sediment Control Manual. r O i d ` %^ br �^rx, u'` :<, k, k ' " / 0 1 I �< yaw 5€ 41411�e 3 �,s air ;,:E } r A• '. R '. a1' 4 e n tl V w t11' Ally;^ ,Fa acceptable as an option to seeded lawn. Sod shall be Nursery row sod is acce t b A 3 Nu se n r.. , ° Y 9 P ' d nM 3� °gg b _� � t uniform soil thickness of one half inch 1 2 plus or minus �� machine cut at a u f c �.NO`I, 4 'a.'Fd E c 1 at the time of cutting.Measurements for thickness one quarter inch 4 r 7 q ;, shall exclude top growth and thatch. Sod shall be in rolls no less than twelve .� G j I �f y 77 7 �,e. s w four feet 4 Ion and not more than six feet 6 Ion �7 r, �a Inches 12 wide and ( ) 9 ( ) 9• G e• 11 { , " " r�i ay ,w..".. .,.e t , , R ,•lt, ) ' 'rlaG� r: ; ' ,A:C , "G „ f 5 „.,^ ., Grass blades will be cut to a uniform length. The gross shall be well w... :, , a �, 9 s I a'" N s Y. �:•,'. ZO ED B2 w' �, I vigorous, health and growing. It shall be ' �, t one year old), " established at least ) Y 9 9 � � Y 9 v ;� ' TAX ID # - 64-A-159T ' �° I '%� 11Z e , � _ free of disease and noxious perennial weeds. Sod shall be or good and F ELEV 680.00 3 i will a firm and solid without v" I ^ I'l �r ,.�.�,,,., BLDG. HEIGHT - 35' ', l healthy or when delivered. Rolls and strips I b ar z: healt col p ,, ,k{, ": \ "y ,r^a' crumbling or tearing. Sod shall be harvested and delivered within a 36 hour a FLOOR AREA - 33,000 SF a g' >w Ill,,+.°' � r^ a ."' \ " � Sf period, and all precautions must be taken to prevent the sod from drying while '''r' �Eu <, I a; , i ., , A ` ` , �. ,', , Aran,:, in transit to the site. C ±i u:.a, , u er':p. R ;d G,r 9Q ! :. ,,,\ "" „ y`.a«,w:" .!' a`rd' • ^ S\ ,, Ill „ , « ., . a..., r. .Y r „ ,'.w„ro.. ,, € .: `b •«:... .*' `t arr \.'" § ��. �py ::grm1,. Y 1 �e ";,}+ gg S 0 ,,o ,e .My^. y' b„ Gar, rF'y': ' \:' «ri " �j ,pf , 't" b i4 rKa'y'Ea°a' ' "\. Y^'e,.e'0 €Ea«.'` i ,"'",�,r,:, 4+. ur: p. "'C '!`*w.,. Qj S ' .�° �° t nit States Department of -F-' k. 4. Grass seed shall meet the requirements s of the United S a „ b ,,gg a, 4 ,G'.� '§3ra d" a "„� � "" rr�°� . 1=00 :, ", '' ., , �'," N Agriculture and no below standard seed will be accepted. Seed shall bear the ,a' w. „` 9 P Ta>>.�„ ,r , � ... � $�, �' r",: �„-:, �.I� { «„ u tom;. + `, , " „ ,' � � „N � H � , o _., ,' ', �.� ..ar , E s ," ,� rowers uarantee of analysis. Wet mold or otherwise contaminated seed shall w IV'f be rejected. "`^, ,r. '' a rr" " \. "��+;^ \'�:^^,, � W, erar� i z;,z'",°. ,.a \,. �` �, `' 3 s'� ,,��"' t, y'C G }} " ."-.:. ,� ,y//'., � Mn• _ ,\� a,; ''i;aL:v F ,sve b y, a r, >r. r :..,?'„, a .. s zn^n; £r A' Alo,\ ,.w . a ,4,, \ Ii :. `,-$ I G � l k� h /i,,a r 5. The contractor shall flog all under round utilities and structures prior to ' y �.; �� J! " "f ,l � r) ,w / digging and staking. 4Ill%8 . �Nk� K, n ° , , y i` l ,* ',.i�": ,iT DISTURBED AREA-32,514 S.F. V W i.. �,, I \, r ��a. ,,, 6. All lantin s shall conform to the standards of the American Association of N 11 I r ,w ,,:a g \ �- - Nurserymen . ' '0`'v,..# i' very .. .u� `+•. \ r«`a s -"' �,..s"' IYI� �: W Q "� Y r r :a, 7. All plantings must be guaranteed for period of one full growing season i « a `.,11 « w s N' ,' r from the time of final acceptance. All trees not surviving one (1 year shall be , 9 € $' F 'sz, Gi 7 # ,,.^"z E% G \ r` ,5, \ ' d .P .vaark r „!!i '', 'o replaced in size and type. The contractor shall remove staking, guying, and / F rR £ ° , '��, N P YP 97 9 Y 97 - %G '< l ' p�j wrap at the end of the guarantee period. GL '* � ,,,� ,✓' ,:x , n�^ ' `"'0,, ^.r' t ..�,.,�, Z e '� , a Wp 5:: ay,? F ,4 s" *` �,, d'� <S., wa ,. d S7 O ,� s,,' e,; , ." u;;>•. a„+ .«xm,u: wr, I r.,°„" Y awl. t 'Sar,�..! ro„ �,UJ ,., r w J ,> own and shall be d with nurse ^,, « w. k : „ :"" ., n 8. All trees and plants shall be nurse r togged .,, £ s ,,n A, , t , . l,ll ,� 4,, J _� P nursery 9 99 nursery ! ,rM ui,,<„G f`. i'w , ''' <r ' ^ raxr " I ^, " g , , I, f f .' d .� .,...,,� r. :, c., a „+ "" mu wseG^ . xu'yEreu, u,a' .,f dad .$". &a '�«` I� ' ' ��'•.., '"'�^_�"^ °� ' '� "° � � labels Indicating the species and variety. a,, - .. i ,� a,. er 9 P Y k _� \',,�,",' I N GEORGE GLAIZE JR. ", F , r,,' �' ! �,'` %` "�: 9 ., , ` ^ .. ` „gar �,,.d '} � ! a Y� � W ,! ZONED B2 W \'j 1 TAX ID # - 64-A-159E 9. The contractor shall be responsible for planting at the correct grade and = "`s" s. /,, E€ .� ^�" a,„t;,la .w ,. , rrs,v; a ,,i 1 1 ' °' .t,t «., z£ 2 s I 1 "a, '_' a G ,.,,,«�.�_ :$1" ,, � a li n ments. h ,' \.. �, �`' USE VACANT g �In M�1//�� V viiiiiiiiiiii .." 4 ,f'°. £`' a ``..,."'"� <,h' '`\. w,w �•. a` `'!y.. N,% , / \/yam �/''"�I «a ,r _,.., �\: :�' 8 t ,,a.>G,M fi. ;R n eriods within the lantin season when weather .:,., . _., 10. Perform lantin on duri i ,, �.. ", .." 4 € "• s'� �, ` .,A i", and soil conditions are suitable in accordance with local accepted ractices. � � Is - a P P -: d° e as"t,.. -1-. '£�' 2�' ,YY , +.,, d M,. ,,; :.^ Sad•:.+ w^"' a „,.,. ... r, r., I� .v.,r .nf:^!N ,w„,«.r«.« ,,, ,: a.G:.. Y+ u, ,u *.,,,..,:, ,,...," rn,,.:,, ...w. .. ,-s" ,,,,.,,«w .,. C .. a„ mow. ',,. .r,„ ,•.,,",„ „.....,,,.", �,,.. r .q:: ;, 7f ., .. ;"Y ,,, ,,", ,.. wr , , shredded a� m , �. 11. Areas around all plantings shall receive a minimum layer of 4 of _ W 11 n -,, bark mulch »M ,. f -- ti. ,a _`. ,',' ar mu c over irascape weed mat by Mirafi or approved equal. `^+ G 'y ,, °'+. r,,.... I.`""vtt ww+"w."`"..,�-^w �w.b-�>v.'r '�y G �" r {, raw{ au"�' 3 vi , ." w ry .,�., ' .ry;>^ Contractor shall partially fill with water a representative number of pits in `''1:1 G "°<, ",. r t _ - i , " ;,, I each area of the project prior to planting to determine if there is adequate V Q ., i ,_ .. n „ ,, F.., , ,,a..«� , !;£r�;� €a `� " «� of occur, measures shall be taken to assure GG .,.,^.,4, :"w,, .. p „ N � R�: � �y a1, _°,.,,,., M w., percolation. If percolation does n , v , ' '� proper drainage before planting. Q 1 Z °� foe a r " ' aIII„ X� : .a r _"•.........".-�' co with f 13 For the contraction of this landscaping plan, the contractor shall comply ' J Q p..w , all regulations, standards and specifications required ordinances ,,' e u s s u 0 I / I.— " --l— 11 11 ...,11 1, " , . \�_ �_, �,, " , / / "", - isZoning -� � P. 5, �w, w. 14. All planting will conform with section 165 368 of the Frederick CoC myV 4 x� ` "<. a ,, _ _._._..-.__„-.. �„ .._ _._.,...___, Ordinance Plantin Section Plantin Procedure and Maintenance. ..- _-�.,..__. �I m,_ ,�...,,� __ _,.,, _ , 7 9 7 9 , ., �L ili _ I'll,: �` r '': a '' S28.19' 10"E 484.07' t mow. ,, W '°" \ ;. iiiiiiiiimE^ rr Vy ; „ ,r , , r .ad -_. .... ..-.... ,. :,e„"'.,�a�wew.ea�:r a." ., " , :r �; Attu s.,u>a�r,ruu .. _ � ✓" � .�a�s�xsa �h,"rwa„as „"r at.. rr , uw. n w tit "` P•DADLrfr 00AT . "�� n �ii 7r.,� V i r d Tl W .2 V, m 7� � vl t G€+ p of o 0 �, w I m (� F �V ^j O ve a ,J in a o d L�_Ll_(1��l1,_I4� i11� 1,,�V ,,",,T,"""__,1"� ,1"�'1)_l14\,"",,,�: -l...\l",!., .i ."-.. 1 \ ' : :: '' 0 4"`� - ."'s "' , , HYDRANT t 1... c �' a X R ` ;n ,� W/ BOLLARDS ^�^,, W I ? .n ? '„ J £ Z W F W TAP BY w ,, FCSA 1, OADING co W t, < Y' ?. ' 6 12 .,,",M w w 14+34.22 Q L7 o ff OVERHEAD RAMP ,o 10 x6 TEE ^ z �" DOOR LA NDSCAPING NOTES � .; w w \. 1-6 G.V. ,°' ,, t. rF' r'b'' t {:, , r,' r,,� I, E , °' Y x a\ i' 682.0 4 pp "uA . � ",, , t, "` E 1. Topsoil shall be fertile friable natural topsoil of a loam character without w \ i r ^bE « •' admixture of cla hardpanmulch marl shell or fine sand and capable of ,, �, 3 Y7 P 1 1 1 7 p s' „ It h If >F s �, sustainin vigorous lant rowth. s a be free of stones lum s I t b plans or i �'" � 9 9 P 9 P P moo, , ,.'. � ,,< ,: a „ " b�„ t 3, w their roots or seeds, sticks and other extraneous matter and shall contain no ,,, � ,,, /' '" �I \ � ,G k substance or material inhibitory to plant growth. yam,,,., r ry P 9 "y "-, ll� f t „^� 1 I i yJr I , t a� r �a," ,� ti °{ E 4"„ tea. x3 \$ ,� �a,::{. C ern.. S i x. w 5 ly, ;.r yA,�, f ^, containing buildings, pavement, sidewalk ir,.' 2. All disturbed areas not con d k or landsca in r`' { 1 1f r, Rl. I € :P 5 shall be to soiled to a dep th of 4 fertilized and seeded or sodded in y 7 7 ° ,,, ,a P P { ` $ti. '1.12k accordance with the specifications for permanent vegetative cover in the Virginia 1, 0 , . Erosion and Sediment Control Manual. r O i d ` %^ br �^rx, u'` :<, k, k ' " / 0 1 I �< yaw 5€ 41411�e 3 �,s air ;,:E } r A• '. R '. a1' 4 e n tl V w t11' Ally;^ ,Fa acceptable as an option to seeded lawn. Sod shall be Nursery row sod is acce t b A 3 Nu se n r.. , ° Y 9 P ' d nM 3� °gg b _� � t uniform soil thickness of one half inch 1 2 plus or minus �� machine cut at a u f c �.NO`I, 4 'a.'Fd E c 1 at the time of cutting.Measurements for thickness one quarter inch 4 r 7 q ;, shall exclude top growth and thatch. Sod shall be in rolls no less than twelve .� G j I �f y 77 7 �,e. s w four feet 4 Ion and not more than six feet 6 Ion �7 r, �a Inches 12 wide and ( ) 9 ( ) 9• G e• 11 { , " " r�i ay ,w..".. .,.e t , , R ,•lt, ) ' 'rlaG� r: ; ' ,A:C , "G „ f 5 „.,^ ., Grass blades will be cut to a uniform length. The gross shall be well w... :, , a �, 9 s I a'" N s Y. �:•,'. ZO ED B2 w' �, I vigorous, health and growing. It shall be ' �, t one year old), " established at least ) Y 9 9 � � Y 9 v ;� ' TAX ID # - 64-A-159T ' �° I '%� 11Z e , � _ free of disease and noxious perennial weeds. Sod shall be or good and F ELEV 680.00 3 i will a firm and solid without v" I ^ I'l �r ,.�.�,,,., BLDG. HEIGHT - 35' ', l healthy or when delivered. Rolls and strips I b ar z: healt col p ,, ,k{, ": \ "y ,r^a' crumbling or tearing. Sod shall be harvested and delivered within a 36 hour a FLOOR AREA - 33,000 SF a g' >w Ill,,+.°' � r^ a ."' \ " � Sf period, and all precautions must be taken to prevent the sod from drying while '''r' �Eu <, I a; , i ., , A ` ` , �. ,', , Aran,:, in transit to the site. C ±i u:.a, , u er':p. R ;d G,r 9Q ! :. ,,,\ "" „ y`.a«,w:" .!' a`rd' • ^ S\ ,, Ill „ , « ., . a..., r. .Y r „ ,'.w„ro.. ,, € .: `b •«:... .*' `t arr \.'" § ��. �py ::grm1,. Y 1 �e ";,}+ gg S 0 ,,o ,e .My^. y' b„ Gar, rF'y': ' \:' «ri " �j ,pf , 't" b i4 rKa'y'Ea°a' ' "\. Y^'e,.e'0 €Ea«.'` i ,"'",�,r,:, 4+. ur: p. "'C '!`*w.,. Qj S ' .�° �° t nit States Department of -F-' k. 4. Grass seed shall meet the requirements s of the United S a „ b ,,gg a, 4 ,G'.� '§3ra d" a "„� � "" rr�°� . 1=00 :, ", '' ., , �'," N Agriculture and no below standard seed will be accepted. Seed shall bear the ,a' w. „` 9 P Ta>>.�„ ,r , � ... � $�, �' r",: �„-:, �.I� { «„ u tom;. + `, , " „ ,' � � „N � H � , o _., ,' ', �.� ..ar , E s ," ,� rowers uarantee of analysis. Wet mold or otherwise contaminated seed shall w IV'f be rejected. "`^, ,r. '' a rr" " \. "��+;^ \'�:^^,, � W, erar� i z;,z'",°. ,.a \,. �` �, `' 3 s'� ,,��"' t, y'C G }} " ."-.:. ,� ,y//'., � Mn• _ ,\� a,; ''i;aL:v F ,sve b y, a r, >r. r :..,?'„, a .. s zn^n; £r A' Alo,\ ,.w . a ,4,, \ Ii :. `,-$ I G � l k� h /i,,a r 5. The contractor shall flog all under round utilities and structures prior to ' y �.; �� J! " "f ,l � r) ,w / digging and staking. 4Ill%8 . �Nk� K, n ° , , y i` l ,* ',.i�": ,iT DISTURBED AREA-32,514 S.F. V W i.. �,, I \, r ��a. ,,, 6. All lantin s shall conform to the standards of the American Association of N 11 I r ,w ,,:a g \ �- - Nurserymen . ' '0`'v,..# i' very .. .u� `+•. \ r«`a s -"' �,..s"' IYI� �: W Q "� Y r r :a, 7. All plantings must be guaranteed for period of one full growing season i « a `.,11 « w s N' ,' r from the time of final acceptance. All trees not surviving one (1 year shall be , 9 € $' F 'sz, Gi 7 # ,,.^"z E% G \ r` ,5, \ ' d .P .vaark r „!!i '', 'o replaced in size and type. The contractor shall remove staking, guying, and / F rR £ ° , '��, N P YP 97 9 Y 97 - %G '< l ' p�j wrap at the end of the guarantee period. GL '* � ,,,� ,✓' ,:x , n�^ ' `"'0,, ^.r' t ..�,.,�, Z e '� , a Wp 5:: ay,? F ,4 s" *` �,, d'� <S., wa ,. d S7 O ,� s,,' e,; , ." u;;>•. a„+ .«xm,u: wr, I r.,°„" Y awl. t 'Sar,�..! ro„ �,UJ ,., r w J ,> own and shall be d with nurse ^,, « w. k : „ :"" ., n 8. All trees and plants shall be nurse r togged .,, £ s ,,n A, , t , . l,ll ,� 4,, J _� P nursery 9 99 nursery ! ,rM ui,,<„G f`. i'w , ''' <r ' ^ raxr " I ^, " g , , I, f f .' d .� .,...,,� r. :, c., a „+ "" mu wseG^ . xu'yEreu, u,a' .,f dad .$". &a '�«` I� ' ' ��'•.., '"'�^_�"^ °� ' '� "° � � labels Indicating the species and variety. a,, - .. i ,� a,. er 9 P Y k _� \',,�,",' I N GEORGE GLAIZE JR. ", F , r,,' �' ! �,'` %` "�: 9 ., , ` ^ .. ` „gar �,,.d '} � ! a Y� � W ,! ZONED B2 W \'j 1 TAX ID # - 64-A-159E 9. The contractor shall be responsible for planting at the correct grade and = "`s" s. /,, E€ .� ^�" a,„t;,la .w ,. , rrs,v; a ,,i 1 1 ' °' .t,t «., z£ 2 s I 1 "a, '_' a G ,.,,,«�.�_ :$1" ,, � a li n ments. h ,' \.. �, �`' USE VACANT g �In M�1//�� V viiiiiiiiiiii .." 4 ,f'°. £`' a ``..,."'"� <,h' '`\. w,w �•. a` `'!y.. N,% , / \/yam �/''"�I «a ,r _,.., �\: :�' 8 t ,,a.>G,M fi. ;R n eriods within the lantin season when weather .:,., . _., 10. Perform lantin on duri i ,, �.. ", .." 4 € "• s'� �, ` .,A i", and soil conditions are suitable in accordance with local accepted ractices. � � Is - a P P -: d° e as"t,.. -1-. '£�' 2�' ,YY , +.,, d M,. ,,; :.^ Sad•:.+ w^"' a „,.,. ... r, r., I� .v.,r .nf:^!N ,w„,«.r«.« ,,, ,: a.G:.. Y+ u, ,u *.,,,..,:, ,,...," rn,,.:,, ...w. .. ,-s" ,,,,.,,«w .,. C .. a„ mow. ',,. .r,„ ,•.,,",„ „.....,,,.", �,,.. r .q:: ;, 7f ., .. ;"Y ,,, ,,", ,.. wr , , shredded a� m , �. 11. Areas around all plantings shall receive a minimum layer of 4 of _ W 11 n -,, bark mulch »M ,. f -- ti. ,a _`. ,',' ar mu c over irascape weed mat by Mirafi or approved equal. `^+ G 'y ,, °'+. r,,.... I.`""vtt ww+"w."`"..,�-^w �w.b-�>v.'r '�y G �" r {, raw{ au"�' 3 vi , ." w ry .,�., ' .ry;>^ Contractor shall partially fill with water a representative number of pits in `''1:1 G "°<, ",. r t _ - i , " ;,, I each area of the project prior to planting to determine if there is adequate V Q ., i ,_ .. n „ ,, F.., , ,,a..«� , !;£r�;� €a `� " «� of occur, measures shall be taken to assure GG .,.,^.,4, :"w,, .. p „ N � R�: � �y a1, _°,.,,,., M w., percolation. If percolation does n , v , ' '� proper drainage before planting. Q 1 Z °� foe a r " ' aIII„ X� : .a r _"•.........".-�' co with f 13 For the contraction of this landscaping plan, the contractor shall comply ' J Q p..w , all regulations, standards and specifications required ordinances ,,' e u s s u 0 I / I.— " --l— 11 11 ...,11 1, " , . \�_ �_, �,, " , / / "", - isZoning -� � P. 5, �w, w. 14. All planting will conform with section 165 368 of the Frederick CoC myV 4 x� ` "<. a ,, _ _._._..-.__„-.. �„ .._ _._.,...___, Ordinance Plantin Section Plantin Procedure and Maintenance. ..- _-�.,..__. �I m,_ ,�...,,� __ _,.,, _ , 7 9 7 9 , ., �L ili _ I'll,: �` r '': a '' S28.19' 10"E 484.07' t mow. ,, W '°" \ ;. iiiiiiiiimE^ rr Vy ; „ ,r , , r .ad -_. .... ..-.... ,. :,e„"'.,�a�wew.ea�:r a." ., " , :r �; Attu s.,u>a�r,ruu .. _ � ✓" � .�a�s�xsa �h,"rwa„as „"r at.. rr , uw. n w tit "` P•DADLrfr 00AT . "�� n �ii 7r.,� V i L�_Ll_(1��l1,_I4� i11� 1,,�V ,,",,T,"""__,1"� ,1"�'1)_l14\,"",,,�: -l...\l",!., .i ."-.. 1 \ ' : :: '' 0 4"`� - ."'s "' , , HYDRANT t 1... c �' a X R ` ;n ,� W/ BOLLARDS ^�^,, W I ? .n ? '„ J £ Z W F W TAP BY w ,, FCSA 1, OADING co W t, < Y' ?. ' 6 12 .,,",M w w 14+34.22 Q L7 o ff OVERHEAD RAMP ,o 10 x6 TEE ^ z �" DOOR LA NDSCAPING NOTES � .; w w \. 1-6 G.V. ,°' ,, t. rF' r'b'' t {:, , r,' r,,� I, E , °' Y x a\ i' 682.0 4 pp "uA . � ",, , t, "` E 1. Topsoil shall be fertile friable natural topsoil of a loam character without w \ i r ^bE « •' admixture of cla hardpanmulch marl shell or fine sand and capable of ,, �, 3 Y7 P 1 1 1 7 p s' „ It h If >F s �, sustainin vigorous lant rowth. s a be free of stones lum s I t b plans or i �'" � 9 9 P 9 P P moo, , ,.'. � ,,< ,: a „ " b�„ t 3, w their roots or seeds, sticks and other extraneous matter and shall contain no ,,, � ,,, /' '" �I \ � ,G k substance or material inhibitory to plant growth. yam,,,., r ry P 9 "y "-, ll� f t „^� 1 I i yJr I , t a� r �a," ,� ti °{ E 4"„ tea. x3 \$ ,� �a,::{. C ern.. S i x. w 5 ly, ;.r yA,�, f ^, containing buildings, pavement, sidewalk ir,.' 2. All disturbed areas not con d k or landsca in r`' { 1 1f r, Rl. I € :P 5 shall be to soiled to a dep th of 4 fertilized and seeded or sodded in y 7 7 ° ,,, ,a P P { ` $ti. '1.12k accordance with the specifications for permanent vegetative cover in the Virginia 1, 0 , . Erosion and Sediment Control Manual. r O i d ` %^ br �^rx, u'` :<, k, k ' " / 0 1 I �< yaw 5€ 41411�e 3 �,s air ;,:E } r A• '. R '. a1' 4 e n tl V w t11' Ally;^ ,Fa acceptable as an option to seeded lawn. Sod shall be Nursery row sod is acce t b A 3 Nu se n r.. , ° Y 9 P ' d nM 3� °gg b _� � t uniform soil thickness of one half inch 1 2 plus or minus �� machine cut at a u f c �.NO`I, 4 'a.'Fd E c 1 at the time of cutting.Measurements for thickness one quarter inch 4 r 7 q ;, shall exclude top growth and thatch. Sod shall be in rolls no less than twelve .� G j I �f y 77 7 �,e. s w four feet 4 Ion and not more than six feet 6 Ion �7 r, �a Inches 12 wide and ( ) 9 ( ) 9• G e• 11 { , " " r�i ay ,w..".. .,.e t , , R ,•lt, ) ' 'rlaG� r: ; ' ,A:C , "G „ f 5 „.,^ ., Grass blades will be cut to a uniform length. The gross shall be well w... :, , a �, 9 s I a'" N s Y. �:•,'. ZO ED B2 w' �, I vigorous, health and growing. It shall be ' �, t one year old), " established at least ) Y 9 9 � � Y 9 v ;� ' TAX ID # - 64-A-159T ' �° I '%� 11Z e , � _ free of disease and noxious perennial weeds. Sod shall be or good and F ELEV 680.00 3 i will a firm and solid without v" I ^ I'l �r ,.�.�,,,., BLDG. HEIGHT - 35' ', l healthy or when delivered. Rolls and strips I b ar z: healt col p ,, ,k{, ": \ "y ,r^a' crumbling or tearing. Sod shall be harvested and delivered within a 36 hour a FLOOR AREA - 33,000 SF a g' >w Ill,,+.°' � r^ a ."' \ " � Sf period, and all precautions must be taken to prevent the sod from drying while '''r' �Eu <, I a; , i ., , A ` ` , �. ,', , Aran,:, in transit to the site. C ±i u:.a, , u er':p. R ;d G,r 9Q ! :. ,,,\ "" „ y`.a«,w:" .!' a`rd' • ^ S\ ,, Ill „ , « ., . a..., r. .Y r „ ,'.w„ro.. ,, € .: `b •«:... .*' `t arr \.'" § ��. �py ::grm1,. Y 1 �e ";,}+ gg S 0 ,,o ,e .My^. y' b„ Gar, rF'y': ' \:' «ri " �j ,pf , 't" b i4 rKa'y'Ea°a' ' "\. Y^'e,.e'0 €Ea«.'` i ,"'",�,r,:, 4+. ur: p. "'C '!`*w.,. Qj S ' .�° �° t nit States Department of -F-' k. 4. Grass seed shall meet the requirements s of the United S a „ b ,,gg a, 4 ,G'.� '§3ra d" a "„� � "" rr�°� . 1=00 :, ", '' ., , �'," N Agriculture and no below standard seed will be accepted. Seed shall bear the ,a' w. „` 9 P Ta>>.�„ ,r , � ... � $�, �' r",: �„-:, �.I� { «„ u tom;. + `, , " „ ,' � � „N � H � , o _., ,' ', �.� ..ar , E s ," ,� rowers uarantee of analysis. Wet mold or otherwise contaminated seed shall w IV'f be rejected. "`^, ,r. '' a rr" " \. "��+;^ \'�:^^,, � W, erar� i z;,z'",°. ,.a \,. �` �, `' 3 s'� ,,��"' t, y'C G }} " ."-.:. ,� ,y//'., � Mn• _ ,\� a,; ''i;aL:v F ,sve b y, a r, >r. r :..,?'„, a .. s zn^n; £r A' Alo,\ ,.w . a ,4,, \ Ii :. `,-$ I G � l k� h /i,,a r 5. The contractor shall flog all under round utilities and structures prior to ' y �.; �� J! " "f ,l � r) ,w / digging and staking. 4Ill%8 . �Nk� K, n ° , , y i` l ,* ',.i�": ,iT DISTURBED AREA-32,514 S.F. V W i.. �,, I \, r ��a. ,,, 6. All lantin s shall conform to the standards of the American Association of N 11 I r ,w ,,:a g \ �- - Nurserymen . ' '0`'v,..# i' very .. .u� `+•. \ r«`a s -"' �,..s"' IYI� �: W Q "� Y r r :a, 7. All plantings must be guaranteed for period of one full growing season i « a `.,11 « w s N' ,' r from the time of final acceptance. All trees not surviving one (1 year shall be , 9 € $' F 'sz, Gi 7 # ,,.^"z E% G \ r` ,5, \ ' d .P .vaark r „!!i '', 'o replaced in size and type. The contractor shall remove staking, guying, and / F rR £ ° , '��, N P YP 97 9 Y 97 - %G '< l ' p�j wrap at the end of the guarantee period. GL '* � ,,,� ,✓' ,:x , n�^ ' `"'0,, ^.r' t ..�,.,�, Z e '� , a Wp 5:: ay,? F ,4 s" *` �,, d'� <S., wa ,. d S7 O ,� s,,' e,; , ." u;;>•. a„+ .«xm,u: wr, I r.,°„" Y awl. t 'Sar,�..! ro„ �,UJ ,., r w J ,> own and shall be d with nurse ^,, « w. k : „ :"" ., n 8. All trees and plants shall be nurse r togged .,, £ s ,,n A, , t , . l,ll ,� 4,, J _� P nursery 9 99 nursery ! ,rM ui,,<„G f`. i'w , ''' <r ' ^ raxr " I ^, " g , , I, f f .' d .� .,...,,� r. :, c., a „+ "" mu wseG^ . xu'yEreu, u,a' .,f dad .$". &a '�«` I� ' ' ��'•.., '"'�^_�"^ °� ' '� "° � � labels Indicating the species and variety. a,, - .. i ,� a,. er 9 P Y k _� \',,�,",' I N GEORGE GLAIZE JR. ", F , r,,' �' ! �,'` %` "�: 9 ., , ` ^ .. ` „gar �,,.d '} � ! a Y� � W ,! ZONED B2 W \'j 1 TAX ID # - 64-A-159E 9. The contractor shall be responsible for planting at the correct grade and = "`s" s. /,, E€ .� ^�" a,„t;,la .w ,. , rrs,v; a ,,i 1 1 ' °' .t,t «., z£ 2 s I 1 "a, '_' a G ,.,,,«�.�_ :$1" ,, � a li n ments. h ,' \.. �, �`' USE VACANT g �In M�1//�� V viiiiiiiiiiii .." 4 ,f'°. £`' a ``..,."'"� <,h' '`\. w,w �•. a` `'!y.. N,% , / \/yam �/''"�I «a ,r _,.., �\: :�' 8 t ,,a.>G,M fi. ;R n eriods within the lantin season when weather .:,., . _., 10. Perform lantin on duri i ,, �.. ", .." 4 € "• s'� �, ` .,A i", and soil conditions are suitable in accordance with local accepted ractices. � � Is - a P P -: d° e as"t,.. -1-. '£�' 2�' ,YY , +.,, d M,. ,,; :.^ Sad•:.+ w^"' a „,.,. ... r, r., I� .v.,r .nf:^!N ,w„,«.r«.« ,,, ,: a.G:.. Y+ u, ,u *.,,,..,:, ,,...," rn,,.:,, ...w. .. ,-s" ,,,,.,,«w .,. C .. a„ mow. ',,. .r,„ ,•.,,",„ „.....,,,.", �,,.. r .q:: ;, 7f ., .. ;"Y ,,, ,,", ,.. wr , , shredded a� m , �. 11. Areas around all plantings shall receive a minimum layer of 4 of _ W 11 n -,, bark mulch »M ,. f -- ti. ,a _`. ,',' ar mu c over irascape weed mat by Mirafi or approved equal. `^+ G 'y ,, °'+. r,,.... I.`""vtt ww+"w."`"..,�-^w �w.b-�>v.'r '�y G �" r {, raw{ au"�' 3 vi , ." w ry .,�., ' .ry;>^ Contractor shall partially fill with water a representative number of pits in `''1:1 G "°<, ",. r t _ - i , " ;,, I each area of the project prior to planting to determine if there is adequate V Q ., i ,_ .. n „ ,, F.., , ,,a..«� , !;£r�;� €a `� " «� of occur, measures shall be taken to assure GG .,.,^.,4, :"w,, .. p „ N � R�: � �y a1, _°,.,,,., M w., percolation. If percolation does n , v , ' '� proper drainage before planting. Q 1 Z °� foe a r " ' aIII„ X� : .a r _"•.........".-�' co with f 13 For the contraction of this landscaping plan, the contractor shall comply ' J Q p..w , all regulations, standards and specifications required ordinances ,,' e u s s u 0 I / I.— " --l— 11 11 ...,11 1, " , . \�_ �_, �,, " , / / "", - isZoning -� � P. 5, �w, w. 14. All planting will conform with section 165 368 of the Frederick CoC myV 4 x� ` "<. a ,, _ _._._..-.__„-.. �„ .._ _._.,...___, Ordinance Plantin Section Plantin Procedure and Maintenance. ..- _-�.,..__. �I m,_ ,�...,,� __ _,.,, _ , 7 9 7 9 , ., �L ili _ I'll,: �` r '': a '' S28.19' 10"E 484.07' t mow. ,, W '°" \ ;. iiiiiiiiimE^ rr Vy ; „ ,r , , r .ad -_. .... ..-.... ,. :,e„"'.,�a�wew.ea�:r a." ., " , :r �; Attu s.,u>a�r,ruu .. _ � ✓" � .�a�s�xsa �h,"rwa„as „"r at.. rr , uw. n w tit "` P•DADLrfr 00AT . "�� n �ii 7r.,� V i . ,. _.. , ,, ,,,,,,,,,, , _, ...,,, . ,,, „ „,,,, ,,,, ,,,,, ,,,, , , , , ,,,« :',: rw� - w V w • PING REFERENCE: MAPPING Z Q me I'" `' "IF BASE BASE MAPPING WAS PREPARED BY POTESTA AND ASSOCIATES, INC. a, _ BASED ON SURVEYS COMPLETED OCTOBER 2005, d' V N, : ' tz �`i 03 1: "'! I 11 'll,", 11 I _ I -1 I I 11 "I I ,,, ,' .1 - t - "I'll, 11.11-11,11,111,1111, - I Drawing No. 0 EROSION AND SEDIMENT CONTROL PLANS Project Description Preparations for the contstruction of the proposed project will include the rough grading of approximately 34,000 SF of unimproved land. Existing Site Conditions The construction area is recently graded lawn located in the Northwest corner of recently improved site. The site drains toward the northeast, east, & southeast with slopes of 5-20%. According to the soil survey of Frederick County, VA the site drainage area contain soil types Clearbrook—Channery silt loam (9c). The soil hydrologic classification for Clearbrook soils is "D". Adjacent Areas The site is bordered on the northeast by Route 50 Independence Drive on the southeast. Vacant parcels border the site on the northeast & southeast. Critical Areas The critical areas on the site consist of the culvert inlet near where the proposed construction entrance will be located. A silt fence culwert inlet protection will be used. Also, a perimeter drop inlet near the southeast corner of the disturbed area. A grovel & wire mesh curb inlet sediment filter this locationl. Ot her critical areas are will be used at the perimeter of the distturbed area where less steep slopes drain away from the site. Sediment fencing will be used as a control in these areas. Erosion and Sediment Control Measures Wire reinforced silt fence will be installed in selected location down slope from the disturbed areas as a first measure of construction. Silt fenices shall be inspected after each rainfall. Any required repairs shall be made immediately. Damaged, decomposed olr otherwise Ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately on —half the height of the barrier. Any sediment deposits remaining in place after the silt fence Is no longer needed shall be dressed to conform to the existing grade and stabillized. A gravel curb inlet sedinnent filter shall be place at curb inlet. The structure shall be inspected after each rain event & repairs made as needled. Sediment shall be removed & the filter restored to its original dimensions when sediment has accumulated to one half the design depth of the trap. Removed sediment shall be deposited in a suitable area in such a manner that it will not erode. The structure shall be rmoved and the area stabilized when the remaining drainage area has been properly stabilized. A stone combination cheAck dam culvert inlet protection will be constructed at the inlet of the 36 " culvert located south of the proposed eintrance. This structure shall be inspected after each rain event and repairs made as needed. Aggregate shall be replaced or cleaned when inspection reveals that clogged voids are causing ponding problems which interfere with on —:site construction. Sediment shall be removed and the impoundment restored to its original dimensions when sedimelnt has accumulated to one—half the design depth. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode and cause sedimentation problems. Temporary structures shall be removed when tthey have served their useful purpose, but not before the upslope area has been permanently stabilized. Replacement of topsoil vwill generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6—inch or as called for on the plans. Topsoil shall not be placed while in a frolzen or wet condition. Temporary seeding in accordance with the E&S Standard and specifications 3.31 will be applied in all areas which will not be brought to final ograde within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporary seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per area of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. All disturbed areas will kbe stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is December 2005 through February 2006. All seeded areas will be mulched in accordance with the schedule included on the construction plans. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent Stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection andl permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. T'he contractor shall establish vegetation on all areas not otherwise stabilized according to the following specifications: Seedbed Preparation a. Scarify top 1—inch to 2—inch of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agriculture limestone (140lb/1000sf). SEED TYPE RATE/MIN. PURITY (%) MIN.GERM. (%) Tall Fescue 60 Ib/ac. 97 85 Red Clover 8 Ib./ac. 95 65 Ladino Clover 8 Ib../ac. 95 65 Nurse Grass — (Season Dependent) Sept. 1 — Feb. 15: Annual Ryegrass 12 Ilb./ac. 98 85 Winter Rye 12 Ib./aic. 98 85 May 1 — Aug. 31: German Millet 12 Ib./ac. 98 85 or Feb. 16 — Apr. 3: Annual Ryegrass 12 Ilb./ac. 98 85 Mulch 1.5 ton/ac. small grain straw Fertilizer 1000 Ib./ac. 110 — 10 — 10 Temporary Seeding Sept. 1 — Feb. 15: Annual Ryegrass 50 Ilb./ac. 98 85 Winter Rye 50 Ib./alc. 98 85 May 1 — Aug. 31: German Millet 50 Ib../ac. 98 85 U qL C 0 nar�� P&N MER 1400a 0"Y WHRE Ala GAUGE TREE LLRAM UN WX OVERLAP K AG61N40 TAPE Gt•I EACH U RE 2" DaZLE 61-IREDDED WARIX100D MJLC443" 6AUCER. MLACE T010 V6 OF MOOT54-L ACk7VE FMl6N GRADE 3 6TAKE6 BAC ELL PKX7n lrALL•R W1OVE TOPP Vf CrF WRLAM AND CUT ROrt"C At'!C3// W }rCF10VC 1l1H M D46KE7 "tom ".L LAW %Y COtVACTED BETTLINS MOIM - ETA. _ 0A 4 Z&OTIAK001 1111114 :b ..lip NOTES: 1. THIS REM NAY BE PRECAST OR CAST IN PUCE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE AWO PSI R PRECAST. 3. COMBRNTION IXIRR R GUTTER WWANG A RADIUS OF 300 FM OR L1S3 (ALONG FIFE OF CURB) SHALL BE PAID FOR AS RADIAL COMBIW.RM CURB h CUTTER. A. FOR USE WnH STABILIZED OPEN -GRADED DRAINAGE LAYER ME BOTTOM or THE CURB AND GN TER y1ISl1, BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF IRE PAVEMENT. 2� 5. THIS CURB IS TO BE USED WHEN DESttiN SPEf• F. ♦0 MPH OR LE55 ON RURAL HIGNMAYS AND A5 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESnN SPEEDS ARE ' EXCEEDED STANDARD CC-7 15 REQUIRED. —W W _. wW �• 1 s' Q" o.rrle.I w» .iLhvr+ r1 _ i P +�HMum drnLY: dl Y i rr�n1RM-A R COMBINATION 6" CURB & GUTTER t07 002 VIRGINIA DEPARTMENT OF TRANSPORTATION TREE LEVEL AND Ka-0--6TRA$W;rV4 LR BETTLETIQNI M "Z=I"=- 6ET TREE I TOP Ara or ROOT mALL ABOYM P"1614M ON AM WIRE AROLtO TR114CK at (BLACK aeR HOBS. bECURE AT WE OWT A50%12 °%.= GRADE KaIAL TO LID-W OF TREE LOVE TOP v3 OF lr1 MAP AND CUT ROPE yO#k REt" VVoZ WIRE pA6KNT PROM M AL.L Kxna 6W RWORD WARPW= L1 % eAWEN rAKE6 MILL W(LY COMPACTED ORTTLAG MOUW ORADI! IYPlGA4L PLANTING DETAIL-- gff RrEEN TREES (hd47T TO 6GN..1'J STONE CONSTRUCTION ENTRANCE RE 70' MIN. A FILTER CLOTH'' 6- MIN.( A I SIDE ELEVATION GROUND 70• MIN. ® WASMRAGI< I (ISPTIONAL.) 12, MIN.- L— VDOT Ml POSITIVE DRAINAGE CURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE MUST EXTEND FULL WIDTH OF OPERATION AND EGRESS PLAN VIEW 12' WN. SECTION A --A EXISTING PAVEMEN }• ., 5:1 ABLE BERM 110' MIN. 10' MIN. EXISTING PAVEMENT LD' MIN. -. LRr.iry �rE�l.t SECTION B—B ON5ITE T' PI.CAL PAVEMENT 5EGTION NOT TO SCALE a%-BM-25-SU55ASE VDOT STD. GR-21A (cOMPACTIED TO DENSITY AT OPTIMUM MOISTURE VDOT VTM-1 •. PAVEMENT DESIGN BASED ON A SUBGRADE CBR DE51GN VALUE OF 6. SOIL TEST 0: THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED pAv-MEN"t SECTION THICKNESS PRIOR TO CONSTRWCTION. F %,"SECT ON51TE T�'PIGAL PAVEMENT 5EGTION �I NOT TO SCALE HEAVY PAVEMENT SECTION 2`-5M-%_5A SURFACE COURSE `• `'' :; , 4a 5 1-25.0 BASE COURSE a" -SUBBASE vDOT STD. OR-21A ACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A BFUBGRADE CBR DESIGN VALUE OF I&. SOIL TEST OF TK= SUBGRADE MUST SUBMITTED FOR ACTUAL DETEia (NATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. FvrtTrt�cT GRAVEL CURB INLET SEDIMENT FILTER 1 GRAVEL FI LTER t — I~ 12- RUNOFF WATER WIRE MESH FILTERED WATER SEDIMENT CONCRETE GUTTER 12 CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ' GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. OPTIONAL STONE COMBINATION Flow .�VDOT #3, #357 OR #5 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED I RIPRAP STONECULVERT INLET PROTECTION • • No. I Date 48" MIN. FENCE 10' MAX. C/C POSTS, DRIVEN MIN. 14" INTO GROUND I Revision WOVEN WIRE FENCE (MIN. 14 GA., MAX. 6" MESH SPACING) tV O =- GROUND SURFACE Z `r -BURIAL DEPTH PERSPECTIVE VIEW WOVEN WIRE FENCE (14 GA. 48" MIN. FENCE POST MIN., MAX. 6" MESH SPACING) WITH FILTER CLOTH OVER t° z UNDISTURBED FLOW `V GROUND EMBED FILTER CLOTH j� N Z MIN. 4" INTO GROUND —/� -1 S C j NOTES: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. CHECK AFTER EACH STORM AND REMOVE SEDIMENT. 5. POSTS SHALL BE CONSTRUCTED OF STEEL (EITHER "T" OR "U" TYPE) OR 2" HARDWOOD. 6. WIRE MESH IS NOT REQUIRED FOR PREFABRICATED FENCING WHICH INCLUDES AN INTERNAL REINFORCING MESH. SILT FENCE DETAIL N.T.S. 4" CONC. SIDEWALK VARIES — SEE PLAN 3000 PSI ® 28 DAYS 2% (MIN) a . �d •.d b A a r v d A $ y •'d<'4 d „ A NOTES: APPROVED SUBGRADE OR 6" COMPACTED GRADE 1. REFER TO VDOT SPECIFICATIONS FOR MATERIALS AGGREGATE SUB —BASE AND METHODS OF CONSTRUCTION. 2. CONSTRUCT 1 /4" CONTRACTION JOINTS AT 4' INTERVALS. 3. CONSTRUCT 1/2" EXPANSION JOINTS AT 40' INTERVALS. AT RAMPS, DRIVEWAYS, LEADWALKS, CURBS, POLES OR ANY OTHER PERMANENT STRUCTURE. T'YPICAL SIDEWALK SECTIOR N.T.S. 24' SLOPE 1 4"/FT. SLOPE1/4"/FT. 6" GRADE 1 SUBBASE AGGREGATE COMPACTED SUBASE T'41'PICAL ROAD SECTION "ACCESSROAD" N.T.S. SECTION INCLUDES 24' OF PAVEMENT REQUIREMENT. REFER TO TYPICAL BITUMINOUS PAVEMENT SECTION FOR DETAIL. 05-0532—D, �CAO ��File . No. TLA - Drown JM8 KJi ��Approved m IN — Scale: Nov. 2, 2005 Dater—� 0-032 Proiect No. N {Co 0 0 7 Cat O U o � S f_ k' P. N✓ s O °' co i a I 0 � .� I I { co W o I~ I --No 14 .rY W. UW ' CO > �v :e Lu 1 Z W iJ z rn i. LIJD p� ya At- W z Z 04 Drawing No.