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HomeMy WebLinkAbout01-00 AMK Products, Inc. - Shawnee - Backfile (2)CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities, Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut Sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, of his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3, All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn cend;tions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants, fire Hydrants ore not to be obstructed at any time, FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer 'lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector' may require in this effort. 3. Temporary termination of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be marked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6) inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of t Is work. 7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from dote of approval. 8, Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2 inch diameter SDR-21 or shedule 40. It shall run 1 foot beyond the near side and for side sidewalk. 9. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, oil traffic control floggers must be certified in accordance with VDOT s January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4, Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 6, If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 8. The Contractor will be responsible for maintaining adequate access to the project from the od'acent public road- way throu h construction and maintenance of a construction entrance in accordance with the [ginia Erosion & Sediment Zontrol Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be - maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method. A, within plus _or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shaft be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval,. 14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The installation of any entrances and mailboxes within any, dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16. If required by the local VDOT Residency. Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptance by VOOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VpOT on an account receivable basis. 18. CO-12 Curb ramps (Persons with mobility impairments) should be constructed at locations as shown on the plan sheets or as directed by the VDOT Engineer/Inspector. 11 / l /. ✓ ✓/11i/yip •!//,/ii .ill/: //,�r�/j �!/'!//i�' �/. �,yr"%/%y J,f� �,, :•,��,�,+ / .:..:aH /q� :+/im /Y%nvrivrm 714 Yerv//9/,Surfjo iJi� rxrwv �r„aw��.;Gj ,, e.. tiAQy :,`ft/n �nfsJivx�:v4�'A ,j t"/.arir wn eur .,//:ctw,5 .r///e/art//narNl't/ / , a+'�i/fvy,-zrr+,r�. /ar npu.a%/N.rryy i &idrr.�,• �uiw 'r45'r�•,c° ayi ..prat eN 9iif, >rr 9/ s:i - .�ia:�y. �iifp rr ei. l�rr1 i .rn. � .t � N� y/'%„� � f f d k "c. kilbert difford O I d -. Greenwich Dr. Fredericksburg, Virginia 0 PHONE: O I..+ S ' • -2115 Vicinity Map Scale 1 "= 2000' & associates, Inc. Surveyors 200 North Cameron St. Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 ////• �%/1!%% � j if/�/,%/�. //; i iill�', . SHEET INDEX 1 COVER S!'? ,ET 2 SITE DES-t:LOPMENT PLAN 3 GRADING EROSION CONTROL PLAN PROFILES SECTIONS 4 5 MISCELLANEOUS DETAILS OWNER DEVELOPER° MAX and LISA KOTLOWSKI AMK PRODUCTS, INC. 16600 E�. 96 th STREET BROKEN ARROW, OK. 74012 TEL.: 916-455-2651� FAX: 916-455-7441 - i DSJ - - Approved -by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date FINAL SITE PLAN APPROVED �'h• c7�DATE 6-01-0a /tR P lS O -00 cV►. # I � V�l LD A. MISLOWSKY, 2 NO. 020674 a -a RECEVED J U N 2 0 20D0 DEPT, OF PLANNINGIDEVELOPMENT _ .. P ® Numbero 1 of 5 Sheet Number i l } ! 5 1 1 tl NOTES: 91� 1. CONTRACTOR TO EXERCISE CAUTION DURING CONSTRUCTION I TO AVOID CONFLICT WITH EXISTING UNDERGROUND UTILITIES. 2. PRIOR TO ISSUANCE OF LAND DISTURBANCE PERMIT, PROOF THAT V.D.O.T. HAS ISSUED A TEMPORARY ENTRANCE PERMIT WILL NEED TO BE PROVIDED. N/F ANDREW W. ANDERSON, JR. N/F FOR OTHER ADJOINING OWNERS AND WINCHESTER REGIONAL AIRPORT AND SHEILA T. ANDERSON WINCHESTER REGIONAL AIRPORT COMPLETE BOUNDARY SURVEY T.M. 64-5-D I 1- FIRE HYDRANT T.M. 64-5-D1 T.M. 64-5-D SEE SHEET 4. ZONED: RA I (SET 3 FT OF EDGE ZONED: RA OF PAVEMENT • V) I EVERGREEN SCREEN IN LIEU ZONED: RA USE: VACANT BOLLARDS REQUIRED) USE: RESIDENTIAL OF BOARD FENCING. USE: RESIDENTIAL 190' LANDSCAPE SCKFNING SEE DETAIL THIS SHEET �P INV. f7o1.+0) � - GRAVEL ROAD 1 p',-r 10" - _ wx r -•1�%� .r .� INV. (701.52- ��� 5 FT. PARKING SETBACK (ALL AROUND) WSW .�� i ,'•'�•n. s..Y,"Y'1i.^11.Y(V'1rY.....^.«.�,..r..u'Y^I'YV'Y'7�e^(`,'vy.,y..YY^r.l'T^S'k't.y'Yl^1^Y 13' TR �0"_ 8' " \ NEW METER BOX EMBLY. EX. METER IS TO BE RESET INTO NEW METER BOX r p ASSEMBLY. F.S.C.l�., 0 INSTALL METER WHEN PROJECT IS COMPLETE. it LIMITS OF •s,.,, \� RELOCATED PUMP STi�TION �`� i CLEARING MAINTAIN EXISTING TREES AS BUFFER. TO BE INSPECTED BY ` TO EXISTING RESIDENTIAL ZONING. 3�` s FREDERICK COUNTY -WECi10NS DO 771 # ADJUST GUY WIRE OUT OF PAVEMENT a -•~" � ��` 12'x45' LOADING ._--•• ' � Ftzy a ` r�4 , i CO RETE DUMSTER PAD. r r SIDEWALK TO TCH , �y,�b`�rtr��a�eb,�l�,sctco, DE OPAQUE SCREENr''� \ PAVEMENT ATION�8" 218 SURFACE AND GATE. s ,00 (SEE D ?EET 5) S GNS MINSTALLEDHPERIrAp VIRG NARKING EMENT ' Ep BUILDIN ' N 6' a t 14'' � t. STATE CODE SECTION 36-99.11.pROP �S 9 00 ' 5 x5 CO CRETE STOOP wall ^ t' HANDICAPPED ACCESS RAMP REQUIREDr �•F, �� s 8 STEPS AND RAILING. 4 �, AS DIRECTED BY VDOT INSPECTOR. CONNECT TO EX. PRIVATE FORCEMAIN WPP k`As;a{� ' 100x120 0 -ot P. • N • 6 4- 5 4 r f1' 2 ' EC-1 N/F \ 4 SEWER LATERAL NsS 2) ` t, 7. 354 AC,R ES 4. PROVIDE ES-1 AND EC-1 60 x120 1 THE WINCHESTER �.� A I ,r,_uA 60 FT. 15" RCP 0 0.75% REGIONAL AIRPORT 1- IX• ENVIRONMENT ONE GRINDER PUMP STATION k T �.. ,....... �. , INV. IN- 699.65(TO BE RELOCATED) \ i.:.� to• w1. 11 >� ` INV. OUT= 699.20 T.M. 64-5-4A ZONED: RA RW1 n "'• \,� 5 t y n tz rA,�ry e ,fir `. .,' , � 9.9�8 f' cI� l 1 b USE: VACANT xr H ^'� --t z VDOT COMMERCIAL ENTRANCE SWM-1 Z (CG-11) r,�- �' ;,, RIM=.09-�*'`� " y,, U n PROPOSED 4" CONDUIT �1, x„ h: PROPOSED" V =6 MAINTAIN EXISTING TREES AS BUFFER r TRIM TREE TO ALLOW�---"t Ma ... 11 „ _- - 24• ".�;r21" GAS SERVICE �. �' TO EXISTING RESIDENTIAL ZONING. . .G FREE TRAFFIC FLOW. -._ iNv. 701.14 < -�-"""'"�' ~+'""" - 1-6"-90' BEND ; 1p (�l (+ T �% 1 ' ✓ < 2• „� :..- U V. •+�' ..- J+ �..+w1Lr s� CTf 1-6 G.V_�_0VA' Utz EX. SEWER SERVICE TO RESIDENCE 1 1 - " f 24, -~'( EXISTING POWER F-VLL TO BE ROUTED TO NEW GRINDERS ) 4 TAP i- F.H. ASSEMBLY PUMP LOCATION. � n a .,_�..• RQAD,,,, ..- -•� TO BE REMOVED � e.• Q r_ _ -- "" �_ -- W � ACCESS 15• MIM-706.93 �>T Ry �-�` (SET 3 FT. OFF OF {ter ` :J `.Y� LIMIT CLEARING - _, c1� ` •:� t �o .�.---T'" O.G.tEt 1SZIN ..19, 25 Sr r - . {� �� BD�R FFER R _.--- oN c - - 6• EDGE OF �ENTj'- �" MAINTAIN EXISTING TREES AS BUFFS (� �. • ", �� .... - - t 1-8'x6" BRICK g 12•� t1"' TO EXISTING RESIDENTIAL ZONItG. . . F.F•E PROJECT SUMMARY r. rxY 1-8 x6 R DUCER . NEW 3 4' METER 9 ! 1 iI 15 1} E`.11VV. 701.52) " MP / �' t t 1-6 GATE VALVE do BOX ►� " TAX IDENTIFICATION NUM 64-5-4 r + �' U.G. ��� � ---�-•--''" i11r � .� �) ,.�--' BOX ASSEMBLY. FCSA i r .,. �, 13• `'t FUTURE ENTRANCE BY VDOT 1 20' Ff' WAI TO INSTALL METER. a r R r' r� r EXISTING LOT AREAS '-J 7.354 ACRES LEVEL SPREADER EASEMENT EXISTING RESIDENCE TO REMAIN IN U 25 D_ ZONING M-1 '` ' �--- = 15• i EX. INV. !701.52) t o0 EXISTING 12" CMP TO BE REPLACED 6• �' 112• 10' TM (POSSIBL.E OFFICE -'EVERGREEN SCREEN IN LIEU �'' N 2611r E CURRENT USE RESIDENTIAL �1 T 11 I o_ 15• ! WITH 15" CMP. INV. IN= 701.50 • Y OF BOARD FENCING- "" $ _ PROPOSED USE INDUSTRIAL/RESIDENTIAL j� . tt• .. r. ES 2 11 20,. `hr j (� T V M� INV. OUT= 701.10. REGIRADE TO PRO ``^ -�, ! = ALLOWED BUILDING HEIGHT 60 FT. c�j 1 POSITIVE DRAINAGE TO AND FROM PI 1 PROPOSED UNDERGRO , INV. 691.00 1 ELECTRIC SERVICE E4S PROPOSED BUILDING HEIGHT 34 FT. o 0 Me i me PROVIDE ES-1 ct C s INVERTS. P D - iM� OF p(f z, LOADING SPACES REQUIRED 0 e �. �.�-,, u 0 N ,4• nv. ._-- Its --tCONNECTION �'` fi1)i �'?'� �''' t TIMING OF WATERMAIN INSTALLATION LOADING SPACES PROVIDED 1 � S � EX. SEWER F.M.F.M CO N� 1RpOR1 � t:7 •� mscwt SCR NI 8' WATERMAIN EXTENSION, FIRE HYDRANT AND BUILDING SETBACKS: • ,.,�.� x � RIM=701.25 EX. METER 80X ASSEMBLY GIONAI- A _ _3 , , I 14 �.� 130 F1• ZN15 SVIEET METER INSTALLATION SHOWN �I AY BE DELAYED TRIP GENERATION REQUIRED PROVIDED i !� PROPOSED 12"x8" TAPPING SLEEVE TO BE REMOVED P PER W�NGNESTT M RE ` S� !rV 64 5 •" DE1a1 .� UNTIL SEPTEMBER 2002. PEW FIRE MARSHALL �, 6TMEDITION ESTIMATES FRONT 75' 113' (PH. 1) O 1 AND VALVE. TAP BY F.C.S.A F.C.S.A REQUIREMENTS ZONEp; RA LETTER OF 12 JULY 2000, ,�d�l ONSITE WATER N° Z� A� ��` SUPPLY SHALL BE PROVOLD FOR FIRE DEPART THIS WAREHOUSE USE WILL SIDE 25' 100' USE' REso MENT USE UNTIL HYDRANTS ARE INSTALLED. GENERATE 87 T.P.D. r' (USED CODE 134) REAR 25' 669.9' (PH 2) THE WINCHESTER} C) 2 REGIONAL AIRPORIT T.M. 64-A-79 � � �• �' CA,4oH/CSC.4LE � ' ZONED: RA � �y USE: AIRPORT ABBREVIATION DEFINITION 40 20 O 40 80 TREE LEGEND CL. CLUSTER PARKING SETBACKS: REQUIRE PROVIDED FRONT 5.0' 38' SIDE & REAR 5.0' 75' PHASE 1 PHASE 2 OFFICE FLOOR AREA 600 S.F. - ASSEMBLY/WAREHOUSE FLOOR AREA 11,400 S.F. 18,600 S.F. ,e> CMP CORRUGATED METAL PIPE ( IN FEET ) �- l BUILDING HEIGHT 18 34 ! ! -�o EO ELECTRIC OUTLET 1 inch = 40 ft. lx 1 " F.F.E. FINISHED FLOOR ELEVATION } EXISTING TREE TO BE REMOVED 4m FH FIRE HYDRANT PLANTING SCHEDULE' 06 GA GUY ANCHOR `1 INV. INVERT MB MAIL BOX MLP METAL LIGHT POLE EN10E PE-1 MP METAL POST / d y!11 + 1 3 0 m ENTRANCE CULVERT DESIGN o D. A. = .92 ACRE C= .35 0 L= 6.8 IN/HR. Tc= 5 MIN. Q10= -2.2 cfs j 7s 15" RCP @ 0.757. j Q Q(full)= 5.7cfs n J Hw/d= 0.70 PVC POLYVINYLCHLORIDE PIPE RCP REINFORCED CONCRETE PIPE 0 SANITARY MANHOLE TCM TELEPHONE CABLE MARKER TR. TRIPLET TRB TELEPHONE RISER BOX TV TWIN WGP WOOD GUY POLE COMMON NAME WIN. S/Z£/H£/GY1T (AT AWE Of FLAMING) SPACING QUANTITY (•) `J�j PIN OAK 1" CAL. ® 4' HIGH AS SHOWN 7 RED MAPLE 1 " CAL. ® 4' HIGH AS SHOWN 4 EASTERN RED CEDAR OR 6' HEIGHT SEE DETAIL 105 LEYLAND CYRESS LILAC OR FORSYTHIA 4' HEIGHT SEE DETAIL 42 ® WHITE PINE 6' HEIGHT 8' MIN. ON CENTER 19 DOGWOOD I' CAL. (0 4' HIGH AS SHOWN 3 EXISTING TREE REMAIN (TREE PROTECTION REQUIRED) NOTE: STRUCTURE SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 3tl, USE GROUP S (STORAGE) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODES THAT APPLY AREA CABO A117A 1992 ACCESSIBLE AND USABLE BUILDING AND FACILITIES. WM WATER METER SEEDING NOTES: WPP WOOD POWER POLE * PROVIDE CG-12 HANDICAP ACCESS WV WATER VALVE Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil RAMPS AS DIRECTED BY VDOT INSPECTOR. 0 ASH and be seeded as follows: 200 Ibs Tall Fescue per ac. CEDAR 12 lb. Annual Rye pper ac. 1000 Ibs. 10-20-20 Fertilizer per oc. NOTES: CHERRY 2 tons agricultural limestone per ac I. ALL SIGNAGE SHAM CONFORM TO THE FREDERICK COUNTY ZONING CODE, ® HICKORY 2 tons straw mulch Per ac. Permanent seeding will occur as the final phase of construction CHAPTER 65, SECTION 165-30, SIGNS. DEVELOPED LOT AREA 7.354 AC. LOT AREA DISTURBED 124,320 S.F. 10,000 S.F. FAR ALLOWED 1.0 FAR PROVIDED .038 .060 MINIMUM LANDSCAPED AREA (25%) 80,085 SQ. FT. LANDSCAPED AREA PROVIDED 290,283 S.F. 284,347.89 S.F. PARKING REQUIRED OFFICE 3 INDUSTRIAL (PHASE 1 &2) (1 SPACE/ EMPLOYEE) 7 (MAXIMUM EMPLOYEES ANTICIPATED) RESIDENTIAL (2 SPACES/UNIT) 2 TOTAL REQUIRED 12 TOTAL PROVIDED 13 IF THE RESIDENCE IS TRANSFORMED TO OFFICE USE, THE OFFICE SPACE WITHIN THE PROPOSED FACILITY WILL BE REMOVED, OR ADDITIONAL PARKING WILL BE PROVIDED CONSISTENT WITH THE INCREASED PARKING REQUIREMENTS. HANDICAP SPACES 1 REQUIRED 2 PROVIDED PARKING LANDSCAPING PARKING LOT PERIMETER 320 FT. PERIMETER TREES REQUIRED 8 (01/40 FT.) INTERIOR TREES REQUIRED 2 (01/10 SP.) TOTAL TREES REQUIRED 10 TOTAL TREES PROVIDED 12 PARKING LOT LANDSCAPING REQ'D. 406 SQ. FT. 0 5% OF 8,125 SO. FT. 30 FT. INGRESS -EGRESS EASEMENT MAPLE Temporary Stabilization: Seeding to stabilize areas left denuded for more than 1 days, but not yet at final grade shall be as follows: 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL UTILITIES ARE TO BE PLACED UNDERGROUND. PARKING LOT LANDSCAPING PROVIDED 788 SO. FT. (9.7%) NO STEEP SLOPES, FLOODPLAINS, WETLANDS, SINKHOLES, WOODLANDS 2' 24' 8.0' Q SILK TREE 60 Ibs German Millet per oc. May through September) 60 lb. Annual Rye per ac. (October through April) 4. NO OUTDOOR STORAGE AREAS ARE PROPOSED. OR OTHER ENVIRONMENTAL FEATURES EXIST 0 THIS SITE. 12' 12' Q OAK 450 lbs. 10-20-20 Fertilizer per ac. 2 tons limestone 5. NO PEDESTAL SIGN IS PROPOSED. 7 6 6-19-00 6-15-00 REVISED PER PLANNING REVISED PER OWNER JDS RAM BITUMINOUS PRIME AND 9.5' ( agricultural per ac 2 tons straw mulch per ac. 6: AT TIME OF EACH BUILDING PERMIT APPLICATION, THE DEVELOPER WILL PAY 5 6-8-00 REVISED LANDSCAPING PER OWNER JDS RAM JDS RAM DOUBLE SEAL. GPINE Seeded areas to be watered and cared for as necessary to provide grass emergence. TO FREDERICK COUNTY THE SUM OF $0.05 PER SQUARE FOOT OF THE 4 03-27-00 REVISED PER FCSA. VDOT AND COUNTY PLANNING COMMENTS RAM APPLICABLE BUILDING STRUCTURE (PH 1 - $600.00 PH 2 - 1360.00) 3 1 02-25-00 REVISED PER AGENCIES COMMENTS J LW R "'_ •,_� tit- - -, -1-.�-:_ .� �-, r;._ r- _ - - -. I �8'218 - - -" o 0 ADD AGGREGATE TO EXISTING DRIVEWAY AS Z W NECESSARY TO ACHIEVE 8" FINAL DEPTH AND o z PROPER CROSS SLOPE. 0 LH Uj o ce- SECTION THROUGH ACCESS DRIVE CATEGORY "C' ZONING BUFFER HAIR LANDSCAPE SCREENING 46 10' 10' 16 10' 2' 3' 3' 2' 3' 2' 2'j S 2' 3' 3' 2' 3' 2' 7 3' AM. DESIGNATED FOR FREDERICK COUNTY FIRE AND RESCUE SERVICES, 2 12-13-99 REVISED PER OWNER UPMEN J.D.S. RAM. 1 11-24-99 REVISED PER OWNER J.D.S. R.AM. NO. DATE DESCRIPTION BY CHK'D. �T H OF 8 1 8-28-00 1 REVISED TO ALLOW DELAY OF WATERMAIN INSTALLATION I JDS RAM L� REVISIONS ° PROJECT c gilbert w. elif f ord & associates, inc. AMK PRODUCTS, INC. NO. Ronald A. Mislowsky, Jrz DATE O CERTIFICATE NO. - 9-24-99 020674 Engineers • Land Planners Surveyors SITE DEVELOPMENT PLAN GHEE• REGISTERED 150-C Olds Greenwich Dr. 200 North Cameron St. PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-2115 FAX: (540) 665-0493 E-MAIL : clifford01 bi red.com -MAT I' i .c FREDER/CK COUNTY VII?G/N/A IOF 5 THE WINCHESTER REGIONAL AIRPORT T.M. 64—A-79 ZONED: RA USE: AIRPORT N/F WINCHESTER REGIONAL AIRPORT T.M. 64-5—D ZONED: RA USE: VACANT 15' EX. SEWER F.M. CONNECTION '�l/F NFl A�RpOR1 RIM=701.25 EG @- �4 4 5-3 ZON�D'R A 1 AL 690 DATUM ELEV 688.00 co 102 i Cxt z .- -24" CMP/RISER (TRASH RACK REMOVED) INV. = 691.50 de JxSx12" Concrete Pad 6" WWF 2" from bottom 692 DATUM ELEV 0+00 1+00 SECTION D: DETENTION POND H: 1' =40 V: 1 "=4' 690.00 co (10 P O N 0 1+00 SECTION E: DETENTION POND H: 1 "=40' V: 1 "= 4' 15.00' ANDREW W. ANDERSON, JR. AND SHEILA T. ANDERSON T.M. 64-5—Dl ZONED: RA USE: RESIDENTIAL TR6 N /F WINCHESTER REGIONAL AIRPORT T.M. 64-5—D ZONED: RA USE: RESIDENTIAL FOR OTHER ADJOINING OWNERS AND COMPLETE BOUNDARY SURVEY SEE SHEET 4. INV. (701,40) GRAVEL ROAD -- -- -- -- -- S .i8'1529" w _ 701.05' Q .i33.10' n4v (701.52) NSF SF ............... ..._................................... ....................�.��.•� 704 \- ._ .......................... • i l � } � ICY•. r I ; ��yyyrrr wf4`(t'Y i•'. (, v :"�'.,.„iy�/{: X ® f,. LIMITS OF DISTURBANCE ti 1 i '•••• ••• •. �� ; - .tom � I — ....-.-.... .. -.._.. _. �... 4 y r; F.I.N.64-5-4 "Y , h • _ . �H �' • � 7.354• ACRES o F ' 130EC-2 Df[CH DISTURBANCE 1--�FkAP 10 TwLINING REQUIRED GaR � . '� F F E aioT.� 1 hFCD -SWM-1 RIM=694.00 INV. =691. 0 '.LIMIT$ OF DISTURBANCE ' 704 �............ .........`�' LIMITS OF DISTURBANCE ,-1 � -• "PRE—DEV" ONE OWEUJNO 6 696 ....... I BRICK _ 712 p3 rnA i MP 15 FT. EMERGENCY WEIR 4 S r 8' TR. 12• 10, TW.t. 21 , s ; :..... N 28,jQ� E • � ` 0 ES-2 J INV.=691.00 CLASS Al RP RAP STING STORM DRAINAGE & STRUCTURE ❑ DPOSED STORM DRAINAGE & STRUCTURE DPOSED CURB & GUTTER AINAGE FLOW STING GRADE DPOSED GRADE DPOSED EASEMENT AREA aPOSED SILT FENCE 5F NSTRUCTION ENTRANCE , RAF' CHANNEL LINING T FENCE INLET PROTECTION CONSTRUCTION NOTES Embankment to be placed and compacted in 8" lifts. No topsoil, organics, or stones greater than 6" diameter shall be used. Material shall be compacted to 95% of maximum density at plus or minus 2% optimum moisture. Core material shall meet the following: Unified classification: SM, SC, ML, MH, CL, or CH. Particle size: 95% passing 112" sieve Plug 10" orifice during construction and provide temporary 6" orifice at 693.0' Fit temporary orifice with 8" dewatering device. l I/? x 1 112' x 3/16' urge Tack Weld to cyli*r Top - 16 Go Corr Metal,Tack Weld to Top All Around Cylinder - 16 Go Corr Metal 112'x1112'x3/16'nnde Tack Weld to cy( r 13' 2' Conc, Block Spacer ' I 4' I,D.--' SECTION A -A TRASH RACK/ANTI VORTEX DEVICE Detail LEVEL SPREADER Gf�APH/CSCALE 40 20 0 40 80 1N F££T 1 inch = 40 ft. 13 ABBREVIATION DEFINITION CL. CLUSTER CMP CORRUGATED METAL PIPE EO ELECTRIC OUTLET F.F.E. FINISHED FLOOR ELEVATION FH FIRE HYDRANT GA GUY ANCHOR INV. INVERT MB MAIL BOX MLP METAL LIGHT POLE MP METAL POST PVC POLYVINYLCHLORIDE PIPE RCP REINFORCED CONCRETE PIPE SANITARY MANHOLE TCM TELEPHONE CABLE MARKER TR, TRIPLET TRB TELEPHONE RISER BOX TW. TWIN WGP WOOD GUY POLE WM WATER METER WPP WOOD POWER POLE WV WATER VALVE ASH CEDAR Q CHERRY HICKORY MAPLE SILKTREE OAK PINE 3 LEVEL SPREADER CROSS SECTION VDOT #3, #357, #5. #56 OR #57 COARSE AGGREGATE IN VARIABLE (MIN. 7') GALVANIZED WIRE MESH BASKET SECURE WIRE MESH TO TIMBER * FILTER CLOTH 6X6 TREATED TIMBER SECURE WIRE TO GROUND 6" MIN. WITH WIRE STAPLE #5 REBAR TO SECURE TIMBER I 7' MIN. 3' 1 UNDISTURBED SOIL MIN. 6 LEVEL SPREADER WITH RIGID LIP * MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC. 3.19, RIPRAP 2 1 OR FLATTER SOURCE: VA. DSWC AND N.C. Erosion and Sediment Control Planning and Design Manual PLATE: 3.21-2 j"7�1►- 5, \ i � 2 R _�'• j 4 �� • • • A A ' • • r- _ - % ♦ t • ! • 4 The, bottom of the curb and J quasi troy be cons>ructtd µaro+lei to the scope of sub surface cuarsen provided n minimum depth of 7" is rVahl ome d Thhht oreo may be concrele ' at the option of the contractor-- This ctrb sholI be sert when design when combnohan mountable curb and gutlrr r. speed 1s greater mart 40 MPH on used, the Standard Enlronce Livllers Or Standard NDte- Crarrb. curb 8 gutter having o radius Rurot highways and 45 MPH In Conned+on tot Street lydersectwns are to rare of 304'or less taiontl facie of cu bi shoo 9eveloped Urban and Suburban the mouMoble rwb cortigurolion tnCtrporared be vo^d to, as radta+ c::mbmo!icn Cufb 8 areas gul ler when :his vo-idarrl 1s it, be tied alto existing This item may be Vecosl 0, fast v' place - barrier Carp, the transition is to be made within K+' or 'he choogt in standards made of requzlr cNta.rlgs w Cre!r. fe be (;hats A3 if cast 1n Dbce, PSI .4000 if µrecas' COMBREFERENCE 4" CURB & GUTTER SIREFERLN E CE VIRGINIA DEPARTMENT 105 �QQy 201.04 TRANSPORTATION 1302 - Xx street OVD odcn cant•.-. CC -IT IRaAas to be at A _ uu lccing na:vav .ho.m on plan!) roan. oy (Radue to be u ` Rodd .nbinotwn ` shown on plons, / •' r-i gutter i / Iw ` _------ 8 r S Sl'd. CG-B; - t" T _ � 1 4. p r. b I X p.. Gael rU IH C.S. . • li. -- - - _....._ e' .%/ ri.' p,' tha+Ml /'.w C aoanewn Jefnl I � �<. '� Etpansron ,b.+t A rJ �, SECTION C-C Not.: wdth -B' i" 0" or a! --�� MastWne roadway et•OaT On !ypicol .t C'•on PLAN VIEW (.� Comvuct Cr ode rnor9es .;tin a P:'oboFc w. r. ICY nboGr. Cur.• Cdge or Sho.A»a z Ma• ,- d or JPSionOt/a Lana - Stnpn fhd+q.- _�+•�=� '� - Mot+rrne Rooarny S - - - - - - - - - - - . when it'd. L'C t1 N �eeA /q Mtf ant•" t)Ulit B { 4e --. -.-- ._ ----4` p r . it'f1K ;wl}aslon with 'r DOT Pralects,pleose SIOPa Ch• oet. resg -� p x X uoryn• Dalemtnl .ha1n. tanebr.rt•e 40 Mi. fStreet Cot!ion to tM fi/w ins q.c•pf any ntbgr ado a one 10' D..l.da1. fo- Car. Ilid1Ent. etobkcotton rah ed for-ktvr.. pa+•inert h.lrl�t can fq omitted n ti Mine tho enlrence ) SECTION A - A Reaalcurb or combnocor cwb and gutter .inns not be eenrtrucled be"" the R;w Ira. .."of for r eo gcemenl p.•pa!<s Guidelines for Grade Change D wnen o-sed inconiunclico .nth slo"dord g Ca 3 a CC 7. the Curb -ace inn this standard -s to be od'utted to match the E,f, r . VoA.'m. of..obb Ne,___ curb confgwohon. Man I.mw. than +Sao VPO) U 3 i See Standard CC 12 for Curb Romp d.tign In be sad with five Standnrd Medkam (500-1500 VPD) 5 3 z e Y when tM trance .odY cannot oc crvnmodal• tar 'Les! lMn 500 VPGI '. B / B / Ine turn",g re4,*ern•nts oI enrlcipoley d hear+ • 1ruelr traffic, conslderobon snevd be peen hb .ncr.asin theda Ih o! adiOce^! PrOpdtld ' IldeNak 10 inGlws xoptloraipr • may b• Mood for entrances In cvt sections apttond fbw6no may ,eq, . ear Ping of a pwtan of gvtter, to preckrde Pending of .ator �rE>iN� I METHOD OF TREATMENT- CGNNFCTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENI RA"4CIES VIRG'NIA DEPARTMENT Or TRANSPORTATON 203 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4 X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. IIIII� FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) 4. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and Fabric FUta Barriers for Sediment Control,VL DSW PUft 3.05-2 Sherwood and >haat Prune codominote leaders DO NOT prune terminol leader or branch tips Prune rubbing or 1 cross branches DO NOT stake or wrap trunk unless necessary Remove all taps and labels Cut away all baling ropes Remove top of wire basket Prune narrow crotch angles and water spouts Prune broken branches Prune suckers /131� 2"-3• mulch kept away from trunk Soil well to contain water p ` o UNAMENDED backfill soil p \ Q. • Partially backfill, water to Widen and score hole wall q• p settle soil, finish backfilling Remove container and cut circling Area for water drainage Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER D= no scale cc to �' uq C:+4T gal. w7p„ e• aria ewA t►r- RADIAL. PLAN• A i- '!Q PrMssode w o - who ro _ cennranl,a, .,•,. - Vdwdf r / Id' I G STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING A PAVEMENT 3' 51 FILTER CLOTH 6" MtN. A MOUNTABLE BERM OPTIONAL? XISTING GROUND SIDE ELEVATION 70' MIN. B _ VASHRACK IN. valn.I.rs �t 012' MIN, �STING tMIN. EMENT 4 VDOT #1 POSITIVE DRAINAGEIN. COURSE AGGREGATE B + TO SEDIMENT TRAPPING DEVICE ' MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION SECTION A -A KLIM IJKLLL (_UNk_KL t L SECTION B-B L11<H1N JJlpke SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.01-1 JW-1) r. 4- WOOO RAIL - rr e' Roual SARI ODOM 4• LONG SIAPE FOR ORARdh,El w/T' OVEIaAP 6Kb' (TREATED) FOTa Y Ot f ! 4•. 4• WOOD RA.- V CONCRETE SUB w% 6A A _ 10RE MESA (SEAL CONCRETE --� SUB AGAWT CAUSE ABSOFPTON) 2 w. C1NCREIE DIPN9011 ,IOef1 AT FWTNC x /- EACH P051 FDOW % (l1WfJ4. 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Sra cc -__...__.. _. ._-___...__r•.d ____.-._-_-._... .� f)fJsA Rap SWI, ru' a_obo a n.uh_ warped lfd p CGf - ---.. ... _ Fha.d sMu a( c b rs p it,So p„r.d ..nrWaNco•.y .iih ra... fuar r r rs V Pw r rNssottt rrltira,rrA%r idrt.an'Pla"rso pars. l' off cnecart.,trw AISP De trolaw for soul aws r% my pit/,dal•4 tro•ao 'Jot,l,cha• Prrasr i •pas tPJaer W­Ff. purr pxw:r d /rresr cornett $/YA') to <YW/ AJ, SEC1 �N A A cwr dares MA slaws d ant rat parosi a cop Pin pat. t gar, IK "A of wry 4y. Ptfrllm.m -at. ^or IRS a, gars o t7'c-c CWO lagnt wllf A. Awas;r.o Wd WAI fur ar if. .V.raaf ww frhu fir IfyuraAk C.-V Pr,tVsseas Cwrrr,,ptw Cnr "Arf Sbw.wr and Eli— INI01.0of. slderpr rwtateftlnpora -stop u./ra,rw,.. Cwarrare ad µO..M4m rl dn.nfw W A -It a not nu w We IMWW In poynt.d For cwt,/atrb ono alter. __.-.• wn.t "m d In cW1"fIW1 Wirt, Sfu iad Cc.3 or Cc r, rfe «tee foes on r44 Ssodaru Is _._ • _. '-. ,-_.,i..-. - .. �.. b b. ao/uslo to aVrh Ile ,r Pkfre rwre ra Worlon SFCTION R 8 6AxossrbN ado /s tVrntd oar o Luonfh .au Cwb .Rm>.0 are to Pt faded w ihafA m his paid a as deriolor, p In, fnyner. to u-Vdl woad 4nsAst.rlrM and s4 �S y fxpoiod Poor,C__rlfy uv arc I"'etoonrs of a Tray wt so Ls Pro' d doIrdrstrd/oa..te✓aff an onassa o �..,:e Of •hd,, ire ivy✓ very t/ a fova lw faLnlry cfosau a 9-b Ir W." or virus .rheas 11 Wou swap" slan.pf faulty tRa can 10 ev.00cfed,"Wed and n/441% WIP-led or nan•lsrii lly Adli Of off4r imam PWP4PU:IWn ;rrasrMfs AS sM.n an #sear rreortrnt .lien ,.pfAar slgrpf m aWb"M uyt/ sissy ord Mat I v7, tnyYa rpsx t rts4 arts T � rn Was a, scars ay 110 EIV. W, MLUAd M I* focafed AWsn .oNc4 wain tins. £.tyfep MON pylyttrs lyarons a'ad fwrs.dc .luoaa d -f tt,nw.d. CURB RAMP RrrLRr»-E (PFRSONS W/f H M0E34./1 Y MV:'AIRA/E N7 5) sae �saq VdKJNA[XPARrrEr Of TRANSPcwrAr,nN w4 SECTION A I IV-D• W 6' CONCf�TE 12 FT. FAlfD POST i n N GRl PLAN VIEW 10'-T FRONT ELEVATION STANDARD TRASH ENCIAS M DETAIL 1 TOLES IN CONCRETE LACK GATES N OPEN 0 CLOSED POSITIONS. 24• LOW 3/8' RODS GRADE ON) .--OE TAIL I Dfnal z DETPIi3s 1 1 �I,AI Y _ i_ L yT ._..__ .1 t •��yrt.4. I r' K.� , r\ 1 ij��-•- f•:` w - '. • .. t ^ * I, ri.z own '+u* li's t �'• sCcrtoN A -a sLs. T :R4 A A rra�rF+w arT r crlrvT" rile 4-A •Drawrr.r b <.Ar n,'.t.rro.r ._�..._ __.___ ._._. n.0•`ne.• .qrt pare •.+Mr^Nru a". s»4yM" ... .-. NOTES . •rhwl. •MN r r^..+e.un a a»a.r"t ..".n,.et".r„Nyn • .M n. Rf «.arq wf ' aY � I •� s ' t-.__ - I C:7`'' 'f. f w �. ,.wr...,.. or r...n r...• ,a». n .<.«ra=+ SEC" "A 6-el Cmw ll Y • •n. rw+" •r f nw. .e" w ro-gar +.+. "pear. e,rn.. ".a^. ur w,•. 11E« FEA[,NC.E.-' STONE FOR EROSION CONTROL �Uz�4-03 �NiaNU PARTMENT �,_,-,,,��µ 4" TIiAN3PORTATION 0. general backfill general backfill 8„ `- n4" carefully compacted J24" carefully compacted select backfill 4 % , select backfill stone T aggregate' L v 6„ D 6" 112 O.D. 6 concrete stone aggregate STANDARD CONCRETE CRADLE general backfill T- general backfill .rt 11 J! $,. .-a.. 8"- 8" 24" carefully compacted concrete elect backfill compaclted i-� 24 select backfill 16" O.D. O.D. 6" r< 6" stone aggregate concrete CONCRETE ARCH CONCRETE ENCASEMENT TRENCH & BEDDING Figure 1 METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 in. Dial. Non -Traffic M32C-PW Traffic A32HH - T 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Note: 1 /2" thick polyethelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) treated 2"x 4" with top painted blue meter cover set 2" above fin, grade prior 1 d„ varies as required to sodding corporation stop 18"_21^ 3" stone bedding meter b f.C.S. y A meter box surrounding box ongll (check valve 36"min. with drain valve 45' g"min. angle yak ball valve U type K copper tubing, continuous water without joints from 2 ft main o meter main 6" stone bedding METER SETTING PARTS line size meter size y angleangle yoke ball valve angle check valve expansion wheel 3/4' 5/8"x3/4 Y502 BA94-223W HHCA94-323TD-G EC-23 i" 3/4" Y504 BA94-344W HHCA94-323TD-G EC-23 1" 1" Y504 BA94-444W HHCA94-444TD-G EC-4 ,--transition to meter setting as required curb & gutter Street tr to w m M INSTALLATION NOTES:i`lew:ill 1. Exact location of meter box assembly r> to be approved prior to installation. f 2. Water service crossing street shall be ty-" encased in 2" dia. SCH40 PVC or M 3 F'F~r i SOR21 piping. The piping shall run from 3/4" type K one foot beyond sidewalk, across the copper for street, to one foot beyond sidewalk. single meter installation 1 "0/4" wye DUAL METER INSTALLATION 5/8", 3/4" & 1 " METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 trench width •, as re uired 6" dia. schedule 40 • ,. , steel pipe filled with 3' ' , • concrete and painted yellow, 7. 0 18' dia. 1 '-6" concrete encosement concrete thrust block BOLLARD DETAIL direction of setting to be approved prior to installation os required concrete pad 1'-6" sq. x 6" deep 2" min. - 6" max. 7of7topof screw type adjustable I valve box one locator peg megolugs t `%+ �`r+`r• PAN W mechanical joint swivel tee with 6" branch `\r FIRE HYDRANT ASSEMBLY Figure 9 END-SECTILA 12'-e0' PIPE ALTERNATE END -SECTION 12"- CO' rift hob wra ,, -11.1 n,d ,.,rat, �SpeMerre tXrhl.!thN'fNrtA+M -r X f eancrele to be 4000 PSI Mm ti„b nanrf .,d- se0- r'Ssrem n.bn a+Nlyd-.•CnOn. _�.--•-" x f; = x __. i to be ,i---_ ! 4000 PSI Wr. PLAN PLAN .�.,r,.r z ar _ � I a or % <ZJ- slocTloN x x END vlEw f• c T t -SirI , `==Y/ �sECTaxa x-x dip view E TION Etta- TION piAl1 A _ a 1 G 0 1 E+.._. Of,2/ OR _ : ... W.. SIR r 9"... d 0" h 3 24° 3'•Yz`e" fi'•I T 4-a" 30r Cr 4'-6 ; t ro S4 _ 2-3 -5 L' 9 9-2j .. ___ .� 'f. _. '•. . 1t - - n. } 1 • 1 l- _ ... 4.:6--.-L:1 Et.. •�MMNNi, 774 6�qqjj - _...f.... ( � NOTE ��. fe•g1h14 4•tbrr ;npPn. un love/or traFS•clror te.N^.now.+ _Ior`w Vote " ~�-�"•.. b rah rl..a' dens: :nu•no• e^o h• .., e. ,veune or 3PECWICATICN REFERENCE _ -�- - - FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS 1 V.RGINIA DEPARTMENT t _ TRANSPORTATION Ia2. 11 k- NO. DATE DESCFUPTION REVISIONS filbert we elif f ord t& T* a880date8, ine. AMK PPODUCTS, INC. old A. Mislowsky Jr2 o CERTIFICATE NO. - 020674 Engineers • Land Planners Surveyors MISCELLANEOUS/ DETAILS REGISTERED 150-C Olde Greenwich Dr. 200 North Cameron St. PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-2115 E-MAIL : clifford01 bi red.com FAX: (540) 665-0493 E-MAIL : awcliffOmnsinc. orn I FREDER/CK COUNTY e BY I CHK'D.I DATE 10-- 13-99 SHEET VIRG/NIA OF-5- 0 Y n 1\ 1 i n ` Cn 1 'O I .wPl 3 t 1 Iva THE WINCHESTER REGIONAL AIRPORT_ T.M. 64-A-79 ZONED: RA USE: AIRPORT 4 I ENTRANCE CULVERT DESIGN D. A. = .92 ACRE C= .35 L = 6.8 IN/HR. Tc= 5 MIN. Q10= -2.2 cfs J' 15" RCP ® 0.759 i Q(full)= 5.7cfs Hw/d= 0.70 NOTES: 1. CONTRACTOR TO EXERCISE CAUTION DURING CONSTRUCTION TO AVOID CONFLICT WITH EXISTING UNDERGROUND UTILITIES. 2. PRIOR TO ISSUANCE OF LAND DISTURBANCE PERMIT, PROOF THAT V.D.O.T. HAS ISSUED A TEMPORARY ENTRANCE PERMIT WILL NEED TO BE PROVIDED. HANDICAPPED ACCESS RAMP REQUIRED AS DIRECTED BY VDOT INSPECTOR. 4 N/F ANDREW W. ANDERSON, JR. N/F FOR OTHER ADJOINING OWNERS AND WINCHESTER REGIONAL AIRPORT AND SHEILA T. ANDERSON WINCHESTER REGIONAL AIRPORT 1N3Ad013A3010N'INNd1dd0'ld30 COMPLETE BOUNDARY SURVEY T.M. 64-5-D j 1- FIRE HYDRANT T.M. 64-5-D1 ZONED: RA I (SET 3 FT OF EDGE ZONED: RA I T.M. 64-5-D SEE SHEET 4. ZONED: RA OOOZ T 0 AIQn) OF PAVEMENT, TWO) EVERGREEN SCREEN IN LIEU USE: VACANT USE: RESIDENTIAL USE: RESIDENTIAL a�nl��� BOLLARDS REQUIRED) 1 190E LANDSCAPE SC ING OF BOARD FENCING. INV. (701.+0) SEE DETAIL THIS SHEET ,7wP I GRAVEL ROAD � S 3875 29 W 701.05 10.41 NV _ R .33i10 - - - - - -- - - 5 FT. PARKING SETBACK (ALL AROUND)ILP V - - -- - - - - - -- - -- --- - -- - r co 4 AT 0 W_. m "• TP. \ �o��. 8 _ NEW METER BOX -9 EMBLY. EX. METER IS TO BE RESET INTO NEW METER BOX W ASSEMBLY. F.S.C.C. 0 INSTALL METER WHEN PROJECT IS COMPLETE. LIMITS OF \ RELOCATED PUMP STATION CLEARING MAINTAIN EXISTING TREES AS BUFFER --,_ \� TO BE INSPECTED BY �o ( ) - TO EXISTING RESIDENTIAL ZONING. \ s FREDERICK COUNTY - '- - -- - - -- - - - N /F THE WINCHESTER REGIONAL AIRPORT POWER POLE TO BE T.M. 64-5-4A RELOCATED AS NECESSARY. ZONED: RA -VDOT COMMERCIAL ENTRANCE USE: VACANT (CG-11) N / PAVEME1v C M ADJUST GUY WIRE OUT OF PAVEMENT i \ X I 12'x45' LUG • �_ SIDEWALK TO CH CO RE1E DUMPSTER PAD. i i __ PR DE OPAQUE SCREEN 2 PAVEMENT EL ATiON \ \ 1 2` U DU / 8" 218 SURFACE FEN ;S�AND GATE, 3 ' (SEE DETAIL SHEET 5) POLE MOUNTED HANDICAP PARKING i/ / PNASE 1NG SIGNS INSTALLED PER VIRGINIA _ EA EMtN3 / 0 5 x5 CONCRETE STOOP WITH j STATE CODE SECTION 36-99.11, Q � ��p� � ` 8 STEPS AND RAILING. ��/ 1 I� 709• 64 � 4 CONNECT TO EX. PRIVATE FORCEMAIN - wPP r 4" SEWER LATERAL 10"2° c� " ��j>� 2� 7.V54 ACRES I�EX. ENVIRONMENT ONE GRINDER PUMP STATION fppkE�- TO BE RELOCATED cARa� IT TW • •) ��' �� _ c. tEL+- so 9.q-T8 RtL LINE---- W ASPHALT \ r-RIM=0(}--' '�' a PROPOSEQ _ - V =69 t. 0 MAINTAIN EXISTING TREES A` PROPOSED 4 CONDUIT -� _- _ -- c_ POWER POLE TO BE 24 _--- GAS SERVICE g TO EXISTING RESIDENTIAL ZC Nv. (�0,.,4 - �` 1-6"-90' BEND RELOCATED AS NECESSARY. 2 _ -_ _ ,u.c. M`p 1-6" G.V.` EX. SEWER SERVICE TO RESIDENCE � -c EXISTING POWER I TO BE ROUTED TO NEW GRINDER - W r GASH` TO BE REMO'rFD -3/4 TAP 1- F.H. ASSEMBLY PJMP LOCATION. � / LIMIT CLEMNG RAVEL NCCES . `Rw1=70693 �31VE� j RY �` (SET 3 FT. OFF OF J -� - III, c. TEEr� EXISTING -• j BUFFER 2.--�' pNE S UINv - ii1tEMEN�- MAINTAIN EXISTING TREES AS BUFFER f gUMR 'PICK p p� e EDGE OF P c, -- TO EXISTING RESIDENTIAL ZONING ,N is 1-8'x6"Tf F B F.F.E. N;E_W_ 3_/4" METER % 15,_ 4' ____ Ex. ,rani. (701.52) --/ 1 I 1-6• GATE tVALVE &_BOX /f-'- "'P BOX ASSEMBLY. FCSA - - FUTURE ENTRANCE 5Y COT 1 I r. TO INSTALL METER. 20 FT W Ea EASEMENT --- ,_._ EX. INV. (701.52) t EXISTING RESIDENCE TO REMAIN IN �1 i r 2 -- +G��-l�_r EXISTING" 12" CMP TO BE REPLACED } ' y s I 12 ,o rW (POSSIBLE OFFICE �t� EVERGREEN SCREEN IN LIEU - N 28�1 `� E 5• WITH 15 CMP. INV, IN= 701.50 �� ° OF BOARD FENCING, _ INV. OUT= 701.10. REGRADE TO PRO _ POSITIVE DRAINAGE TO AND FROM PI PI '' 1 PROPOSED UNDERGRO INV.=691.00 EX SEWER F.M. CONNECTION D ELECTRIC SERVICE \ RIM=701 25 INVERTS. P r) N 4 TIN�'� 31µQ ZREES ` OF EXIS PROVIDE A 2" BALL VALVE AND TRAFFIC BEARING VAULT AS N / QRT, �- - DIRECTED BY F,C.S.A EXISTING WATER METER TO BE AIRF \ !_ �-� ---------- RELOCATED OUT OF PAVEMENT ESTER REGinNA3 ,/ �` ,a �- 1USCApE SCREENING BY F.0 S.A WINCH 6h_5 L TNIS SNE PROPOSED 12"x8" TAPPING SLEEVE T .M _ SEE AND VALVE. TAP BY F.C.S.A StD� USE-. RE z z 0 :�'y _*d. 2 m ENTRANCE PE--1 30 FT. INGRESS- 24 12' - -- BITUMINOUS PRIME AND DOUBLE SEAL. � r4•.1' 12' 9 5' 14. r' ADD AGGREGATE TO EXISTING DRIVEWAY .AS w NECESSARY TO ACHIEVE 8' FINAL DEPTH AND o PROPER CROSS SLOPE. Cl- g 3 SECTION THROUGH ACCESS DRIVE 8.0E ABBREVIATION CL. CMP EO F.F.E. FH GA INV. MB MLP MP PVC RCP TCM TR TRB TIN. WGP WM WPP WV 0 0 0 I 0 O FIN11ION CLUSTER CORRUGATED METAL PIPE ELECTRIC OUTLET FINISHED FLOOR ELEVATION FIRE HYDRANT GUY ANCHOR INVERT MAIL BOX METAL LIGHT POLE METAL POST POLYANYLCHLORIDE PIPE REINFORCED CONCRETE PIPE SANITARY MANHOLE TELEPHONE CABLE MARKER TRIPLET TELEPHONE RISER BOX TWIN WOOD GUI' POLE WATER METER. GRAP(AC SCALE 40 20 0 40 80 ( /N FEET ) 1 inch = 40 ft. PLANTING SCHEDULE COMMON NAME Aft SfflhCCfiT (AT ME 0- PlAVW) SPACING O&ANTITY (•) } PIN OAK I' CAL. ® 4 ' HIGH AS SHOWN 7 0 RED MAPLE AS SHOWN - 4 - 1' CAL. ® 4' HIGH iA TERN R£D CEDAR OR 6' HEIGHT SEE DETAIL 1Q5 LEYLAND CYR£SS LILAC OR FORSYTH14 ----- 4' HEIGHT _-- SEE DETAIL 42 WHITE P/N£ 6' HEIGHT 8' MIN, ON CENTER 19 DOGWOOD - I' CAL. ® 4' HIGH - AS SHOWN 3 WOOD POWER POLE SEEDING NOTES: WATER VALVE Permanent Stabilization: WI disturbed areas not paved shall receive a min. 6 in. topsoil ASH and be seeded as follows: 200 Ibs Tall Fescue per ac. CEDAR 12 lb. Annual Rye per ac. 1000 lbs. 10-20-_0 Fertilizer per ac. CHERRY 2 tons agricultural limestone per oc 2 tons strow mulch per ac. HICKORY Permanent seeding will occur as the final phase of construction MAPLE Temporary Stabilization: Seedinq to stabilize areas left denuded for more than 7 days, but not final -follows: yet at grade shall be as 60 Ibs German Millet per cc. (May through September) SILK TREE 60 lb. Annual Rye per cc. (October through April) 450 Ibs. 10-20-20 Fertilizer OAK per ac. 2 tons aggricultural limestone per ac 2 tons sfraw mulch per oc. PINE Seeded areas to be watered and cared for as necessary to provide grass emergence. NOT TO SCALE CATEGORY "C" ZONING BUFFER TITH LANDSCAPE SCREENING 40 - .� 1010' 10 ._ -. 10� 2' S 3' 2' 3' 2' 2' 3' 2' 3' 1 3' 2' 3' 2' 2' 3' NO ARE AT TREE LEGEND EXISTING TREE TO BE REMOVED EXISTING TREE REMAIN (TREE PROTECTION REQUIRED) 0 NOTE: STRUCTURE SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 3fi1, USE GROUP S (STORAGE) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODES THAT APPLY AREA CABO A117.1 1992 ACCESSIBLE AND USABLE BUILDING AND FACILFIIES. • PROVIDE CO-12 HANDICAP ACCESS RAMPS AS DIRECTED BY VDOT INSPECTOR. NOTES: 1. AL SIGNAGE SHALL CONFORM TO THE FREDERICK COUNTY ZONING CODE, CHAPTER 65, SECTION 165-30, SIGNS. - PROJECT SUMMARY 1- 955.2 TAX IDENTIFICATION NUMBER 64-5-4 EXISTING LOT AREA. 7.354 ACRES LEVEL SPREADER ZONING M-1 CURRENT USE RESIDENTIAL PROPOSED USE INDUSTRIAL /RESIDENTIAL ALLOWED BUILDING HEIGHT 60 FT. PROPOSED BUILDING HEIGHT 34 FT, LOADING SPACES REQUIRED 0 LOADING SPACES PROVIDED 1 BUILDING SETBACKS. TRIP GENERATION REQUIRED PROVIDE ITE, 6h+EDITION ESTIMATES FRONT 75' 113' (PH. 1) THIS WAREHOUSE USE WILL SIDE 25' 100E GENERATE 87 T.P.D. REAR ' 25 E 669.9PH 2 { ) (USED CODE 134) MASTER PLAN AS ALLOWED BY SECTION 165-123.B OF THE FREDERICK COUNTY ZONING ORDINANCE, THE DIRECTOR OF PLANNING AND DEVELOPMENT HAS GRANTED A WAIVER OF THE MASTER DEVELOPMENT PLAN REQUIREMENT. FIRE LANE PROPOSED WWRETE PROPOSED PRIME & SEAL PAVEMENT UTILITY PEDESTALS EXrSTu1G STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN EXISTING WATER MAIN PROPOSED FIRE HttXtANT PROPOSED GATE VALVE & BOX PROPOSED CURB & GUTTER EXISTING SAN SEWER AND MANHOLE PROPOSED SAN ;EWER AND MANHOLE PROPOSED UNDERGROUND ELECTRIC SERVICE PROPOSED UNDERGROUND TELEPHONE SERVICE PROPOSED GAS SERVICE - PARKING SETBACKS REQUIRE PROVIDE FRONT 5.0E 38' SIDE & REAR 5.0' 75' PHASE 1 PHASE 2 OFFICE FLOOR AREA 500 S.F. - ASSEMBLY/WAREHOUSE FLOOR AREA 11,400 S.F. 18,600 S.F. BUILDING HEIGHT 18 34 DEVELOPED LOT AREA 7.354 AC. LOT AREA DISTURBED 124,320 S.F. 10,000 S.F. FAR ALLOWED 1.0 FAR PROVIDED .038 .060 MINIMUM LANDSCAPED AREA (25%) 80,085 SQ. FT, LANDSCAPED AREA PROVIDED 290,283 S.F. 284,347.89 S.F PARKING REQUIRE OFFICE 3 INDUSTRIAL (PHASE 1&2) (1 SPACE/ EMPLOYEE) 7 (MAXIMUM EMPLOYEES ANTICIPATED) RESIDENTIAL (2 SPACES/UNIT) 2 TOTAL REQUIRED 12 TOTAL PROVIDED 13 IF THE RESIDENCE IS TRANSFORMED TO OFFICE USE, THE OFFICE SPACE WITHIN THE PROPOSED FACILITY WILL BE REMOVED, OR ADDITIONAL PARKING WILL BE PROVIDED CONSISTENT WITH THE INCREASED PARKING REQUIREMENTS. HANDICAP SPACES 1 REQUIRED 2 PROVIDED PARKING LANDSCAPING PARKING LOT PERIMETER 320 FT. PERIMETER TREES REQUIRED 8 # /40 FT.) INTERIOR TREES REQUIRED 2 (01/10 SP.) TOTAL TREES REQUIRED 10 TOTAL TREES PROVIDED 12 PARKING LOT LANDSCAPING REQ'D. 406 S0. FT. 0 5% OF 8,125 SQ. FT. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. PARKING LOT LANDSCAPING PROVIDED 788 SO. FT. (9.7%) 3. AL. UTILITIES ARE TO BE PLACED UNDERGROUND. NO STEEP SLOPES, FLOODPLAINS, WETLANDS, SINKHOLES, WOODLANDS 4. NO OUTDOOR STORAGE AREAS ARE PROPOSED. OR OTHER ENVIRONMENTAL FEATURES EXIST ON THIS SITE. 7 6-19-00 REVISED PER PLANNING JDS RAM 5. NO PEDESTAL SIGN IS PROPOSED. a 6 6-15-00 _ REVISED PER OWNER JDS RAM 6. AT TIME OF EACH BUILDING PERMIT APPLICATION, THE DEVELOPER WILL PAY 5 6-8-00 REVISED LANDSCAPING PER OWNER JDS TO FREDERICK COUNTY THE SUM OF 10.05 PER SQUARE FOOT OF THE 4 03-27-00 REVISED PER FCSA VDOT AND COUNTY PLANNING COMMENTS RAM _RAM APPLICABLE BUILDING STRUCTURE (PH 1 - $600.00, PH 2 - $360.00) 3 02-25-00 REVISED PER AGENCIES COMMENTS J.L.W. R.A.M. DESIGNATED FOR FREDERICK COUNTY FIRE AND RESCUE SERVICES. 2 12-13-99 REVISED PER OWNER J.D.S. R.A.M. 1 11-24-99 REVISED PER OWNER _ J.D.S. R.A.M. ---------- NO. DATE DE8CRIPTION BY CHK'D. 11 0 F 9 10-31_00 REVISED ENTRANCE PER OWNER _ � JDS- �� P L� 8 1 8-28-00 1 REVISED TO ALLOW DELAY OF WATERMAIN INSTALLATION JDS RAM REVISIONS ,� . PROJECT N f PdAt , �gilbert w. clifford & a88oeiate8, inC. MINK PRODUCTSINC.DATEv10 Mlslowsky, Jr. O CERTIFICATE NO. - 9-24-999F-IEET v Q206r74 � Engineers Land Planners Surveyors SITE DEVELOPMENT PLAN REGISILERED 150-C Olde Greenwich Dr. 200 North Cameron St. PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-2115 FAX: (540) 665-0493 5 E-MAIL : cliff ordO1 bi red.com E-MAIL wcliff®mnsinc.com FREDER/CK COUNI VIRG/N/A I OF N/F WINCHESTER REGIONAL AIRPORT T.M. 64-5—D ZONED: RA USE: VACANT ANDREW W. ANDERSON, JR. AND SHEILA T. ANDERSON T.M. 64-5—DI ZONED: RA USE: RESIDENTIAL wre lii• 1D� i _ _ R, 333.10' � 1 ONE p�LONC BRICK 712 03 FFE.— N/F FOR OTHER ADJOINING OWNERS AND WINCHESTER REGIONAL AIRPORT COMPLETE BOUNDARY" SURVEY T.M. 64-5—D SEE SHEET 4. ZONED: RA USE: RESIDENTIAL INV (701.40) GRAVEL ROAD S 387529" W _ _ 701.05' �— •� NV (701V) — — s� �.�-- LIMITS OF DISTURBANCE X90 F 10 Tw. 7C2 704 LIMITS OF DISTURBANCE P.I.N. 64-5'4 7.354 ACRE5 130' 1EC-2 DITCH LIMITS OF DISTURBANCE 4' - LINING REQUIRED. `L SWM_ I r— RIM=694.00 INV. =691150 LIMITS OF DISTURBANCE 15 FT. EMERGENCY WEIR - A T c e• 10" Tw N 2871 ku --� tTRa ,TIN i _ INV.=691.00 LEVEL SPREADER EX. 'SEWER F M. CONNECTION ' ` . TIC 7 a RIM-701.25 P (_) i 4• TM CLASS Al RIP RAP ABBREVIATION DEFINITION 1 T C 1 1.75 PROWDE A 2" BALL VALVE AND E / =': ` .: -- CL. CLUSTER l TRAFFIC BEARING VAULT AS DIRECTED BY F,C.S.A. N/�,'oNNL AIRppRZ / CMP CORRUGATED METAL PIPE RE `` �. WINCHESTER ,� 4 OELECTRIC OUTLET `*� �•M. 64" RA5_ 3 �- --' '° F.F.E. FINISHED FLOUR ELEVATION ZONES N n PL r r FH FIRE HYDRANT tiya SIDE 1 USE. RE� GA GUYANCHOR CAAPH/CSC.4LE INV. INVERT THE WINCHESTER 'I 40 f0 ;, 80 MB MAIL BOX REGIONAL AIRPORT ---- MLP METAL LIGHT POLE T.M. 64- A- i9 �f °Y _ _ _ —/N FED MP METAL POST ZONED: RA ,�, � '' . LEGEND --- — ---- -- 1 inch = 40 ft. PVC POLYVINYLCHLORIDE PIPE USE: AIRPORT RCP REINFORCED CONCRETE PIPE EXISTING STORM DRAINAGE & STRUCTURE 1 11? x 1 1/2' x 3/16' angle SANITARY MANHOLE PROPOSED STORM DRAINAGE & STRUCTURE -- --- — Tack Veld to cylinder ~� TCM TELEPHONE CABLE MARKER PROPOSED CURB & GUTTER \� TR. TRIPLET TRB TELEPHONE RISER BOX DRAINAGE FLOW TW. TWIN EXISTING GRADE I RA I WGP WOOD GUY POLE s$� PROPOSED GRADE �J-— WM WATER METER WPP WOOD POWER POLE PROPOSED EASEMENT AREA ---- ---- — — WV WATER VALVE PROPOSED SILT FENCE SF / 0 ASH CONSTRUCTION ENTRANCE ® l CEDAR rh C9 �� o �PLAN G �' i o RIP RAP CHANNEL JNING CHERRY Top Vetd to Top Ali Around \N 4A, � � ¢ ? can c4 Cr? 15.00' c HICKORY Egg SILT FENCE INLET PROTECTION �CCLj >t a �l1 "' Cylinder - 16 Go Corr Metal �_ - _It _� — — 696 69g CONSTRUCTION NOTES ''/2� Tck' Veld to'eyl•° _ 1r MAPLE ., = _4" GMP,•RISER (TRASH RACK REMOVED) TOP OF DAM 697.0' Embankment to be placed and compacted in 8" lifts. maft 0 SILK TREE 694 696 No topsoil, organics, or stones qreater than 6" diameter 2' Conti Block Spacer Q OAK {)R1 ORIFICE INV. - 691.50 r WEIR INV. = 695.0' shall be used. Material shall be compacted to 95% of PINE / �1,,M �- �I \ maximum density at plus or minus 2% optimum moisture. 692 - 694 � � 36, LEVEL SPREADER i Core material shall meet the following: I� , Pr de 3 x3'x 12" Concrete Pad I Unified classification: SM, SC, ML, MH, CL, or CH. SECTION 1A' A — 690 T 75% 6" - 6". WWF 2" from bottom 692 Particle size: 95% passing 1 2" sieve 4 10-31-00 REVISED ENTRANCEPER OWNER JOS �51n. I P 9 >/ — Plug 10" orifice during construction and provide temporary 3 6-8-00 REVISED LANDSCAPING PER OWNER JOS DATLtM EIEV DATUM ELEY TRASH RACK/ANTI VORTEX DEVICE 2 02-25-00 REVISED PER AGENCIES COMMENTS _— _ J.L.W. 6" orifice at 693.0' Fit temporary orifice with 8* dewatering Detail 1 12-13-99 1 REVISED PER OWNER J D.S. t1 T device. Lt N NO. DATE DESCRIPTION_ r BY 0+00 1+00 SECTION D: DETENTION POND H 41 0 V: 1 "= 4' 1+00 SECTION E: DETENTION POND H: 1 =40' V: 1 "=4' 0 Q d0*1 t' t r r r t NOTES: 1. CONTRACTOR TO EXERCISE CAUTION DURING CONSTRUCTION TO AVOID CONFLICT WITH EXISTING UNDERGROUND UTILITIES. 2. PRIOR TO ISSUANCE OF LAND DISTURBANCE PERMIT, PROOF THAT V.D.O.T. HAS ISSUED A TEMPORARY ENTRANCE PERMIT WILL NEED TO BE PROVIDED. v HANDICAPPED ACCESS RAMP REQUIRED AS DIRECTED BY VDOT INSPECTOR. z rn -o �� tt l 3- lO CURB 7a A� Z' 3cl , wvr t , d, a r 1t 1 A `: - �4 ,O Jf THE WINCHESTER, REGIONAL AIRPORT T.M. 64-A-79 ZONED: RA USE: AIRPORT 7) I ENTRANCE CULVERT DESIGN D. A. = .92 ACRE C= .35 L= 6.8 IN/HR. Tc= 5 MIN. Q10= -2.2 cfs J 15" RCP ® 0. 757. Z Q(full)= 5.7cfs Hw/d= 0.70 POWER POLE TO BE RELOCATED AS NECESSARY. - MIT COMMERCIAL ENTRANCE N /F WINCHESTER REGIONAL AIRPORT T.M. 64-5-D ZONED: RA USE: VACANT N /F THE WINCHESTER REGIONAL AIRPORT T.VI. 64-5--4A 70NED: RA USE: VACANT ANDREW W. ANDERSON, JR. I N/F FOR OTHER ADJOINING OWNERS AND i AND SHEILA T. ANDERSON WINCHESTER REGIONAL AIRPORT 1N13Ad013A30/9NINNV1dd0'1d3G COMPLETE BOUNDARY SURVEY i 1- FIRE HYDRANT T.M. 64-5-Di T.M. 64-5-D SEE SHEET 4. � \ - (SET 3 FT OF EDGE ZONED: RA � ZONED: RA OOOZ T 0 /In�J OF PAVEMENT, TWO) USE: RESIDENTIAL EVERGREEN SCREEN IN LIEU USE: RESIDENTIAL BOLLARDS REQUIRED] OF BOARD FENCING. 190' LANDSCAPE SC NING Q 3A 13 0 3 W SEE DETAIL THIS SHEET 11 INV. (10,.,0) GRAVEL ROAD _ __1C' 10' _ _ .^_ _� SM75?9'Wr_ 701.05' -- -- - -- - -S - - - - - �33>0 3 - - - - - 5 FT. PARKING SETBACK (ALL AROUND) - - - -- - - -- -- -- --- -- -- -- -- -- - - F*T 11 A&L galk!L AIM� AN[& \� mIrw �. " 'R NEW METER BOX EMBLY. EX. METER IS TO BE RESET INTO NEW METER BOX ASSEMBLY, F.S.CJg"O INSTALL METER WHEN PROJECT IS COMPLETE, LIMITS OF / s. \9' `�� CLEARING MAINTAIN EXISTING TREES AS BUFFER - -�-� � RELOCATED PUMP STATION � ,� -- � �-.. _ �s TO BE INSPECTED BY �4 •� U _ _----` - TO EXISTING RESIDENTIAL ZONING. - -- - -- en _ --� --- FREDERICK COUNTY - - _- _ - - --- -- -"ECftM KEPT. - ^� PAVEMEIr C c ADJUST GUY WIRE OUT OF PAVEMENT POLE MOUNTED HANDICAP PARKING SIGNS INSTALLED PER VIRGINIA _ STATE CODE SECTION 36-99,11, CONNECT TO EX. PRIVATE FORCEMAIN - - 1- EX. ENVIRONMENT ONE GRINDER PUMP STATION - (TO BE RELOCATED) x I 12'x45' ILO --j �- ___„ CO RETE DUMPSTER PAD. SIDEWALK TO ATCH PR 2 DE OPAQUE SCREEN © 20.00 PAVEMENT EL ATION 8/ 5 !_ 2 �. 21B SURFACE FEN .AND GATE. � ` NASA 1 ' (SEE DETAIL SHEET 5) ER E1�EN3QP05D �Ur 5'x5' CONCRETE STOOP WITH 8 STEPS AND RAILING. P.I.N. 64-5-4 _ _ - '"PP 4" SEWER LATERAL , 4. o a �pNAS� 2� 7.354 ACR E5 TW ASPHALT - - -- - SWM- I r RIMjqA.w CG-11 1 lr N v ( ) PROPOSED 4" CONDUIT ' C PROPOSED -- w `r �` `""'`'�^ V. =69}. 0 -- - _ f c v MAINTAIN EXISTING TREES AS BUFFER ­4--, W _ - / GAS SERVICE --- �' r TO EXISTING RESIDENilk ZONING. POWER POLE TO BE M (701.14 "+ _ �L Y 1-6"-90' BEND RELOCATED AS NECESSARY. z e _ _ +u.c. t ULP " - - _ 1-6 G.V.& JAA- - .A EX. SEWER SERVICE TO RESIDENCE 24 _ _ , EXISTING POWER P A. TO BE ROUTED TO NEW GRINDER � ---- �, e s� wr I -IT _I �--`�� -3 4 TAP r 1- F.H. ASSEMBLY PUMP LOCATION. / � ROAT.� ✓�" _ S .� � / TO BE,REMOVED REMOV7=D � � �- IMIT CLEARING RYA=706.93 T��[ T /' R r (SET 3 FT. OFF OF �- -,uc. g>}FVER 2� a ONE p' INC, 6' EDGE OF SEW+ - - MAINTAIN EXISTING TREES AS BUFFER - - _ 1-8•x6• T Bu BRICK I�.O� , r,____ -- TO EXISTING RESIDENTIAL ZONING. PROJECT SUMMARY /-1-8"x6• REDUCER FF o NEW 3/4" METER tl ` Q, _ 955.2 TAX IDENTIFICATION SUMMARY NUMBER 64-5 4 �• ;__ -- ,�.-- "� o Ex M. (101.52) r 1-6• GATE `VALVE & BOX BOX ASSEMBLY. TAX 7. 4 R / t 1 TO INSTALL METER. -r EXISTING LOT AREA 35 ACRES FUTURE ENTRANCE BY VDOT - ! -�. �f 'D 20' FTC TEn XEMENT - 1 d P.. L _- _ -- _ EX. INN. (701.52) j 21 EXISTING RESIDENCE TO KEMAINI IN ` _ _ - �. f �- ZONING M-t EXISTING 12• CMP TO BE REPLACED 6 10* TW POSSIBLE OFFICE - h >By LEVEL SPREADER CURRENT USE RESIDENTIAL 1r ( EVERGREEN SCREEN IN LIEU _N 28 s. WITN 15" CMP. INV. IN= 701.50 - .' OF BOARD FENCING _ PROPOSED USE INDUSTRIAL/RESIDENTIAL _ ES-2 INV. OUT= 701.10. REGRADE TO PRO { _ ALLOWED BUILDING HEIGHT 60 FT. m' POSITIVE DRAINAGE TO AND FROM Plr?E T "+3` r PROPOSED UNDERGROUI , INV. =691.00 PROPOSED BUILDING HEIGHT 34 FT, EX. SEWER F.M. CONNECTION INVERTS. ` P C1 N D ELECTRIC SERVICE _ 31NG 1REES LOADING SPACES REQUIRED 0 RIM=7Ut.25 � ,4- 1w _ -- I--- �,• LIMITS Of EXIS PROVIDE A 2' BALL VALVE AND A \ 1 - D TRAFFIC BEARING BY F�C.S.A LT EXISTING WATER METER TO BE N N \--- --------- RELOCATED OUT OF PAVEMENT TER REC�10 \ ; rAtyDSCAPE SCREENI_ . • WINCHES 4_5-3 ,z• �30 p��� TH.1S SNE PROPOSED 12 x8 TAPPING SLEEVE BY F.C.S.A T M, 6 - �-' SEE AND VALVE. TAP BY F.C.S,A 70NED RA U`E RESIDEN t z 0 1 c �J PE-1 Ex. ENTs�t�c� "a -11 2' 24' O ADD AGGREGATE TO EXISTING DRIVEWAY AS Z NECESSARY TO ACHIEVE 8• FINAL DEPTH AND o x PROPER CROSS SLOPE. O W SECTION THROUGH ACCESS DRIVE ABBREVIATION CL. CMP EO F.F.E. FH GA INV. MB MLP MP PVC RCP TCM TR, TRB TW. WGP WM WPP WV 0 a � Q FINITI N CLUSTER CORRUGATED METAL PIPE ELECTRIC OUTLET FINISHED FLOOR ELEVATION FIRE HYDRANT GUY ANCHOR INVERT MAIL BOX METAL LIGHT POLE METAL POST POLYVIN YLCH LORI DE PIPE REINFORCED CONCRETE PIPE SANITARY MANHOLE TELEPHONE CABLE MARKER TRIPLET TELEPHONE RISER BOX TWIN WOOD GUY POLE WATER METER aR4RI.AC SCALE 40 -P G� 40 ( IN FEET 7 inch = 40 ft. PLANTING SCHEDULE COMMON NAME MNN. S/ZE/N£W (T 7,W 0{ OLAWW) SPACING OUANTITY PIN OAK 1 " CAL. ® 4' HIGH AS SHOWN 7 RED A W PL£ 1 " CAL. ® 4' HIGH AS SHOWN 4 EASTERN RED CEDAR OR 6' HEIGHT - SEE DETAIL 105 ifYLAND CYR£SS LILAC OR FORSYTHA 4' HEIGHT SEE DETAIL 42 ( WHITE PINE 6' HEIGHT 16' MIN. ON CENTER 19 DOGWOOD I' CAL. ® 4' HIGH AS SHOWN 3 WOOD POWER POLE SEEDING NOTES: WATER VALVE Permanent Stabilization: NI disturbed areas not paved shall receive a min. 6 in, topsoil ASH and be seeded as follows: 200 Ibs Tall Fescue per ac. CEDAR 12 lb. Annual Rye per ac. 00 Ibs. 10-20-20 Fertilizer per ac. CHERRY 2 tons agricultural limestone per oc 2 tons straw mulch Per ac. HICKORY Permanent seeding will occur as the final phase of construction MAPLE Temporary Stabilization: Seedin to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as lolbws: 60 Ibs German Millet per ac. (May through September) SILKTREE 60 lb. Annual Rye per ac. (October through April) 450 Ibs. 10-20-20 Fertilizer per ac. OAK 2 tons a riculturol limestone per ac 2 tons straw mulch per ac. PINE areas to be watered and cared for as necessary to provide grass emergence. - -Seeded CATEGORY "C" ZONING BUFFER Wn LANDSCAPE SCREENING AA' NOT TO SCALE 1 E104TS SHOWN ARE AT TREE LEGEND EXISTING TREE TO BE REMOVED EXISTING TREE REMAIN (TREE PROTECTION REQUIRED) NOTE: STRUCTURE SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 3tt, USE GROUP S (STORAGE) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODES THAT APPLY AREA CABO A117.1 1992 ACCESSIBLE AND USABLE BUILDING AND FACILITIES. + PROVIDE CO-12 HANDICAP ACCESS RAMPS AS DIRECTED BY VDOT INSPECTOR. NOTES: 1. Ali SIGNAGE SHALL CONFORM TO THE FREDERICK COUNTY ZONING CODE, CHAPTER 65, SECTION 165-30, SIGNS, LOADING SPACES PROVIDED 1 BUILDING SET A KS: TRIP GENERATION REQUIRE PROVIDED IITE, 6TH EDrnON ESTIMATES FRONT 75' 113' (PH. 1) THIS WAREHOUSE USE WILL SIDE 25' 100' GENERATE 87 T.P.D. REAR 25' 669.9' ( PH 2 ) (USED CODE 134) PARKING SETBACKS MASTER PLAN AS ALLOWED BY SECTION 165-123.B OF THE FREDERICK COUNTY ZONING ORDINANCE, THE DIRECTOR OF PLANNING AND DEVELOPMENT HAS GRANTED A WAIVER OF THE MASTER DEVELOPMENT PLAN REQUIREMENT. FIRE LANE PROPOSED CONCRETE PROPOSED PRIME & SEAL PAVEMENT UTILITY PEDESTALS EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX PROPOSED CURB & GUTTER EXISTING 'TAN SEWER AND MANHOLE PROPOSED SAW. SEWER AND MANHOLE PROPOSED UNDERGROUND ELECTRIC SERVICE PROPOSED UNDERGROUND TELEPHONE SERVICE PROPOSED GAS SERVICE KLUOKL PROVIDED FRONT 5.0' 38' SIDE & REAR 5.0' 75' PHASE 1 PHASE 2 OFFICE FLOOR AREA 600 S.F. - ASSEMBLY/WAREHOUSE FLOOR AREA 11,400 S.F 18,600 S.F BUILDING HEIGHT 18 34 DEVELOPED LOT AREA 7.354 AC. LOT AREA DISTURBED 124,320 S.F. 10,000 S.F. FAR ALLOWED 1.0 FAR PROVIDED .038 .060 MINIMUM LANDSCAPED AREA (25%) 80,085 SO. FT, LANDSCAPED AREA PROVIDED 290,283 S.F. 284,347.89 S.F PARKIN REQUIRE OFFICE 3 INDUSTRIAL (PHASE 1&2) (1 SPACE/ EMPLOYEE) 7 (MAXIMUM EMPLOYEES ANTICIPATED) RESIDENTIAL (2 SPACES/UNIT) 2 TOTAL REQUIRED 12 TOTAL PROVIDED 13 IF THE RESIDENCE IS TRANSFORMED 10 OFFICE USE, THE OFFICE SPACE WITHIN THE PROPOSED FACILITY WILL BE REMOVED, OR ADDITIONAL PARKING WILL BE PROVIDED CONSISTENT WITH THE INCREASED PARKING REQUIREMENTS. HANDICAP SPACES 1 REQUIRED 2 PROVIDED PARKING LANDSCAPIN(, PARKINC LOT PERIMETER 320 FT, PERIMETER TREES REQUIRED 8 (01/40 FT.) INTERIOR TREES REQUIRED 2 (01/10 SP.) TOTAL TREES REQUIRED 10 TOTAL TREES PROVIDED 12 PARKING LOT LANDSCAPING REQ'D. 406 SQ. FT 0 5% OF 8,125 SO. FI 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF-SffE GLARE. PARKING LOT LANDSCAPING PROVIDED 788 SO. FT. (9.7%) 3. ALL. UTILITIES ARE TO BE PLACED UNDERGROUND. NO STEEP SLOPES, FLOODPLAINS, WETLANDS, SINKHOLES, WOODLANDS 4. NO OUTDOOR STORAGE AREAS ARE PROPOSED. OR OTHER ENVIRONMENTAL FEATURES EXIST ON THIS SITE. 7 6-19-00 REVISED PER PLANNING JDS RAM 5, NO PEDESTAL SIGN IS PROPOSED. 6 6-15-00 REVISED PER OWNER JDS RAM 6. AT TIME OF EACH BUILDING PERMIT APPUCATION, THE DEVELOPER WILL PAY 5 6-8-00 REVISED LANDSCAPING PER OWNER _ JDS RAM TO FREDERICK COUNTY THE SUM OF 10.05 PER SQUARE FOOT OF THE 4 03-27-00 REVISED PER FCSA. VDOT AND COUNTY _ PLANNING COMMENTS RAM APPUCABLE BUILDING STRUCTURE (PH 1 - $600.00, PH 2 - $360.00) 3 02-25-00 REVISED PER AGENCIES COMMENTS J.L.W. RAM. DESIGNATED FOR FREDERICK COUNTY FIRE AND RESCUE SERVICES. 2 12-13-99 REVISED PER OWNER J.D.S. R.A.M. 1 11-24-99 1 REVISED PER OWNER _ J.D.S. R.A.M. - --------- - NO. DATE DE9CFdPT10N L I H 0 F <- P L 3cftAld A. Mlslowsky, Jry 0 CERTIFICATE N0. - s°�%,e 9 10-31-00 REVISED ENTRANCE PER OWNER JDS RAM --- - - REVISIONS $ 8-28-00 _ _ REVISED TO ALLOW DELAY OF WAIERMAIN INSTALLATION JDS RAM gilbert w. clif ford & a88ociates, ine. v Engineers �jind Planners Surveyors AHK PRODUCTS, INC. SITE DEVELOPMENT PLAN PROJECT IN//'i,r��' DATE- 9-24--99 �� R GIS ERED PROFESSIONAL ENGINEER 150-C Olde Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHONE: (540) 667 2139 FAX: (540) 898-2115 FAX: (540) 665-0493 E-MAIL : cliff ord®1bi red.comE-MAILwcliff mnsinc.com FREDERICK COUNTY V/RG/N/A OF 5 THE WINCHESTER REGIONAL AIRPORT T.M. 64-A- 79 ZONED: RA USE: AIRPORT N/F WINCHESTER REGIONAL AIRPORT T.M. 64-5-D ZONED: RA USE: VACANT PRO EX. SEWER F M. CONNECTION RIM=701 25 VIDE A 2' BAlI VALVE AND TRAFFIC BEARING VAULT AS RE�,�NAL AtRPOR� DIRECTED BY F.C.S.A. 698 z 0 0 696 ° 694 692 LEVEL SPREADER—_---_ "0 DA7'11M ELEV vlc'"ESKER 64.5-3 1.M ZONES R A USE RESIDEN�1At- 698 4" CMP MISER (TRASH RACK REMOVED) 696 0' ORIFICE INV. = 691.50 694 'r ide 3 0'x 12" Concrete Pad 6" WWF 2" from bottom 692 DATUM ELEV 690.00 0+00 1+00 SECTION D: DETENTION POND H: 1 "=40' V: 1 "=4' P o N 0 1+00 SECTION E.- DETENTION POND H: 1 "=40' V: 1 "= 4' , 13' , 14" Tw' ANDREO W. ANDERSON, JR. AND SHEILA T. ANDERSON I.M. 64--5-D1 ZONED: RA USE: RESIDENTIAL TRQ 4, 333. f0' , ONE STORY INC BRICK �12.03 FfE.� MF N/F FOR OTHER ADJOINING OWNERS AND WINCHESTER REGIONAL AIRPORT COMPLETE BOUNDARY SURVEY T.M. 64-5-D SEE SHEET 4. ZONED: RA USE.- RESIDENTIAL INV. (701.40) GRAVEL ROAD _ 5 M7529' W. 701.05' INV (701.52)- *7 SF SF s� �— LIMITS OF DISTURBANCE r 10" Tw. ` t — 702 � 704, LIMITS OF DISTURBANCE P.1.N. 64-5-4 7.354 ACRE5 ,-130' EC-2 DITCH LIMITS OF DISTURBANCE LINING REQUIRED. j 15 FT, EMERGENCY WEIR o' rP 12' 10' Tw r ► �.� 2g7 08 I CLASS Al RIP RAP — r r r )TING STORK DRAINAGE & STRUCTURE O (POSED STORM DRAINAGE & STRUCTUREPOSED CURB CURB .& GUTTER — — — VNAGE FLOW )TING GRADE (POSED GRADE POSED EASEMENT AREA (POSED SILT FENCE SF ISTRUCTION ENTRANCE IlL1 I RAP CHANNEL LINING FENCE INLET PROTECTION CONSTRUCTION NOTES Embankment to be placed and compacted in 8" lifts. No topsoil, organics, or stones greater than 6" diameter shall be used. Material shall be compacted to 95% of maximum density at plus or minus 2% optimum moisture. Core material shall meet the following: Unified classification: SM, SC, ML, MH, CL, or CH. Particle size: 95% passing 1/2" sieve Plug 10" orifice during construction and provide temporary 6" orifice at 6910' Fit temporary orifice with 8" dewatering device. lv2'xlv"'x3;ICaroe Track Weld to cylinder Top - 16 Go Corr Metol,Tock Weld to Top All Around :ylider - 16 Go Corr Metal —� 112' x I Ile x 3/16' angle — Tack Veld to cylincer , — — ��_ 17 2' Conc, Dock Spacer �— 36, ' SECTION A -A TRASH RACK/ANTI VORTEX DEVICE Detoil SWM_ 1 RIM=694.00 INV. = 691:�0 r I �—LIMITS OF DISTURBANCE LEVEL SPREADER )UPH/CSCALE 40 20 0 40 80 I I ( iiv FFEr 1 inch = 40 ft. r r r ABBREVIATION DEFINITION CL. CLUSTER CMP CORRUGATED METAL PIPE EO ELECTRIC OUTLET F.F.E. FINISHED FLOOR ELEVATION FH FIRE HYDRANT GA GUY ANCHOR INV, INVERT MB MAIL BOX MLP METAL LIGHT POLE MP METAL POST PVC' POLYVINYLCHLORIDE PIPE RCP REINFORCED CONCRETE PIPE SANITARY MANHOLE TCM TELEPHONE CABLE MARKER TR. TRIPLET TRB TELEPHONE RISER BOX TW. TWIN WGP WOOD GUY POLE WM WATER METER WPP WOOD POWER POLE WV WATER VALVE 0 ASH CEDAR CHERRY HICKORY MAPLE SILKTREE OAK PINE 8 GENERAL 1 . The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor responsibility. The contractor shall notify all utility companies 72hours prior to construction. Call "Miss Utility 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout, All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought -to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, of his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area, Any. work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub Ilevation. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone 'base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in theaffected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched,, Seed bed to be watered and cared for as necessary to provide a good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve ]own conditions. FIRE & RESCUE 1, Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debii:-, on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street zins must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1, Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority inspector in the field. Contractor to provide assistance as the Inspector may require in this effort, 3. Temporary termination of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be marked with a treated 2x4 post extending from the lug eighteen (18) inches above the ground. The top six (6) inches of the post shall be pointed green, Sewer Jierc�l elevations to be compatible with gravity service to proposed r buildings as shown on the Architectural drawings. 4. The e FCSA is responsible for the installation of water meters, Before a permanent meter is set, they will require: 1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the top and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 6. The Frederick County Sanitation Authority shall top all existing waterlines. They will furnish the materials for and make the top. The contractor must make application for and pay the cost of this work. 7. Frederick Count Sanitation Authority approval of this site plan expires two (2) years from date of approval. 8. Water laterals County cross the street AN be in PVC pipe. The pipe shall be 2 inch diameter SDR-21 or shedule 40. It shall run 1 foot beyond the near side and for side sidewalk. 9. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other :state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT right -of. -way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT , s work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 6. If required by the loco) ResidencyVOOffice, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 7. Contractor shall notifythe local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT Will also require 48 hours notice for any inspection. 8. The Contractor will be responsible for Maintaining adequate access to the project from the ad' icent public road- way throu h construction and maintenance of a construction entrance in accordance with the ifainio Erosion & Sediment through Handbook, Sec 3.02. Furthermore, access to other properties affected by Mis project Th-aTF-Fe, maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VOOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until on adequate, design can be determined by the engineer and approved by V.D.O.T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement - of fill. 13, All roadway fill, bose, subsurface material and backfill of utility/storm sewer trenches shall ,be. compacted in 6" lifts to 95% of theoretical maximum density as determined by AAS,HTO T-99 Method A, within plus or minus 27. of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VOOT Inspector density tests performed by a qualified independent agency, shall be conducted as required in the VDOT Rc*d and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval 14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plansand further where, determined necessary by VDOT Inspector, 15. The installation of any entrances and mailboxes within any, dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VOOT inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptance by VOOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VOOT's discretion, by VDOT on an account, receivable basis. 18, CG-12 Curb romps (Persons with mobil i should be constructed at locations as shown on the plan sheets or as directed by the VDOT �ngiTineceirmlnesnpts'ttor. A.� , owe %L Abafs 140% 02=111102M& 'aw� L�A AN* AMW-Q%h, Asia Ifil LAY' M LA Q0 Vicinity Map Scale 1 "= 2000' #CTOBER 14, 19,99 1 gilbert w. clifford ,..ngneers i5O-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE.- (540) 898-2115 FAX. (540) 898-2115 &.associates, Inc. 0 ourveyors ifs Cameiron St. Winchester, Virginia 22601 PHONE'. (540) 667-2139 F -AX (540) 665. 0493 45HEET INDEX 1 COVER SHEET 2 SITE DEVELOPMENT PLAN 3 GRADING ti EROSION CONTROL PLAN 4 PROFILES SECTIONS 5 MISCELLANEOUS DETAILS 6 OWNER/DEVELOPER: MAX and LISA KOTLOWSKI AMK PRODUCTS, INC. 11861110r, E. 96 th STREET' BROKEN ARROW, OK. 74012 TEL: 918-455-2651 FAX: 918-455-7441 Approved by Frederick County Zoning Administrator Site I Plan Approval Valid for 5 Years From Date Shown Wece e/-z -Z//� I FINAL SITE PLAN APPROVED �dllll_ DATE_ _40b S .k p/0", :#- 0/_60 0 V_A L A, MISLOWSKY, C3 NO, 020674 1 } �l `l 1 , 1 1 i �1 t 1 f1 1 NOTES: 1. CONTRACTOR TO EXERCISE CAUTION DURING CONSTRUCTION TO AVOID CONFLICT WITH EXISTING UNDERGROUND UTILITIES. 2. PRIOR TO ISSUANCE OF LAND DISTURBANCE PERMIT, PROOF THAT V.D.O.T. HAS ISSUED A TEMPORARY ENTRANCE PERMIT WILL NEED TO BE PROVIDED. N/F ANDREW W. ANDERSON, JR. N/F FOR OTHER ADJOINING OWNERS AND WINCHESTER REGIONAL AIRPORT AND SHEILA T. ANDERSON WINCHESTER REGIONAL AIRPORT COMPLETE BOUNDARY SURVEY T.M. 64-5-D I 1- FIRE HYDRANT T.M. 64-5-D1 T.M. 64-5-D SEE SHEET 4. ZONED: RA I (SET 3 FT OF EDGE ZONED: RA OF PAVEMENT TWO)I EVERGREEN SCREEN IN LIEU ZONED: RA USE: VACANT BOLLARDS REQUIRED) USE: RESIDENTIAL OF BOARD FENCING. USE: RESIDENTIAL 190' LANDSCAPE SCW.ENING SEE DETAIL THIS SHEET ,pp INV. (701.40) - GRAVEL ROAD 04 38 05- ��� " �� � Q- -� - - 5 FT. PARKING SETBACK (ALL AROUND)FET* R V Ln yam//®\may/ f�(j�/��'.���r\jf:r�t�i'Y^�'rlsJlrv'a'�:w'w.•�r.y,.r�.�s,-,r:r.,,.y,.,r,y_r^.,'r.y_r,r>••vv WY v ® �) t cnf\ \ )"` \ J�O ft 8 , NEW METER BOX EMBLY. EX. METER IS TO BE RESET INTO NEW METER BOX r '� ASSEMBLY. F.S.0g. 0 INSTALL METER WHEN PROJECT IS COMPLETE LIMITS OF •s \RELOCATED PUMP ST�TION �``�r CLEARING MAINTAIN EXISTING TREES AS BUFFER c� TO BE INSPECTED BY ��0 f TO EXISTING RESIDENTIAL ZONING.3 s FREDERICK COUNTY `� �rf�_ ib�,v. ��.. •tyF,'�}.r4 '�.?F:.:z:,:3�;: ,h 1 y ,5 .: {�.1SY,..hl >r.mpReIt'Z�l xxn. 'h�'+ �..„.S.�,�,�,, N�.rx',; . ;SS:+rM�,,v., .1T.a,�.'s�b i-rS x.. z. a kfi�r'�'�.''t-iI sjN(x.,. •J: �:u,1.yK�'�Ak,'4 FY'n�'}+fx^la 'q(�",„"A,� si 1"'^".:�""' s9;.>.4,'�;:i..ti`ta, xo'�,7Thyr a'..!,:.r i "1'xa St�i�i'ti-f "f'"i�",�! f "a'r"A ", ",,'ti3.'",'"�'1, ";rRaL I , 1�ip4�}i� ,„51 '","'y::s>"s-r ,, (%\ir -tea[ ` *IJECVW VC". Vg1 - .�. r2�xa , �kq ,7 '� v�': �� �' r.. t 3 "*' _: a:a. x4� ��' .x.. r ^' r C � ,...� �•r. ,.,t�.a;-'s ��a.. i'h.- �ts��. ,�',. ��..�r i'. ,k*,�� .�.��fB'"�. �� ALP •rtlN 1l:.�: s*�'S.i�� ro �t y 7. 'A - �. �` :..,fi+; $rt�;k7v,v,. Gy'' f d.;, - 11�M .� 7� a y �'fsa ik�3'.-a�v. .,:y�:S' S ! `lh a :: :Gr $,. f+7 iH+i�3 0- _6.j 6 7 �(. ' , � ✓,,. "F d� c .:: s ^4� � ,, i',,. ',�•.TT.,.•�{j� �i \•f t:.�?�• ry ;��/",'•tfi 1. ) �.:'.. 4 [..�y, A�,C�,/�� 1" S:e ,�% d' +�y 5....Y',"� � }f �.,3� �S�.J�' 4 :. Y )A; . C �"f +yY,Y'�i y.. ..iii� 1' 1t*Y� :.. i' r � '� ` N 1 _r�^1 ADJUST GUY WIRE OUT OF PAVEMENT \ ........ LOADIN 1 �'x45' 4<w`� gn SIDEWALK TO TCH RETE DUMPSTER PAD. PAVEMENT ATION r <'> r1,0 MDE OPAQUE SCREEN 8 2113 SURFACE AND GATE. (SEE DETAIL,, HEET 5) • � -� H p,SE 1 1 44 (j POLE MOUNTED HANDICAP PARKING r" P �N SIGNS INSTALLED PER VIRGINIA EMEND ! PR�PpSE� 5'x5' CONCRETE STOOP WITH {` STATE CODE SECTION 36-99.11. 8 STEPS AND RAILING. r HANDICAPPED ACCESS RAMP REQUIRED F •F . - 1 AS DIRECTED BY VDOT INSPECTOR. CONNECT TO EX. PRIVATE FORCEMAIN ` '' 'r'3 106)(120 P.I.N. 64-5-4 a �` 1 NPP -o --,� � �•a . �.� 4 SEWER LATERAL ,s• y EC-1 N F°" CPHp,SE�2) `` 7.354 ACRES }. PROVIDE ES-1 AND EC-1 I 60 x120 12• THE WINCHESTER Y ti y 60 FT. 15" RCP 0 0.75% 1- EX. ENVIRONMENT ONE GRINDER PUMP STATION INV. IN= 699.65 REGIONAL AIRPORT TO BE RELOCATED �✓ \ �. "��"` 9 I �� � � - � 7�7t'. � Tl (is V / ./' `f dad A st#,���i �• � • t u a 5, 5 �ay 7� z I 5'v•.'w^1., ��� .� .[- x _ INV. OUT= 699.20 Ir ^ rri ri,,_ ORB --t. s �.. LO LINE � © p , ' ZONED: RA '`�� � ,.� ' ' � � i1M � � ��, �� t�,; �� . � ;.,. 9.8- �8 R�{cR- � 4t � ° fir' � I 5 ', � h "sa, � C� th+ � �p " -� - 4 USE: VACANT„ VDOT COMMERCIAL ENTRANCE ,s}` f, �Y4�fi>ti'� n ' SWM ry x �a RIM=�.09--r' ( / �,,.•r" `� ,y�i,' r ,l -r t� t � 3 l" a � � -�+ } 4nw+i ��,' �,�E�t :., lsh `r ,' � __• ! f' `�. �" J ?� .,Y. ' v � � CG-11 s r� , � • -�'� _ ._ )h b� PROPOSED - - .� r� TRIM TREE TO ALLOW -r' PROPOSED 4 CONDUIT �� ; -.. �� q , � p � V 6.�.1. MAINTAIN EXISTING TREES AS BUFFER � �--- -< 24• " a 3��,:' • s fiA GAS SERVICE x �' �` ` T EXISTING RESIDENTIAL ZONING. L J FREE TRAFFIC FLOW. INV. (2m.14 �-- (. �, , , r m r , ; r• 0 E STI G RES DEN AL ZON G. , _ _ .. U�•1� r ,.�... y, 1-6 -90' BEND_ t: 1-6" G.V.8�IX. SEWER SERVICE TO RESIDENCE �{ ` s d 24' ..--�EXISi16 P6lNER P " , ---- TO BE ROUTED TO NEW GRINDERS v' a n c, - __--• ROB..<,' . . ,,,. � TO BE REMOVED / x LIM CLEARING 4 TAP 1- F.H. ASSEMBLY PUMP LOCATION. e- -'""� 15' RIM=706.93 , Sr R ( ZNE r SET 3 FT. OFF OF .-uc. �t ".-,, . irXiSTiN� G..A- -1 ,s• {� �.,� 80R 25 t rER ONE p 6• EDGE OFENTj' M ` MAINTAIN EXISTING TREES AS BUFFER _ 1 U' ''---'"'-.''w ~" I} • ':' 75 1 1-8»x6» gRICK t2p3 ``F �44 TO EXISTING RESIDENTIAL ZONING. r .a..:�,_..�...,.._-.,__.- ..✓""'�*""' ?, ,•" .r+"'"' ' p {•s 1 » r F.F•E• Y r�., _` _� ___-_ 2 PROJECT SUMMARY r s► rn G YI 1-8 x6 R DUCER NEW 3/4 METER 9 r-n „ 151r x.uatr. (701,52) ` 1-6" GATE VALVE, do BOX � N TAX IDENTIFICATION NUM 9 64-5-4 rn � - �,,, -- .� _- •► r- � 1 BOX ASSEMBLY. FCSA r ..._- � �' 1 -1 uc• ''"`� �- ` �' FUTURE ENTRANCE BY VDOT -- TO INSTALL METER. 8 f EXISTING LOT AREA,-:r'" 7.354 ACRES 4 s=' _ ;3 lb Q 20 W�: �? EASEMENT r B. R Lam' '''� _. ��~� ,x ___ -� LEV& SPREADER ZONING M-1 ' y -P 1e• J #� EX. INV. ('701.52) ! 2 • EXISTING RESIDENCE TO REMAIN IN !11 � � 2� � r e 7R. ;.. 10• iw. POSSIBLE OFFICE sr' t "�1 E EXISTING 12 CMP TO BE REPLACED I r� ,2 ( �` EVERGREEN SCREEN IN LIEU r N z-' CURRENT USE RESIDENTIAL rr1 11 t 1 I P`1l'11+°� WITH 15-CMP. INV. IN= 701.50 r ti, r ES-2 Y� OF BOARD FENCING r'� t PROPOSED USE INDUSTRIAL/RESIDENTIAL 11 INV. OUT- 701.10. REGRADE TO PRO >' _ • =- ' nJy ' '� INV.-691.00 ALLOWED BUILDING HEIGHT 60 FT. C)lPROPOSED UNDERGRO -- r. PROPOSED BUILDING HEIGHT 34 FT. •�'` �. a, 2 " YPOSITIVE DRAINAGE TO AND FROM PI - " C� '� ;O 1Ra PROVIDE ES-1 NVERTS. O N 0 14• Tw,I ELECTRIC SERVICE _-- jwc IREES -n -p MB 1 S ct m 12 T)V I (1 I� . P l r 11M1n pF Dt +: LOADING SPACES REQUIRED 0 -� R F.M. CONNECTION F TIMING OF WATERMAIN INSTALLATION LOADING SPACES PROVIDED 1 EX. SEWS NI �RpOR1 EX METER BOX ASSEMBLY GIONAL A DEN? SCREENI 8» WATERMAIN EXTENSION, FIRE �DRANT AND BUILDING SETBACKS: y 4' r r S1ER 130 F1• SNE� METER INSTALLATION SHOWN WAY BE DELAYED TRIP GENERATION � PROPOSED 12 x8 TAPPING SLEEVE TO BE REMOVED PER W�NCHE 64�-5-3 l � AL � Dtjlq Z vs UNTIL SEPTEMBER 2002. PER- -'FIRE MARSHALL REQUIRED PROVIDED 1 ; AND VALVE. TAP BY F.C.S.A F,C.S.A REQUIREMENTS T M ! S� •�`�. LETTER OF 12 JULY 2000, /#IV ONSrTE WATER �. 6TH EDITION ESTIMATES FRONT 75' 113' (PH. 1) N° •�` SUPPLY SHALL BE PROVIDED FOR FIRE DEPART THIS WAREHOUSE USE WILL SIDE 25' 100' ZONEp; RA � 1 • RESI�E� � � GENERATE 87 T.P.D. w MENT USE UNTIL HYDR�1dVTS ARE INSTALLED. t T + USE (USED CODE 134) REAR 25' 669.9' (PH 2) THE WINCHLS) IIL � REGIONAL AIRPORT .-•1•� S T.M. 64-A-79r ZONED: RA � ��� CR.4oH/CSC.4LE � USE: AIRPORT ,E 1 ABBREVIATIONDEFINITION40 20 0 4o Bo TREE LEGEND CL. CLUSTER PARKING SETBACKS: REQUIRE PROVIDED FRONT 5.0, 38' SIDE & REAR 5.0' 75' PHASE 1 PHASE 2 OFFICE FLOOR AREA 600 S.F. - ASSEMBLY/WAREHOUSE FLOOR AREA 11,400 S.F. 18,600 S.F. S CMP CORRUGATED METAL PIPE IN FEET) - � BUILDING HEIGHT 18 34 EO ELECTRIC OUTLET 1 inch = 40 ft. 0 F.F.E. FINISHED FLOOR ELEVATION EXISTING TREE TO BE REMOVED ' FH FIRE HYDRANT PLANTING SCHEDULE GA GUY ANCHOR ' to INV. INVERT s��l� MB MAIL BOX MLP METAL LIGHT POLE MP METAL POST t`, i`<IJ 3 0 ENTRANCE CULVERT DESIGN o D. A. = .92 ACRE 3 C= .35 0 L= 6.8 IN/HR, Tc= 5 MIN. Q10= -2.2 cfs �i 15 " RCP ® D. 75% 0 Q Q(full)= 5.7cfs Hw/d= 0.70 2' DEVELOPED LOT AREA 7.354 AC. LOT AREA DISTURBED 124,320 S.F. 10,000 S.F. FAR ALLOWED 1.0 FAR PROVIDED .038 .060 MINIMUM LANDSCAPED AREA (25%) 80,085 SQ. FT. LANDSCAPED AREA PROVIDED 290,283 S.F. 284,347.89 S.F. PARKING REQUIRED OFFICE 3 INDUSTRIAL (PHASE 1&2) (1 SPACE/ EMPLOYEE) 7 (MAXIMUM EMPLOYEES ANTICIPATED) RESIDENTIAL (2 SPACES/UNIT) 2 TOTAL REQUIRED 12 TOTAL PROVIDED 13 IF THE RESIDENCE IS TRANSFORMED TO OFFICE USE, THE OFFICE SPACE WITHIN THE PROPOSED FACILITY WILL BE REMOVED, OR ADDITIONAL PARKING WILL BE PROVIDED CONSISTENT WITH THE INCREASED PARKING REQUIREMENTS. HANDICAP SPACES 1 REQUIRED 2 PROVIDED PARKING LANDSCAPING PARKING LOT PERIMETER 320 FT. PERIMETER TREES REQUIRED 8 (01/40 FT.) INTERIOR TREES REQUIRED 2 (01/10 SP.) TOTAL TREES REQUIRED 10 TOTAL TREES PROVIDED 12 PARKING LOT LANDSCAPING REQ'D. 406 SQ. FT. ® 5% OF 8,125 SO. Ff. > EASEMENT 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. MAPLE Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not PARKING LOT LANDSCAPING PROVIDED 788 SQ. FT. (9.7%) yet at final grade shall be as follows: 3. ALL UTILITIES ARE TO BE PLACED UNDERGROUND. NO STEEP SLOPES, FLOODPLAINS, WETLANDS, SINKHOLES, WOODLANDS 24' 8.0' 60 Ibs German Millet per cc. (May through September) OR OTHER ENVIRONMENTAL FEATURES EXIST ON THIS SITE. Q SILKTREE 60 Ib. Annual Rye Per cc, (October through April) 12' NO OUTDOOR STORAGE AREAS ARE PROPOSED 12 12 450 Ibs. 10-20-20 Fertilizer per cc. OAK BITUMINOUS PRIME AND 9.5' Q 2 tons agricultural limestone per ac 2 tons straw mulch per ac. DOUBLE M. - PINE Seeded areas to be watered and cared for as necessary to provide grass emergence. fib PVC POLYVINYLCHLORIDE PIPE RCP REINFORCED CONCRETE PIPE S SANITARY MANHOLE TCM TELEPHONE CABLE MARKER TR. TRIPLET TRB TELEPHONE RISER BOX TV TWIN WGP WOOD GUY POLE COMMON NAME WIN. SII,1#616HT (AT 11ME- Of PLAOSO) SPACING QUANTITY L�•)1 ` PIN OAK I" CIIL. ® 4' HIGH AS SHOWN 7 REO MAPLE I" CAL. ® 4' HIGH AS SHOWN 4 1 EASTERN RED CEDAR OR 6' HEIGHT SEE DETAIL 105 LEYLAND CYRESS LILAC OR FORSYTHIA 4' HEIGHT SEE DETAIL 42 ® WHITE PINE 6' HEIGHT 8' MIN. ON CENTER 19 DOGWOOD 7 1" CAL. ® 4' HIGH AS SHOWN 3 dell - EXISTING TREE REMAIN (TREE PROTECTION REQUIRED) NOTE: STRUCTURE SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 311, USE GROUP S (STORAGE) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODES THAT APPLY AREA CABO A117.11992 ACCESSIBLE AND USABLE BUILDING AND FACILITIES. WM WATER METER WPP WOOD POWER POLE SEEDING NOTES: • PROVIDE CG-12 HANDICAP ACCESS WV WATER VALVE Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil RAMPS AS DIRECTED BY VDOT INSPECTOR. 0 ASH and be seeded as follows: 200 Ibs Tall Fescue per cc. CEDAR 12 lb. Annual Rye per cc. 1000 lbs. 10-20-20 Fertilizer per cc. NOTES: CHERRY 2 tons agricultural limestone per ac 1. ALL SIGNAGE SHALL CONFORM TO THE FREDERICK COUNTY ZONING CODE, ® HICKORY 2 tons straw mulch per cc. Permanent seeding will occur as the final phase of construction CHAPTER 65, SECTION 165-30, SIGNS. 1 4-, 4 ,^� t.T15ftE%zi1E� DRIVF.WAY�_. - _ _ -- -- -- - 8' 218 0 O ADD AGGREGATE TO EXISTING DRIVEWAY AS Z W NECESSARY TO ACHIEVE 8" FINAL DEPTH AND 00 PROPER CROSS SLOPE. 0 a 3 SECTION THROUGH ACCESS DRIVE CATEGORY "C" ZONING BUFFER KITH LANDSCAPE SCREEMG 40' 10' 10' 1T 10' 2' 3' 1 3' 2' 3' 1 2' 2'1 S 2' 3' 3' If S 2' 2'1 3' 5. NO PEDESTAL SIGN IS PROPOSED. 6. AT TIME OF EACH BUILDING PERMIT APPLICATION, THE DEVELOPER WILL PAY TO FREDERICK COUNTY THE SUM OF $0.05 PER SQUARE FOOT OF THE 7 6-19-00 REVISED PER PLANNING 6 6-15-00 REVISED PER OWNER QPCA 5 6-8-00 REVISED LANDSCAPING PER OWNER 4 03-27-00 REVISED PER FCSA. VDOT AND COUNTY PLANNING COMMENTS APPLICABLE BUILDING STRUCTURE (PH 1 - 1600.00, PH 2 - $360.00) 3 02-25-00 REVISED PER AGENCIES COMMENTS DESIGNATED FOR FREDERICK COUNTY FIRE AND RESCUE SERVICES. 2 12-13-99 REVISED PER OWNER 1 11-24-99 REVISED PER OWNER t H O F sRonald A. Mislowsky, Jr2 8 1 8-28-00 I REVISED TO ALLOW DELAY OF WATERMAIN INSTALLATION gilbert w. clif f ord & I JD S RAM associates, ine, NO. DATE DERI SCPTK>N PER, eF PE REVISIONS AMK PROD UCTS, INC. O CERTIFICATE NO. - `� 020674 A Engineers • Land Planners • Surveyors SITE DEVELOPMENT PLAN REGISTERED PROFESSIONAL ENGINEER 150-C Olds Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (540) 898-2115 FAX: (540) 898-2115 E-MAIL : clifford01 biared.com 200 North Cameron St. Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 E-MAIL : awcliff®mnsinc_cnm FREDERICK COUNTY K J.L.W. RAM. J.D.S. RAM. J.D.S. RAM, BY CHK'D. DATE: 9-24-99 SHEET nb- 5 1 THE WINCHESTER REGIONAL AIRPORT T.M. 64—A-79 ZONED: RA USE: AIRPORT N /F WINCHESTER REGIONAL AIRPORT T.M. 64-5—D ZONED: RA USE: VACANT ,,..."� 15" 20' EX. SEWER F.M. CONNECTION ?� ioN AIRPORT RIM=701.25 A� WINCHES�� M ��Gq.,S-3 ZON�O. NTIAL 1 `t i 692 I VEL SPREADER ---____I 690 DATUM ELEV 698 " CMP/.RISER (TRASH RACK REMOVED) 696 RIFC- E INV. = 691.50 694 o 'de Sx3'x12" Concrete Pad _.6" WWF 2" from bottom 692 0+00 1+00 SECTION D: 'DETENTION POND H: 1'=40 V: 1 "=4' 1+00 SECTION E: DETENTION POND H: 1 "=40' V: 1 "=4' ANDREW W. ANDERSON, JR. N/F FOR OTHER ADJOINING OWNERS AND AND SHEILA T. ANDERSON WINCHESTER REGIONAL AIRPORT COMPLETE BOUNDARY SURVEY T.M. 64-5—D1 i T.M. 64-5—D SEE SHEET 4. ZONED: RA ZONED: RA USE: RESIDENTIAL USE: RESIDENTIAL TRB INV. (701,40) wPP �i GRAVEL ROAD r ID"10, — -- -- -- •S .i87529" w 701.05" ......................t..hs, ..��............................................................................�� .*, l 4�_ 704 ''— — — — —.................................................................., X � �-- LIM11S OF DISTURBANCE �r o ca or F�09. 15' P.I.N.64-5-4 15"`�/ ,9" 0 12" 19 � •' 130' EC-2 DITCH LIMITS OF DISTURBANCE ILYYafLYI � I riI�, FRPME 10. Tw. LINING REQUIRED. ,� • • ... RFCD "To o RIM=694.00 INV. =691. ; LIMITS OF DISTURB NCE 702 C A za' ` MID�r. `�..704 ' ................... ........' r LIMITS OF DISTURBANCE • , � - :• "PRE-DEV" _ — x T�. 8R1CK � LLI N ' 6. 69 12 V FFf.�7 15 FT. EMERGENCY WEIR - A 's 8' IR. 12" 10Tw. 8" g x 1 •,,,,,'..- CLASS Al Rlp RAP (STING STORM DRAINAGE & STRUCTURE C� 'OPOSED STORM DRAINAGE & STRUCTURE ,OPOSED CURB & GUTTER MAGE FLOW ;ISTING GRADE ;OPOSED GRADE OPOSED EASEMENT AREA — — — tOPOSED SILT FENCE SF )NSTRUCTION ENTRANCE RAP CHANNEL LINING .T FENCE INLET PROTECTION CONSTRUCTION NOTES Embankment to be placed and compacted in 8" lifts. No topsoil, organics, or stones greater than 6" diameter shall be used. Material shall be compacted to 95% of maximum density at plus or minus 2% optimum moisture. Core material shall meet the following: Unified classification: SM, SC, ML, MH, CL, or CH. Particle size: 95% passing 1/2" sieve Plug 10" orifice during construction and provide temporary 6" orifice at 693.0' Fit temporary orifice with 8" dewatering device. AZ 1112' x 1 112' x 3/16' angle Tack Veld to cylinder Top - 16 Go Carr MetalJock Weld to Top All Around Cylinder - 16 Go Corr Metal 1 112' x 1 112' x 3/16' angle Tack Held to cylrxkr �� 2' Conc, Block Spacer �— — 36, 4' I.D. SECTION A -A TRASH RACK/ANTI VORTEX DEVICE Detail M 13' �, ES-2, _ INV. =1691.00 LEVEL SPREADER O)TWPIlleSOWLE 40 20 0 40 80 ( /N FEET 1 inch = 40 ft. ABBREVIATION DEFINITION CL. CLUSTER CMP CORRUGATED METAL PIPE EO ELECTRIC OUTLET F.F.E. FINISHED FLOOR ELEVATION FH FIRE HYDRANT GA GUY ANCHOR INV. INVERT MB MAIL BOX MLP METAL LIGHT POLE MP METAL POST PVC POLYVINYLCHLORIDE PIPE RCP REINFORCED CONCRETE PIPE SANITARY MANHOLE TCM TELEPHONE CABLE MARKER TR. TRIPLET TRB TELEPHONE RISER BOX TW. TWIN WGP WOOD GUY POLE WM WATER METER WPP WOOD POWER POLE WV WATER VALVE ASH CEDAR CHERRY HICKORY MAPLE 0 SILKTREE 0 OAK PINE a. _ _.�� _ O Q O v LEVEL SPREADER CONSTRUCTION OF A SILT FENCE f T CROSS SECTION (WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE trench width 771-1- I. SET THE STAKES. 2. EXCAVATE A 47X 4" TRENCH general backfill backfill . F , as re uired UPSLOPE ALONG THE LINE OF °' : STAKES. 70' MIN. EXISTING6" dia. schedule 40 c. yra VDOT #3, #357, #5, #56 OR PAVEMENT O D #57 COARSE AGGREGATE IN VARIABLE (MIN. 7') 6^�. A sci 1 8"-; ,. steel pipe filled with 3' GALVANIZED WIRE MESH BASKET SECURE WIRE MESH TO TIMBER g"--. -s" concrete and pointed i 7 14" carefully compacted yellow 7' 6X6 TREATED TIMBER '�J / FILTER CLOTH MOUNTABLE BERM r^-' 24" Carefully compacted select backfill a +: 4• FILTER CLOTH // / / 6" MIN A (OPTIONAL) elect backfill SECURE WIRE TO GROUND 6" MIN. --�� ` ��j✓� _ I (� �✓ stone ` WITH WIRE STAPLES #.5 REBAR TO %`1�'��i // % �_ G / IIII i SIDE ELEVATION 6" aggregate I O 6" i i O s SECURE TIME'EP / I � EXISTING GROUND 0 D t /2 O.D. ton dia. 1 -6' � concrete ` �✓j �- �j _ \ encasement 3 TLOII /- - r" '(7' MIN. r �\ 6" .`G{ ~ 6., \- concrete 7' MIN. I "'i II B stone aggregate concrete `' 1 II II Ir WASHRACK la' MIN. UNDISTURBED 2:1 OR 4- _ �_ thrust block BOLLARD DETAIL SOIL FLATTER STANDARD CONCRETE CRADLE 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT MIN 6, TO STAKES AND EXTEND THE EXCAVATED SOIL. 12' MIN. 1JIN EXISTING IT INTO THE TRENCH. �PAVEMENT general backfill / general backfill LEVEL SPREADER WITH RIGID LIP I -�- �/ direction of setting to be approved prior to installation VDOT Mt j \ POSITIVE DRAINAGE 10' MIN. `I e MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC. 3.19, RIPRAP / / coulzsE AGGREGATE B + To SEDIMENT ` TRAPPING DEVICE I 24" carefully compacted compacted - 4" as required concrete pad 1'-6" sq. x 6" deep SOURCE: VA. DSWC AND N.C. Erosion and Sediment. Control Plannin and Design Manual PLATE: 3.21-2 -'�^� IIII �-` �'' IIII MUST EXTEND FULL WIDTH concreteeleat backfill Select backfill OF INGRESS AND EGRESS PLAN VIEW - / OPERATION II O.D. 6' O.D. 6" 2" min. 6" max. PLO 1• / r 12' MIN. ;� N 1 /2 O.D. Jill 11 3" MIN.. 7rmn, SHEET FLOW INSTALLATION = 3" MIN stone a 6Iscrew type ggregate concrete od stable (PERSPECTIVE VIEW) I h' FILTER CLOTH -/ CONCRETE ARCH CONCRETE ENCASEMENT valve box r * SECTION A -A ane r locator peg A A e -� i + ++ ,�} t. + + TRENCH & BEDDING Figur? 1 - r y POINTS A SHOULD BE HIGHER THAN POINT B. REINFORCED CONCRETE DRAIN SPACE I,~ mechanical joint ''• swivel tee with DRAINAGEWAY INSTALLATION SECTION B - B / ` ` ' 6" branch (FRONT ELEVATION) SOURCE: Adapted from WA.Wlation of any and Fabric Filter Byriers for Sediment Control,VA. DSW PLi'I'B. 3.06-2 SOURCE: ADAPTED from 1983_Waryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 Sherwood and 111yant FIRE HYDRANT ASSEMBLY Figure 9 17 FT METER BOX and COVER _4 METER BOX ll Note) METER BOX COVER (hs�l -, ,• WOODPA18 in. Dia. Non -Traffic M32C-PW 1'. e. ROUGH SOM Traffic A32HH - T nWARM 6 4' taw. SLOPE roR awNwli W/f' nrER1u 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) cG 7 6.6(IREAITDI �� Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) TY01 K BOLA 1 tz Note: 1 /2" thick polyethelene plastic 30" deep 4'. 4' M MIL 5' C(NCRER :1,tB W,' 66 A oo WI � (� DONCRL,E - - A (vertical crush strength shall exceed 3000 pounds) Sloe CCM61 GREASE AttgonnoN) `L treated 2% 4" with Prune codominate leaders _ _ _ -�� DO NOT prune terminal _ top painted blue / leader or branch tips 1 meter cover Prune rubbingor / set 2" above - �� , fin. grade prior cross branches �'caw EXPsf610t3 JW a varies as required to sodding 18" FOOTING /- EACH POST FOOTW (TYPIr%i OF 1? � - -- b' corporation +---V Prune narrow crotch angles ~:,_ s stop surrounding box 18" 11" `meterFby F.C,S.A T I 2"R SECTION A r IIY-0' i2) 6- EONG3TE s stone bedding �� meter box DO NOT stake or wrap and water spouts t2 n Rum W - 1 0 -- (- angle check valve n �I trunk unless necessary Prune broken branches _ 36"min. with drain valve �- Remove all tops and labels 45' 44 e,rR _ 1 P - 8„min. ballevalve U i. ,. -Prune suckers type K copper . ! - + � PLAN VIEW ;° tubing, continuous 1 F , A. Cut away all baling ropes -� 2"-3' mulch kept away from trunk without pints from 2 ft. �. The honor•, ! I t0' a water ' a he curb and main Io meter. main quite, rrxsy be coostruclee o t . q. 6 stone bedding porouel to the slope of sub Soil well to contain water Remove to owire basket _DRK o sarroce Courses provided a top ibk minimum depth of T" I Ws 1111IDOONSS MY 4W METER SETTING PARTS ,,,--transition to meter rtu:motoea - line meter angle yoke angle check expansion setting as required This oleo may be concrete + El E) size size yoke ball valve valve wheel curb & gutter of the option W the contractor-- p UNAk1ENDED backfill soil Street .• b,. ''� '` 3/4' 5/8"x3/4 Y502 BA94-223W HHCA94-323T0-G EC-23 - Widen and score hole wall G. Partially backfill, water to sre' neEl DRILL HXES M ca1c�TE TO Th,s curb shall be rased when ee41Qn When comGnotim mountable curb and gulpv � m �'� iLlcE rnirx 4 Lorx COTES IN CP01 c1" 3/4" Y504 BA94-344W HHCA94-323TD-G EC-23 3' ' p settle soil, finish bockfilling T' saves Mo CLOO PDsIm. 1 ° I" Y504 BA94-444W HHCA94-444TD-G EC-4 n n speed to greater tarn 40 MF>if an used. the Stm(ldrd Entrance Gullets a Standard Note Comt cub S gullet hovKg o rodws t7 R1e1fG (z) N' LONG s/a' ROp3 0 0 Rural highways olld 45 MPH in Coweo,on tot .'itreet Interi*cltons ore in rare of 30p'a less !olong lace of Cvbi sholi � ' Jeveiuped Urban and Suburban the rtwurdobk curb confipurof,on inCurporaed he yard for as rodtal c1ma^ binion curb d -" ;gs,rlEy M t0 back Of: rn guile, Area for water drainage ' INSTALLATION NOTES: sidewalk areas.Remove container and cut circling Leave solid soil pedestal - doAU JORM wtrn mis etonrMro Is k, Dr +led+o aist.,� This Item may tx precast at cost sr place roots if container -grown, or as much not dig deeper than ball depth 1. Exact location of meter box assembly v"-# barrier cv . Ole Ironvbon p 10 be rrwe witnm g -- - 0'or he change in skinaords made o1 reguar Com.rete. to be LClaas A30 cast 1n ploce, burlap as possible if field grown _ fYFP ooRnngs r` to be approved prior to installation. , PSI - aSxxJ d preLaSr 3 /2 i 11 2. Water service crossing street shall be cwwE m encased in 2" dia. SCH40 PVC or M ;'-" h ° , L Dig hole 2-3 times root ball width tA' K, --- piping. piping Fper 3 ENo-sEcrtoN+z'-sc' APE a TeRVAtE END -SECTION 2 - Go' ntPe ' fcoNc APRartf SDR21 fin The f m shall run from � � two lord :,,,tvrw .a ,a tan sx.a«A ~.na- e<tron. 0 - - - 3 /4" type K N u sPge one a q. aM ,rtrna - --- - FOOTING '� a RWCN S4W BaYm one foot beyond sidewalk, across the copper forF COMBINATION 411 CURB &GUTTER SPECIFICATION 6' -4' LONG ant/8' $P „'.___-- :- eullm BOARDS street, to one foot beyond sidewalk. single meter 1 "x3 4" Wye X I x x f'- x VIR31NtA PPDEPARTMENT F kNCE 1'-, installation T��1�t�s / y Cmcreta to De --. -1 E C,Mxrete to be zol.o4 TRANSPORTATION 502 T P no scale le!"iR DETAIL DUAL METER INSTALLATION °"o" `s' M'n } - --- -- IOS E ! 4000 PSI Min -- FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL 5 / 8 " , 3/4" & 1 " METER INSTALLATION PLAN ` a PLAN _ +� Figure 5 c a ---- c --� 13 _ . . _.-A AMENDMENT N0. 2 - APRIL 1997 � ! � _ - pETA1L I DETAtC z DETAIL a • Ee-t AMENDMENT N0. 3 - OCTOBER 1998 ��s�„ ,-� `e_ ,,.--��.•�+-�_ 3., ' �' '`\ - _ cc-tr cau raw nxa Mp� oa.n i e _e a e . Xk Strwl ooaoxn rnwra 1 es Pore o• V,r, I r f t _ ... _. i.CC"-9�ir-i�•:- rr!-cin munra,a Pry (L ._"T.,. to $isP •94•t.!±t'�"4!.'!!!e.. . - `T IRo6aa 'o Da oa ,� q as cmrnrva a rue ndgar - CG•72 - L k` r i % - r * ! �" ' A I' a°V• en plana3 "�! roadway 3-q Pa �ftS loos aorWcabw, _ ' i �� i shown I ' t taaddra le be of C"'.04A Jatre wave / r.. _ _ _ `c r r I(elsR .....-- .e o A - `v A/'_� i._t. A -=xr... f .-_ ..-�.-__ t ^-� 55 g�, o•w. y C..+ t, shown on plmsil .-2" - - - - - - - - - _. 17i�w. Crv�a a•.o. o. e`•e L..._ 1 + • i i+ A � w .. D .... -. ,..{ A i----.- E�� � D _ ._. _ _.__----� l' E - ��! Redid rnDnatrn f (} � 1 _ `\ cab and tler t Pa tfn CG var.warn $lavdtr , . I w 1T ,�' SECTION X-X END VFW - SECTION X-X END VIEW -- 1 _ f _ - a $we.a,r Sav �... o -::.+ it•'.i_' i. t: ,r t•,<i t SI'd. CG-61 f� - _ --'( �, �. •kola d.•,i -r. _..._QN$... Avnnijabil �\ r Q ( \� �' / a .o.o �yer. ♦ sda corsrrr.aran .loth -� P* Unit �.� �� C ..g e _ �.. i_ ! - , `"SFr> l0 --- _� ,� a I i__.._ EN i SE�CTiDN ODJEY45 M _ j - ' : '� i Ri _.. ._t. i DIA1A. -mA. 8 _.1-_ C D -T-E I - �..� � �•"' e e / I Close A3 (H.E.S. ' • b'e •�'. A.� p. • • p. • b' - - ..pp 6. -," - -- - -- fYRCK NrfAwsVf RAdK Pt.iW f 9 _ 4'-CJ 2'.6. .. _ I ! - _ - _ - 4.._ " a . r}t-EY' 3 i - _f,' T 4'•6 t)pliona rot line,'-"--�.__•-� -. f:W USE Ar APPt.r:Aflf STRFCT� a r - 9- E xpa+N+on r EwrRAI/('f S. " -estop ; I I L---'-- '--', • y-_r- �-"iCe�e • r2 ct CiJNNf'Tx]w5 ABD CGYYf •sCrK era (onkwrBa Enravn I auks .r.:!" -'T - ¢ a I_ we.,n o...: W f M rrr,u rra/llc An•., x*svc' .. t N 1V" 3'8'.1 4-0"-. +-+ -+-•I I--�'s4-t Expar,awn Jan: /,• sasoroaa cr13 areMxll.ty L- _ - A �l ~ SECTION C C RADIAL PLAN ca»r I ErN f 4t L0 t f_o" a 8_ 6-I g-o' r t •k - 3d f S Y riots, wieth -B 7' a' or oa 11pIn14re .00d.oy ra.. rr.:,..•. - , -4;r 1.9"Ir' .j..... aho,m aw !ypieel feC"-On I �. - e i A !a - LC Ir3N A -A �frtdl A -a w« . w < r c.rw.r, ra+w.r slot .... w,. ,..e...:.,e:,. •- --- . PLAN VIEW .►a fd " T '� ,�. ` su uN A p kern+ter 3.4 z-Vz 1 z e e_2i T"� f0 - Ilia -PO - CorWrurrlon .nth JY'sllO/��.-,�_ _ � •�-_•NOT'r:S _- .-.._ _ �-�A 5+'p _ - - Cogtruet Grope cno-qae kith o•abaf< corks S U/ a... ` �C ``u2,o 0 _.. ... .---.. y„so ._- ._.. ......._..._..., i ..t•:, ...�. m... '"••r.e .: w.......w, ,.... w,. «.w. ,. ,"qr "np:.eos :w o p/ e eau, � .. svaw. r f e».v<•w" w r,w , K<...:. �x • o?•.j� e . 1 i Ma•E hYti Y►J•dw e e, •u Srds.ar � � � ..n.. \oS,c4.� o _...._p .._ ...- e• a-- � `t�;{�:_..'� �.•� f eosaao Enosrirm ass•N•a"avn iNA'.7 B• �i1- 0, 0� 04, OY / l ! .a•..r.. '.••• <: r 1M en t 1M . S.JR . MKM �. • -� "..__.``` `` �• 00, O, • ���'/ P � -CNYN< ... - -..... ... .._. Q JY N1 dIM*e.e iq.qu N...Y,M �O.O, / n,0• / the ee h;aaX'ee O. 'O O. �':. •t�i � "f `\ nw naM.+rv➢ er J-- ......-•.. V $raw 1PJ YOlJm.a L :,(=•i - j.. -10'pe 0►pi[ Cut,* _„ __... ,._ � �. o. p�•o;�• fti^ 1(- I nM Nlkrrra :n dMwrtmn'J". �I Edge of Sh pl., e ! tAo,. _ _ -'"` `"•_. .�.. :.«.,., < ..,..... .eroo.. .,_....... _ ..._.... or apli"tttirow Line - Slaps Charge " '"- - '-' , i t•., ri:<'S� • _ - T` / � s w « SLOPE DET" eb - - - - - - - - - - wtvn srd cc-n N uean for entre .es bunt A T ANI NT PLAN to t aN R p Wp w-- e -- ., can n<ban,„In voaT pra,ec+s.aea,e S(*L N.0 ,,_... sera IIPF ,! ,rATION Slap. CRdnq. _o n°'•''°'e-�•o` �` �,f,► "" i. c°P'-' r REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS . 1 - - - ap T gr nda • r inn Sra Cr 3 CG F !r ire j N _'---..t_ (� It Y: Noin4+e pay.rrw nl ahoRha con.tructeu+ L... _ - - ' 40 Kn Apr Si let ConnK'i0rt to lM R!w tr,e la.c 1 an siL SECT DN 6-9 CWnu _ J 70'Da,lr,>tJ. la• Con+w•er ud Cnlr. atabainptinn rnluied for m.4,1. Acres r param.•t a4Jyr con W omAted n V4IS faN.YNAk.41 V RGINIA pE T-ATIO EN' ._ Sraw•ar Np " r NOW ro Do S A'! oftw"v the e r r Alt easarr .l rn Llp raUnon rn w TRANSPON fAT10N - 5 urn the ant shun) n ar eu•b Sra.CG t � lwnn 0/ �rll/u/ 6f/ r4rW __..--._ _.__.. •1 A� Yuosr C"r en A t 41* V&* ar ro a be Aro� lIV ��ee� a vAr d ron.r ..d. c.,"•e�.d yar �.,,•� "' 'w••a wi..�a. o.mr .gar, ..,r ,m.. IU2.OI TTT r SECTION A A fMfsa Nod alevb a comb at• a,d gulls• s drol ba conetruclad a C66 u!X---}-_- ... Flaad Srdaf a/ Ewa rosy ra w Pared e.vtvifdwl, 02M rw /kw• r 4� uVV W Oayond the Prw line a•cepl for -�"-`_i MafV1W ttNYrycr/an ian.nn rpulr.0 bore. r Oalecement p+.+potea + •� J _,._. ---� d -W fWar ra Warf,naat .eua be 40 o.law rat du+w bark W rra od:watyq Ira•eo- 'Nnan uaad n con ttfon wRh Stnndord Vd" can M sn Poo of o nt pucm•r+. rY A,resr 'aqv rxNr prrasr w•rrpra soil REF ER£ilr:E Guidelines for Grade Change D iun ba ,,, A.4, j STONE FOR EROSION CONTROL CO-.S or CC; th. curb 'oca an Lb 2 a *O' Starded m to ba ad`usted to tndtch tM C Vd+,iei1A DEPARTMENT E,0r 4. Voerra Cesr Wle an r SL Cr�iy /'l-A ryes hoar pe Rrpol.o hors ae b oe wa5 r 8pe.ed r cent ro C'r/r aura path tV" d rna r.,,V a' e' Yac' urr indv�toDk tvrb .onlpw anon, paysr r cost In 4arae /tor, evd-aenn of rap tar. NPWm. u,v>e nor r%p' .,. • 4. __. __.,..-. _.._.__._._. TkANSV•afiTATIDN ♦.G: Hqn (mare 11- +500 VPDr 0 S z Se. Stwdatl CG 12 for Curb Ramp design to be Used rlth IN* Stmdnrd •5 d• 13a:s a rPcc Cwa rpgS 14 mearurao wV bold /Y One ,(V a+r.'A rocs /a 'eft -a, Cewrr < Pr m'Sseas CaufruOrai Cara•rM� Sbrar aw F.sra:ad near eydre sJdewp,r, roayerr/n yea p I RAN Mediam I5aO.1500 yPor s R e� 1 2-25-00 REVISED PER AGENCIES' C MM NTS �LW when Ina entronca t ,`t2 Ofno+ o "Lird pool. snyr rzirm.;ew r rr. b, o✓f ad r .trce r, dnkruv., aolaav ro wD r a r NO. DATE DE8CRIPTION BY CHk l.ae 'WTa than Soo VPDI < Ina IW rspulr errrante o! anlicflwlsd hoary -.. - per+ u+Rk as IrCkdR7 Oy _ 8 X e L -..._ _ /a cur D/axd or4 p,nr.. uocA Ito! h, cdrn th of on ebou+d ro gush to -b ..b a ei- O r P � A H O F nVaeM ttN d M a! edjaca^t propaead ---• '-- _- + a -.-.-- Wl.n wed In con uncda: ,r(rA $ladard C'G .7 p CG 7, fie arre lop o, rNa Nu4a+a 7k-_--- -- etdeW�slit 10 T inch.. ..•..__._.__-- - •: _.. y_._..._ _ .... w1 u.d b at.W rn _Vcwtt -0 rarirh*r oOba REVISIONS x OPtbnaflenena may be uaad for enlroncea SE�,"]'J(f/II _B g •Acaftwo•'0As la dw;rw as o cMhxa l Cu.b qa." ale to W wow w snxn an vV pats o• us arrarrw tp rn, f:•rorr �� �/ In cut seclbrta. Deb uratulrv..nd.kfoare.rha one arfp rw!st" Trey we ra L. pakwd of 6erarrlau trues oo aa�esaxre arks w .rrlrri ve , rla•a PROJECT NC ;;� V-04 ar E,Asoea owreoore Vow d�e ore'"Wofrly :y+a X"60 #*.WAS of a we, r . reVarW F"finr 'l"Sw J 4WD ryw aess a! rrrr. kI b.WN 4 e.lur CIP+tt*u I quit ,9 r.auve p9t,-, q of a /,ar r"o aw6r awreentit,Awl d ed pgxrad r a►,s ,Vf V,. � go WSW /u, rw.u.0 o'"Citi pe aM , `lb t litf d i t i . its'. . d Slaa.wr r ,rdsrsa pwtAn of getter to pr aciVde Pordnq o/ RaterusM A wsans .!n wPWdy Meeetlar7s. fdm a eer.e q rn Erprw, txa sAalyd rot a mates aeitro verse sfgp Mere. G� w /� Rf &V.V""flra #,drank.&-qo tars. etc. alp also dlv Piaaerrr. gi er ^ • c or amoe a es, ne. INC. '►E"`.,aR I Aff PRODUCTS METHOD OF TREATMENT- ---- ____-. -.-,n1Cr old A. Mislowsk Jr v KFt*Wa CURB RAMP RrrfAt te! y DATEt - - CERTIFICATE NO. CONNECTION FOR STREET INTERSECTIONS fPf_R50N.S wlTft A,oR,tff> ruPAlflAlfNTSI �g' y MISCELLANEOUS DETAILS $ay AND COMMERCIAL ENTRA�IL ---y '0e 3 2 Engineers (Land Planners Surveyors 1..._ vlRRtdA DEPARTMENT tX 7RANSPpITAT1aN 203.08 AG7DD 1 VrRGUNA lY PARfaEYr Ar FRae SPfxo/,l rOv Rarsao a7a93 50t) • • REGISTERED 150-C Olde Greenwich Dr. 200 North Cameron St. V PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 ENGINEER - PHONE: (540) 898-2115 PHONE: (540) 667-2139