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HomeMy WebLinkAbout51-04 Fish Properties, LLC - Retail, Vehicle & Motor Home - Stonewall - Backfile0 b V 0 GENERAL NOTES (ALL MAY NOT APPL )Q VDOT GENERAL NOTES 9 5 ` 2 pts. 1 1 '1 � , N 2�© m 4 122,4 1) All areas not built or paved upon shall be landscoped. V1. All work on this project shall conform to the latest revisions of the Virginia Department of Transportation (VDOT) 12 0 3 /22 t 21 Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other 1 W E 2) All dimensions shown on these plans are to the face of the building, face of curb or the edge of the pavement unless applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or 13 2 J° otherwise referenced 2 x0 227-,' I Specifications and Regulations, the most stringent shall govern. 114E N 14 114A boo y 3) Erosion and sediment control measures shor// be maintained continuously, relocated when and as necessary and shall be V2. All construction shall cam l with the latest U.S. Department of Labor, 1 Rt. 117A "' �� checked after every rainfall. Seeded areas shall/ be checked regularly and shall be watered, fertilized, reseeded and mulched Py P Occupations/ Safety and Health 6 15 672 e see „9 ��� A A S as necessary to obtain a dense stand of grass.: Administration (OSHA), and irginia Occupational Safety & Health (VOSH) Rules and Regulations. ,, ROpd 6 T 6 B oB 148 a ° 11 k V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance 76-300-475 la,o5 see tas Rt� 7 4) Any drain inlets shall be protected from silttation. Ineffective protection devices shall be replaced and the inlet cleaned. , „SA, � ion R� O_ Flushing is not an acceptable means of cleaning. with the current edition of VDOTIS Work Area Protection Manual. Furthermore, all traffic control flaggers must be 72 164A 149 (n certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. 24 a Washington A y ,62A 146 5) The location of existing utilities as shown Is approximate only. The contractor is responsible for locating all public or '"9 64C �P� �' -see tss see tea g Q private utilities which lie in or adjacent to the aconstruction site. The contractor shall be responsible for the repair, at his or V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, her expense, of all existing utilities damaged during construction. Forty-eight hours prior to any excavation the contractor junction boxes, controllers, etc., owned by VDOT or private/public utility companies. It is the sole responsibility of the �o o shall call MISS UTILITY at (800) 552-7001. developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. C/ear�rpQk '�Q 164e 3� e6 ° VDOT approval of these plans does not indemnify the developer from this responsibility.F PP P y 6) All materials used for fill or back fill shall b►e free of wood, roots, rocks, boulders or any other noncompactoble soil type o 164 a ° a Q materials. Unsatisfactory materials also include manmade fills and refuse debris derived from any source. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change 6 26 334 699 �� y �� 0 0 UJ as deemed necessary by VDOT., Any additional expense incurred as a result of any field revision shall be the 164D 7) Materials used to construct embankments forr any purpose, back fill around drainage structures in utility trenches or any responsibility of the developer. * 71 16s other depression requiring rill or back rill shall ibe compacted to 95X of maximum density as determined by the standard �� proctor test as set forth in ASTM Standard D-B98. The contractor shall, prior to any operations involving filling or back V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for filling, submit the results of the proctor test together with a certification that the soil tested is representative of the any work within 1/DOT right -of --way. �� \ w o d materials to be used on the project. The tests shall be conducted by a certified materials testing laboratory and the Q tn certifications made by a licensed professional enngineer representing the laboratory. V7 if required by the loco/ VDOT Residency Office, A pre -construction conference shall be arranged and held by the 44 ® o engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT 2400 GAINESBORO 8) Embankment fill and back fill shall be placed in lifts at o maximum uncompacted depth of 8-inches and 6-inches, prior to initiation of work. 800 6 STONEWALL DISTRICT respectivelySECT1114 , V8. The contractor shall notify the loco/ VDOT Residency Office when work is to begin or cease for any undetermined 9) All excavation, including trenches, shall be kept dry to protect the integrity of the subsoil. length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. 10) Traffic control on public streets shall be in conformance with the Manua/ Of Uniform Trafric Control Devices and as V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public VICINITY MAP �\ further directed by the governing inspectors. roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia 1 of 1®®®, Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be 11) Any discrepancies found between the drawings and specifications and site conditions or any inconsistencies or ambiguities maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the PROJECT DATA in drawings or specifications shall be Immediately reported to the engineer, in writing, who shall promptly address such Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion PROJECT: problems. Work done by the contractor after his or her discovery of such discrepancies, inconsistencies, or ambiguities shall and siltation control devices and measures on a continuous basis or proper installation and operation. Deficiencies shall LOT AREA: 3.345 AC. be done at the contractor's risk. be promptly rectified. ® 1 12) The owner shall provide the bond for and toe the responsible party on the earth disturbing permit. V10. Contractor shall ensure adequate drainage ;s achieved and maintained on the site during and at the end of CURRENT ZONING: B2 & B3 Fish construction. BUILDING SETBACK REQUIREMENTS Properties 1L.C. 13) Coun(y k=ectors have full authority to rej&ct rill or back rill materials, require undercutting or sub -grade stobilization, INTERSTATE 81 FRONT: 50' require provisions for sub -drainage, or require other measures which affect the integrity of road and utility construction. V11. All water and sewer lines within the existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) ROUTE 672 FRONT:: 35' Failure to comply with inspectors directives will .be cause for non -acceptance of the facility. inches cover and when possible shall be installed under roadway drainage facilities at conflict points. LEFT: 0 SITE INFORMATION: 14) Satisfactory materials for use as rill for public streets and parking lot Include materials classified in ASTM D-24B7 as V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during Ny„ PT. VEHICLE SALES, RETAIL CURRENT USE: MOTOR VADDRESS: 117 HOPEWELL LANE GW! GP. GM. GC. SW. SP. &L 5L ML. and CL groups. The moisture content shall be contra/led within plus or minus 2X of the course of construction shall be immedlately brought to the attention of the engineer and VDOT. Work shall cease in SALES, MOBILE HOME SALES TM #33-A-164G the optimum to facilitate compaction. Generaunsatisfactory materials include materials classified in ASTM D-2487 as that vicinity until an adequate design can be determined by the engineer and approved by VDOT.e c PROPOSED USE: SAME CH. MH. OL. OH and any soil too wet to facilit®te compaction. CH and MH soils may be used subject to approval of the SIGNS: NO NEW SIGNS PROPOSED. INSTRUMENT #1300013765 County Engineer. Soils shall have a minimum dry density of 92/b/cf per ASTM D-698 and shall have a plasticity index less V13. All fill areas, borrow materials, and undercut areas shall be inspected and approved by a VDOT representative MUST CONFORM WITH SECTION ZONED: B2 & B3 that 1 Z prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample 165-30 OF FRED. CO. CODE obtained is representative of the location. When soi/ samples are submitted to private laboratories for testing, the OUTDOOR LIGHTING: NONE PROPOSED 15) The requirement for the placement of CG-1.2s at site entrance ;s at the discretion of VDOT. Contractor is to coordinate samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall with VDOT Inspector/Engineer to this regard. be in accordance with all applicable VDOT standards and procedures. OWNER V14. All roadway fill, base sub -grade material, and backtill ;n utility/storm sewer trenches shall be compacted in six Man . ®t Raj Singh u n I tSingh (6) inch lifts to 95X of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2 PARKING CALCULATIONS v of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests 109 Hopewell Lane shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified 946.7 SF EXISTING BUILDING Clearbrook, VA 22624 copies of test reports shall be submitted to VDOT daily, unless specified otherwise. 768.0 SF PROPOSED BUILDING REQUIRED: V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by RETAIL SALES (1/200) = 1714.7/200 = 8.57 VDOT. PROVIDED 9 (1 ADA) V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shale meet VDOT CONTRACT PURCHASER/DEVELOPER 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 Virginia Cigarette Outlet b the developer or, at VDOT's discretion, DESCRIPTION: 109 Hopewell Lane • y p y by VDOT Residency Office prior to the tart of construction. Copies of all Clearbrook, VA 22624 invoices for materials utilized within an dedicated street r; ht-of-wa must be provided to the local VDOT Residency THE SITE IMPROVEMENTS ARE FOR THE INSTALLATION OF 2 Office prior to acceptance of the work. Unit and total prices may be obscured. PREMANUFACTURED BUILDINGS FOR THE EXPANSION OF THE EXISTING (540) 662-2359 • RETAIL SALES. L.L. 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 NEW BUILDING WILL BE LOCATED ADJACENT TO AN EXISTING RETAIL Z the loco/ Residency Office prior to the acceptance of the work. Unit and total prices may be obscured SALES BUILDING ON THE EXISTING COMPLEX OWNED BY DR. RAYMOND FISH. SEAL AND SIGNATURE NO NEW WATER AND SEWER PROPOSED (EXISTING FACILITIES WILL BE V19. Aggregate base and sub -base materials shall be placed on sub -grade by means of a mechanical spreader. UTILIZED). ��tLZH OF pi A Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge A RECENTLY PAVED PARKING AREA AND TRAVELWAY WILL BE UTILIZED. NO Specifications and V7M-10. A certified compaction technician shall perform these tests. Certified copies of test reports NEW PARKING IS PROPOSED. �® (� V � 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. NO STORMWATER MANAGEMENT FACILITES ARE PROPOSED. AREA OF U MICHAEL M. ARTZ y ` DISTURBANCE IS LESS THAN 10,000 SF. No. 151H^ N V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge v Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A <1 1 certified compaction technician shall perform these tests. Certified copies of these reports shall be submitted to VDOT , OS SURVE � � V Y daily, unless specified otherwise. A VDOT representative shall be notified and be given the opportunity to be present �--- during the construction and testing of the control strip. THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF w(D ®W V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION Ll.J explored below the bottom if the excavation to determine the type and condition of the foundation. The contractor shall OR CHANGE IN THESE PLANS SHALL BE APPROVED BY report findings of foundation to the engineer and to VDOT for �- P g g approval prior to placing pipe. Foundation designs Shea comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. RESPONSIBLE LAND DISTURBER UJ V22. Approval of these plans shall expire three (3) years from the date of the approval letter.NAME: V23. VDOT Standard CG-12 Curb Ramps shall be installed CONTACT NUMBERS where indicated on these plans and/or as specified by VDOT. RAJU VIRDI-ERTIFICATI®N �7 V24 v®or Standard Guardrail shad 540-662-2359 be installed where warranted and/or as proposed on these plans in accordance with EXP. DATE VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. ENGINEERING FIRM: ARTZ & ASSOCIATES, PLC (540) 667-3233 THE RESPONSIBLE LAND DISTURBER ZONING ENFORCEMENT- IS THAT PARTY RESPONSIBLE FOR DEPARTMENT OF PLANNING (540) 665-5651 CARRYING OUT THE LAND DISTURBING Marsh & Legge Land Surveyors, P.L.C. SITE INSPECTIONS. ACTIVITY AS SET FORTH IN THE PLANS. 560 North Loudoun Street DEPARTMENT OF INSPECTIONS (540) 665-5650 Winchester, VA 22601 PhoFREDERICK COU PLANNING DEPARTMENT APPROVAL FAXn(540)06676046968 EROSION AND SEDIMENT CONTROL: EMAIL office©morshandlegge.com DEPARTMENT OF PUBLIC WORKS (540) 665-5643 /� i TELEPHONE.- VERIZON (301) 954-6282 % . � AUGUST 20, 2004 ELECTRIC. ALLEGHENY POWER (800) 654-3317 Z NING ADMINISTRATOR DATE GAS: SHENANDOAH GAS COMPANY (540) 869-1111 THIS SITE PLAN IS VALID FOR (5) FIVE ID9555 MISS UTILITY 1-800-257-7777 YEARS FROM THIS DATE OF APPROVAL SHEET 1 OF 2 PLANT SCHEDULE 33—A-164A H M C, LP, LLP SYMBOL QUANTIFY COMMON NAME HEIGHT LOCATION TYPE ZONED: RA INTDRSTATE ROUTE 81 USE : AGRICULTURAL 0 4 RED MAPLE 2" CALIPER STREET LARGE CANOPY ;*0000� 0 32 BOXWOOD 36" TALL PARKING LOT SHRUB N 37°53'44" E 633.03' Of - - - - - - - - NOTES 2 Cn v z - `qx5 CONC. PAD \� 3' MAN DOOR & - - EX. FENCE_--------: pq L--`°,\_ -' _ ` \\�� ,`3��, 1. NO PROPOSED WATER OR SANITARY SEWER HOOKUP. a EG , �-- " i ' Q9 ,, EMPLOYEES WILL UTILIZE EXISTING FACILITIES. 2. PR01/IDED o _—.--.—_,_ —.—•—.__.—_.--.--.--.—_.--._—. ' R L. 5 0 B —.--. T—. —.— �—.�_.1_\ -- -� I \� T- \ \ CONTINUOUS EVERGREEN HEDGE SHALL BE ALONG CLEARBROOK REAL ESTATE LLC PROPERTY LINE. A MIN/MUM OF r Z o . . 80, \\ �6'9 32 SHRUBS SHALL BE PLANTED 4 FEET ON CENTER TO ZD 3 5� 60 I _ _ ��\ \\ 3 \ \°�� ° t °�`\` ` PREVENT HEADLIGHT GLARE. PLANNING DEPARTMENT MAY REQUIRE ADDITIONAL LANDSCAPING PER ZONING ORDINANCE 0 < � Uj w m or m EX. I :WAR HQU� 5E EX. MOTOR I �. \ �° °° ° "� °°` ° °` ° ° 165-202.01-D(13)(a). TO MEET PER/METER LANDSCAPING °���°�°`°`°°°��\"°��°°\" L w -67" S.F. C) VEHICLE �� 1 \� 7UEW SIDEWALK TD REQUIREMENTS IN OTHER LOCATIONS AS DETERMINED TO BE \'��°°°�������`�e`�° NECESSARY. fF'=63.50 ��-�ALES I . ' ` CONSTRUCTED I r • FF=635.50 R ADA ACCESS ,° °°°�°°ee °,, a°e\\\e\\e\°\\�\\ \ w O o N — GUY �, WIRE '' I 631.85 \ CD�.°°` '" ♦ 31.17 ___------_—_ __ 9—•-------------- — _._------ -----.,.°° \ ROBERT D. BROWN \ \ �. ° ZONED: RA (tYP) I- — �`� \°`;�°��°\� USE: AGRICULTURAL EX. ASPH. \ PARKING AREA"-_ EXISTING BUILDING 9 EXISTING • • . - PARKING SPACES (1 \� \ PROPOSED `g3 ADA) — ';e��;°° �, . y 9X30 —___ '— PROPOSED \ \` ee°e`\\` \' . \ 0'O !i / �/ 1 \ BARBECUE I 0 000 'PICNIC TABLE 1 ✓ f 1 -' COOKER 6s>, AREA 0 �3 43 `2430" W 7 1 r, SEE NOTE 2 GA REGARDING I .LANDSCAPING �, 33 A-164F (�LEARROOK REAL o EST�TE LLC ZONING BOUND %PY o 0 0, �ZONEQ: B2, B,. IaSE: VETERINARY "\ `•`, OFFICE `\��\ 33-A-114C w ` t �• H M C, LP, LLP ZONED: RA eUSE: AGRICULTURAL �/ ° \ �� �� \ APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT \� \ ����►' EX. 50' —tot ------ --- °\ CONC. \\\ �� \� ENTRANCE Q Z z LL- '_ '-------._.___. ----'� �� ----- 30 W 996. 74' _ — — — — — — _ _ _ 15' B R.L. \ — _ 622.n' ' 'C[ nZ _ _ � � . „= '�' �z _� w Y WIN 0 H E S TE R& WESTERN -'----_ --_'_ - _------ I N V= ' y y r 21. 6 8 U-i �-- LZ_ O Z H w RAILROAD - - - -- _ �°� H � o w _ \ 06 ILL- H 33—A-164E KIMBERLY DIICK & JOHN FRANK RICHARDSON ZONED: RA 33—A-164B USE: UNIMPROVED CORA ELLEN DICK & DAVID ALLEN DARNELL Marsh &Legge ZONED: RA Lad Surveyors, P.L.C. USE: RESIDENTIAL 33—A-163 560 North odouSs,et THIRD GENERATION, LP I OF Winchester, VA 22601 Phone (540) 667-0468 ZONED: B2 V� � FAx (540) 667-0469 USE: RESTAURANT o�'� Q EMAIL office©marshandlegge.com AUGUST 20, 2004 MIC AEL M. ARTZ No. 1513 / ( SCALE: 1 " = 40' �� �/ llb �° SURVE'('3S ID9555 SHEET 2 OF 2 YA a -- - - GENERAL NHS (ALL MAY NOT APPLY VDOT GENERAL NOTES //!, 2 pis e� -�� ° 5 / y- 24 N ry� 4 1 All areas not built or paved upon shall' be landscaped. 12 o /` 1 1z1 p p p V1. All work on this project shall conform to the latest revisions of the Virginia Department of Transportation (VOOT) 3 22 v W E Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other � �t'`'• 2) All dimensions shown on these plans aria to the face of the building, face of curb or the edge of the pavement unless federal or local re ulations. In case of a discre discrepancy or conflict between the Standards or 13 2 1148 119 '� applicable state, g p y otherwise referenced. Specifications and Regulations, the most stringent shall govern. 4 114A 3 Erosion and sediment contra/ measures shall be maintained continuously, relocated when a 1 Rt. 672 5�z";� ���i�' S and as necessary and shall be V2. All construction shall comply with the latest U.S. Deportment of Labor, Occupational Safety and Health 6 checked after every rainfall. Seeded areas shall be checked regularly and shall be watered, fertilized, reseeded and mulched Administration (OSHAi), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. °7�1 �,° ewey .,, / 155° ; , 4s ° as necessary to obtain a dense stand of glross. 1 vA °,a: ° ° - - -76-300-478 irs % See 14,6 Rt. `7 - � V3. When working on VDOT right-of-way, all traffic control whether permanent or temporary, shall be in accordance 00 : $ 0 *. � �sn � °6ruc town Roo 4) Any drain inlets shall be protected from? siltation. Ineffective protection devices shall be replaced and the inlet cleaned. , 72 164A -� N with the current edition of VDOT S Work Area Protection Manual. Furthermore, all traffic control flaggers must be I' Flushing is not an acceptable means of cleaning. 24 ' ' 1G2A146 . certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. ° Woshi3prinwcshmgtcn 6 _see iss See 14a 5) The location of existing utilities as showin is approximate only. The contractor is responsible for locating all public or G f private utilities which lie in or adjacent to the construction site. TheV4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, contractor shall be responsible for the repair, at his or her expense, of al/ existing utilities damage.-d during construction. Forty-eight hours prior to any excavation the contractor junction boxes, • controllers, etc., owned by VDOT or private/public utility companies. It is the sole responsibility of the O _ 16441.1 162B Z UJ shall call MISS UTILITY of (800) 552-7001. developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. C/eor�rao _ r61, 396-62 VDOT approval of these plans does not indemnify the developer from this responsibility.a. �p 6) All materials used for fill or back fill shool/ be free of wood, roots, rocks, boulders or any other noncompactcble soil type 334 - 699 164 �,,� ; o 0materials. Unsatisfactory materials also include manmade fills and refuse debris derived from any source. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change b 164D `� ^�°c V) as deemed necessary by VDOT., Any additional expense incurred as a result of any field revision shall be the r 71 �165 0�� } back fill around drainage structures in utility trenches or an responsibility of the developer. `" 7p °,� �` r 7) Materials used to construct embankments for any purpose, g y y r other depression requiring fill or back fill sba/l be compacted to 959 of maximum density as determined by the standard �, 21 ° proctor test as set forth in ASTM Standard D-698. The contractor shall, prior to any operations involving filling' or back V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for W filling, submit the results of the proctor test together with a certification that the soil tested is representative of the any work within VDOT right-of-way. N materials to be used on the project. The tests shall be conducted by a certified materials testing laboratory oard the C� o certifications made by a licensed professional engineer representing the laboratory. V7. if required by the local VDOT Residency Office, A pre -construction conference shall be arranged and held by the 2400 GAINESBORO engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT �Q a STONEWALL DISTRICT 8) Embankment fill and back fill shall be placed in lifts at a maximum uncompocted depth of 8-inches and 6-110ches, prior to initiation of work. S E C T1 0- respectively. <' V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined ; 9 All excavation,i including length of time. VDOT requires and shall receive 48 hours advance notice rior to an required or requested inspection. L "' n rig trenches, shall be kept dry to protect the integrity of the subsoil. 9 q p Y q q p._,.___....___...._.__....______._.--_-_..__-.._.__...._.._._.._...._-___r:. �_:_.;�._......_•,... �_...__ _.�.,�.... .:_�.�.. Lam...: �,� _. Y,w wµF_. 10) Traffic control on public streets shall be in conformance with the Manual Of Uniform Traffic Control Devices and as V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public VICIN�� MAP further directed by the governing inspectors,. roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia 1 " 1000' Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be s�=� 11) Any discrepancies found between the drawings and specifications and site conditions or any inconsistencies cr ambiguities maintained through construction. The Developer shall hove, within the limits of the project, on employee certified by the » PROJECT bATA in drawings or specifications shall be immediately reported to the engineer, in writing, who shall promptly addrea such Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion; PROJECT: problems. Work done by the contractor after his or her discovery of such discrepancies, inconsistencies, or ambiguities shall and siltation control devices and measures on a continuous basis or proper installation and operation. Deficiencies shall LOT AREA: ZONE 82 = 3.52 AC. Il be done at the contractor's risk. be promptly rectified. ZONE B3 = 10.03 AC. CURRENT ZONING: B2 & B3 I' 12) The owner shall provide the bond for and be the responsible party on the earth disturbing permit. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of BUILDING SETBACK REQUIREMENTS �Fro � I M construction. 1 o o a 13) County Ins ectors have full authority to reject fill or back fill materials, require undercutting or sub -grade stabilization, INTERSTATE $1 FRONT: 50° require provisions for sub-draina e, or require other measures which affect the integrity of rood and utility construction. V11. All water and sewer lines within the existing or proposed VDOT right-of-way shall have a minimum thirty-six 36 ROUTE 672 FRONT:: 35 q P 9 q 9 y y 9 P p 9 y y () Failure to comply with inspectors directives will be cause for non -acceptance of the facility. inches cover and when possible shall be installed under roadway drainage facilities at conflict points. LEFT; 0 SITE INFORMATION: 14) Satisfactory materials for use as fill for public streets and parking lot include materials classified in ASTM D_ 8 as V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during CURRENT USE: MOTOR VEHICLE SALES, RETAIL ADDRESS: 1 1 % HOPEWELL LANE GW. GP. GM. GC, SW. SP. SM. SC. ML. and CL groups.. The moisture content shall be controlled within plus or minus 29 of the course of construction shall be immediately brought to the attention of the engineer and VDOT Work shall cease in SALES, & MOBILE HOME SALES TM 33---A--164C the optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-.2487 as PT. that vicinity until an adequate design can be determined by the engineer and approved by VDOT e c PROPOSED USE: SAME INSTRUMENT #030000053 and any soil too wet to facilitate compaction. ad and MH soils may be used subject to approval of the SIGNS: NO NEW SIGNS PROPOSED. �;1'tv Engineer, Soils shall hove a minimum dry density of 92Ib/cf per ASTM D-698 and shall have o plasticity index less V13. All fill areas, borrow materials, and undercut areas shall be inspected and approved by a VDOT representative MUST CONFORM WITH SECTION ZONED: D2 & D3 that 1 Z prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample 165-30 OF FRED. CO. CODE obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the OUTDOOR LIGHTING: NONE PROPOSED 15) The requirement for the placement of t"G-12s at site entrance is at the discretion of VDCT. Contractor is to coordinate samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall with VDOT Inspector/Engineer to this regard. be in accordance with all applicable VDOT standards and procedures. OWNER V14. All roadway fill, base sub-grode material, and backfill in utility/storm sewer trenches shall be compacted in six ,a. (6) inch lifts to 959. of theoretical maximum density as determined by AASHTO J-99 Method A, within plus or minus 2i PARKING CALCULATIONS �► 201 � APPLE PIE RIDGE ROAD of or timum moisture For Me fri!l width of any right -of -Lvov. d,,dirated street right-of-v. At the dir> tit;an of VDOT, density tests � I=. shall be performed ley a qualified independent agency in accordance with VOOT Road and Bridge Specifications. Certified 946.7 SF EXISTING BUILDING I WINCHES (ER, VA 22603 copies of test reports shall be submitted to VOOT daily, unless specified otherwise. 768.0 SF PROPOSED BUILDING 1, REQUIRED: V15. VDOT Standard CO and UD underdrains shall be installed where indicated on these plans and/or as specified by RETAIL SALES (1/200) = 1714.7/200 = 8.57 VDOT. PROVIDED 9 (1 ADA) V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VOOT CONTRACT PURCHASER/DEVELOPER 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 DESCRIPTION: 2619 APPLE PIE RIDGE ROAD by the developer or, at VDOT's discretion, by VDOT Residency Office prior to the start of construction. Copies of all WINCHESTER, VA 22603 invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency THE SITE IMPROVEMENTS ARE FOR THE INSTALLATION OF 2 (540) 9540-6�7--1454 0 Office prior to acceptance of the work. Unit and total prices may be obscured. PREMANUFACTURED BUILDINGS FOR THE EXPANSION OF THE EXISTING RETAIL SALES. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of THE NEW BUILDING WILL BE LOCATED ADJACENT TO AN EXISTING RETAIL construction. Copies of all invoices for materials utilized within any dedicated street right-of-tvay must be provided to SALES BUILDING ON THE EXISTING COMPLEX OWNED BY DR. RAYMOND FISH. SEAL AND SIGNATURE the local Residency Office prior to the acceptance of the work. Unit and total prices may be obscured. NO NEW WATER AND SEWER PROPOSED (EXISTING FACILITIES WILL BE UTILIZED). �1H Of H V19. Aggregate base and sub -base materials shall be placed on sub -grade by means of a rnecl7anical spreader. ��r,P v LUDensity will be determined using the density control strip in accordance with Section 304 of the VDOT Rood and Bridge A RECENTLY PAVED PARKING AREA AND TRAVELWAY WILL BE UTILIZED. NOI-- w-i NEW PARKING IS PROPOSED. Specifications and VIM-10. A certified compaction technician shall perform these tests. Certified copies of test reports o%,q-a cY shall be submitted to VOOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative NO STORMWATER MANAGEMENT FACILITES ARE PROPOSED. AREA OF O MICHAEL M. ARTZ >, F-- shall be notified and given the opportunity to be present during the construction and testing of the density control strip. DISTURBANCE IS LESS THAN 10,000 SF No. 1513 }; V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VOOT Rood and Bridge , l "2,014 J !�- 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 these reports shoal be submitted to VOOT daily, unless specified otherwise. A VDOT representative shall be notified and be given the opportunity to be present Z during the construction and testing of the control strip. THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF o LIJ V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six 36 inches and larger shall be FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION C� ( ) g explored below the bottom if the excavation to determine the type and condition of the foundation. The contractor shall OR CHANGE IN THESE PINS SHALL DE APPROVED BY report findings of foundation to the engineer and to VDOT for approval prior to placing pipe. Foundation designs shall I THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is 4 encountered, the foundation design and/or need for foundation stabilization shall be determiner by the engineer andEp((�(= („���j �j,9r'-�RgER approved by VDOT. UJ V22. Approval of these plans shall expire three (3) years from the date of the approval letter. II NAM i V23. VDOT Standard CG-12 Curb Ramps shall be installed CONTACT NUMBERS where indicated on these plans and/or as specified by VDOT. DR. RAYMOND FISH (� CERT-I_I(ATIIN: 540-667-1454 V24 VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with I E . EX �A-E VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. ENGINEERING FIRM: ARTZ & ASSOCIATES, PLC (540) 667-3233 THE RESPONSIBLE LAND DISTURBER AP i.� 4":0 ZONING ENFORCEMENT. IS THAT PARTY RESPONSIBLE FOR � �=�.-k DEPARTMENT OF PLANNING (540) 665-5651 .CARRYING OUT THE LAND DISTURBING SITE INSPECTIONS: ACTIVITY AS SET FORTH I N THE P LAN S . Artz and Associates, PLC �I A Snbaidli&Ej of Valley 8nKineerinre, PLC DEPARTMENT OF INSPECTIONS (540) 665-5650 LAND SURVEYING LAND PLANNING DEVELOPMENT 16 East Piccadilly Street FREDERICK COUNTY PLANNING DEPARTMENT APPROVAL W1-667T32 VA FAX 54 -4740 EROSION AND SEDIMENT CONTROL: TOLL FREE i-600-755-7320 TEL 540-667-3233 FAX 540-667-9166 DEPARTMENT OF PUBLIC WORKS (540) 665-5643_ ...... TELEPHONE: VER Z"ON (301) 954 6282 AUGUST 20, 2004 ELECTRIC: ALLEGHENY POWER (800) 654-3317 ZONING ADMINISTRAT R DATE GAS: SHENANDOAH GAS COMPANY (540) 869-1111 I THIS SITE PLAN IS VALID FOR (5) FIVE PROJECT #21012 MISS UTILITY- 1-800-257-7777 YEARS FROM THIS DATE OF APPROVAL SHEET 1 OF 2 WA L a*s 0'7.1 fin/1 III i - -11 i •n PLANT SCHEWLE NTERSTATE ROUTE 81 33—A-164A HMC, LP, LLP ZONED: RA USE: AGRICULTURAL N 37*53'44" E 633.03' 77 . . . . . . . . . ................ ...... ...... ............. .......... ....... ........... ............. ...... . .. . .......... ..... . . . . . ...... .... . . . . . .......... ............ CONC. \N 4'x5' CONC. PAD N, 13' MAN DOOR EX. f::*EN . . ... .. .......... ...... EG ............. .... INN-9 V� 7 A .. . .............. ... 7__ 50' B. R. L. . . 0" . . . ........... .......... IV .......... SYMBOL QUANTITY COMMON NAME 0 4 RED MAPLE 0 44 BOXWOOD NO TES HEIGHT LOCATION 2" CALIPER STREET 36" TALL PARKING LOT 1. NO PROPOSED WATER OR SANITARY SEWER HOOKUP. EMPLOYEES WILL UTILIZE EXISTING FACILITIES. \LL.N x'\, N. & I L.. x. m EX, :WAR�. H�Qk&S/E a v" ory EW SIDEWALK P K F 0 6 '35 5 5 IN, VE H 1.( 1 y N, CONSTRUCT N.\, v\1 F• ­5 50 RADA ACCtSS -NN \sN ............ ...... ....... .... .. IN, ;/ . . ............. ....... ...... \N\ .. .........i 7 ! ,`�%y�t ,/ M r >r` \ \ \ ` it�v \\ \\vL\v\w, \\' Will R E 631.85 0), vv\ \\N 31.17 p, J, 0 V 7 N14 ij N, I (i kj -A-11 4A N, 1, 33 V N, ROBERT D. BROWN V11 t-\,, ­% " \ \ '6A v ...... ...... Cp A ZONED: RA t.iers A (typ)/ USE: AGRICULTURAL N, N. . ... ...... %) \ I - - - \,% \\\, N, ........ b EX. A S.�H. CA 7 FAR1?1'N*­G AREA"; ra}�"•PROP0,5ED BUILDING .. ;?(1' ... o TJF -♦\ - NN .9 9 EXISTINGLL` EX, '1 . . ..... ..... 1�4 FF PARKING I"EL. TAIL. SALES) SPACE-5 (1 C 768 S,� (RE )tit- ADA) u!_- S M A COA _.OSED-OF..,.2 k, 00 - \\% N, N, ooll, 50-6�05DO - \ \, �� Is \ I . N--r. 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BRIDGES i 0/ % � Z, Ll 0, C/) V CONC. j E N "PR A NCE 6N, j N, 4 N. .... ....... . 74— INV . . .... ..... ... .. N, S 43*241300' W - - - m__ 622,05 Al 996.74) 15) -B.R.L. 7 .. . . .... ... ....... ... ... ... ... .... ... INV . ... .. o. 21.6 8 - __ I t it N. ------ .. .... ... .... .... . . ... . ...... 6 S 01 E 1. & WESTERN RAILROAD .. .... ... . WINCHESTER x .... .. . ... .. ... . . ... ... .... ... ... .... ..... .. :_ .. ... ... .... ... ....... N, INV 619''. .... ... ... .. . .... .... . . . ... . ........ 33—A-164E ......... ... KIMBERLY DICK' & JOHN FRANK RICHARDSON V. 618.70 ZONED: RA USE: UNIMPROVED CORA ELLEN DICK DAVID ALLEN DARNELL ZONED: RA USE: RESIDENTIAL 33—A-163 THIRD GENERATION, LP ZONED: B2 USE: RESTAURANT TYPE LARGE CANOPY PEN., r ,�T H or sa fi �1� . 'z MICHAEL M. ARTZ No. 1513 SURVv,,&_ Ld !zE C:I O (C_'� � z uu ((71_ co0 ui n-) LLJ Artz and Associates, PLC A Subsidiary of Valley Engineering, PLC LAND SURVEYING LAND PLANNING DEVELOPMENT 16 East Piccadilly Street WINCHESTER, VA. 22601-4740 TEL 540-667-3233 FAX 540-667-9188 L TOLL FREE 1-800-755-7320 AUGUST 20, 2004 SCALE: 1 " = 40' PROJECT #21012 SHEET 2 OF 2 wri 0q:117:71. t?011 LILL .. ......... . .. ........ 2 PIS, N GENERAL NOTES (ALL MAY NOT APPLY)VDOT GENERAL NOTES 5 12 4 .4 12 '04. I 1) All areas not built or paved upon shoshallbie landscaped V1. All work on this project shall conform to the latest revisions of the Virginia Department of Transportation (VOOT) 3 1.22 121 W E J -1 4 1 � Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other 13 0 1 0 2) All dimensions shown on these plans are to the face of the building, face of curb or the edge of the pavement unless applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or 2 �2 Z otherwise referenced. Specifications and Regulations, the most stringent shall govern. 11413 11 4A �1 6 14 1 672 See 119`.5� nl < A S J) Erosion and sediment control measures shall be maintained continuously, relocated when and as necessary and shall be V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health 15 regularly and shall be watered, fertilized, reseeded and mulched checked after every rainfall. Seeded areas sihaff be checked SITE Administration (OSHA), and Virginia Occupational Safety & Health (NOSH) Rules and Regulations., act 4B - as necessary y to obtain a dense stand of groiss. 72 115 -76 -.300-478 See 146 0 4) Any drain inlets shall be protected from siltation. Ineffective protection devices shall be replaced and the irlet cleaned. VJ. When working on VOOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance 72 164A I - 15 1 A 149 ff", U) with the current edition of VDOT'S Work Area Protection Manual. Furthermore, a// traffic control floggers must be I - 146 Flushing is not on acceptable means of cleorriing. 8 Woshleigton cn certified in accordance with Section 104.04(c) of the VOOT Road and Bridge Specifications. 4C See 148 5) The location of existing utilities as shown is approximate only. The contractor is responsible for locating all public or private utilities which lie in or adjacent to the construction site. The contractor shag be responsible for the repair, at his or V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, (6, junction boxes, controllers, etc., owned by VDOT or private/public utility companies. It is the sole responsibility of the her expense, of all existing utilities damaged during construction. Forty-eight hours prior to any excavation the contractor 164E1 1628 Z shall call MISS UTILITY at (800) 552-7001. developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. A 396-62 UJ VDOT approval of these plans does not indemnify the developer from this responsibility. 0 LAJ CL 6) All materials used for fill or back fill shollf be free of wood, roots, rocks, boulders or any other noncompactoble soil type g 26 334 699 V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change _J Li materials. Unsatisfactory materials also include manmade fills and 'refuse debris derived from any source. (n as deemed necessary by VOOT, Any additional expense incurred as a result of any field revision shall be the 165 � responsibility of the developer. 70 7) Materials used to construct embankments for any purpose, bock fill around drainage structures in utility trenches or any 27 other depression requiring fill or back fill shall be compacted to 959 of maximum density as determined by the standard proctor test as set forth in ASLM_ Standard 0-698. The contractor shall, prior to any operations involving filling or back V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for LLJ any work within VDOT' right-of-way. filling, submit the results of the proctor test together with a certification that the soil tested is representative of the materials to be used on the project. The tests shall be conducted by a certified materials testing laboratory and the 44 c certifications made by a licensed professional engineer representing the laboratory. V7. If required by the local VDOT Residency Office, A pre -construction conference shall be arranged and held by the 2400 GAINESBORO C) engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT 00102 STONEWALL DISTRICT 1 800 8) Embankment fill and back fill shall be placed in lifts at a maximum uncompacted depth of 8-Inches and 6-inches, prior to initiation of work. S.EC T.I.n.. respectively. __4 4; V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined 9) All excavation, including trenches, shall be kept dry to protect the integrity of the subsoil' length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. 10) Traffic control on public streets shall be in conformance with the Manual Of Uniform Traffic Control Devises and C and as V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public INID' MAP further directed by the governing inspectors, roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia 1 1000' Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be 11) Any discrepancies found between the drawings and specifications and site conditions or any inconsistencies or ambiguities maintained through construction. The Developer shall hove, within the limits of the project, an employee certified by the PROJECT ()ATA in drawings or specifications shag be immediately reported to the engineer, in writing, who shall promptly oddres3 such Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion PROJECT: problems. Work done by the contractor after his or her discovery of such discrepancies, inconsistencies, or am',51guities shall and siltation control devices and measures on a continuous basis or proper installation and operation. Deficiencies shall LOT AREA: ZONE B2 = 3.52 AC. be done at the contractor's risk. be promptly rectified. ZONE B3 = 10.03 AC. CURRENT ZONING: 62 & B3 12) The owner shall provide the bond for and/ be the responsible party on the earth disturbing permit. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of BUILDING SETBACK REQUIREMENTS Fish Propel les construction. INTERSTATE 81 FRONT: so, 13) County Ins ectors have full authority to reject fill or back fill materials, require undercutting or sub -grade stabilization, ROUTE 672 FRONT:: 35' require provisions for sub -drainage, or require other measures which affect the integrity of road and utility construction. V1 1. All water and sewer lines within the existing or proposed VDOT right-of-way shall have a minimum thirty-six (5'6) LEFT: 0 Failure to comply with inspectors directives wAll be cause for non -acceptance of the facility. inches cover and when possible shall be installed under roadway drainage facilities at conflict points. SITE INFORMATION: 14) Satisfactory materials for use as fill for public streets and parking lot include materials classified in ASTM D_-2487_o V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, coves, etc.) encountered during CURRENT USE: MOTOR VEHICLE SALES, RETAIL, ADDRESS:. 117 HOPEWELL LANE GW. 98 OA GC. 519 SP. SIN. SC. ML. and ClL groups. The moisture content shall be controlled within plus or minus 270 of the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in SALES, & MOBILE HOME SALES. TM #33-A-164C the optimum to facilitate compaction. Generally, unsatisfactory PROPOSED USE: SAME y materials include materials classified in ASTM D-?,J8_7_as_P_L that, vicinity until an adequate design can be determined by the engineer and approved by VDOT.e c INSTRUMENT #030000053 CH. ME. OL OH and any soil too wet to facilitate compaction. CH and MH soils may be used subject to approval of the SIGNS: NO NEW SIGNS PROPOSED. Coun(v Eagii3eg . Soils shall have a minimurn dry density of 921b/cf per ASTA4 0-698 and shall have a plasticity index less V1J. All fill areas, borrow materials, and undercut areas shall be inspected and approved by a VDOT representative MUST CONFORM WITH SECTION ZONED: B2 & 03 that 1 Z prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the somple 1165-30 OF FRED. CO. CODE obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the OUTDOOR LIGHTING: NONE PROPOSED 15) The requirement for the placement of CG-12s at site entrance is at the discretion of VDOT Contractor is to coordinate samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall with VDOT Inspector/Engineer to this regard. be in accordance with all applicable VDOT standards and procedures. OWNER V14. All roadway fill, base sub -grade material, and backfill in utility/storm sewer trenches shall be compacted in six MOPERTIE5, L.L.C. (6) inch lifts to 957. of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 211,, PARKING CALCULATIONS F15vi u of optimum moisture for the fu'll width of orY dedice-ted street right-of-way. At the direction <of VDOT, density tests li 2619 APPLE PIE RIDGE ROAD shall be performed by a qualified independent agency in accordance with VOOT Rood and Bridge Specifications. Certified 946.7 SF EXISTING BUILDING WINCHESTER, VA 22603 copies of test reports shall be submitted to VOOT doily, unless specified otherwise. 768.0 SF PROPOSED BUILDING REQUIRED: V15. VDOT Standard CO and UD underdroins shall be installed where indicated on these plans and/or as specified by RETAIL SALES (1/200) -- 1714.7/200 = 8.57 VDOT. PROVIDED 9 (1 ADA) V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT CONTRACT PURCHASER/DEVELOPER 0 minimum design standards and is the responsibility of the developer. F15H r"ROPERTIES, V17 Prior to VOOT acceptance of any streets, all required street signage and/or pavement markings shall be installed DESCRIPTION: .2619 APPLE PIE RIDGE ROAD 0 by the developer or, at VDOT's discretion, by VOOT Residency Office prior to the start of construction. Copies of a// WINCHESTER, VA 22603 82e invoices for materials utilized within any dedicated street right-of-way must be provided to the local VOOT Residency THE SITE IMPROVEMENTS ARE FOR THE INSTALLATION OF 2 0 Office prior to acceptance of the work. Unit and total prices may be obscured. PREMANUFACTURED BUILDINGS FOR THE EXPANSION OF THE EXISTING (540) 9540-667-1454 RETAIL SALES. V18. The developer shall provide the VDOT Residency Office with a list of a// material sources prior to the start of THE NEW BUILDING WILL BE LOCATED ADJACENT TO AN EXISTING RETAIL construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to SALES BUILDING ON THE EXISTING COMPLEX OWNED BY DR. RAYMOND FISH. SEAL AND SIGNATURE the local Residency<< Office prior to the acceptance of the work. Unit and total prices may be obscured. NO NEW WATER AND SEWER PROPOSED (EXISTING FACILITIES WILL BE UTILIZED). T H OF V19. Aggregate base and sub -base materials shall be placed on sub -grade by means of a mechanical spreader. Z Density will be determined using the density control strip in accordance with Section 304 of the VOOT Road and Bridge A RECENTLY PAVED PARKING AREA AND TRAVELWAY WILL BE UTILIZED. NO NEW PARKING IS PROPOSED. IJ"Specifications and VTM- 10. A certified compaction technician shall perform these tests. Certified copies of test reports 1 0 LU shall be submitted to VDOT doily, unless specified otherwise. In addition to checking stone depths, a VOOT representative I NO STORMWATER MANAGEMENT FACILITES ARE PROPOSED. AREA OF OMICHAEL M. ARTZ-P, shall be notified and given the opportunity to be present during the construction and testing of the density control strip. DISTURBANCE IS LESS THAN 10,000 SF. No. 1513®� V) 3Z V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VOOT Road and Bridge <1 Specifications. Density shall be determined using the density control strip as specified in Section J15 and VTM-76. A Is certified compaction technician shall perform these tests. Certified copies of these reports shall be submitted to VDOT SURVE('o LIJ doily, unless specified otherwise. A VDOT representative shall be notified and be given the opportunity to be present Z TJ during the construction and testing of the control strip. THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF- FREDERICK ey- C(: LIJ R FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION n V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be LU explored below the bottom if the excavation to determine the type and condition of the foundation. The contractor shall OR CHANGE IN THESE PLANS SHALL BE APPROVED BY Q LL_ report findings of foundation to the engineer and to VOOT for approval prior to placing pipe. Foundation designs shall THE ZONING ADMINISTRATOR PRIOR TO. CONSTRUCTION. comply with VDOT Rood 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 RESPONSIBLE LANb CIISTURBER LLJ approved by VDOT. V22. Approval of these plans shall expire three (J) years from the date of the approval letter. N V23. VOOT Standard CG- 12 Curb Ramps shall be installed CONTACT NUMBEP,5.- where indicated on these plans and/or as specified by VDOT. DR. RA YMOND FISH 540-667-1454 V24 VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with EXE, DATE___ VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. ENGINEERING FIRM.- �h ARTZ & ASSOCIATES, PLC (540) 667-3233 THE RESPONSIBLE LAND DISTURBER A", ZONING ENFORCEMENT. IS THAT PARTY RESPONSIBLE FOR DEPARTMENT OF PLANNING (540) 665-5651 CARRYING OUT THE LAND DISTURBING SITE INSPECTIONS: ACTIVITY AS SET FORTH IN THE PLANS. Artz and Associates, PLC A Subsidiary of valley Engineering, Plc DEPARTMENT OF INSPECTIONS (540) 665-5650 LAND SURVEYING LAND PLANNING DEVELOPMENT 16 East Piccadilly Street , FREDERICK CO TY PLANNING DEPARTMENT APPROVAL TEL 540-667-WINCHESTER32VA. 22601-474033 FAX 540-667-9188 EROSION AND SEDIMENT CONTROL: TOLL FREE 1800-755-7320 DEPARTMENT OF PUBLIC WORKS (540) 665-5643 AUGUST 20, 2004 TELEPHONE.• VERIZON (301) 954-6282 ELECTRIC: ALLEGHENY POWER (800) 654-J317 ZONING ADMINISTRATOR DATE GAS: SHENANDOAH GAS COMPANY (540) 869-1111 THIS SITE PLAN IS VALID FOR (5) FIVE PROJECT # .11 2 ". 1 012 MISS UTILITY: 1-800-257-7777 YEARS FROM THIS DATE OF APPROVAL SHEET 1 OF 2 ..... ...... ".., - i� I I WA IQ:QP:71 bAl) ill I PLANT SCHEWLE INTERSTATE ROUTE 81 33-A-164A HMC, LP, LLP ZONED: RA USE: AGRICULTURAL N 37*53'44" E 633.03' 7— ........... ............. ............... . .. . .......... ............. ...... .......... ............. ...... . CONC. PA[.) 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TERN RAILROAD . ... .... ... - . .. . ... .... .. .... ... ... .... .. ... ... .... . 3 S'I'ONE 4.3 33-A-,164E KIMBERLY DICK' & JOHN FRANK RICIHARDSON . ......._I NV, 618.70 ZONED:: RA 33-A-164-B USE: UNI1v4PROVED CORA ELLEN DICK & DAVID ALLEN DARNELL ZONED: RA 33-A-163 USE: RESIDENTIAL THIRD GENERATION, LP ZONED: B2 USE: RESTAURANT 1!9 SYMBOL QUANTITY COMMON NAME 0 4 RED MAPLE 0 44 BOXWOOD NOTE5 HEIGHT LOCATION 2" CALIPER STREET 36" TALL 1. NO PROPOSED WATER OR SANITARY SEWER HOOKUP. EMPLOYEES WILL UTILIZE EXISTING FACILITIES. PARKING LOT �\ 1 H Or TYPE LARGE CANOPY SHRUB P MICHAEL M. ARTZ > No. 1513 <1 v 9o1�11f , QA'IvC', Q'�, SUR _,Pf 0 0 Usu 7 rC__x_ Z C,3 0 C) U— P' Artz and Associates, PLC A Subsidiary of Yedley Engineering, PLC LAND SURVEYING LAND PLANNING DEVELOPMENT 16 East Piccodilly Street WINCHESTER, VA. 22601-4740 TEL 540-667-3233 FAX 540-667-9188 Ilk TOLL FREE 1-800-755-7320 AUGUST 20, 2004 SCALE: 1" = 40' PROJECT #21012 SHEET 2 OF 2 WrI ffl: I V 7 L b01) 11 L L - -111'0 - v -.