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HomeMy WebLinkAbout29-10 Rock Harbor - Golf Course Storage Bldg. - Back Creek - Backfile (2)GENERAL NOTES VDOT CENERAL NOTES LECEND 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 way relieves 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, Coun Representatives, and Representatives of the Virginia iepartment of Y P 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. 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-1. 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 equi ment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, anrto 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 he 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. 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 105.14(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, 'unction boxes, controllers, etc., owned b VDOT or private public utility companies. g P ] y p y It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict 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. 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. a re -construction conference shall be arranged and V7. If required by the local VDOT Residency Office, p g 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 roadway via a construction entrance that is constructed and maintained in accordance with Section 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. Vll. 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. 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 testin is required, a VDOT representative shall be resent to insure the sample obtained is representative of a location. When soil samples are submitted o private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by uresVDOT 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 storm sewer trenches shall be y g Y/ compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, withinplus 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 specified otherwise. EXISTING INTERMEDIATE CONTOUR 33U EXISTING INDEX CONTOUR 33 PROPOSED CONTOUR 40(d EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER TRANSITION TO REVERSE CURB � . • � .., , � EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EXISTING STORM SEVER` PROPOSED STORM SEVER EXISTING SANITARY SE1fER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICErA PROPOSED ELECTRIC SERVICE EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE CENTERLINE EXISTING TREE LINE FLOW LINE FENCELINE EXISTING UTILITY POLE/GUIDE WIRE EXISTING TELEPHONE PEDESTAL F1 EXISTING 11ATERLWE lf/ TEE T� PROPOSED WATERLINE TEE / EXISTING FIRE HYDRANT/VALVE/METER C&0 0 � v � PROPOSED FIRE HYDRANT/VALVE/METER C� ® m PROPOSED REDUCER SIGNS PARKING INDICATOR Al2 INDICATES THE NUMBER OF TYPICAL PARKING SPACES HANDICAP PARKING VEHICLES PER DAY COUNT Im® SCALE: 1" = 2000' Z W Z W CQ IN 0D C\2 I 1 U `,� to to I Q, o I o > Z x � � � � b +' 0 o W Q) 4 c. ° Q) °D � a� F �, RT 50 A • 803UJ ROAD zi :: ' } t" 'Q�Q � , �- _ j� �� ¢ S JU OVS ,� 00 ti SHEET INDEX ^ rn � '' aa) o w co COVER SHEET 1 OVERALL PLAN 2 EROSION AND SEDIMENT CONTROL PLAN 3 z O " 5 W Z W o v z Z p" E-+ W H V) Z :I A Z o w Q q E, A o •-' o I � I o 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. ames 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. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these and/or or as specified by VDOT. P / V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of an streets, all required street si na a and/or pavement markings shall P y q g g / P g 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. PROPOSED BUILDING ENTRANCE PROPOSED SANITARY LATERAL CLEANOUT . SANITARY MANHOLE IDENTIFIER O STORM DRAIN STRUCTURE IDENTIFIER O EXISTING SPOT ELEVATION X•� 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 ' r� RANDY L, KE ER N0, 032809 �0, 1 - -XJ - Z© II �' G `S'SI 0NAL PROJECT INFORMATION LOT INFORMATION PARCEL IDENTIFICATION NO. ACREAGE ZONED EX. USE PROP. USE 52-A-256 367.8 AC. EM QUARRY N/A 53-A-88 297.784 AC, RA GOLF COURSE PRIVATE STORAGE 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. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical sppreader. 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 VD T 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. As halt 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. tfpipe 36 inches ions or PP culverts thirty-six y (es an V21. In accordance with Section 302.03 the foundations larger shall be explored below the bottom of the excavation to determine the type an 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. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the g P P g g p engineer and VDOT for proval prior to constructing box. Foundation designs shall com 1y with VDOT�4 Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6) inches. 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. V23. Approval of these plans shall expire three (3) years from the date of the approval letter. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V25. 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 SPOT ELEVATION X 35� LIGHT POD - ZONING INFORMATION: EM DISTRICT RA DISTRICT REQUIRED SETBACKS REQUIRED SETBACKS FRONT - 75' FRONT - 60' REAR - 25 SIDE AND REAR - 50 (ADJ 6 AC OR LESS) REAR - 100' (ADJ TO ZONE -RA) SIDE AND REAR - 100' (ADJ 6 AC OR MORE) SIDE - 25' SIDE - 100' (ADJ TO ZONE -RA) MAXIMUM BUILDING HEIGHT = 35' BUILDING INFORMATION: PHASE I BUILDING AREA = 1,500 S.F PROPOSED BUILDING HEIGHT < 20' PHASE II BUILDING AREA = 1,500 S.F TOTAL BUILDING AREA = 3 000 S.F TOTAL DISTURBED AREA = 8,400 S.F. NOTES: 1. NO OUTDOOR LIGHTING IS PROPOSED WITH THIS PLAN. 2. NO WATER OR SEWER SERVICE IS PROPOSED WITH THIS PLAN. 3. NO PARKING IS PROPOSED WITH THIS PLAN. 4. NO EMPLOYEES WILL BE STATIONED IN THIS PROPOSED SHED. FC INSPECTIONS: NEW STRUCTURE SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 312, USE GROUP U (UTILITY) OF THE INTERNATIONAL BUILDING CODE / 2006. STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION ARE TO BE SEALED BY A VA LICENSED DESIGN PROFESSIONAL. PLEASE NOTE THE REQUIREMENTS BY THE RDP AND IN CHAPETER 17 IBC FOR SPECIAL INSPECTIONS ON THIS TYPE OF STRUCTURE. W ® �' � E­' Z Q J � �' O E-+ W 0 Q', Z W i rl (9 E- U c W U W 0 ® (' U W O (� Q FCSA CONSTRUCTION NOTES SURVEY AND TOPOiCRAPHIC INFORMATIONcc 1. The Authority's Water and Sewer Standards and Specifications are available at www fcsa-water com <http: 2. The water and sanitary sewer portion of the plans are valid for three years from date of FCSA approval. 3. The contractor shall adhere to the Authority's 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 connect a new sewer line to an existing manhole by core drilling the manhole. 6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. The Authority shall furnish all needed material and make the tap. The contractor shall submit an Application for Wet Tap and pay the required fees. 7. Exact locations of water and sewer services on new lines to be coordinated with the Authority's inspector. 8. The Authority's maintenance division shall furnish and install all water meters through 2 inch 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 top of the cover and the coppersetter shall be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 9. For services that connect to existing lines: a. The Authority shall furnish and install: 1. all 5/8"x3/4", 1", 1 V2" and 2" water services 2. all sewer services. b. The contractor shall: 1. coordinate the location of the service lateral with the Authority's engineering assistant 1. Boundary survey was performed by: N/A (TAX MAP DATA_ Dated: 2• Aerial, horizontal and vertical control surveys were performed by: (Year) 3. Aerial topographic mapping performed by: N/A Dated: j� j� jJ®�A JL 1 1 1 b = '� Z �� FREDERICK COUNTY Z IN G ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL SITE PLAN APPROVAL N �'2a1�, l Aba--_-___ :_-_ DATE SITE PLAN NUMBER ��� FIRE MARSHALS NOTE Fire lane markin s and si na e: $ g M Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshal's Office. 2. submit an Application for Service and pay the required fees. 10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. 11. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly U 0 wo TRIP GENERA TION DATA Project Name: R 0 CK HARBOR GOLF COURSE' - STORAGE' SHE 'D ADDITION Project Number: 4745 CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD Magisterial District: Date of Plan: (Month, Day, Year) shall be installed immediately before the backflow prevention unit. Radio read remotes are required. BACK CREEK MAGISTERIAL DISTRICT 11 /04/2010 12. The Authority shall review the mechanical plan(s) for design and material approval of a building's: * T N FROM ITE TRIP GENERATIO 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: 11/04/2010 a. Domestic water meter and its backflow prevention device, and/or its b. Fire service line's backflow prevention device. STUART M. PERRY 117 LIMESTONE LA WINCHESTER, VA 22602 540-662-3431 UTILITY CONTACTS SCALE: AS NOTED 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: Gas: Shenandoah Gas Co. 13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to Operate and a copy of the stations DEQ approved 0&M manual. These documents must be received before substantial completion is issued and water meters released. Developer: STUART M. PERRY Address, Including Zip Code & Telephone No. 117 LIMESTONE LANE WINCHESTER, VA 22602 540-662-3431 DESIGNED BY: RK FILE NO. 4745 Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code &Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 HANDICAPPED PARKING NOTE SHEET 1 OF 3 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 10-37 ADJOINING OWNER INFORMATION SYMBOL TAX MAP # OWNER n 52-A-214 WILKINS JAMES G JR a 52-A-215 PENNINGTON DENNIS K c 52-A-228 NELSON MARY C. & RICHARD C. D 52-A-231 FEDERAL NATIONAL MORTGAGE ASSOC E 52-A-232 EDMISTON JOSEPH W & LAURA L F 52-A-233 ROE GENEVIEVE G 52-A-234 LAFOLLETTE RICKIE D x 52-A-235 LAFOLLETTE RICKIE D I 52-A-236 LAFOLLETTE RICKIE D J 52-A-237 PERRY STUART M INC x 52-A-238 PERRY STUART M INC L 52-A-239 PERRY STUART M INC M 52-A-240 PERRY STUART M INC N 52-A-241 PERRY STUART M INC 0 52-A-243 STEVENS JOHN V & PAMELA M P P 52-A-242A STEVENS JOHN V & PAMELA M P Q 52-A-242 STEVENS JOHN V & PAMELA M P R 52-A-71A COMMONWEALTH OF VIRGINIA s 52-A-71B BISHOP GREGORY A & STACIE L T 52-20-3-18 PERRY DENNIS W u 52-A-259 KELCHNER DAVID S & LORETTA L v 52-17-2-13 ALEXANDER MICHAEL SCOTT w 52-17-2-12 TUMBLIN PATSY ANN x 52-17-2-11 KYSELA FRANCIS J Y 52-17-2-10 LASHBAUGH GEORGE R JR & LINDA J z 52-17-2-9 SARGENT LOIS MARIE An 52-17-2-8 LOY ROBERT L JR & MICHELLE D Bs 52-17-2-7 MILLER GREGORY G. & MARSHA R. cc 52-17-2-6B CROCKER CAROL A DD 52-17-2-6A LINK WILLARD Z JR & ROBIN L EE 52-17-2-5B SINGHAS MILLARD N. FF 52-17-2-5A MALONE JUDITH K GG 52-16-1-4 NEWLIN RICHARD A. Hx 52-16-1-3 RILEY ANTHONY P II 52-16-1-2 WELSH STEVIE L & CATHERINE V JJ 52-16-1-1 KYSELA FRANCIS J V xx 52-A-262A ROBERT & DONNA PROPERTIES LLC LL 52-A-265 ROBERT & DONNA PROPERTIES LLC 52-A-264 AMICK ROBERT EUGENE JR NOTES: 1. BOUNDARY LINEWORK AND OWNER INFORMATION SHOWN IS TAKEN FROM THE MOST CURRENT AVAILABLE FREDERICK COUNTY GIS DATA. LINE TABLE TM 52-A-260 STEPHEN L. CLARK, ET ALS ZONED: RA USE: RESIDENTIAL LINE BEARING DISTANCE Ll N 29034' E 270' L2 N 30015' E 283' L3 N 30046' E 228' L4 S 20025' W 401' L5 S 69059' E 17' L6 N 20025' E 405' L7 S 81 °5 4' E 39' L8 N 45025' E 250' CURVE TABLE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE Cl 100' 72' 70' N 06056' E 41012' C2 725' 240' 239' S 74030' E 18059' C3 725' 201' 200' N 86041' E 15050' C4 1000' 126' 126' N 82021' E 07°12' C5 1300' 276' 275' S 87058' E 12008' 0� N 38013'33" 153.56' I ZONED: 133 (D ® R USE: VDOT HEADQUARTER ( Z \ S \ cc: VA. SEC. RTE. 803 L W LJ ROUND RILL ROAD i Z /- — — CD Z / V S 83056'19" E �� (D co co N 87044'17" E 228.90 �L\ \ � � 286.70' \ Q C c o ��T SST> Co C, / �\coLo s°. / \ V \ Lo IN N 39013'17" E 949.17' �� V) a) o �N 23058'39" W 461.91' STORAGE SHED PROJECT AREA TM 53-A-88 STUART M. PERRY, INC. ZONED: RA USE: GOLF COURSE \N 4 z H V) Z z ti O H Y) p W z Q z a �D 0 W Q a w Q TH OF t RANDY L KEGLER No.032809 LNNAl' _ U o Q Z a 0 o w E- U� W0(.9 W o M W 0 � w U U W DATE: 11/04/2010 SCALE: 1"= 300' DESIGNED BY: RK FILE NO. 4745 z 0 U 300 0 500 SCALE: I" = 300' SHEET 2 OF 3 10-37 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4* 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW III III 4 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL IIII FLOW � G� III =III EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE SOURCE: Adapted from Installation of Strew and Fabric Filter Barriers for Sediment Control, KATE. 3.05-1 br ow t 1* TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC NOTES: PLATE 3.09-1 1. 5' CONTOURS ARE TAKEN FROM THE MOST CURRENT AVAILABLE FREDERICK COUNTY GIS DATA 2. BOUNDARY LINEWORK AND OWNER INFORMATION SHOWN IS TAKEN FROM THE MOST CURRENT AVAILABLE FREDERICK COUNTY GIS DATA. ',A STUART M. PERRY, INC. \ \ ZONED: RA USE: GOLF COURSE \------------- 'x 0 � \ \ \\ \ \ zc z z CIO a w E.-I � x �'� ti U 123.11 0 \ ` \ � .. ' I ,t , p �, �z 24\0 rF . \ \ \ \ \ \ a. o���o� (PHA F+ �' O \ \ \ 0 Q \ _ FI to p / ► \ / / / \ 01 �0 20 10 0 20 40 0 Z W W Z CD Z W IN O 00 a cd G C�2 cD ' U ., coo � to P Z x ��� � W b� o� W �� 4o U to � ~ % E- C=. m N H � z z� O 0 z 5z W �A z a �D O � A W A w W qA d o Q 4 o H OF r RANDY L, KEPLER No, 032809 LINNAL yCs LL J 0 0 U) 0 z I W Q w DATE: 11/04/2010 1 SCALE: 1"=20' DESIGNED BY. RK FILE NO. 4745 SGALE: I" = 20' SHEET 3 OF 3 10-37 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 Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia SCALE: 1" = 2000' Z 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 EXISTING INTERMEDIATE CONTOUR 33U uJ RT and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of 50 �Dl 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent EXISTING INDEX CONTOUR 33� q 803 construction, must be provided prior to issuance of the site development permit. The approval of these plans shall govern. W in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and PROPOSED CONTOUR 400 ROAD N UJ Sediment Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health EXISTING EDGE OF PAVEMENT u Al� 3. A permit must be obtained from the Office of the Resident , En ineerVirginia Department of g g P Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. Transportation V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be PROPOSED EDGE OF PAVEMENT FS� ccST (VDOT) and Frederick County prior to construction in existing State right-of-way. in accordance with the current edition of VDOT s Work Area Protection Manual. Furthermore, all traffic EXISTING CURB AND GUTTER cc 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is control flaggers must be certified in accordance with Section 105.14(c) of the VDOT Road and Bridge Specifications. PROPOSED CURB AND GUTTER ,<: 'Q�Q Z required under State law. TRANSITION TO REVERSE CURB UJ 5. The exact location of all guard rails will be determined by VDOT personnel. "A 'oint inspection will be p department V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including EXISTING TELEPHONE LINE " �i� � 0 held with the Develo er, Coun y Representatives, and Representatives of the Virginia of traffic signal poles, junction boxes, controllers, etc., owned b VDOT or private public utility companies. y y � 4 � 00 Transportation (VDOT� to determine if and where guard rail and/of paved ditches will be needed. The ., It is the sole responsibility of the developer to locate and identify utilitPy facili ies or items that may be these does indemnify the PROPOSED TELEPHONE LINE g L . I 5 developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection. to in conflict with the proposed construction activity. VDOT approval of plans not EXISTING STORM SEVER j b o o P3 CO o Refer developer from this responsibility. p ro 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 PROPOSED STORM SEWER �� c° to 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a times. suect to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field subject EXISTING SANITARY SEVER s y Cd Z representative of the developer must be available at all revision shall be the responsibility of the developer. PROPOSED SANITARY SEWER NO x � r � 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land '0_0 V4 o Q) Control Devices (MUTCD). use permits for any work within VDOT right-of-way. EXISTING ELECTRIC SERVICE oVs M ■ � O o 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, apre-construction conference shall be arranged and PROPOSED ELECTRIC SERVICE oo �• s� W 4 � •� a� °A a embankment. held by the engineer and/or developer with the attendance of the contractor, various County agencies, EXISTING GAS LINE La roved 9. All pavement sections on the a plans are based on a minimum CBR value of 6. CBR values less p pp p by Greenway Engineering and approved by the owner. oanies and VDOT prior to initiation of work utility companies p. PROPOSED GAS LINE SHEET INDEX than 6 will require revised pavement section prepared V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any PROPERTY LINE 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any rn indicated on the plans and as required at the field inspection. required or requested inspection. EXISTING EASEMENT LINE o 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent PROPOSED EASEMENT LINE 0 Q) be minimum 6" diameter and conform to VDOT standard SB-1. public roadway via a construction entrance that is constructed and maintained in accordance with CENTERUNE W the than Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other co 12. Construction debris shall be containerized in accordance with Virginia Litter Control Act; no less properties affected by this project shall be maintained through construction. The Developer shall have, EXISTING TREE LINE COVER SHEET 1 one litter receptacle shall be provided at the construction site. within the limits of the project, an employee certified by the Virginia Department of Conservation andFLO LINE OVERALL PLAN 2 H Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices 13. The contractor shall provide adequate means of cleanin mud from trucks and/or other equi went prior to = and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly FENCELINE EROSION AND SEDIMENT CONTROL PLAN 3 w to entering public streets, and it is the contractors responslility clean streets, allay dust, to take rectified. whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free EXISTING UTILITY POLE/GUIDE WIRE � condition at all times. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the EXISTING TELEPHONE PEDESTAL 0 CO 14. Notification shall be given to the appropriate utility company prior to construction of water and/or be end of construction. EXISTING 1fATERLINE W/ TEE Z Z ti sanitary sewer lines. Information should also obtained from the appropriate authority concerning permits, to lines. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimi-im T Z cut sheets, and connections existing thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at i o PROPOSED WATERLINEil/ TEE o w 15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the P� conflict points. EXISTING FIRE HYDRANT/VALVE/METER 0 0 v current standards and specifications of the Frederick County Sanitation Authority. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) PROPOSED FIRE HYDRANT/VALVE/METER • m 5 Z_ 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the location encountered during the course of construction shall be immediately brought to the attention of the PROPOSED REDUCER W Z d contractors responsibility to verify the exact horizontal and vertical of all existing utilities as needed engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the Q' q prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing engineer and approved by VDOT. SIGNS Z 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 V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative to and fill. Where CBR testing is required, a VDOT representative shall be a" o result of his construction project within or contiguous to the existing right-of-way. prior placement present to insure the sample obtained is representative of the location. When soil samples are submitted PARKING INDICATOR 12 a W 18. When grading is proposed within easements of utilities, letters of permission from all involved companies to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a to be accepted by VDOT and that testing shall be in accordance with all applicable INDICATES THE NUMBER OF TYPICAL PARKING SPACES Q must be provided to Frederick County Public Works Department prior to issuance of grading and/or site project performed VDOT standards and procedures. development permits. o 19. The developer will be responsible for the relocation of any utilities which is required as a result of his V14. All roadway fill, base, subgrade material, and backfill in utility/storm storm sewer trenches shall be Y g Y/ lifts to 95% theoretical HANDICAP PARKING �, W �' I "i I project. The relocation should be done prior to construction. compacted in six (6) inch of maximum density as determined by AASHTO T-99 E Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street PER DAY COUNT lm® I I 20. These plans identify the location of all known ravesites. Gravesites shown on this plan will be protected P Y g P P g Y Y P Y qindependentVEHICLES right -of. -way. At he direction of VDOT, density tests shall be performed b a qualified in accordance with state law. In the event gravesites are discovered during construction, the owner and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be o engineer must be notified immediately. submitted to VDOT daily, unless specified otherwise. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these and/or or as / PROPOSED BUILDING ENTRANCE THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION T Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the specified by VDOT. P OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION F� approved plan. "A" V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet PROPOSED SANITARY LATERAL CLEANOUT . PROJECT INFORMATION r r 22. Controlled fills shall be compacted to 95% of maximum density as determined by method per standard VDOT minimum design standards and is the responsibility of the developer. proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered` rofessional engineer and results submitted to Frederick County prior to pavement construction. If a V17. Prior to VDOT SANITARY MANHOLE IDENTIFIER O U RANDY L, KE ER geotechnical report has been prepared, it should supersede the requirements in this note. acceptance of any streets, all required street signage and/or pavement markings shall LOT INFORMATION: N0,032809 be installed by the developer or, at VDOT s discretion, by VDOT on an account receivable basis following 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed but than ten days, to the Manual On Uniform Traffic Control Devices. STORM DRAIN STRUCTURE EDENT91ER O PARCEL IDENTIFICATION NO. ACREAGE ZONED EX. USE PROP. USE �,�,I�i-J_X4 ZOIj excavating or blasting at least two (2) working days, not more (10) working prior or demolition. Names and telephone numbers of the and operators underground V18. The developer shall provide the VDOT Residency Office with a list of all material sources priok to the sSto � commencement of excavation to Copies invoices for dedicated 52-A-256 367.8 AC. EM QUARRY N/A NAL utility lines in Frederick County appear below. These numbers shall also be used serve in an emergency start of construction. of all materials utilized within any street condition. right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit EXISTING SPOT ELEVATION X�13a•4 53-A-88 297.784 AC. RA GOLF COURSE PRIVATE STORAGE and total prices may be obscured. 24. All utilities to be located underground. from V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical 25. All outdoor lighting must be shielded adjoining properties and road right-of-ways. spreader. Density will be determined using the density control strip in accordance with Section 304 of PROPOSED SPOT ELEVATION X35 the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform ZONING INFORMATION: these tests. Certified copies of test reports shall be submitted to VDT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and the opportunity - EM DISTRICT given LIGHT P0LE RA DISTRICT Note: Any place within these plans stating Greenway Engineering, shall represent Greenway Engineering, Inc. to be present during the construction and testing of the density control strip. REQUIRED SETBACKS REQUIRED SETBACKSco FCSA CONSTRUCTION NOTES V20. As halt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge pecifications. Density shall be determined using the density control strip as specified in Section SUR VEY AND TOPOCRAPHIC INFORMATION FRONT - 75' FRONT - 60' cc 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 reppresentative shall be REAR - 25 SIDE AND REAR - 50 (ADJ 6 AC OR LESS) the to be during the testing the 1. Boundary REAR - 100 (ADJ TO ZONE -RA) SIDE AND REAR - 100 (ADJ 6 AC OR MORE) 1. The Authority's Water and Sewer Standards and Specifications are available at notified and given opportunity present construction and of control strip. survey was performed by: www.fcsa-water.com <http://www.fcsa-water.com - 2. The water and sanitarysewer portion of the plans are valid for three ears from date of P P Y V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36 inches and N/A (TAX MAP DATA) Dated: SIDE - 25' � SIDE - 100 (ADJ TO ZONE -RA) MAXIMUM BUILDING 0 E'' H FCSA larger shall be explored below the bottom of the excavation to determine the type an condition of the 2. Aerial, horizontal HEIGHT = 35 R� approval. foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for and vertical control surveys were 3. The contractor shall adhere to the Authority's standards and specifications in effect at the approval prior to placing pipe.. Foundation designs shall comply with VDOT Road and Bridge Standard performed b p y� �' time of construction. PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design yi g, g (Year) BUILDING INFORMATION: � Z 4. The contractor shall coordinate with and arrange for inspection by the Authority. by drilling the and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. Q 5. The contractor shall connect a new sewer line to an existing manhole core 3. Aerial topographic rnapping performed by: manhole. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced N/A Dated: PHASE I BUILDING AREA = 1,500 S.F PROPOSED BUILDING HEIGHT < 20' 6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. below proposed foundation elevation to determine the type and condition of the foundation. The PHASE II BUILDING AREA = 1,500 S.F Q > The Authority shall furnish all needed material and make the tap. contractor shall submit copies of borehole logs and report findings of foundation exploration to the VDOT for to box. Foundation designs VDOT TOTAL BUILDING AREA = 3,000 S.F �4 0� P_', Z The contractor shall submit an Application for Wet Tap and pay the required fees. engineer and a proyal prior constructing shall comply with g P P g g p PB-1. Contrary to the Standard, is W 7. Exact locations of water and sewer services on new lines to be coordinated with the Road and Bridge Standard where rock encountered and cast -in -place box is the thickness of bedding shall be (6) inches. Where TOTAL DISTURBED AREA = 8,400 S.F. W � 0 E 4 Authority's inspector. proposed, six soft, yielding, or otherwise O 8. The Authority's maintenance division shall furnish and install all water meters through 2 unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall APPROVAL NOTES: U be determined by the engineeu and approved by VDOT. inch in size. It is the contractor's responsibility to have the meter box assembly installed 1. NO OUTDOOR LIGHTING IS PROPOSED WITH THIS PLAN. (x co correctly. Before a permanent meter is installed: be the V23. Approval of these plans shall expire three (3) years from the date of the approval letter. 2. NO WATER OR SEWER SERVICE IS PROPOSED WITH THIS PLAN. W W U a. The meter box, with its frame and cover, must properly aligned with coppersetter. be to final V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as --- % 3. NO PARKING IS PROPOSED WITH THIS PLAN. p 0 �+ b. The frame and cover shall set grade. The distance between the top of the cover and the coppersetter shall be between specified by VDOT. /_`�' \ l �/� 4. NO EMPLOYEES WILL BE STATIONED IN THIS PROPOSED SHED. U W CC w (n C. Q 18 and 21 inches. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in FREDERICK COUNTY ZONING ADMINISTRATOR DATE O (=1 W d. All components of the meter box assembly shall be in proper working order. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) FC INSPECTIONS: Q+ Qi 9. For services that connect to existing lines: a. The Authority shall furnish and install: after grading is mostly complete. YEARS FROM THE DATE OF PLANNING APPROVAL NEW STRUCTURE SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND U ' 1. all 5/8"x3/4", 1", 1Z" and 2" water services FIRE MARSHAL'S NOTE SECTION 312, USE GROUP U (UTILITY) OF THE INTERNATIONAL BUILDING CODE / 2006. STRUCTURAL 2. all sewer services. SITE PLAN APPROVAL PLANS SUBMITTED FOR PERMIT APPLICATION ARE TO BE SEALED BY A VA LICENSED DESIGN = � Fire lane b. The contractor shall: 1. coordinate the location of the service lateral with the Authority's engineering markings e: na and s si M g M Any No Parking" signs and yellow painted curb locations will be installed NAME \ Z�Y 11 ®�T� PROFESSIONAL. PLEASE NOTE THE REQUIREMENTS BY THE RDP AND IN CHAPETER 17 IBC FOR � assistant Y P-I- b field inspection at the direction of the Fire Marshal's Office. SPECIAL INSPECTIONS ON THIS TYPE OF STRUCTURE. �e 2. submit an Application for Service and pay the required fees. �I� pal �411 RII WAR , - 1 (7 10. All water lines must have a backflow prevention assembly (double check valve or RPZ, as TRIP GENERATION DATA Project Name: required). The assembly must meet ASSE standard number 1015 or 1013. Project Number: CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD R 0 CK HARBOR GOLF COURSE - S T ORA CrE SiE'D ADDITION 4745 0 11. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any cc Magisterial District: Date of Plan: (Month, Day, Year) exterior, privately owned fire line shall also have a fire service meter. This assembly shall immediately before the backflow prevention unit. Radio read remotes arerequired BACK CREEK MAGISTERIAL DISTRICT 11/04/2010 12. The Authority shall review the mechanical plan(s) for design and material approval of a building's: * TAltEN FROM ITE TRIP GENERATIO1 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: 11/04/2010 a. Domestic water meter and its backflow prevention device, and/or its 117 LIMESTONE LA b. Fire service line's backflow prevention device. UTILITY CONTACTS STUART M. PERRY WINCHESTER, VA 22602 540-662-3431 SCALE: AS NOTED Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: 13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certification to Developer: Address, Including Zip Code & Telephone No. Operate and a copy of the stations DEQ approved 0&M manual. These documents must be P.O. Box 1877 P.O. Box 17398 117 LIMESTONE LANE received before substantial completion is issued and water meters released. p Winchester, VA. 22604 Baltimore, MD 21297 STUART M. PERRY DESIGNED BY: RK (540) 868-1061 (301) 954-6282 WINCHESTER, VA 22602 Power: Gas: Shenandoah Gas Co. 540-662-3431 FILE NO. 4745 Engineer Certifying Plan: Address, Including Zip Code &Telephone No. P.O. Box 2400 HANDICAPPED PARKING NOTE Winchester, VA 22604 (540) 869-1111 GREENWAY ENGINEERING 151 WINDY HILL LANE WINCHESTER, VA 22602 SHEET 1 OF 3 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 (540) 662-4185 10 - 37 SYMBOL TAX MAP # OWNER A 52—A-214 WILKINS JAMES G JR H 52—A-215 PENNINGTON DENNIS K c 52—A-228 NELSON MARY C. & RICHARD C. D 52—A-231 FEDERAL NATIONAL MORTGAGE ASSOC E 52—A-232 EDMISTON JOSEPH W & LAURA L F 52—A-233 ROE GENEVIEVE G 52—A-234 LAFOLLETTE RICKIE D x 52—A-235 LAFOLLETTE RICKIE D I 52—A-236 LAFOLLETTE RICKIE D J 52—A-237 PERRY STUART M INC x 52—A-238 PERRY STUART M INC L 52—A-239 PERRY STUART M INC M 52—A-240 PERRY STUART M INC N 52—A-241 PERRY STUART M INC 0 52—A-243 STEVENS JOHN V & PAMELA M P P 52—A-242A STEVENS JOHN V & PAMELA M P Q 52—A-242 STEVENS JOHN V & PAMELA M P R 52—A-71A COMMONWEALTH OF VIRGINIA s 52—A-71B BISHOP GREGORY A & STACIE L T 52-20-3-18 PERRY DENNIS W u 52—A-259 KELCHNER DAVID S & LORETTA L v 52-17-2-13 ALEXANDER MICHAEL SCOTT w 52-17-2-12 TUMBLIN PATSY ANN x 52-17-2-11 KYSELA FRANCIS J Y 52-17-2-10 LASHBAUGH GEORGE R JR & LINDA J z 52-17-2-9 SARGENT LOIS MARIE an 52-17-2-8 LOY ROBERT L JR & MICHELLE D Ha 52-17-2-7 MILLER GREGORY G. & MARSHA R. cC 52-17-2-6B CROCKER CAROL A DD 52-17-2-6A LINK WILLARD Z JR & ROBIN L EE 52-17-2-5B SINGHAS MILLARD N. FF 52-17-2-5A MALONE JUDITH K GG 52-16-1-4 NEWLIN RICHARD A. Hx 52-16-1-3 RILEY ANTHONY P II 52-16-1-2 WELSH STEVIE L & CATHERINE V JJ 52-16-1-1 KYSELA FRANCIS J V Kx 52—A-262A ROBERT &DONNA PROPERTIES LLC LL 52—A-265 ROBERT &DONNA PROPERTIES LLC 52—A-264 AMICK ROBERT EUGENE JR ADJOINING OWNER INFORMATION _�� OI�rc O ZONED: 133 C'3 ! - --�� ��� �ST� O Q R USE: VDOT HEADQUARTER Z ��'��. � F P O O O B E 0 ZON RP o O Os _ O USE: RESID TIAL VA NT O VA. W SEC. RTE. 803 uj '18 56' ROUND HILL O® 6, E G I ROAD Z // —8Q__ S O K L i 75 BRL --��s°� 4 E C i �' / y40 / / O S 83056'19" E 00 `� . �� i!��' � / N 41014'05'$ E / ` \ \ N 87°44'17" E 228.90' �L �'� ����� °O� / 374.94 \ \ 286.70' o ?' ?' d 4 ti�i N 33°46'53" ~ ~ 1 / �/ 9 8 > \ W y, a�i a) n on ZONED: RA , SE: RESIDENTIA // / / `� h O i� �/ N 39013'17" E \ O / / 949.17' JJ / � p0 / � / '819 a 0, iH / \ // /1y5 w rn GG �� O // \\ \ N 246 .91' W � DD / \\ \ STORAGE SHED o Z � ��� ��\� PROJECT AREA V) o w �p��� �'// I I W z q Bg / I I a / lo'� I I p~ o t,� O / o TM 52-A-256 -� I TM 53-A-88 a Q / STUART M. PERRY, INC. 124 +/ STUART M. PERRY, INC. Q z /�y ZONED: EM I I ZONED: RA O �� USE: EXTRACTIVE MINING I USE: GOLF COURSE w o 0o AND MANUFACTURING ° I o / N 00 19 54 W Oy / '~ 960.55' I I Q � o THOF O � NOTES: O // / /� RANDY L K LER `t No.032809 1. BOUNDARY LINEWORK AND OWNER INFORMATION SHOWN IS TAKEN FROM THE MOST CURRENT O / ' �// N ° , „y AVAILABLE FREDERICK COUNTY GIS DATA. �00/ //may 383.9188' E SIONAL °� � \�� W TM 52—A-260 STEPHEN L. CLARK, ET ALS ZONED: RA N 09045'47" E I I 00�� USE: RESIDENTIAL I , 592.85' I I �� 6°�,°� �� 1 00� ��o , 6 50' BRL U o lop ,4 _ U \ / TM 52-A-31 A / \ �, Cc � TUART M. PERRY, INC // o/'� W �? > O 4 (� / \� O Q W Q � N 38013'33" W �i/ TM 52-A-313A � %` � � W W LINE TABLE 153.56' i STUART M. PERRY, INC. TM 52—A-305% i/ ZONED: RA 50' BRL CLOVERDALE FARMS, INC. �\\�/// USE: GOLF COURSE ZONED: RA USE: AGRICULTURAL ��J��, �\ �oo� \00 `ems ,�� 0Ile CURVE TABLE �� �\ c�� per° �� DATE: 11/04/2010 SCALE: 1"=300' N 38013'33" W \�vi� c�0� ��� 153.56 T 0�� DESIGNED BY: RK FILE NO. 4745 300 0 300 SHEET 2 OF 3 SCALE: 1" = 300' 10-37 LINE BEARING DISTANCE Ll N 29°34' E 270' L2 N 30°l5' E 283' L3 N 30°46' E 228' L4 S 20°25' W 401' L5 S 69°59' E 17' L6 N 20°25' E 405' L7 S 81°54' E 39' L8 N 45°25' E 250' CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 100' 72' 70' N 06°56' E 41°12' C2 725' 240' 239' S 74°30' E 18°59' C3 725' 201' 200' N 86°41' E 15°50' C4 1000' 126' 126' N 82°21' E 07°l2' C5 1300' 276' 275' S 87°58' E 12°08'