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04-10 CW Wright Construction - Office, Truck Maintenance - Shawnee - Backfile
C.W. wr*IyV)A- GENERAL NOTES MOT CENERAL NOTES LEGEND VICINITY MAP 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia EXISTING WERMEDIATE CONTOUR -- -` -� --330 -- -- SCALE: 1" = 2000' County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road. and Bridge Specifications and Standards, the Virginia Erosion and EXISTING.INDEX CONTOUR------------.�_-------- 330. Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a1 . 0 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall PROPOSED CONTOUR construction, must be provided prior to issuance of the site development permit. The approval of these plans in govern. EX E P� °p -�. P P PP P g EXISTING IDLE OF PA UA no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and SedimentLU Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health PROPOSED EDGE OF PAVEMENT PROP E/P _ ,� o�, 0 Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. EX C&G o �. '� ""'` Z 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation EXISTING CURB AND GUTTER (VDOT) and Frederick County prier to construction in existing State right-of-way. V3. When working within VDOT right-of-way, tall traffic control, whether permanent or temporary, shall be in / � a �$ ',�ti, ce with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control PROPOSED CURB AND GUTTER PROP C&G �` `\ �. accordan ® •tR• � �� �, � 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is fla ers must be certified in accordance with Section 104.04 c of the VDOT Road and Bridge Specific �, p ' required under State law. gg () g P ...__.__ cGs� ,.... CG-6R -- � � _ .,, - " q TRANSITION FROM CG-6 TO CG-6R� Ct " V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic SITE 2 �. CD w 5. The exact location of allguard rails will be determined by VDOT personnel. A joint inspection will be held signal poles, junction boxes, controllers, etc., owned by VDOT or private / - public utility companies. It is the EXISTING TELEPHONE LINE - -T - - - -T - - - - TELEPHONE. -.. C � with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation sole responsibility of the developer to locate and identify utility facilities or items that may be conflici � ---- 1 0 (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from PROPOSED LINE 15" RCP 00 � � � •`� responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to this responsibility. EXISTING STORM SEW _ Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject PROP. 15" RCP PROPOSED STORM SE1ff�R ~'"01 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a to change as deemed necessary. by VDOT. Any additional expense incurred as a result of any field revision 'D f O Z u3 representative of the developer must be available at all times. shall be the responsibility of the developer. " { ,d r®" �EXISTING SANITARY SEWER --.-S--- (D , V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use PROPOSED SCARY S 7. Warning signs, markersS r � � � barricades or flagmen should be in accordance with the Manual on Uniform Traffic PROPOSED Control Devices (MUTCD). permits for any work within VDOT right-of-way. '� PO + EXISTING ELECTRIC SERVICE - E - -- - - E - - - - E - -= - o V7. If required b the local VDOT Resident Office, a re -construction conference shall be arranged and held H 8. All unsuitable material shall be removed from the construction limits of the roadway before placing Q Y Y P SHEET INDEX �T embankment. by the engineer and/or developer with the -attendance of the contractor, various County agencies, utility PROPOSED ELECTRIC SERVICE E rJ L 1 11 Y DE companies and VDOT prior to initiation of work: 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less EXISTING GAS LINE --- -G - - - -C -- - - -G - -- -- than 6 will require revised pavement section prepared b Greenwa Engineering and. approved b the owner. V8. The contractor shall notify the local VDOT Resident Office when, work is to begin or cease for an COVER SHEET 1 �' � o q P P P Y Y g� g PP Y Y y g Y PROPOSED GAS LINE undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required G y 0 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated or requested inspection. GEOMETRY &UTILITY PLAN 2 on the plans and as required at the field inspection. PROPERTY LINE LANDSCAPE PLAN 3 q P V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent W 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall public roadway via a construction entrance that is constructed and maintained in accordance with Section FLOW LINE 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected be minimum 6 diameter and conform to VDOT standard SB-1. g P P FENCELWE X X X �o by this project shall be maintained through construction. The Developer shall have, within the limits of the 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion EXISTING POWER POLE ` one litter receptacle shall be provided at the construction site. and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. KKISTING TELEPHONE. PEDESTAL 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to , T' entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end. EXISTING WATERLINE If/ TEE whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free of construction. condition at all times. PROPOSED WATERLINE lf/ TEE � Y°I p ®� V11. All water and . sewer lines within existing or proposed VDOT right-of-way shall have a minimum EXISTING FIRE HYDRANT 14.. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary thirty-six (36) inches cover and when possible shall be installed under roadway. drainage facilities at conflict y sewer lines. Information should also be obtained from the appropriate authority concerning permits, out sheets, points. EXISTING WATER VALVE a and connections to existing lines. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered PROPOSED WATER METER 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current during the course of construction shall be immediately brought to the attention of the engineer and VDOT. q standards and specifications of the Frederick County Sanitation Authority. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved PROPOSED REDUCER 1N ----� A by VDOT. 16. The location of existing utilities shown in these plans are taken from existing records. It shall- be the SSE PR®VA w PA responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT STOP SIGN a R prior to construction. The contractor shall inform. the engineer of any conflicts arising from his existing representative prior to placement, and fill. Where CBR testing is required, a VDOT representative shall be PARMG INDICATOR utility verification and the proposed construction. present to insure the sample obtained is representative of the location. When soil samples are submitted to INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project 17. The developer will be responsible for any damage to the existing streets and utilities which occurs. as a to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards �` result of his construction project within or contiguous to the existing right-of-way. and procedures. HANDICAP PARKING THIS PLAN IS A MINOR REVISION TO (`-1, APPROVED PLAN 34-06 v74 � N 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be . compacted VEHICLES PER DAY COUNT ACD ev must be provided to Frederick County Public Works Department prior to issuance of grading and/or site in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A; -within 1OO development permits. ;; plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way.At . the PROPOSED BUILDING ENTRANCE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION direction of VDOT, density tests shall be performed by a qualified independent .agency in accordance with VDOT OR CHANGE IN -THESE PLANS SHALL- BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION 19. The developer will be responsible for. the relocation of any utilities which is required as a result of his Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless project. The relocation should be done prior to construction. specified otherwise. PROPOSED STREijT NAME SIGN �f 20. These plans identify the location of all, known gravesites. Gravesites shown on this plan will be protected V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as ..._ PROJECT INFORMATION ravesites are discovered during construction the owner and P / PROPOSED SANITARY LATERAL CLEANOUT S in accordance with state law. In the event g g specified by VDOT. S M K Do SMITH � engineer must be notified immediately. SANITARY' MANHOLE MENTIF'iER 12 SITE LOCATION 285 INDEPENDENCE DR. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet '� Lit. N0. 22837 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT minimum design standards and •is the responsibility of the developer. WINCHESTER, VA 22802 ( /0 e1 of an discrepancies between actual field conditions and the approved plan. STORM DRAW STRUCTURE IDENTIFIER. B PARCEL IDENTIFICA110 NO. 64-11-15 O �� 4 ` r `°' at {540} 662 4185 immediately y p � ,I V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings, shall be LOT AREA 5.00 A.C. ®NATi., 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the EASEMENT LINE DISTURBED AREA 3.81 'AC. proctor AASHTO-T99, ASTM-D698, or VTM--1 as applicable. Density shall be certified by a registered Manual On Uniform Traffic Control Devices. professional engineer and results submitted to Frederick County prior to pavement construction. If a CENE CURRENT ZONING : M-1 geotechnical report has been prepared, it should supersede the requirements in this note. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the 735.4 CURRENT USE MAINTENANCE & REPAIRS (7,200 SF)/OFFICE (1,200 SF) start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way EXISTING SPOT ELEVATION X 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices 35 PROPOSED USE SHOP BUILDING EXPANSION & PARKING LOT ADDITION H or blasting at least two (2) Working days, ( ) g y p y PROPOSED SPOT ELEVATION but not .more than ten 10 working days, prior to commencement of may be obscured. X excavation or demolition. Names and telephone numbers of the and operators underground utility lines in EXISTING, TREE LINE SIGNS: ONE APPROVED EXISTING SIGN. (8'W x 6'H} Frederick County appear below. These numbers shall also be used to serve in an emergency condition. V19. Aggregate base and subbase materials shall be .placed on subgrade by means of a mechanical spreader. OUTDOOR LIGHTING:.. NONE PROPOSED. 14 EXISTING WALLPACKS. ANY FUTURE LIGHTING v Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road SHALL CONFORM TO SEC. 165.201.07 OF THE FREDERICK COUNTY ZONING 24. All utilities to be located underground. and Bridge Specifications and VTM-10. A certified compaction. technician shall perform these tests. certified. SURVEY AND TOPQCRAPHIC INFORMATION ORDINANCE. ALL OUTDOOR LIGHTING SHALL BE ARRANGED TO DEFLECT copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking GLARE AWAY FROM ADJOINING PROPERTIES AND PUBLIC STREETS. SOURCES W 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. stone depths, a VDOT representative shall be notified and. given the opportunity to be present during the OF LIGHT ON A LOT: SHALL BE HOODED OR CONTROLLED TO PREVENT GLARE Note: An lace within these lens static Greenwa Engineering,shall represent Greenwa Engineering,Inc, construction and testing of the density control strip. 1. Boundary survey was performed by: BEYOND THE LOT LINE. T �r GREENWAY ENGINEERING bated: June 26, 2003 f} 11T T D UCTl ON NOTE�.J V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge BUILDING HEIGHT: ALLOWED=50'-O" PROPOSED= < 20' � ® �, FCSA COY Specifications. Density shall be determined using the density control strip as specified in Section 315 and 2. Aerial, horizontal and vertical control surveys were (PER REGIONAL AIRPORT AUTHORITY) ority's Water and Sewer Standards and Specifications are available at www.fcsa-water.conri VTM-76. A certified compaction technician shall performhesees �} 1. The Authttests. Certified copies of test reports shall be , � submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the performed by: GREENWAY E GINEERING BUILDING_ SETBACKS: REQUIRED: FRONT: 75 PROPOSED: FRONT: 347.10 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. opportunity to be present during the construction and testing of the control strip. (Year) SIDE: 25' SIDE: 44' o E-, 3. Aerial topographic mapping performed by: REAR: 25' REAR: 42' � � co � 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger Dated: W . Q shall be explored below the bottom of the excavation to determine the type and condition of the foundation. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to F-i a-4 E 4 placing pipe.' Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, APPROVAR L F.A.R. CALCULATIONS PARKING CALCULATIONS w -<4 Z 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation LOT AREA = 217,800 S.F. - 5.00 ACRES REQUIRED PARKING: ,w�r V♦ W stabilization shall be determined by the engineer and approved by VDOT. 6. When an existing water main is tapped for the installation of a new line: PROP BUILDINGS = 8,890 S.F. OFFICE = 1 SPACE PER. 25Q S.F. r E--+ a) The Authority shall furnish all labor and material. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. 9,060 S.F. / 217,800 AC = 0.04 = F.A.R. TRUCK MAINTENANCE = 3 PER BAY 0 b) The contractor must: 8 BAYS x 3 PER BAY •�Q 1. make application and pay deposit V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on. these plans and/or as specified LIGHTING NOTE: 24 SPACES REQUIRED 2. mark the tap location. by VDOT. 3. coordinate installation with the engineering -assistant. OWNER TO PROVIDE THE FULL CUTOFF OFFICE AREA = 1, F4 200 S.F./250 S.F. �} � Q'r V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in VISORS FOR ALL EXISTING BUILDING 5 SPACES REQUIRED W 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after . /'Y.Vr'�1� MOUNTED FIXTURES PRIOR TO C/0. TOTAL SPACES REQUIRED = 29 mostly complete. FREDERIC COUNTY ZONING ADMINISTRATOR DATE _ 3: ® w W grading is mos y p 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. TOTAL SPACES PROVIDED - 33 P4 ' responsibility to have the meter box assembly installed correctly. a HANDICAP SPACES REQUIRED = 26 TO 50 SPACES It is the contractor's meter isiblln y Y Y FIRE MARSHALS NOTE Before a permanent roster is installed: 2 SPACE REQUIRED a The meter box, with its frame and cover, must be properly aligned with the coppersetter. HANDICAP SPACES PROVIDED = 2 ) ,dire lane markings and sig�age: �C1TE: U� b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. Any "No Parking" signs and yellow painted curb locations will be installed Z *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) THE 2007 EASTERN ROAD PLAN SHOWS A FUTURE REALIGNMENT OF d) All components of the meter box assemblyshall be in proper worldn order. by field inspection at the direction of the Fire Marshals Office. -- - - P P g YEARS FROM THE DATE OF PLANNING APPROVAL INDEPENDENCE DRIVE, WHICH MAY HAVE AN IMPACT ON THE SUBJECT PARCEL. services that connect to existing lines: ■ �� 9. Far water and sewers g TRIP GE'N'RATION DATA Project Maine: Project. Number: t - a The location of the service lateral is to be coordinated with the Authority's engineering assistant. * C. W.WRIGHT CONSTRUCTION COO 0518CW � � �.... _ t b) An Application for Service must be made and fees paid before work will begin. CLASS USE DWELLING UNITS TRIP RATE TRIP RATE USE VPD c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 i/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the ISO INDUSTRIAL PARK 1,000 S.F. 9,060 S.F. 6 PER 1,000 S.F. Magisterial District: Date of Plan: (Month, Day, Year) f SAY meter. OF GROSS FLOOR AREA e) The Authority will install all sewer laterals. SHAWNEE MAGISTERIAL DISTRICT MARCH 9, 2010- 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. * T N FROM ITE TRIP GENERATIO 7TH EDITION ®weer:. Address, including Zip Code &Telephone No. DATE: MARCH 9, 2010 required). TT T Try r�r % rr�e�r C.W. WRIGHT CONSTRUCTION CO. 285 INDEPENDENCE DRIVE 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, asUTILITY Ll l Y CONl A [,1 rJ WINCHESTER, VIRGINIA 22602 The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read Water/ Frederick County Sanitation Authority Phone: P.O. Bo 540--535-7241 SCALE: N/A remotes are required. Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No. Winchester, VA. 22604 Baltimore, MD 21297 SAME ASABOVESAME AS ABOVE DESIGNED BY: EJG 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and (540) 868-1061 (301) 954-6282 _.._-. Its backflow prevention device, and/or 2) the fire service line's backflow prevention device. power: Allegheny Power Gas: Shenandoah Gas Co. �-r �r 22604 151 WINDY HILL LANE SHEET 1 OF 3 P.O. Box 1458 P.O. Box 2400 Engineer Certifying Plan: FILE N0. 0518CW HANDICAPPED PAR INC NOTE Hagerstown, MD 21741 Winchester, VA Address, Including Zip Code &Telephone No. Handicapped parking spaces and aisles shall slope 1-600-654-3317 (540) 869-1111 GREENWA�Y ENGINEERING WdNCHESTER, VA 22602 no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 (540) 662-4185 07-70 _ --......... _............ -.... -.. ........ - . -.. -- --------- _....... _ ............ ........... 6 ■ ■ .0000,01 LOT 16 / / TH. 64-11-16 / LOT 16 --�. / f' GfaEG ALLEN MEa T)' 2." ACRES -�'�- r ■ i .��/' a� a_ ■�1 .001101aw — mill■II Ir��■•IY��� �9r_'00 EEC AV16ATIC NHA95MENr �,, � EX. 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SOIL TEST OF THE VABGR4DE MAT DU'attTTED FOR ACTUAL DETMINAwN (7 REWgRW OF THE 61J .11R DE t"T &JeMMW FOR ACTUAL DETEfaM>lIAT" OF FE42 RM PAYE1'6 iT 8ECT10N Twk:p'E8610" TO C OTFE1Gi}ON• 10A1r I NT 8ECTICN Tl41 *eS6 PRIOR TO 0"TT9JGT M a 1A THIS PLAN IS A MINOR REVISION TO APPROVED PLAN #34-06 PAIL 2 T11 64-A-5W VIRSINiA APPLE STORAGE, INC ZOW Ml 113E hvn114r=1A1 0 Z CC W lalit O N � cD � Q3 - Q �� •t1D �aa � U ao 1�1 x6 I o, � Icy 4- f ) 1 t LU CCU H� s E'X. 20' WIL ESI1T ;� W 47)0 868 f 11D5 al EX. FN A56110. Ex xq; Ex 311c4r%0 SRDCR EX .19" CUSP � �'` r0 BE RE,MC�YED� �.. z • Ex: 101f PROP. INCxI J ;L A z 0 U G EC�R ESMT. _ q � z ?0 U a z S• z '—' ?7 /- P4 O t �21t O O x O AK �'� / ' Q-I' E•-1 A A � W O n W Y+•1 1 i 8 h A A Ga [�] G] - Fti +w J 5 w l H O J4 TIG EE�"i PL 5 �• o � , a Q _ �1 STOP BA R EX. 20IUIL sMT. PR P. � rn c� In 0 \tit c\1 -STOP SIGN \ \ \ CA 7� QJ Q - ♦y TO L' P 68151 5R i V = N 6123 1 I EX.SlUX6IH - SIGN APPDX. LOG./. Qy / H OF 3' HiGH BLOCK ' SP BY SEPERA E J • �� o RETAINING WALL PERMITS t 4 ti MARK DI SMITH Lic. No. 22837 s / 0 + 12-10ti •©9112711 E• 3,�'�' • ONAL 007"-514aDED AREA DENOrE5 ----'� C7 / c'Q rd VAF,'IAf3LE IU/DTN 6Nr4RED 4 � / ♦ 1` ACCE55 AND 51GNAGE �, / m EA5EMENr ESTABL/SNELi / l r C ao O BENEFIT L0T5 15 d I6. / .�'� / tw ;IGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE )BSCURED BY VEHICLE PARKED IN SPACE OR y /cd E.P. SIGN (SEE DETAIL) � / RESERVED /`�� I Ic INTERNATIONAL SYMBOL PARKING OF ACCESSIBILITY 20' 5AN, SEER EA6ETENr I I L�' d IN5T No. 010,006153 TOP = 693,13 13, MINIMUM E cn I Paz �Q LOT 14 .z.� Li w z E ZX MAX a— T1-t 64-11-14 ► w� i % ".� OET /5 ill S/AkS 45 4 Q I' I ' O ?.� ACRES �Q ii ' ` V � Z L3 ZCL Ml Y ti Q' 1 ( _ �"" � gl * *2X MAXIMUM SLOPE uSE: VACr4NT ��Q y � C% ►.. i IN ALL DIRECTIONS !�i �` J OF U WHEN THE SPACE PROVIDED iS VAN ACCESSIBLE, r i •� DIMENSION SHALL BE 8' IN ACCORDANCE WITH RAMP FOR HANDICAPPED MUST BE LOCATED " } *v" ++ WSBC MINIMUM REQUIREMENTS. ADJACENT TO THE AISLE. / \Q"� rO w � Q � f I • z w w = o w HANDICAPPED PARKING SPACE DETAIL i f 1 '� �) CD r� 1 I w w NOTES I. OUTDOOR BURNING SHALL BE PROHIBITED AND DEBRIS REMOVED FROM SITE. 2. ALL CRANES OPERATING ON SITE SHALL BE REQUIRED TO HAVE AVIATION OBSTRUCTION FLAGS ANDI OR 055RTUCTION LIGHTS V1515LE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT UNLESS LiT. IT IS CONTRACTORS RESPONSIBILITY TO PROVIDE FLAGS AND/OR LIGHTS. INTENDED HOURS AND DATES OF CRANE OPERATION SHALL BE COORDINATED WITH AIRPORT OPERATIONS 5UPERViSOR NO LE58 THAN TWENTY-FOUR HOURS PRIOR TO CRANE WORK 3. CONCERNING THE TANKS ON-SITEi A CONTAINMENT DIKE 4 IMPACT PROTECTION MUST BE PROVIDED IN ACCORDANCE WiTH CHAPTER 34 OF THE IFC. 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No. .PJlpMbl5 J 3 / I 1 ' \ � \ TOP = 693.13 / ( / %I ✓ ' `- \ INV. = 6-fl.03 1 I / 1 V \ \ I i 1 I, // � 11-1 11 *11-1 "I -- I // N., - - - --1 --- --\\ LOT 14 --' 1 / / l / -tl- -'---- -- -' 771 64-H-14 1 --/ / / / V � � I '- �->' \ -\ ,- -- I / i / U) � - aa� .ices- - 1 U - - Zoe M! ( 1 / , k --� l - - - U6E.r VACANT / / � N I � I "~ / / / // / ! ' I j "J __„_ I j 1 / \ (� D I ,- 1-1/ /I i / // i 0 ----�-_ I I I I (f / �t / I / I / I / ~\ � I I I /- -- -- -- -- -- -- '••_- - � \ I _ -1 i t ./ / I11 \ \ LANDSE CALCULATIONS OPEN SPACE CALCULATIONS LANDSCAPE AREA REQUIRED=25% OF SITE 25� OPEN SPACE REQUIRED = 102,820 SF (OS)/217,800 (TOTAL SITE)=47.2% 217,800 SF X 0.25 = 54,450 SF REQUIRED.OPEN SPACE PROVIDED = 102,820 SF OR 47% \ \\ ` \ \ \ \ \ \ / /} / J // / / PARKING AREA LANDSCAPING TOTAL PROPOSED IIviPERVI0U5 AREA = 108,088 SF REQUIRED PERIMETER PLANTINGS = 100,000/2000=50 + 8,088/5000=2 TOTAL PERIMETER PLANTINGS REQUIRED = 52 TREES REQUIRED INTERIOR PARKING LOT = 5% & 1 TREE PER 10 SPACES 33 SPACES/10 = 4 TREES REQUIRED TOTAL REQUIRED PLANTINGS = 56 TREES TOTAL PLANTING PROVIDED = 63 TREES EXISTING TREE CREDIT - AREA SHOWN ABOVE CONTAINS MATURE TREES WHICH SHALL REMAIN AND BE UTLIZED TOWARDS THEI EXISTING TREE CREDITS PER SECTION 165.203.01.0 OF THE FREDERICK COUNTY ZONING ORDINACE. NOTE THIS SHEET FOR LANDSCAPE PURPOSES ONLY!!! NOTE: MUCH OF THE LANDSCAPING SHOWN IS EXISTING ON SITE. HOWEVER; SOME OF THE TREES PLANTED IN CONDUCTION WITH PREVIOUS PLAN APPROVALS ARE NOW DEAD AND SHOULD BE REPLACED. NOTE: ANY FUTURE DISTURBANCE OF THE EXISTING MATURE WOODLANDS WILL REQUIRE A REVISED LANDSCAPING PLAN TO REPLANT. LEGEND SYMBOL SPECIES QTY. 0 0 DECIDUOUS 6 EVERGREEN 51 SHRUB 30 a.•.m-----.�-«...•i --- -- 1 GjI� G`RFTNWAY TREE LINE OF MATURE DECIDUOUS HARDWOOD 0 z W W z 0 z Wcq o to CD N 00 � 5 aCuf �+ . Co co U to cm '� an 3:_to "'j .' 0 1 � a�i O N:>, 03 7=t W � a) La N Q) I 0 0.4 Q�j 40 cc O -t � P, sn Sri T-4 $ 1 --f N m w N rr 1!l Q) 1%w ) I rt 0 w rn r co ul z z Pig I- 0iI o 0 0 Z � U 0 0 4 z x W V3 a 0, X a, A Q a 04 :nnTa IxF••-i V,1 m a a W p O O CD 0 0 A V+ +••i Y� t-•1 �r••4 Y •I m o to C\j TH op d �MRKDIS TH5 Lic. No. 22837 0 L 'z' I k) ( o" -f .to -L W z dW 0 co ) io r 0 m U . 1lllllllllm 3: %a 0 lu � <� =)�� � �4 CC co Q � w� , z 1 � W P-1 Z W CJ E-4 U Q Q � � US 0 .j U � z = �- F4 W > z� = O W w r V j Q4 �:: PC, � m Z 3: U) < .tJ r CL 3: w d 0) 1i 0 II Z I 3 1 DATE: MARCH 9, 2010 i SCALE: 1"=30' DESIGNED BY: EJG FILE NO. 0518CW SHEET 3 OF 3 07-76 GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no wayrelieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. ' A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. site. Also a 6. An approved set of plans and all applicable permits must be available at the constructiong representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform t o VDOT standard SB-1. P P 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters off permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a. result of his Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within 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 Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict P Y with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary b VDOT. An additional expense incurred as a result of an field revision y y y P Y shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT 'and use ' permits for an work within VDOT right-of-way. P Y g Y V7. If required by the local VDOT Residency Office, a pre -construction conference shall 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. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadwayvia a construction entrance that is constructed and maintained in accordance with Section .02 of the Viginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) 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 VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch 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, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless EXISTING INTERMEDIATE CONTOUR -- - - - - _ _330- -- - - -- EXISTING INDEX CONTOUR ------------- PROPOSED CONTOUR 400 EXISTING EDGE OF PAVEMENT EX E/P PROPOSED EDGE OF PAVEMENT PROP E/P EX C&G EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER PROP C&G CG-6 CG-6R TRANSITION FROM CG-6 TO CG-6R - - EXISTING TELEPHONE LINE T - - - - T - - - - T - - - PROPOSED TELEPHONE LINE T „ EXISTING STORM SEWER EX. 15 RCP PROP. 15" RCP PROPOSED STORM SEDER ___ EXISTING SANITARY SEWER _,. ,� _ - _ _ S . _ __. - - S ..._ - -. PROPOSED SANITARY SEWER S EXISTING ELECTRIC SERVICE - - E ,- - - - E - - - - E - - - PROPOSED ELECTRIC SERVICE E EXISTING GAS LINE - -G i- - - - G----G--- PROPOSED GAS LINE G PROPERTY LINE FLAW LINE FENCELINE X X x EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE W/ TEE - -- --- - --ed- - -- { -Ti-w- - -- --- PROPOSED WATERLINE W/ TEE - W EXISTING FIRE HYDRANT EXISTING WATER VALVE .- PROPOSED WATER METER PROPOSED REDUCER STOP SIGN PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2 o HANDICAP PARKING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE SCALE: 1" = 2000' Z W W Z Z 01 0 to ao c� .� > W It 5 Q p q CD CQ o ^, � y, �d Z x ►n cat tt � N WCD 0 c, o p. �n ao 0 .� W E , p j E�«,�'- %'' --� _ �" r � ✓ % ��ok � � O ( - �'� _./ ,, / G �`'t.'% �� ^ �y f AI/� \��� \� �'°�` o Qy �; �, J�>",, GE 7 �/ �� E�,.. , S1TE `r ~ `Q +� ��' ` 2� �' ��� '� . y 1�� r �, '= �R� / - ,� - f /J ' `gy p % 9j> �? o i t <� ! A / �� / , \ \\ �s� r \ _ �� � � >>r ,p- �, _ _ ) _... -� . tix.,�-� / )1 ; r�: t -� F� O '' l `, `_. ' ` �/ ` { C.� T ; �, �' / /!`. / `�• - SHEET INDEX 0) COVER SHEET 1' GEOMETRY &UTILITY PLAN 2 LANDSCAPE PLAN 3 E PLAN APPROV& DATE NAME�--`- %0TE w mumBER ---- THIS PLAN IS A MINOR REVISION TO APPROVED PLAN #34-06 Z O W Z p U 0 Pj W A 5 0 Z q •-7 � a W o E-+ Q A A Z W O U � Z a a W W a W A o 0) 0 0 0 0 0 W 0) THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION Fllr r PROJECT INFORMA TION project. The relocation should be done prior to construction. 20. These plans identify the location of all, known gravesites. Gravesites shown on this plan will be p-rotected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. „ 22. Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 24. All utilities to be located underground. 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall ;=eet VDOT minimum design standards and is the responsibility of the developer. required V17. Prior to VDOT acceptance of any streets, all requirestreet signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDIOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and give. -he opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these lens shall expire three 3 ears from the date of the approval letter. pp P p ( ) y pp V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. PROPOSED STREET NAME SIGN -e�- PROPOSED SANITARY LATERAL CLEANOUT S p SANITARY MANHOLE IDENTII'"lER 12 STORM DRAIN STRUCTURE IDENTIFIER � EASEMENT LINE CENTERLINE - EXISTING SPOT ELEVATION X 736.4 PROPOSED SPOT ELEVATION X 35-Q EXISTING TREE LINE ry M � Lic. No. 22837 p /) s� I iV�yti `�IoNAL - SITE LOCATION 285 INDEPENDENCE DR. °i CHESTER, VA 22602 PARCEL IDENTIFICATION NQ- 64-11-15 LOT AREA : 5.00 AC. DISTURBED AREA 3.81 AC. CURRENT ZONING M-1 CURRENT USE MAINTENANCE & REPAIRS (7,200 SF)/OFFICE (1,200 SF) PROPOSED USE SHOP BUILDING EXPANSION & PARKING LOT ADDITION SIGNS: ONE APPROVED EXISTING SIGN. (8'W x 6'H) OUTDOOR LIGHTING: NONE PROPOSED. 14 EXISTING WALLPACKS. ANY FUTURE LIGHTING r SHALL CONFORM TO SEC. 165.201.07 OF THE FREDERICK 0 ZONING ORDINANCE. ALL OUTDOOR LIGHTING SHALL BE ARRANGED TO DEFLECT GLARE AWAY FROM ADJOINING PROPERTIES AND PUBLIC STREETS. SOURCES OF LIGHT ON A LOT SHALL BE HOODED OR CONTROLLED TO PREVENT GLARE BEYOND THE LOT LINE. BUILDING HEIGHT: MAXIMUM ALLOWED=50'-O" PROPOSED= < 20' (PER REGIONAL AIRPORT AUTHORITY) BUILDING SETBACKS: REQUIRED: FRONT: 75 PROPOSED: FRONT: 347.10 SIDE: 25 SIDE: 44 REAR: 25' REAR: 42' F.A.R. CALCULATIONS PARKING CALCULATIONS LOT AREA = 217,800 S.F. - 5.00 ACRES REQUIRED PARKING: PROP BUILDINGS = 8,890 S.F. OFFICE = 1 SPACE PER 25Q S.F. 9,060 S.F. / 217,800 AC = 0.04 = F.A.R. TRUCK MAINTENANCE = 3 PER BAY 8 BAYS x 3 PER BAY LIGHTING NOTE: 24 SPACES REQUIRED OWNER TO PROVIDE THE FULL CUTOFF OFFICE AREA = 1,200 S.F./250 S.F. VISORS FOR ALL EXISTING BUILDING 5 SPACES REQUIRED MOUNTED FIXTURES PRIOR TO C/O. TOTAL SPACES REQUIRED = 29 TOTAL SPACES PROVIDED = 33 HANDICAP SPACES REQUIRED = 26 TO 50 SPACES 2 SPACE REQUIRED - d HANDICAP SPACES PROVIDED = 2 NOTE: A �,� �� k. % 3 2,' THE 2007 EASTERN ROAD PLAN SHOWS A FUTURE REALIGNMENT OF i INDEPENDENCE DRIVE, WHICH MAY HAVE AN IMPACT ON THE SUBJECT PARCEL. 77FN H V U 0) VJ Z 0 E, U U E- a ' U) > P W (Z)shall E-4 � � W W co �'-� � 0 U) Z H U Q-' ® i/) W O > J Z W Q ® W W �i� 0) Z V > M►� -' Z a � W 0) d W O SURVEY AND TOPOCRAPHIC INFORMATION 1. Boundary survey was performed by: GREENWAY ENGINEERING Dated: June 26, 2003 2. Aerial, horizontal and vertical control surveys were performed by: GREENWAY ENGINEERING (Year) 3. Aerial topographic mapping performed by: Dated: FCSA CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location. 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. P Y Y Y Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c The distance between the to of the cover and the co ersetter shall to be between 18 and 21 inches. ) P PP d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8 , 3/4 and 1 water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. APPRO r� YAL FREDERICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL FIRE MARSHALS ' NOTE Fire lane markings and signage: Any No Parking signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshal's Office. TRIP GENERATION DATA Project Name: 7 C. W. WRIGHT CONS TIC UCTI01� CO. Project Nur�iber.. _�. �� `� ��_ • F� - O518CW CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD 130 INDUSTRIAL PARK 1,000 S.F. 9,060 S.F. 6 PER 1,000 S.F. OF GROSS FLOOR AREAI 54 Magisterial District: SHAWNEE MAGISTERIAL DISTRICT Date of Plan: (Month, Day, Year) MARCH 9, 2010 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. * TAON FROM ITE TRIP GENERATIO 7TH EDITION DATE: MARCH 9, 2010 Owner: Address, Including Zip Code & Telephone No. 285 INDEPENDENCE DRIVE UTILITY CONTACTS SCALE: N/A 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. C.W. WRIGHT CONSTRUCTION CO. WINCHESTER, VIRGINIA 22602 540-535-7241 Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. P.O.Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 Developer: SAME AS ABOVE Address, Including Zip Code & Telephone No. SAME AS ABOVE DESIGNED BY: EJG FILE NO. 0518CW Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code &Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 HANDICAPPED PARKING NOTE SHEET 1 OF 3 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 07-76 1010, LOT 16 � 6OWG .,tLEW IREALTY / / LOT 16 2.99 ACRE5 ZONE: MI / U5E: VACANT - T �O f)") EX. A YIGA T/ON EASEMENT / Df3 8410 PC 991I� -� , / h6` / PROP. EXW1 CURB GUTS .B URB RF RG OVED / LOT 15 25' B �x PROP BOAS UR15 2T X ON BOARD PENC X / TM.64-I1-15 OF. 2' _ / CW WRIGHT CO. CURB CUT X �.�0 1 OF �' I a- f- / 5.00 ACRES / ZONE: MI I-_ or\ to EXISTING Dl�AINAGE EASEMENT D8 68 F'C 1/O5 TO BE VACATED ONSITE TYPICAL PAVEMENT SECTION ONSITE TYPICAL PAVEMENT SECTION NOT TO SCALE NOT TO SCALE PAWIN* STALLS ONLY Ib' 8M-TUBA 61WACE C40LME v'• •'n •?; :.+; `. Y: 3' eM-28 BASE COURSE 2' SM-12BU� A SACE COI RSE S' SLCBABE VVoT STD. 21A, TYPE 1 6' SUBBASE VDOT STD. 21A. TYPE I ACTED SUBGRADE ACTED SueGRADE lGG PACTED TO SS% DENSITY lCCt t•AGTED TO IS% DENSITY AT OFTM" M " MOISTURE CONTENT AT OPMA 4 M MOISTURE CONTENT VDOT VTM-1 METHOD) VDOT VT1-1 METHOD) PAV£T•EIdT DEMN EASED ON A SUBGRADE CaR DEW -IN VALVE OF 6. SOIL TEST PAVEMENT DESIGN BASED ON A dBGRADE CBR DEMN VALVE OF 6. SOIL TEST OF THE SUBGRADE MUST 6UBFIITTED FOR ACTlL1L DETER•IPWTION OF REQUIRED OF THE BICGRADE MUST SU EMTTED FOR ACTUAL DETERMRLITIGN OF REQUIRED PAVEf E 4T 6ECTION THIC"ES6 PRIOR TO CCI1,6 ICTIoK PAVEM1191T SECTION THICIQES6 PRIOR TO C"TRJCTIOR D"7pvvL3 a F AN IS A MINOR REVISION TO ED PLAN #34-06 Z_ . PARCEL ? TJ'L 64-A-159D ' V*a:W/A APPLE 5TORACzE, INC. \ DO 56O FG 1105 ZONE: Ml U5 /AL a Z cc W W z z W `� O � cO CQ �p � a � 00 OU ' 'an c0 to a;o i Z~' x �C�' ��3 W�, Q) Q) W U � kn bA �i o a EX. 20' IVIL E61%j7 hN tio �4 Qa e6a J=u IIOS EX 0" alIL 9 w / CURRENT USE: VACANT / \ YP ��' \ ur 'll� * w PROPOSED USE: TRUCK MAINTENANCE/OFFICE ` ' � O EX, FN A66PIO. EX. 8" CAP EX. PAVED PAWING AREA F;z zj R\ _'�fZ� O "CAF U. w W/ 19 STRIPED SPACES v \ \ --� z w z O w c7 f F ROF- ING/ - // �21 z Q z X ��� \ EX. BOARD -ON- �s, �k � EGR E5MT. \ / z C) c7 p 3' MAN DOOR BOARD FENCE \ O � _ _ JJ z � � z DO Y BAY �i� 8 / 1�r ' \O ' / O � z v z Y OR BAY ��� �0 A `� (/1 a DOOR BAY ` 7 O x ....'w• 134 DOOR I 1 CAP \,' ` I I' % ����-- W o I - ' lU P? F,/� �2 ALLP,gCI� UNItSrs,` \ (Z Q 4 EX, W "n � _-' SHOP I �' w_ ---: �\ s� / t�--- ' v� > W a 4a800 S.F V w- - co 888.50 lL PARKING � - '----�°'"' -- - _ "_ ---__ / O � . � / `' S 04 04 ..: ( -THERMOPLASTIC o 5 WALLP -- -�. �- STOP BAR PROP. H \ LLl EX. 24 UJ/L ESMT. - _ __� to / 3B AC{� UNItS _"� 20 -__ ' �� STOP SIGN °' 0 C) 11.5' TOP = G�£3151 Q \ \ \ O 51 _ 1.• - � I,�},_ 247 I�f9 65f? /- _� INV, = 61231 • / I X � .:. • •. GARAGE �'. �.• :. " �---•--_ ��` t1 EX. 8'W x 6'N / - / / DOOR `•" u s -_/ 4 SIGN APPDX. LOC.'. Qy / 21) H QF ;. .'• • '• ' ' �' 6R _ -� 3 HIGH 5LOCK 25, �- E'- - EPERATE �`4 �- _ __ _ + • ( -" _ _ - --_ _ _ F?ETAININC-s WALL PERMIT) , p 40 MARK D. SMITH LIC. No. 22837 w o. o ' p �� I / �o fl /• n� Qo TRUCK MAINTENANCE YARD (�. s09' ' 27 �� / / s� 12' I�ti 1127 E 346 35' �"".��► % ° / SjQNAL (GRAVEL)lu 09 z � DOT -SHADED ARREA DENOTES-----=� S 6u. OL � A VARIAOL E WIL) TN 6NAt'.ED Z Q� ACCESS AND SIGNAGE A± / W to EASEMENT E5TA13L ED / v TO BENEFI T L 0T5 15 d 16, OlI� ry H 9► e83� i Z SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE / IQ - O I OBSCURED BY VEHICLE PARKED IN SPACE. 1 E.P. F.C.R SIGN (SEE DETAIL) RESERVED If 25' BRL INTERNATIONAL SYMBOL PARKING / e OF ACCESSIBILITY ' w 20 ' 5AN, 5Ell/Eh EASEMENT ��° lI l z ® INST. No. 010006i53 / SEE DET. THIS $N1=fi EX. BOARD ON BOARD FENCE TOP _ 693.13 _ INV. 611 �3 o N I 13' MINIMUM I ; Q+ N /5'46'49" Ul 5m94' l5'46'49 lU 40 .4m' 1,4 � o L. O T 12 ; �� w �,co _, LOT 17 GEOMETRY 4 UTILITY FLAN (2) TI"�64-11-I? ti� N 4.0' MIN. LOT 14 � w� 7 TI"1 64-1I-l7 SCALE: 1 - 30 Ge4Rl S NA4LE5 MAX 4.19 ACJ�S 2% T7164-11-14 i Sir O I H D.C.T. t G, LLC tc� ZONE: M/ OEW15 w slwa AS � , rY II � c�} �, 0.4566 ACRES USE: VACANT ?210 ACRES QQ �u�tt / ) v v *- (sl O rY_ 'I Z � E ZONE: MI USE: VACANT 5' * *29: MAXIMUM SLOPE ZU'1(E�: Ml '� � Q, � � �' � IN ALL DIRECTIONS USE: VACANT �� Q � J � �i^11 '_� O o _ • . ering DaU WHEN THE SPACE PROVIDED IS VAN ACCESSIBLE, ( 0 �y DIMENSION SHALL BE 8' IN ACCORDANCE WITH RAMP FOR HANDICAPPED MUST BE LOCATED U 'r� W R '*+ . H.wtom.a ua,<.l.Iogmmner Rau.yPe WSBC MINIMUM REQUIREMENTS. r E-+ O W A L L P A C K° S E R I E S la.mPt.6-_22p2"p _;-_r4-_5 :-- z-;- 4-= ADJACENT TO THE AISLE. �n h �lo` w w Q �--- t C. - Oam" . Dim .b.J oetan, /� % ' Z , Luminaire I ' !,� �/,U O W + vn2K wak�+d� I u laed m•c • i �xalca f �� 11 Walpxk'l and M I_ art � % � a. � W13K Wafpxkk ukted a0C wetio"'ian designedlfor kjhting budrei �,Early era styling� a ,� _ Ma. d HANDICAPPED PARKING SPACE DETAIL O Penmeteh and entrances, .'�' f r I.: j 11" L 2 Source and wattage F and other x.,5 O 30 15 0 30 60 wkl�ne Ngh k wis o1 %main and 'NISI W 27" 7M ka � W � (,4� 0K 35w LPSlw4 Wa'-MT-) u co.seri0'Ia are rerriad. the Easemaintainence 10p lom IFS A 5 `'' 4Fx1J _ imd -1-11^-- b01n31iRdIe glmi mf-lIX F f4�e _ 15n ism -SSV HPS 5GALE: 111 = 30' as � i � _15M 2755Wmnay ,A "'I ^�pin9 250mv 250Wnrtttu "Amh-w1 Weight access to baAastcortyxnnts _70UMH 7Uw MH(N1A waha87ll VY12K7-)Ikg(f S2S bl �L ' . \ \p"--Q \• l y, y, � _ ICONCI tOOW W(WA with 49" !p � `kml ■ are tfxayh the Nell I5or nt ISMflaIUvnvan 3e7aaso.1VA3K-16k9(32-36bs)sal-Ir" du.r a55miMY The 179AI 175`WMI �, • pTtal4' 6a STL TMWj - ALL CORNERS MID ka.kase nc ed-affl 3oor 3ouMFcady 1. ada 6.agassed law a daecMr I _ 26M 26W Cf Iron 9aring to ST n ^u I I p `r t•f • a CENTERS TO BE SHOP ILELDED UY PLATES one wen a d a rnt s daa W 3K BENMD UELD POINTS bc6 ROUGH BAUIi CEDAR PLANKS - 25'F• 25w+ws / - . ■ • ea ' e.a •; r wring mg t 9h a caa0A enty SW"xV STEEL PLATES a OOOLN• apgv M'S 25U.1H• 250Nkel NOTES / • '".$ _ poaa • 9e aovM s1 r k 8` sA a I r - A • 3 Volla/ I .. •. `�.� 1 F - _. - __ Jr a G. - ` a k TO RECEIVE 6' NO. 'T' -_ io 12OV '� D'71R '$� j�•� NRJGEB T3 3'x1/4 xS'0 r.�"'s / `� A- (w, � ; Il GATE POST REMOVED FROM SITE. ��. -� ��� F, _. 2< 2a, I. OUTDOOR BURNING SHALL BE PROHIBITED AND DEBRIS / % -` -,_• 27 27N cc O The wal-nlpunlM hanlnaae steal coexist of 3 MouNtP�g d tail _ 3e 34ry a pres'Ry cnntwred, sPtvlar arodzed ,t '•P''nadlmledf _Mr M,*rvW(120 th-gh 27M LISA / ' �� alur.inmt reflect«, .folded ""°g _ VT Vv / R • 00-w"' L • two, e - pismatk �v xl D7'fak ep(12o,2n. 3arv)cawm i\ tl,errnal,t I2aa?Kate �aA s , Color 2. ALL CRANES OPERATING ON SITE SHALL BE REQUIRED TO �- -� •'•� • Z 6 �• rehactp and i,teod fro bilan In weather. Cpndit entry ' t : az e ' . (;"i^s`-ss'„a. % _' - -,L� ?., ' re0ant de caq ak--lKayng. Lod _-aK aWk �� ' • HAVE AVIATION OBSTRUCTION FLAGS AND/ OR OBSRTUCTION �_--- =___ pp, . • _ • steal f a sets -hinged door secured by two .' l: , . A � .' - wat whae R ' '�'•(^L .la'1 ..i t' -lPON lS' '�••^.,r \ BAR LATCH AND captie s,aln� ree threaded fW-. A a„ b, s .i Ga C r 2> L IGNTS VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT -�� 1 6'xb" CEDAR PO$1S UY E,RACKETB = D+ A dmw max hat he (m S?+ y >f :AN r s optionsa Acce:nudes n�ouf ? F' /ice-/live w/ �•• i eoLDA BASE �ed.n,g 3,. t mare Bala_lt Son*k5rgfor120,2M,277and3lN ,� � : , NIGHT UNLESS LIT. IT 15 CONTRACTORS RESPONSIBILITY TO /� vA'� � IM �$, DATE: MARCH 9 2010 - socket d,al M pre,,M and u:t designed ... AAPked, gt,.y' fxrcrr:rstatci ' (,Ts�l �r /i ` , 2 Do" fi rgfa2092C0adaR b ro _I. m75 PROVIDE FLAGS AND/OR LIGHTS. INTENDED HOURS AND DATES ppBT® �® to masntdrmy on awal f'%'face wekg _ factory Mled l�A� «we,reeedpdebp 301fm*drkalwVs ) Cm, mTand _a5 Roh%leds%kFirs - Mir �. � � OF CRANE CPERATION SHALL BE COORDINATED WITH AIRPORT �_ 4.�I L U acitm Shall be po%nomd fa _ IW 8rv"^R9{`M.3K olJ%1 ' t ' 'anam si.11 poM, a -ffaent of .a am eatdp6p m tkako., "a � 'I a OPERATIONS 5UPERV15OR NO LESS THAN TWENTY-FOUR HOURS =-` �\ a~ - `� utllnbnn of _ for the area to be lighted. _tamp 9`7'-d apprax WM �-' R tfle nrt - to bl. 0 pger temp t- w 2K�,2 snaom and O V 12 N PRIOR TO CRANE WORK -1 � � \\ �-1 SCALE: AS NOTED 6'm• 6'0' The Megnal ballast steal operato a rabrg for the type of entry M. _ Na M v10-d kit ter 206. 2m a 27N i� \ tam and poeide r.k.1,Ie AarNq at Iarper- _ VA2K%tN HC -Ld kit la M, ltarkrsaire Steal be fu,idxd widt a liked _ 'M2KiP rarsevevnanl spews / '\'`'df T IL a alvres m t7w m -29ti FIa9- Starting :,e on fp ly"p p_da pint _*gq Linit _ wi2K'A.G W. W d '7 o^Mb,_�a^d°�� %teal be Hnk,phane �*g -112Kaa P.I,. a"*;Od.aaalable.,a~,,,'.d.,,.,,::..Ptm 3. CONCERNING THE TANKS ON-SITEt A CONTAINMENT DIKE t ,•i �,,�pl. ��M` •.. _t_anTs Pwerf"toraer90% RAC _TTl M fa laper,e 5a vew �"A- -- � , DESIGNED BY: EJG and lamp wa„age "utatkn of uLivdardCS4Ce�.,),e'dI% I A� I*w$ tp IMPACT PROTECTION MUST BE PROVIDED IN ACCORDANCE WITH P 5 12 - l i /` , :_%at:_%fiM whage tAatua- k ( ® �d� � � I ! '��- 6'.a«Hd arelana Hadk� 9naHef' k CHAPTER 34 OF THE IFC. THE STRUCTURE SHOULD ALSO 4 / " �� �►� FILE N0. 0518CW WAL LPACK SERIES 1 l � I , GONFOf�'i TO STADARDS SET FORTH IN CHAPTER 22 OF THE IFC \� \ DUMPSTER GATE DETAIL HOLObHANE° z a HOLOPHANEPerformance Specification ® AND ALSO THE NFPA. ELECTRICAL PERMIT AND PLAN55 SHALL pRIVEUJAY Si�,4CING pET741L 50 25 0 50 100 SHEET 2 OF 3 lNOT TO SCALE) BE REQUIRED TO EXTEND SYSTEMS TO PUMPS. -- SCALE: I" = 50' ommmod 5GALE: 1" = 50' 07-76 a _---lV ------.---.------- �-- ------ 1 Lu —\/------------------ --- — ---__----------- / ( 1 11 612 ___\ _TM.64-11-I6------/ ------------ 610 \ _----- z _G_G ALLEN REAL LO - 16 ------ 2.99 AcRE6- . -- _ _._. - _. - - -Za E. 111 ' • \ / \ � USE. VACANT ` - - - ._._-• - �'`' ..._ , DRA/NAGE EASEMENT - La -- \ \ \ — — _ ._- .•' — ��z - _ 11 Ta 868 Fix 11�5 \ \ \� \ W00 _ r_- / - ` I I I �E VACATED '■ t I/ / f / -� / i — •�J / 1�'�� ` �e w"+ --^ -�' - --iE�, \\ C) 'mil cd 62 5 /536'?5'=E' 69/5' ------------- - ' ' ~\ 1 �� \AmmmL` W �' a� � — — _ e - _ _ — — _� �� O1 -^� \ I PARCEL ? \ \ b w, Q � � /' /'/ �'-' .--•/ /-�—'J '�^-'' _..--1. ---------- �616 _ —__ ``---------.—._._----_ ,—`— _ _�' 1^ \ \ \\ ``' �• �._.. AV/CATION EASEMENT �" W I E 991d '.�` -- -_ --__------- _ -----------------__ -- ` \� V/RUNIA?4MESTORACKINC. �� Q) to I / DB 84O FG / _ ! - _` _ _ _ _ -• -- LOT r15 / WRICxNT-G`O. / /' � -' �/' -' _ - _ -_ -._,,, -� �„ /I. ESMT 500 ACRES / , i- / \ r I l %r ! �i-r I I I �� — —-------_ -�;``! ` — _^ W (n r - // ZONE: MI-- / ! / CURRENT USE: VACANT PROP05ED USE: TRUCK MAINTENANCE/OFFICE / -- ! EXISTIGN TREE CREDIT AREA �' / / f \\ �"' 1 \ \ \ \ \ ` �/ p PER SECTION 165Z0301C �� - - \ �\\ / ,-mod—"' / - . ',� U \ \ OF THE FIRM COIMTI ZONMG ORDIANCE / / �� _ - - �� �^ 8 \ 1'-`� 7` y\� 0 C7 Z Z 5ei� ram. \ ....,, -,.,.. ` \ y \ r -�' j - �• 0�">„ "-- �j � a a. \ ` �/�. s%`,O�--W _. EvERrsREEN HEDCsE \� S 81Q� \ \ \ /�-'f W W v 4,800 S.F. V ! �, L''�--_ — Ww _ - -_ -��_� \ .moo O / to v� FF-@89.60- cv EX elm ,.� / 1• ~ -? 1 / b to \ 000 i j ,•-' / / ' `'/� . `• • - • '• 24.5' .,„ '5 2ta' �EX Fla f�t7l.iM \ \ \ --__C• - -- _ _ ,� TOP = 681.51 co c� ! /' / '� / / '�/ .r rt•,.' � • ' �/I, �`` _ INV. = 61231 H op OU -7/ ,i' / r ``f/ s :...; • . yr'nq- N ICON LOCK 58RL \`\ � /ry�0 I 65, - 3' HIGH `\ EVEI<sREEN HEDGE \\ sl S j 1117" E-3463 D07'-6NAOEO AREA DENOTES \ A VARIAFLE W11. TN SNAKED \ i l �Q` Q I \ ACCESS AND S/GNAGE/� \I " \ EASEMENT E5TA1305NED J \ TO DENEiT LOTS 6 s 5/MXRK D S�TH Lic. No. 22837 0 L � 12 [ Usti SIGNAL \ \ 20' SAN. 55UER EASEMENT \ /N5 r No. PJI0006153 r / \ TOP = 693.13 INV. = 611.03/ / LOT 1' \ \ T".. 64-11-14 \ \ 0EW16 W sll -W4As \ ZONE: MI USE: VACANT l l ( l �, m nN' I (� �• — — _" '_' -- - \ \ I _ — -� / I I !' III \ \ LANDSCAPE CALCULATIONS OPEN SPACE CALCULATIONS = LANDSCAPE AREA REQUIRED=25% OF SITE 25% OPEN SPACE REQUIRED 217,800 SF X 0.25 = 54,450 SF REQUIRED 102,820 SF (OS)/217,800 (TOTAL SITE)=47.2% OPEN SPACE PROVIDED = 102,820 SF OR 47% PARKING AREA LANDSCAPING TOTAL PROPOSED IMPERVIOUS AREA = 108,088 SF REQUIRED PERIMETER PLANTINGS = 100,000/2000=50 + 8,088/5000=2 TOTAL PERIMETER PLANTINGS REQUIRED = 52 TREES REQUIRED INTERIOR PARKING LOT = 5% & 1 TREE PER 10 SPACES 33 SPACES/10 = 4 TREES REQUIRED TOTAL REQUIRED PLANTINGS = 56 TREES TOTAL PLANTING PROVIDED = 63 TREES EXISTING TREE CREDIT - AREA SHOWN ABOVE CONTAINS MATURE TREES WHICH SHALL REMAIN AND BE UTLIZED TOWARDS THE EXISTING TREE CREDITS PER SECTION 165.203.01.0 OF THE FREDERICK COUNTY ZONING ORDINACE. NOTE: THIS' SHEET FOR LANDSCAPE PURPOSES ONLY!!! NOTE: MUCH OF THE LANDSCAPING SHOWN IS EXISTING ON SITE. HOWEVER; SOME OF THE TREES PLANTED IN CONJUCTION WITH PREVIOUS PLAN APPROVALS ARE NOW DEAD AND SHOULD BE REPLACED. NOTE: ANY FUTURE DISTURBANCE OF THE EXISTING MATURE WOODLANDS WILL REQUIRE A REVISED LANDSCAPING PLAN TO REPLANT. LEGEND SYM50L SPECIES QTY. DECIDUOUS 6 V - EVERGREEN 51 SHRUB 30 - .- TREE LINE OF MATURE DECIDUOUS HARDWOOD ICE • 00 W Z O m E-{ I— 3 U) > cr. �� z Z to W O O V ~ O E-- s � w i z 0 w W Q go�w CC m �z . .J a H d O 1 DATE: MARCH 9, 2010 SCALE: 1"=30' DESIGNED BY: EJG FILE NO. 0518CW SHEET 3 OF 3 07-76 CENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in t of the responsibilities contained in the Virginia Erosion and Sediment no way relieves the developer or his agent p g� Control Handbook. ed from the Office of the Resident Engineer, Virginia Department of Transportation 3. A permit must be obtain g g P (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is PP P g required under State law. �> 5. The exact location of all guard rails will be determined b VDOT personnel. A joint inspection will be held g Y P j P Representatives, and Representatives of the Virginia Department of Transportation with the Developer, County Represen p g P P (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.�� 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-l. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment, prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right -of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at 540 662-4185 immediate) of an discrepancies between actual field conditions and the approved pl_�.n. ( ) Y y 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 24. All utilities to be located underground. 25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways. Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. VO0T GENERAL NOTES Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within 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 fla ers must be certified in accordance with Section 104.04 c of the VDOT Road and Bride Specifications. gg O g P V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private /public utility companies. It is the and identify utility facilities or items that may be in conflict sole responsibility of the developer to locate y y y with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision,_�!� shall be the responsibility of the developer. P y P V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall 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. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to an required g q P y q or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Sections 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. VI 1. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) 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 VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch 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, density tests shall be performed by a qualified independent agency in accordance 'vAth VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall ri-eet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets,. all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in installation criteria. Final approval of the guardrail layout to be given b VDOT after accordance with VDOT's in pp g y g y grading is mostly complete. LEGEND EXISTING INTERMEDIATE CONTOUR -- - - - -- -330 "J - -- " - EXISTING INDEX CONTOUR ------------ --- 330 PROPOSED CONTOUR 400 EX E P EXISTING EDGE OF PAVEMENT � PROP E P PROPOSED EDGE OF PAVEMENT / EX C&G EXISTING CURB AND GUTTER PROP C&G PROPOSED CURB AND GUTTER,, CG-6 0 CG-6R TRANSITION FROM CG-6 TO CG-6R - - - - - EXISTING TELEPHONE LINE T - - - - T - T - - - PROPOSED TELEPHONE LINE T EXISTING STORM SEWER EX. 15 RCP PROP. 15" RCP y PROPOSED STORM SEWER EXISTING SANITARY SEVER -- -_ - - - -- - -- -- -- -- -- --.- PROPOSED SANITARY SEWER S EXISTING ELECTRIC SERVICE - - E - - - - E _ - - - E - - - PROPOSED ELECTRIC SERVICE E EXISTING GAS LINE - -G- - - - G - - - - G - - - PROPOSED GAS LINE G PROPERTY LINE ��- LINE - -� - y - FENCELINE X X X EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL a EXISTING WATERLINE W/ TEE -k/-- --- -- --id--- - [mI--W-••� -- -~ PROPOSED WATERLINE W/ TEE W EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER METER PROPOSED REDUCER W STOP SIGN `� PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 HANDICAP PARKING (� VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN 1PROJECT PROPOSED SANITARY LATERAL CLEANOUT S p SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER 6 EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION X 735.4 PROPOSED SPOT ELEVATION X 35� EXISTING TREE LINE VICINITY MAP SCALE: 1 " = 2000' 0 Z UA W Z Z W N � N � 0 � � � o Q .� ao 0 W to on '� p .� o a� Z x ►n c� 'd +' o Lo a on .� L104 �; H r, ` Cat am. wm ?� `\ ` 9 ��-~`'-- `� `,~`'`--�, / �,%' ; � ��, 1�, �,., , , �.\ J < O /;, f O �y' 9 ^ \ `.'r \� \'� �� �, % \.,�"R`� �` �_ ��� O N y.� p •.>� , '` . `0 JAG 1y� C,E f \~`� SITE J ~ %" t2 " f 1``� ' `��' �� '�m-- � � _� � �! r�,� .' %�.Y��1 / � -� O /l , � ,� �, �i .,, 9T � � \,, �%\ ? ti,!� % i, °, /� ��- /f °�^• �� ��� T,(� r �` �S/ / �` - �_ t..r ' J j� _1 (� �� F �- - - �`� % 1� ,� .1; 1 SHEET INDEX .. °� o W r4, COVER SHEET GEOMETRY &UTILITY PLAN 2 LANDSCAPE PLAN 3 SffE PLAN APPROVAL NAME �A���� THIS PLAN IS A MINOR REVISION TO SITE PLAN NUMBER APPROVED PLAN #34-06 Z O r� 5 Z o U H O q 9 W a 0O Z A x A Z A W A Z PQ o U � z z A 5 A~ W A o CD to 0 to N 0 r o THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION FI�r O ry M K D, SMITH -d SIC. No 22837 A �IONAL INFORMATION SITE LOCATION 285 INDEPENDENCE DR. WINCHESTER, VA 22602 PARCEL IDENTIFICATION NO. 64-11-15 LOT AREA 5.00 A.C. DISTURBED AREA 3.81 AC. CURRENT ZONING M-1 CURRENT USE MAINTENANCE & REPAIRS (7,200 SF)/OFFICE (1,200 SF) PROPOSED USE SHOP BUILDING EXPANSION & PARKING LOT ADDITION SIGNS: ONE APPROVED EXISTING SIGN. (8'W x 6'H) OUTDOOR LIGHTING: NONE PROPOSED. 14 EXISTING WALLPACKS. ANY FUTURE LIGHTING SHALL CONFORM TO SEC. 165.201.07 OF THE FREDERICK COUNTY ZONING ORDINANCE. ALL OUTDOOR LIGHTING SHALL BE ARRANGED TO DEFLECT GLARE AWAY FROM ADJOINING PROPERTIES AND PUBLIC STREETS. SOURCES OF LIGHT ON A LOT SHALL BE HOODED OR CONTROLLED TO PREVENT GLARE BEYOND THE LOT LINE. BUILDING HEIGHT: MAXIMUM ALLOWED=50'-0" PROPOSED= < 20' (PER REGIONAL AIRPORT AUTHORITY) BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: 347.10' SIDE: 25' SIDE: 4' REAR: 25 REAR: 42' F.A.R. CALCULATIONS PARKING CALCULATIONS LOT AREA = 217,800 S.F. - 5.00 ACRES REQUIRED PARKING: PROP BUILDINGS = 8,890 S.F. OFFICE = 1 SPACE PER 25Q S.F. 9,060 S.F. / 217,800 AC = 0.04 = F.A.R. TRUCK MAINTENANCE = 3 PER BAY 8 BAYS x 3 PER BAY LIGHTING NOTE: 24 SPACES REQUIRED OWNER TO PROVIDE THE FULL CUTOFF OFFICE AREA = 1,200 S.F./250 S.F. VISORS FOR ALL EXISTING BUILDING 5 SPACES REQUIRED MOUNTED FIXTURES PRIOR TO C/0. TOTAL SPACES REQUIRED = 29 _. TOTAL SPACES PROVIDED = 33 T HANDICAP SPACES REQUIRED = 26 PTO �5r� _SP�CF�S 2 SPACE REQUIRED HANDICAP SPACES PROVIDED 2 y NOTE: THE 2007 EASTERN ROAD PLAN SHOWS A FUTURE REALIGNMENT OF ���'® • �t�t � INDEPENDENCE DRIVE, WHICH M.AY HAVE AN IMPACT ON THE SUBJECT PARCEL. _�° -� -�4 H d V U W Z Z ® � ® E-i U Q; V > E-{ Q > H > ^ W Q W V♦ Q+ �D TM W O E- U) �i H' U1 W ® 0 V J U Z W Q _ 0 W 0 ; � � s li Z J J • W d0) � Q Z SURVEY AND TOPOGRAPHIC INFORMATION 1. Boundary survey was performed by: GREENWAY ENGINEERING Dated: June 26, 2003 2. Aerial, horizontal and vertical control surveys were performed by: GREENWAY ENGINEERING (Year) 3. Aerial topographic mapping performed by: Dated: FCSA CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location. 3. coordinate installation with the engineering -assistant.' 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c The distance between the to of the cover and the coppersetter shall to be between 18 and 21 inches. ) P d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. b) An Application for Service must be made and fees paid before work will begin. „ c) The Authority shall furnish and install all 5/8", 3/4 and 1 water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. APPROVAL r �. �/ ' REDERICK COUNTY ZONING ADMINISTRATOR DATE * APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL FIRE MARSHALS i NOTE Fire lane markings and siBna$e: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshal's Office. TRIP GENERATION DATA Project Name: , C. W. WRIGHT CONS TI-� UCTION CO. Project Number: 0518CW CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD 130 INDUSTRIAL PARK 1,000 S.F. 9,060 S.F. 6 PER 1,000 S.F. OF GROSS FLOOR AREA 54 Magisterial District: SHAWNEE MAGISTERIAL DISTRICT Date of Plan: (Month, Day, Year) MARCH 9, 2010 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. * T N FROM ITE TRIP GENERATIO 7TH EDITION Owner: Address, Including Zip Code & Telephone No. 285 INDEPENDENCE DRIVp DATE: MARCH 9, 2010 UTILITY CONTACTS SCALE: N/A 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. C.W. WRIGHT CONSTRUCTION CO. WINCHESTER, VIRGINIA 22602 540-535-7241 Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 17398 Winchester, P.O. Box 18 VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 Developer: SAME AS ABOVE Address, Including Zip Code & Telephone No. SAME AS ABOVE DESIGNED BY: EJG FILE NO. 0518CW Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code &Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 HANDICAPPED PARKING NOTE SHEET 1 OF 3 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 07-76 10000' 00000, EXISTING DRAINAGE EASEl7ENr DB 868 F'G 1105 f3E VACATED 1000, �,.,.•.°--�'n"'.""" °• i- ... ,. ,... . .tea.. / ----- _,_— 'tea,".-,•` s 15,56',25" E 569.15' �- �9 EX. A V16A r/ON EASEMENT / DB 0410 FG 390J —� / . �3A(O CURB GUTS / / PROP. EX. ASPHALT CURB -t W/ � URB k� ,F R410VED / LOT 15 25' B X 1 ROP a0A PROP. 2T w / x ON BOARD FENC T.M. E - 64-11-15 OF. 2' CW WRIGHT CO. CURB CUT x , Ao , pP �' -7 23 5,00 ACRES f; - ` I 1q �� c� / ZONE: M1 \ �' IC) ~ or O CURRENT USE: VACANT 3t l'P' / LOT 16 T71. 64-11-16 ORE6 ALLEN REAL TY 299 ACRIE5 ZONE: P 11 IA9E: VACANT / LOT 16 �--- n r"'T_ ......... . E � E 'Is ONSITE TYPICAL PAVEMENT SECTION NOT TO SCALE Lb* SM-12DA WMACE COURSE • , ' , • �':''' .� +' 3' 5M-16 BABE COURSE 8' SU56ASE VDOT STD. 2 A, TYPE I ACTED WEICR4DE (COMPACTED TO 96R DENSITY AT OPTI'LM MOISTURE CONTENT VDOT VIM-1 METHOD) PAVEMENT DEWN BASED ON A bUBGRADE CER DEWIN VALVE OF: 6. SOIL TEST OF THE OUBGRADE MUST SIb I"M FOR ACTUAL DETERMKATION OF FEW11WD PAVEMENT SECTION THICfQESS PMOR TO CCNSTRJCTION. Dt-pats ONSITE TYPICAL PAVEMENT SECTION NOT TO SCALE PARKING STALLS ONLY 2' SM-T2AA SUFeFACE COURSE 6' SkbBASE VDOT STD. 2iA TYPE I MUMMMMMMM ACTED SI�GRADE (CGhRAGTED TO 961t DE7ISTiT AT OPT11 APT MOISTURE CONTENT VDOT VTM-I METHOD) PAVEMENT DES6N BASED ON A &W- RADE CM DESK,N VALVE OF 6. SOIL TEST OF TI•E "GGRADE MUST S1EMITTED FOR ACTUAL DETEFYIINATION OF FEdJIRIM PAVEMENT SECTION THUCM06 PRIOR TO 0"TRLICTION. Dt-p—u _ F AN IS A MINOR REVISION TO ED PLAN #34-06 PAIFr�-EL 2 TI't 64-A-1390 VllaW/N/A APPLE STORAGE, INC. DB666PG1105 ZOw: MI USE: INDUSTRIAL a z rc W W x z W o to cD 65 Q«S C\2 00 co �� A ~> x I LO� a� Lu � � U E a u7 bn LO .--A H un � " a) o on y w) PROPOSED USE: TRUCK MAINTENANCE/OFFICE +- ---__ �1z � F'-��� — � EX.•8 CAf� � EX. PAVED PA,:ING AREA — R\ \ ` ro BE f�E�1oVED z w " x W/ 19 STRIPED SPACES \ z w o E.r IU w o 0 co 0 c� � F'F'OP. INC3/ - // �5i z Q x EX. BOARD -ON- ° / Z o w x / S, k E� ECP ESMT. ,� z 1 �il 3' MAN DOOR BOARD FENCE \ — Z x / BAY 8„ �, O� Q P. Z y POOR B'4 Y Bq r �` � c� z DOOR �NGE ►2�; • wDALLPACK Oo2BAY o DOOR o v) p" Ez0 X:p ITS 41 EX- SHOP Lu vW) 'Pop. - LL _PAF4<11 oLL O4.800F 0, 00 34 w 3 i 4•.... THERMOPLASTIC I -_ r5%)f= B R PROP. H ' 5 EX. 2aU/L ESMT.38W 0) LID o�ALLPACK STOSICN �Q 01 C-A F GCS •. 241 2p a) - _ _ f = 6 i -- . e �n r 241 } 1jj.1 fv5 P V .- _. ' ,�' r . � 1• • .. • I-- �jl I I I ; I t S I IN 61231 GA l t: EX. 8 W x roH / DOOR •" U _—, N SIGN APPDX. LOC. [ / / `� OF L L _ 1 _ 25, g (APPROVED / I y_. r - - :.. • _ — 3' I IICsH �LOCK E SEPERATE r ,�L`� �, 0� O RL �` RETAINING WALL PERMIT) MARK �' Dr SMITH II b SIC. No. 22837 / ►� -/ /l �♦Q` •w` S�A ' I 0O TRUCK MAINTENANCE YARD 12 = � Q•/l2736.� IONLoma w o Dor-SlIADED A �A DENorES— A VA?IABLE WILD rN SNAEED 3 p ACCESS AND SIGNAGE 4 W 0 '' EASEMENT E5TA13L 1sNED /o o �, i�1 f ro B�N� A0 _ �1r ors 15 d 1�. .;�' ry'k E— �� 4 SEE DET. THIS 5HEE I N /5 e46'49" W 50.94' LOT 17 T11 64-I1-17 O.C.T, t C, LLC 8.4566 AC1�E5 ' ZONE: MI USE: VACANT 1 aaaaaaaaaaaaaaaaaaaaaaaaaaaaaao 30 15 O 50 60 mmmmmmmi 5GALE: 1" = 30' :.• : -CORNERS•nit. CENTERS._ ....PLATES S*x9*x14" STEEL FLATES r - f— .,1�►�iiiiii��1 ���::::::��111__ .: BAR LATCH AND b'xb' CEDAR POSTS LLV BRACKETS STL COL" BASE GRADE DLIMPSTER GATE DETAIL (NOT TO SCALE) WALLP/ i VJ:111pak A and AI fift_ are dmigneA for fighting Wilding perirnete and olr es. ba6g ad other aaem whoa high M,eb M --fty and canerJa�Ce art regired. The borosificate glass refractor pt dt-- spakg oitoia and fde. Relarping and aces to'1`e ballast eo of ooent, are aonn p lud 0-,qh the ,elf hi" door a.,t* The kmmake an be —led "a recessed --tioo boa or 15" to the�w�hIo a�nd accept sudae wiring " k4 a oadu8 mty EX. BOARD ON 15'4649' W 40A-40' GEOMETRY 4 UTILITY PLAN SCALE: I" = 30' The wag-m t'd kaninake shall consist of a pronely contoured. speokr mxdmd ,ft"'m wn reflector, molded prismatic thermal shockaesistat bpo ate gas .Wn, and i,"al NID ballast In —*a ,- reastant, de cast akarnxlm hwv Lw sluA haw a self -hinged door secured by t- wpf e stanles sleet threaded 14eners. O.eran 6n rnlora •tut be (m noted on pg. 3). Lunwuke WW and socket steal be prewired and a designad l '.�to rnmalt drKty on a wall (a sudace wirng I o o e a recessed oMM bm 301 for dM61.4 aW Core, ai ad Luniraire shall capacitors shall be positioned for pm.;de a c fficient of rnasirtnrmheat:*.tien. Suppywm_b otizatbn of_ for the area to be WAM. the unit are to be of proper terrperN The htegral t." shall operate a — rating for the type of entry M. tarp and poide re[ ble starting at tmper- Ls *ei a dull be finished with a baked atures m by as -29"C (7n. Stating Are on poynta pv dl. pant co.Nk LN oam+t sfuA )]e _ anp; and operating shall he Hnlophane cm*9 . oment—an":p_fxto, rg0% rwrber . and lamp wattage "g"I'lbn of : %al t _%irte wllage hrNa- UL Usted and CSA CeniW, The unit Is ( j bon.Cl-P too n e Rah st Nadbock 14- .Ikle br wet loeavan Performance Specification �HANE® 2 LOT 12 T71 64-11-12 CARL 6. "E6 4.19 ACIDS ZONE: MI USE: VACANT Ordering Data How to romtrnR a ateloq member Ni m type [aample: yt731L-15QHP —�Z—SI flu In —_—_ 1 2 3 4 5 at n°_ 1 2 3 4 S Cn m Dewlptlm 0knanno d Detaft 1 Luminaire =YA2K walpad K 11 Med a0•C wtd t l-1 NL3K Wanted R U %red ao•c wet luaticr[ CSl renikd 2 Soume and wattage •• �, WL2K _035LP 35W LPS RYA wah'7m') _ 07" 70N /a5 _ I IOOW W5 F- —I f-- —•1 I SAHP (SON-5sV hTs wtM wW _ 100MV I00W -,m _ 17$W 175W ^. "Y _ 25" 25M n e rj RYA wnh -W) Weight _70" 70N MI (WA with 4e04 VA 7-11 kg(15-25 bA3 _10DMH IOM AN(WA`A aeO.d V7L11(15-16 kg p2.36N _ 15DMI 1SUN MI RYA with 347 a e8M _ I75W I75W Mf _ 301)N 30M oca 6-,"t, read be. — 2KR 26W CS Inrwc s1a! g em'0 SP t) WUK _ ]SKIP250N1*5 _ 4001P• 100-4 MS _ 250141- 25M W _ 100Kaf° 40OW MI 3 Voltage 12 120V — 20 1[ 21 140V _ 21 277V _ 31 34 V _ 48 aq0 _ MT MAFtap (120 Rrwgh 277V) USA _VT Vaidp(I M, 277,347V) Canada i Color _ . B*k _ Ya1 WMe _ GR Grey S Optfons 8 Acceasocles _ FI Sgk ke3ng f"r 120. 2e0, 277 and 3A V, fernery k..kd _F2 N kkl k.9 fn 2% 2a0ad 19N. fano,y- Aed _ g Rotected rianer HPS Tenet oNy _TW Thu —kg Wx oroo _ U Lkdnpm optic — tanp Stv—t of aplagrbte b— _ 11a2KfW12 nrUUamtrt/ 0 fur WN _ NA2KPR PW—td ka V 208. 2e0 a 27N _ Wi2KM34 Plw —t d kit la 34 V _VViRM Wee qwd - _ V42KM Mprbmah slvAd, rot aiaiabk widt -m Rau wirkg opam _ Tml D— for lampa.ebba ve+as - Avaaade wiM-1, WALLPACK" SERIES 3 HOLOPHANE" SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. F.E.P. SIGN (SEE DETAIL) RESERVED INTERNATIONAL SYMBOL PARKING OF ACCESSIBILITY 0 o I 13' MINIMUM bo 4.0' MIN, 7.0' MAX. 2% MAX 5 * *2% ALL DIRECTIONS SLOPEMAXIMUM * WHEN THE SPACE PROVIDED IS VAN ACCESSIBLE, NOTE: DIMENSION SHALL BE 8' IN ACCORDANCE WITH RAMP FOR HANDICAPPED MUST BE LOCATED VUSBC MINIMUM REQUIREMENTS. ADJACENT TO THE AISLE. HANDICAPPED PARKING SPACE DETAIL NOTES: I. OUTDOOR BURNING SHALL BE PROHIBITED AND DEBRIS REMOVED FROM SITE. 2. ALL CRANES OPERATING ON SITE SHALL BE REQUIRED TO HAVE AVIATION OBSTRUCTION FLAGS AND/ OR OB5RTUCTION LIGHTS VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT UNLESS LIT. IT IS CONTRACTORS RESPONSIBILITY TO PROVIDE FLAGS AND/OR LIGHTS. INTENDED HOURS AND DATES OF CRANE OPERATION SHALL BE COORDINATED WITH AIRPORT OPERATIONS SUPERVISOR NO LESS THAN TWENTY-FOUR HOURS PRIOR TO CRANE WORK 3. CONCERNING THE TANKS ON-51TEt A CONTAINMENT DIKE t IMPACT PROTECTION MUST BE PROVIDED IN ACCORDANCE WITH CHAPTER 34 OF THE IFC. THE STRUCTURE SHOULD ALSO CONFORM TO STADARDS SET FORTH IN CHAPTER 22 OF THE IFC AND ALSO THE NFPA. ELECTRICAL PERMIT AND PLAN55 SHALL BE REQUIRED TO EXTEND SYSTEMS TO PUMPS. EX ?O, CU/L EGllr DB B6a r:u 1105 EX fiN A56PIO Ex. 8" (U/L EX. 8 ' GAR7 /` Ei�C 1oJ ° X 8 00 Z / 20' 5AN- SEUER EASEMENT z lNST. No. 010006153 O E TOP 693.13 / U INV. = 671-03 / / ~ uj zz I Cr. z z / W LOT 14 ;Q1 E / �. 3 4 b t 64-A-14 I X i l , Z 0EW15 W S/�KNAS I O Q 1 / t� �, 2" ACRES I QW I c 41 TZ W O ZONE: MI ' Z U) U USE: VACANT O� n,1j; O O '—' ^� If ��p w I'_ Z w Q Ir a p w w An X I I( q 0 di Z I II I! W 1 43,:e --aa �iVA. _e*stoppMW /�r- -` = .--...-'."`� `\ Ste• � \ / DRIVEWAY 5FACING PETAL 50 25 O 50 100 SCALE: P = 50' 5GALE: 1" = 50' DATE: MARCH 9, 2010 SCALE: AS NOTED DESIGNED BY: EJG FILE N0, 0518CW SHEET 2 OF 3 07-76 LOT 12 T71 64-11-12 CARL 6. "E6 4.19 ACIDS ZONE: MI USE: VACANT Ordering Data How to romtrnR a ateloq member Ni m type [aample: yt731L-15QHP —�Z—SI flu In —_—_ 1 2 3 4 5 at n°_ 1 2 3 4 S Cn m Dewlptlm 0knanno d Detaft 1 Luminaire =YA2K walpad K 11 Med a0•C wtd t l-1 NL3K Wanted R U %red ao•c wet luaticr[ CSl renikd 2 Soume and wattage •• �, WL2K _035LP 35W LPS RYA wah'7m') _ 07" 70N /a5 _ I IOOW W5 F- —I f-- —•1 I SAHP (SON-5sV hTs wtM wW _ 100MV I00W -,m _ 17$W 175W ^. "Y _ 25" 25M n e rj RYA wnh -W) Weight _70" 70N MI (WA with 4e04 VA 7-11 kg(15-25 bA3 _10DMH IOM AN(WA`A aeO.d V7L11(15-16 kg p2.36N _ 15DMI 1SUN MI RYA with 347 a e8M _ I75W I75W Mf _ 301)N 30M oca 6-,"t, read be. — 2KR 26W CS Inrwc s1a! g em'0 SP t) WUK _ ]SKIP250N1*5 _ 4001P• 100-4 MS _ 250141- 25M W _ 100Kaf° 40OW MI 3 Voltage 12 120V — 20 1[ 21 140V _ 21 277V _ 31 34 V _ 48 aq0 _ MT MAFtap (120 Rrwgh 277V) USA _VT Vaidp(I M, 277,347V) Canada i Color _ . B*k _ Ya1 WMe _ GR Grey S Optfons 8 Acceasocles _ FI Sgk ke3ng f"r 120. 2e0, 277 and 3A V, fernery k..kd _F2 N kkl k.9 fn 2% 2a0ad 19N. fano,y- Aed _ g Rotected rianer HPS Tenet oNy _TW Thu —kg Wx oroo _ U Lkdnpm optic — tanp Stv—t of aplagrbte b— _ 11a2KfW12 nrUUamtrt/ 0 fur WN _ NA2KPR PW—td ka V 208. 2e0 a 27N _ Wi2KM34 Plw —t d kit la 34 V _VViRM Wee qwd - _ V42KM Mprbmah slvAd, rot aiaiabk widt -m Rau wirkg opam _ Tml D— for lampa.ebba ve+as - Avaaade wiM-1, WALLPACK" SERIES 3 HOLOPHANE" SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. F.E.P. SIGN (SEE DETAIL) RESERVED INTERNATIONAL SYMBOL PARKING OF ACCESSIBILITY 0 o I 13' MINIMUM bo 4.0' MIN, 7.0' MAX. 2% MAX 5 * *2% ALL DIRECTIONS SLOPEMAXIMUM * WHEN THE SPACE PROVIDED IS VAN ACCESSIBLE, NOTE: DIMENSION SHALL BE 8' IN ACCORDANCE WITH RAMP FOR HANDICAPPED MUST BE LOCATED VUSBC MINIMUM REQUIREMENTS. ADJACENT TO THE AISLE. HANDICAPPED PARKING SPACE DETAIL NOTES: I. OUTDOOR BURNING SHALL BE PROHIBITED AND DEBRIS REMOVED FROM SITE. 2. ALL CRANES OPERATING ON SITE SHALL BE REQUIRED TO HAVE AVIATION OBSTRUCTION FLAGS AND/ OR OB5RTUCTION LIGHTS VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT UNLESS LIT. IT IS CONTRACTORS RESPONSIBILITY TO PROVIDE FLAGS AND/OR LIGHTS. INTENDED HOURS AND DATES OF CRANE OPERATION SHALL BE COORDINATED WITH AIRPORT OPERATIONS SUPERVISOR NO LESS THAN TWENTY-FOUR HOURS PRIOR TO CRANE WORK 3. CONCERNING THE TANKS ON-51TEt A CONTAINMENT DIKE t IMPACT PROTECTION MUST BE PROVIDED IN ACCORDANCE WITH CHAPTER 34 OF THE IFC. THE STRUCTURE SHOULD ALSO CONFORM TO STADARDS SET FORTH IN CHAPTER 22 OF THE IFC AND ALSO THE NFPA. ELECTRICAL PERMIT AND PLAN55 SHALL BE REQUIRED TO EXTEND SYSTEMS TO PUMPS. EX ?O, CU/L EGllr DB B6a r:u 1105 EX fiN A56PIO Ex. 8" (U/L EX. 8 ' GAR7 /` Ei�C 1oJ ° X 8 00 Z / 20' 5AN- SEUER EASEMENT z lNST. No. 010006153 O E TOP 693.13 / U INV. = 671-03 / / ~ uj zz I Cr. z z / W LOT 14 ;Q1 E / �. 3 4 b t 64-A-14 I X i l , Z 0EW15 W S/�KNAS I O Q 1 / t� �, 2" ACRES I QW I c 41 TZ W O ZONE: MI ' Z U) U USE: VACANT O� n,1j; O O '—' ^� If ��p w I'_ Z w Q Ir a p w w An X I I( q 0 di Z I II I! W 1 43,:e --aa �iVA. _e*stoppMW /�r- -` = .--...-'."`� `\ Ste• � \ / DRIVEWAY 5FACING PETAL 50 25 O 50 100 SCALE: P = 50' 5GALE: 1" = 50' DATE: MARCH 9, 2010 SCALE: AS NOTED DESIGNED BY: EJG FILE N0, 0518CW SHEET 2 OF 3 07-76 (o HIGH EVEI<1REEN HEPCsE \ \ _ �l S �9'l127" E 346,35 '�`�•�. ''rz' . \ �0 / / \ ` - DO r-SHADED AREA DENOTES \ A VARIAF34E UIIDTN SNARED \ ACCESS AND 5/GNAGE �; \ j7 EASEMENT ES TABL 15NEO \ \ 7'0 BENEF1r L0r6 /5 s 16, \�/Q^� / ty ! 20 5AN. 55U ER EA5ENENr l l 11 INST. No. 01 .006153 TOP = 693.13 \ ' n 5,m 94' " "r .....,,._...--- __..,.,i v iv n r w \-►pro.-rry � � LOT Y� ,.... --- — — \��N154649 W,\ 12\\ LOT 17 �- \ M 64-11-12 LOT 14 \ _ — _ I \ \ CARD$. "ES � � . � � i l Il / I V ►--I - _ TH, 6441-17 4./9'�. ` ` TM. 64-11-14 _ ,D.C.T, i Cs, LLC �.-�- _ �- / \ \ \ ,� DEWIS W 811�IAS l I / l \ -'" \ z I 2Am Acmes- - J l ,/ /!4R V 0.Wi 0.4566 ACRE$ �-- \ ! \ 1 -- U$E: VACANT l j 1 �"� hlL IT cn jf r _ _ LANDSCAPE CALCULATIONS OPEN SPACE CALCULATIONS NOTE: LANDSCAPE AREA REQUIRED=25% OF SITE EN SPACE REQUIRED OP = 225� 5% OP SF X 0.25 = 54,450 SF REQUIRED ANY FUTURE DISTURBANCE OF THE EXISTING 102,820 SF (OS)/217,800 (TOTAL SITE)=47.2% OPEN SPACE PROVIDED = 102,820 SF OR 47% DPLAN STOI A REVISED LMATURE ANDSCAPING REPLANT. PARKING AREA LANDSCAPING TOTAL PROPOSED IMPERVIOUS AREA = 108,088 SF LEGEND REQUIRED PERIMETER PLANTINGS = 100,000/2000=50 + 8,088/5000=2 TOTAL PERIMETER PLANTINGS REQUIRED = 52 TREES REQUIRED INTERIOR PARKING LOT = 5% & 1 TREE PER 10 SPACES SYMBOL SPECIES QTY. 33 SPACES/10 = 4 TREES REQUIRED NOTE: TOTAL REQUIRED PLANTINGS = 56 TREES MUCH OF THE LANDSCAPING SHOWN IS DECIDUOUS 6 TOTAL PLANTING PROVIDED = 63 TREES EXISTING ON SITE. HOWEVER; SOME OF THE TREES PLANTED IN CONJUCTION WITH EXISTING TREE CREDIT- PREVIOUS PLAN APPROVALS ARE NOW DEAD AREA SHOWN ABOVE CONTAINS MATURE TREES WHICH SHALL REMAIN AND SHOULD BE REPLACED. (' ,1 EVERGREEN 51 AND BE UTLIZED TOWARDS THE EXISTING TREE CREDITS PER SECTION 165.203.01.0 OF THE FREDERICK COUNTY ZONING ORDINACE. SHRUB 30 NOTE: THIS SHEET FOR LANDSCAPE PURPOSES ONLY!!! TH OF MYR� D SVTH Lic. No. 22837 O SIGNAL F- ■ Oo W V Z O �> 3 �--; c E-1 zW W E--l� z O O o J U V � � W Y 0s: Q �1 l Z V) . J a H U� DATE: MARCH 9, 2010 SCALE: 1"= 30' DESIGNED BY: EJG FILE NO. 0518CW TREE LINE OF MATURE DECIDUOUS HARDWOOD SHEET 3 OF 3 07-76