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Home My WebLink About01-05 Candy Hill Campground - Campground - Back Creek - BackfileI G / I .00 � 1 I 1 I m TM #53-A-86B i t ITTM PRO ERTIIES LLC 960/1180 �,,-- - ZONED RA I j /„y / I-, U$E: RESIDENTIAL r ^ N 69'01 '03" E,/ N 86'0944 E• �„ � — 50 84 S 52 4_9 (Q9 E 456.06 I ^ I I I .----�=—_ — I Go IJ I jJ --' EXISTING ! \ I ^f f l I1 I 50' R/W \ \ I I JJ 11 I I 1 TM #53-A-86 WI TRUDY P. O DONNELL 1 �- °' I I -- _. I I I I► j 929/921 I I I II I I I Ip I I II I f I I I I ZONED RA � USE: RESIDENTIAL TM #53-A-86A \ I M I I 16.887 ACRES 1 t 1 z I 1 1 A_SITE t CD Cn _.._._._....... .............. I I I ELECTRIC LINE t `'. EASEMENT 717, PG 49I I I iV j SITE MAP \ ~` GENERAL NOTES .(ALL MAY NOT APPLY) All areas not built or paved upon shall be landscaped. 2) All dimensions shown on these plans are to the face of the building, face of curb or the edge of the pavement unless otherwise referenced. 3) Erosion and sediment control measures shall be maintained continuously, relocated when and as necessary and shall be checked after every rainfall. Seeded areas shall be checked regularly and shall be watered, fertilized, reseeded and mulched as necessary to obtain a dense stand of grass. 4) Any drain inlets shall be protected from siltation. Ineffective protection devices shall be replaced and the inlet cleaned. Flushing is not an acceptable means of cleaning. 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 shall be responsible for the repair, at his or her expense, of all existing utilities damaged during construction. Forty—eight hours prior to any excavation the contractor shall call MISS UTILITY at (800) 552-7001. 6) All materials used for fill or back fill shall be free of wood, roots, rocks, boulders or any other noncumpactable soil type materials. Unsatisfactory materials also include manmade fills and refuse debris derived from any source. 7) Materials used to construct embankments for any purpose, back fill around drainage structures in utility trenches or any 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 ASTM Standard D-698. The contractor shall, prior to any operations involving filling or back 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 certifications made by a licensed professional engineer representing the laboratory. 8) Embankment fill and back fill shall be placed in lifts at a maximum uncompacted depth of 8—inches and 6—inches, respectively. 9) All excavation, including trenches, shall be kept dry to protect the integrity of the subsoil. 10) Traffic control on public streets shall be in conformance with the Manual Of Uniform Traffic Control Devices and as further directed by the governing inspectors. 11) Any discrepancies found between the drawings and specifications and site conditions or any inconsistencies or ambiguities in drawings or specifications shall be immediately reported to the engineer, in writing, who shall promptly address such problems. Work done by the contractor after his or her discovery of such discrepancies, inconsistencies, or ambiguities shall be done at the contractor's risk. 12) The owner shall provide the bond for and be the responsible party on the earth disturbing permit. 13) County Ins ep ctio have full authority to reject fill or back fill materials, require undercutting or sub —grade stabilization, require provisions for s-lb—dronage, or require 0 - measures which affect the integrity of road and utility construction. Failure to comply with inspectors directives will be cause for non —acceptance of the facility. 14) Satisfactory materials for use as fill for public streets and parking lot include materials classified in ASTM D-2487 as GW. GP. GM, GC. SW. SP. SM. SC. ML. and CL groups. The moisture content shall be controlled within plus or minus 2% of the optimum Jo facilitate compaction. Generally, unsatisfactory materials include materials dossified in ASTM D-2487 as PT. CH. MH. OL. OH and any soil too wet to facilitate compaction. CH and MH soils may be used subject to approval of the Qounty Engineer. Soils shall have a minimum dry density of 92lb/cf per &M! D-698 and shall have a plasticity index less that 17. 15) The requirement for the placement of CG-12s at site entrance is at the discretion of VDOT. Contrait:tor is to coordinate with VDOT Inspector/Engineer to this regard. SURVEY NOTES: 1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS TAKEN FROM A FIELD RUN SURVEY PERFORMED BY ARTZ & ASSOCIATES AND FREDERICK COUNTY 5' CONTOUR AERIAL MAPPING. 2. ELEVATIONS ARE ASSUMED DATUM. INTERVAL IS 2 FEET ON SITE LOCATION AND 5 FEET ELSEWHERE. LOT AREA: CURRENT ZONING: BUILDING SETBACK REQUIREMENTS FRONT: REAR: SIDES: CURRENT USE: PROPOSED USE: SIGNS: OUTDOOR LIGHTING: Rt. 3� - r ° �0 0• ® l I ° � r • c EO rJ N 110 S CITY OF WINCHESTER VICINITY MAP 1 "= 1000' 16.887 AC. RA 60' 50' 50' CAMPGROUND SAME (EXPANSION OF PAVILION) NO NEW SIGNS PROPOSED. MUST CONFORM WITH SECTION 165-30 OF FRED. CO. CODE NONE PROPOSED PARKING CA!_CULATIONS PROVIDED 4 ADA NOTES: 1. THE PURPOSE OF THIS SITE PLAN IS FOR THE EXPANSION OF THE EXISTING PAVILION AND THE ADDITION OF A PAVED AREA WITH 4 ADA SPACES. 2. NO STORMWATER MANAGEMENT FACIL.ITES ARE PROPOSED. AREA OF DISTURBANCE IS LESS THAN 10,000 SF. 3. SEE CONDITIONAL USE PERMIT #23-04 FOR ATTACHED CONDITIONS. 4. ALL REVIEW AGENCY COMMENTS AND REQUIREMENTS SHALL BE COMPLIED WITH AT ALL TIMES. 5. NO OFFSITE CATERING WILL BE ALLOWED IN CONJUNCTION WITH THIS CONDITIONAL USE PERMIT, AND NO COMMERCIAL FOOD PREPARATION WILL BE ALLOWED. 6. A MINOR SITE PLAN WILL BE SUBMITTED TO SHOW PROPOSED IMPROVEMENTS AND CONFORM TO AGENCY COMMENTS, AND SHALL BE APPROVED BY THE COUNTY PRIOR TO ANY CONSTRUCTION ACTIVITY. 7. ALL CONDITIONS OF CONDITIONAL USE PERMIT #21-79 SHALL CONTINUE TO REMAIN IN EFFECT. PLEASE SEE ATTACHED CONDITIONS. 8. ANY FURTHER EXPANSION WILL REQUIRE A NEW CONDITIONAL USE PERMIT. CONT CARL LITTMAN 540-662-8010 ENGINEERING FIRM: ARTZ & ASSOCIATES, PLC (540) 667-3233 ZONING ENFORCEMENT: DEPARTMENT OF PLANNING (540) 665-5651 SITE INSPECTIONS: DEPARTMENT OF INSPECTIONS (540) 665-5650 EROSION AND SEDIMENT CONTROL: DEPARTMENT OF PUBLIC WORKS (540) 665-5643 TELEPHONE: VERIZON (301) 954-6282 ELECTRIC: ALLEGHENY POWER (800) 654-3317 GAS: SHENANDOAH GAS COMPANY (540) 869-1111 MISS UTILITY: 1-800-257-7777 PROJECT: so SITE INFORMATION: ADDRESS: 165 WARD AVENUE TM #53-A-86A DB 960, PG 1180 ZONED: RA OWNER/DEVELOPER LITTMAN PROPERTIES, L.L.C. 165 WARD AVENUE WINCHESTER, VA 22602 (540) 662-8010 J SEAL AND SIGNATURE P-? H OF V/ MICHAEL M. ARTZ No. 1513 1,9�o SURV00� 0 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. RESPONSIBLE LAND DISTURBER EXP. DATE THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN .THE PLANS. FREDERICK COUNTY PLANNING DEPARTMENT APPROVAL ONING ADMINISTRATOR DATE THIS SITE PLAN IS VALID FOR (5) FIVE YEARS FROM THIS DATE OF APPROVAL V) E w 0 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 TOLL FREE 1-800-755-7320 JANUARY 3, 2005 PROJECT #985049 SHEET 1 OF 2 t .1 I --' --' R . — — f— . ICI -- 0 ■ f • n. -- ��'"o,