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HomeMy WebLinkAbout48-04 Travelodge of Winchester - Building Addition - Shawnee - Backfile (2)f_:&Unc x x x x G G EXX..-88' W M F-m-BE -1 F TO REDOf— i I RBWN EX._ CONC. S W EX. ASPHALT TRAIL — � EX. N.C. EX. C&G X X- — - G G - A=2 UGE UGE UGE OHT OHT OHT UGE UGE UGE PROP. 8° W M CG-6 TRANS CG-6R trX1 \A� EX. 8" SAN. SANITARY SEWER OASkA8" SAN. ��3) � * 3 --� EX. 24" RCP �- -� 24' RCP STORM SEWER ... -- DITCH, SWALE OR _ f SMALL STREAM CONCRETE DITCH ft AR . CC TREES O (DRIP LINE OF TREES) - LIMITS OF CLEARING & GRADING 390 390 - - - - - - -- - 389 - -- - - -- - - - CONTOUR LINE 389 ------ 388----...-_— 388 X387.6 SPOT ELEVATION +8650 +8700 ffw M SHAWI"'141EE MA A u' G I DIS"i"RIC""'T 4 AP 64-A-1pum"" 5 5 6% 7 P U0% - 7 060" , l � . � F fiery �. William Y 11 Gordon Associates, Inc. _NGINEERS - SURVEYORS - LAND PLANNERS - LANDSCAPE ARCHITECTS 24 West Piccadilly Street, Suite A Winchester, Virginia 22601 (540) 542-1737 -FAX (540) 542-1923 www.whga.com PROJECT MANAGER: SCOTT STI CKLEY, P.E. BLOCKAPPROVAL 91TE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE APPROVED BY THE F-REDERICK COUNTY ZONING ADMINISTRATOR X/' � DATE LIST DRAWINGS 1. COVER SHEET 2. GENERAL NOTES 3. EXISTING CONDITIIONS 4. SITE PLAN 5. GRADING PLAN 6. EROSION & SEDIMENT CONTROL PLAN 7. LANDSCAPE PLAN S. LIGHTING PLAN 9. DETAILS VICINITY P SCALE: 1 " = 1000' Da sS' vkl 14- O C- W N 0 OD OD V) H Z W O U Z IN Z cUj O O ,Zz O U a z F- z ''' O w � � � w o w wz z U _Z z Z g � 0- .- N Z SURVEY M&L DESIGN MSS DRAWN MSS/DCJ CHECKED MSS F_ U w F_ U Qc W zca:3O; Q ■® N tD N J � -N 4-+ W =moo z V .' Z � (/) cnrn L x v c�.-Q47, >LA-z zL(�3 6. O (D 3 ® ��T ��, Cq a � U U O ++ C 0, > a) .. N N Lil W Z C9 Z W DATE JULY 2004 SCALE HORZ: AS SHOWN VERT: N/A SEAL �NLT11 6 ICHAEL S. T K a LISC NS Plo. 031162 r F U co) 0 0 Z ® ® o LLJ F ®�>' C W 0000 a �o�Y 0 S � Uj zo a Qw a 0 = �- a V r W � O a JOB 2155-0101 CADD 2155—PLT01—CS.dwg h SHEET 4 nr- n r 0 U GENERAL NOTES 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED ON TAX MAP 64 - ((A)) - 1 D. 2, THE EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED BY MARSH & LEGGE LANDSURVEYORS, P.L.C. MARCH 1, 2004. CONTOUR INTERVAL IS ONE FOOT, 3. THE BOUNDARY INFORMATION PROVIDED BY MARSH & LEGGE LAND SURVEYORS, P.L.C. 4. ALL SPOT SHOTS ARE TO THE TOP OF CURB OR FINISHED GRADE UNLESS OTHERWISE NOTED. 5. SEE COVER SHEET FOR LEGEND OF SYMBOLS USED HEREON. 6. CHANGES OR REVISIONS IN CONSTRUCTION PLANS AND SPECIFICATIONS SHALL NOT BE MADE UNLESS FIRST APPROVED BY THE FREDERICK COUNTY DEPARTMENT OF PLANNING AND DEVELOPMENT AND/OR OTHER REGULATORY AGENCIES. 1. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS WILL BE IN CONFORMANCE WITH CURRENT FREDERICK COUNTY AND/OR VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. EROSION AND SEDIMENT CONTROL DEVICES TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND SEDIMENT CONTROL PLAN FOR PHASING AND DETAILS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER AND THE ENGINEER OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION. 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING STATE RIGHT-OF-WAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES. 5. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES. 6. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATING ANY DISCONNECTION AND/OR ABANDONMENT OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ABANDONING ALL EXISTING WELLS AND/OR SEPTIC DRAIN FIELDS AND COORDINATING THEIR ABANDONMENT WITH THE HEALTH DEPARTMENT. 7. ALL LAND ON OR OFF -SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED, SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION. 8. CONTACT "MISS UTILITY" AT 1-800-552-7001 A MINIMUM OF 72 HOURS PRIOR TO ANY EXCAVATION WITHIN PUBLIC RIGHT-OF-WAYS OR WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 9. WILLIAM H. GORDON ASSOCIATES, INC. DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES. ANY DEN RG 0 UTILITIES SHOWN R UND TI TI ES HEREON N ARE BASED UPON AVAILABLE RECORDS AND U DISCUSSION WITH THEOWNER. THIS NOT THEIR ACTUAL LOCATIONS OR THAT THEY HAVE O E S DOES 0 CONSTITUTE A GUARANTEE OF HER C UAL ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING ANY CONSTRUCTION. THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE FOUND IN THE FIELD, WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY WILLIAM H. GORDON ASSOCIATES, INC. SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS. 10. CONTROLLED FILLS AND SUB GRADES: A) CONTROLLED COMPACTION SHALL OCCUR IN ALL FILL SECTIONS FOR PAVEMENT, TRENCHES FOR UTILITIES, AND IN ANY AREA OTHERWISE DESIGNATED ON THE DRAWINGS. B) CONTROLLED FILLS SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY AS DETERMINED BY METHODS AS PER STANDARD PROCTOR AASHTO - T99 EXCEPT THE UPPER EIGHT (8) INCHES OF SOILS BELOW THE PAVEMENT SUB BASE STONE, WHICH SHALL BE COMPACTED TO 1007o OF THIS STANDARD AS DIRECTED BY A QUALIFIED GEOTECHNICAL ENGINEER. C) CONTROLLED FILL SHALL BE COMPACTED IN EIGHT (8) INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY, BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED GEOTECHNICAL ENGINEER. 11. ALL TESTS, STUDIES, LTC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY THE CONTRACTOR. 12. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. 13. CONSTRUCTION BLASTING IS LIMITED BETWEEN THE HOURS OF 8:00 AM TO 5:00 PM OR AS OTHERWISE PERMITTED. 14. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED. 15. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSING OF ALL UTILITIES LINES UNLESS OTHERWISE NOTED. 16. CBR TEST SHALL BE PERFORMED PRIOR TO DETERMINATION OF FINAL SUB GRADE ELEVATION FOR PAVEMENT AREAS. SOILS TESTS OF SUB GRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED SUB BASE THICKNESS PRIOR TO CONSTRUCTION. ALL SUB GRADE TO BE COMPACTED TO 95% DENSITY AT 20% OF OPTIMUM MOISTURE CONTENT PER AASHTO-T99 METHOD UNLESS OTHERWISE DIRECTED BY AN APPROVED GEOTECHNICAL REPORT. 17. CHANGES OR REVISIONS IN CONSTRUCTION PLANS AND SPECIFICATIONS SHALL NOT BE MADE UNLESS FIRST APPROVED BY THE COUNTY ENGINEER AND OTHER APPROPRIATE AGENCIES. 1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW.FCSA-WATER.COM. 2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VALID FOR TWO YEARS FROM DATE OF FCSA APPROVAL. 3. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SHALL MEET ALL AUTHORITY REQUIREMENTS. 4. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS. B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION AND PAY DEPOSIT 2) MARK THE TAP LOCATION 6. THE CONTRACTOR SHALL TIE-IN A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 7. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 8. THE AUTHORITY'S MAINTENANCE DEPARTMENT SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2" IN SIZE. IT IS THE DEVELOPER'S/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 COPPERSEfTER B. THE FRAME AND COVER SHALL BE SET TO FINAL GRADE C. THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETTER SHALL TO BE BETWEEN 18 AND 21 INCHES D. ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER 9. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT B. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN C. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1- WATER SERVICES D. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. E. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 10. ANY WATER SERVICE LINE MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD No. 1015 OR 1013. 11. ALL FIRE LINES SHALL HAVE A FIRE SERVICE METER ASSEMBLY AND A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE NO. 1048 OR 1047. RADIO READ REMOTES ARE REQUIRED. V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private/public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict 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. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when "work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public 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. V11. All water and sewer lines within existing or proposed V right-of-way e o sed DOTshall have 9 P P a minimum thirty-six (36) inches cover and when possib le shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all! material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CC-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Virginia Department of Transportation Staunton District Rev. May 1, 2004 PROJECT DESCRIPTION THE PROPERTY IS LOCATED ADJACENT TO THE INTERSECTION OF ROUTES 522 AND 50 AND INTERSTATE 81 EAST OF WINCHESTER. THE SITE AREA IS 3.7 ACRES OF WHICH APPROXIMATELY 2.2 ACRES WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A 3,454 SF BUILDING ADDITION AND PARKING LOT IMPROVEMENTS. EXISTING SITE CONDITIONS THE SITE WAS PREVIOUSLY DEVELOPED AND CONTAINS A 3 STORY HOTEL, UTILITIES, A 205 SPACE PARKING LOT AND LANDSCAPING. ADJACENT PROPERTY THE SITE IS BOUNDED BY CRACKER BARREL RESTAURANT TO THE SOUTH, AN OFFICE BUILDING AND THE TEXAS STEAKHOUSE TO THE EAST, INTERSTATE 81 TO THE WEST, AND ROUTE 50 TO THE NORTH. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES PHASE L A CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM THE EXISTING PARKING LOT TO MINIMIZE MUD CARRIED ONTO THE ROAD. THE CONSTRUCTION ENTRANCE SHALL REMAIN THROUGHOUT BOTH PHASES. SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO INTERCEPT AND DETAIN SEDIMENT AND REDUCE FLOWS ACROSS THE SITE. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. PHASE II: ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT H SHALL BE RESPONSIBLE FOR THE INSTALLATION AN MAINTENANCE AN 0 D EN CE OF ALL D SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER & GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN OS INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PHASES OF LAND DISTURBANCE ACTIVITIES 1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 4. CLEAR AND GRUB REMAINDER OF SITE. 5. ROUGH GRADE SITE. 7. FINAL GRADING. 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. SEEDING NOTES: 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH. 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 3. PULVERIZED AGRICULTURAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL (TOP 4-6 INCHES) AT A RATE OF 90 LBS. PER 1000 S.F. (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE). 5. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL RYE GRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE. 6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. ZONING I E T CURRENT ZONING AND USE: B-2 HOTEL PROPOSED USE: SAME ZONING REQUIREMENTS: PROVIDED: LOT SIZE: 3.675 AC. MINIMUM YARDS: FRONT: 50 FT. MINIMUM (PRIMARY) 45 99 FT SIDE: 0 FT. MINIMUM 40.20 FT. REAR: 0 FT. MINIMUM 19.96 FT. PARKING TABULATIONS: REQUIRED PARKING: = 1 SPACE/ROOM (153 ROOMS) = 153 SPACES TOTAL REQUIRED PARKING = 153 SPACES PROVIDED PARKING: EXISTING PARKING SPACES = 205 PROPOSED PARKING SPACES = 180 HANDICAP SPACES REQUIRED = 6 SPACES HANDICAP SPACES PROVIDED = 6 SPACES BUILDING HEIGHT: MAXIMUM ALLOWED = 35' PROPOSED HEIGHT = 20' (PROPOSED BUILDING ADDITION LOBBY) F.A.R. CALCULATION: F.A.R. ALLOWED = 1.0 LOT AREA = 126,411 S.F. (PARCEL WITH BUILDING) EXISTING BUILDING = 67,921.5 S.F. (APPROXIMATE) EXISTING F.A.R. = 67,921.5/126,411 = 0.537 PROPOSED BUILDING = 3,454 S.F. PROPOSED F.A.R. = 71,375.5/126,411 = 0.56 SIGNS: ALL SIGNAGE, BUILDING MOUNTED AND FREESTANDING, SHALL REQUIRE A PERMIT FROM THE COUNTY AND COMPLY WITH THE ZONING ORDINANCE OUTDOOR LIGHTING: ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARE ON ADJOINERING PROPERTIES, RIGHT-OF-WAYS, AND APPROACHING AIRCRAFT LANDSCAPE CALCULATIONS: SEE SHEET 7 BUILDING INSPECTION DEPARTMENT NOTES: 1. ADDITION SHALL COMPLY WITH SECTION R-1 (HOTEL/MOTEL) UNDER SECTION 310 OF THE INTERNATIONAL BUILDING CODE/2000 AND THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. OTHER CODE THAT APPLIES IS CABO A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. PLEASE NOTE SECTION 3408.6 ADDITIONS AND RENOVATIONS OF THE IBC FOR ACCESSIBILITY REQUIREMENTS (ADA 20% RULE). 2. CONTRACTOR SHALL NOTE REQUIREMENTS OF CHAPTER 17 OF THE IBC FOR SPECIAL INSPECTION ON THIS TYPE OF STRUCTURE. Water/Sewer: Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Power: Allegheny Power P.O. Box 1458 Hagerstown, MD 21741 1-800-654-3317 Gas: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-11 1 1 Phone: Bell -Atlantic P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 FIRE LANE MARKINGS AND SIGNAGE: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. FIRE FLOW DATA: STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: _ HYD# C> � o. w 0 N z w z o U 0 N U z r w w Of Cr < CL Q a w o N z (a Z Z o � z w CL V) � z z SURVEY M&L DESIGN MSS DRAWN MSS/DCJ CHECKED MSS U w U (' d UJ ®¢ z =3o i (0 I _ Q • (n N -1 N V N to I � �r a e a: 0 W � L. � ,� O z •. - Z Q Cn 0-, - v ® � t-xo Qy®y_" z I' U N f �0��� U o ,. _ ,. > �0 a_ to v N Etf N w w z z w DATE JULY 2004 SCALE HORZ: N/A VERT: N/A SEAL �g, AL TH ICHAE S` S KLEY �0 LIIC NSEE No. 4' 031 162 ��sSIONAL �Cs CC WUJ H Z co F3 w _0®, 0 Z 0 CC 0 W ®LuZ J < IE- D LU Z00 W a W �ci LU Z QCC 0 2 V' U w 0 a: a. JOB 2155-0101 CADD 2155-PLT02-NT.dwg SHEET 2 OF 9 W ' 1)910,,, CONC. MO N. FND. N47*0637-,F 8727' 77� 9 0 ;j 0 VIN 0, X%l nluj 0 0_ A A 7, \J' EX-� FENC�& ­J 1.;.! Zr or 'A,�NAL yll Q 41- q. 44 rn P INV.72 7 -* _ I 7 ; I clq ) N ASPHALT PARKING LOT . .... . _A PARCEL AREA 0.773 ACRES '.!---\ to N EX,__,QURB I T= 724,79 j IR _RE --,4S 08'w p6- M 68, p ti umn V, ;`RAT 71 Sp r- 5" 0"! -A-1 D PIN 64 INTERSTATE PROPERTIES s ?1INTERSTATE ROUTE 8 D.B. 556, PG. 706 .. ......... .... 00'3 - E 706 LIA41TED p ACCESS �_ ZONE: B2 USE: HOTEL L "INIAULEWAY WID TH f?lw (TRAVELODGE 153 ROOMS) EX. WATER METER VAULT N 42'1643" E 237-24' EX,,�, WATER LINES SHOWN ,`��" �."PER PREVIOUS PLANS APPpOX VOOR L06, p.) APPRO, Lo,, 0 Ex. T,, co "YORAW" ij EX, SAN, LAT. SHOWN PER PRD/IOUS PLANS, CONTRACTOR SHALL VERIFY EXACT LOCATION E HREE INC STORY 9RICK No XIST PRIOR TO CONSTRUCTION. a 5 (TRAVELODnr-1 Wl vr-j Ir-L 8UILDINC tNc KQ EX, SAN. LAT. SHOWN PER PREVIOUS PLANS. CONTRACTOR SHALL VERIFY EXACT LOCATION ta PRIOR TO CONSTRUCTION. 4qqjj A, rrl N FADE LJ c:) CONC p (J fural IML Ah y 'r CA D KP G 3; Nr o '�.k..._ ('' ,l, '' i ' •� �, , p tii V,'s' 0 r 7- Ek,� E 11 1 F�T LIGHT 32.45 ::4' tl T a- t,:) � 1 � ;� '�'' i � 1 i 19 11 S 'X 5W s "Ai 25.15 f Cr ;�o �0.30 f Zz ASP HALT PARKING I LOT v9 tv �l j 6 ........E COCONC f U _E T PRIVATE EAcEMENT HEA� R CURB j �,,PARCEL AREA 2.902 ACRES 4) A SOF HI A L T IN, t IPF V\ V, N t 77, % W m 32737 54 V li DuMPSTER EX. CURB INLET 1UP 4.99r"� 5 LE' 0,AD W/ FENI� TOP=731.57 -0 6,; IW.=726.97 A-M 1W INV Is-jlN­P2��6._ =1 Vn zo - V. GRATE INLET A — IN RIM=731.32 01 .......... .................... v % 3 EX. SAN M.H.IN W=731 53 RIRATE73 1. 10) [N=723.53 ti-IN=723.60 72�.5(731,10) � INV.OUT=723.60 j. VI U.S. ROUTE 522 - FRONT ROYAL PIKE 160' RIGHT-OF-WAY POSTED SPEED = 35 M.P.H. L NOTE: TOPOGRAPHIC SURVEY PROVIDED BY MARSH & LEGGE LAND SURVEYORS, P.L.C. DATED MARCH 1, 2004 AND SUPPLEMENTED WITH INFORMATION FROM PREVIOUS PLANS, BY OTHERS, AND SITE RECONNAISSANCE. LEGEND: ABBREVIATION DEFINITION b SANITARY CLEANOUT F. F FINISHED FLOOR ELEVATION F 4 FIRE HYDRANT -V GAS VALVE s ICE' HANDICAP PARKING SIGN F"r IRON ROD FOUND IP,._ IIRON PIPE FOUND W, llp METAL LIGHT POLE METAL POST METAL SIGN POST NO PARKING SIGN TELEPHONE RISER BOX WOOD POST WOOD SIGN POST vu w WATER VAVLE z SURVEY I M&L DESIGN mss DRAWN MSS/DCJ CHECKED mss Cn F- 0 Ld c) LL. (D v) in 4-0 m z: 0 T C-4 tt C-4 to 0 q) 0 ui .0 a) - i c: dt E z z: 0 -0-), , x , 0 9 0 00 CA ('0 of -Q,) It 0 0 0 c (n ui > Of D Lo Ljj z 0 z Lli DATE I JULY 2004 SCALE HORZ: I" = 30' VERT: N/A SEAL - AL T11 _6 P, . -1 ICHAEL S. ST KL kl� 14[04. LIC NS No. 031162 AL F_ 0 LLI JOB 2155-0101 CURVE TABLE F CURVE I DELTA ANGLE RADIUS I ARC LENGTH TANGENT CHORD LENGTH CHORD BEARING_d I rl 1 04.09'30" 1 2966.79' 1 215.33' 107.71' 215.28' S 59*4859" F 310 1.5 0 310 610 90 GRAPHICAL SCALE: 1 30' CADD] 2155—PLT03—EX.dwg SHEET ] 3 OF 9 d• d- d- d O p O co Ld N Q 00 - C] 0 0 (T) CONC. MON. FND• t.4 .:i,,c ,, L,._ Co S W a;j -•% e F.F.: �.i Fi•'r ;�=n: ��Y� EX. C`Opc— .::; ::a v , SLAB ' !1 '- BE R EMOVEp T o _.. j 4if C�rdi izrin 3 M C-- N --- PROP.co I o of (TYP.) j,/----PARCEL AREA fj`--_�0.773 ACRES • 2' SCUPPER (SEE DETAIL) 5 =`DER98 Y•yh. DELIVERIES / . AND TRUCKS} .,�,�=�=�: �"- TRAVELODGE GUESTS TEXAS STEAKHOUSE • ' �-': is `� s :ti • ar l U.S. ROUTE 522 — FRONT ROYAL PIKE 160' RIGHT-OF-WAY POSTED SPEED = 35 M.P.H. 0t3of.. 217.06, UMITfp ACCESS HIG O U T E VARIABLE WIDTH RIW Y 3 S�P�ti PIN 64—A-1 D $ INTERSTATE PROPERTIES D.B. 556, PG. 706 ZONE: B2 USE: HOTEL (TRAVELODGE 153 ROOMS) N4 16 43" E 237.24' PROP AN CONC S/W.._. „ ACefs w ���,. _•.... H.� SING ".* SIGNS �..T .. . 0 %z , PROP. BLDG HEIGHT — 20' ADDITION GFA = 3,454 S.F. s a y ', g " CSIG WING PORTION 0„R¢s _ �."t, y 2 _6 PVC ®0 q NS 12'X30' CONC. REMAIN n� L (`l �p� M Y IF �� � r _ <Y DUMPSTER PAD 20.35' NOIRE LANE 11 PARKIA10 IY ' 3.9' SCUPPEt: (SEE DETAIL) TO REMAIN .. .:.1• ... f .—bra:' ST M R� MT• (n W Z Q W � O Q F- F � f- w w z p ME > m m O O:2O�, Q U LIJ U Of Q Z C/I Z Z W i- W pi c� 5F a LLJ O w z z CL U Zi CD Z IMMMI ■. - 1,-j I -* I --) I I I 1 1 16Z SURVEY M&L DESIGN MSS DRAWN MSS/DCJ CHECKED MSS (10 r- U W z U (, Q W Q U N Z poi co �l U N �N o E w L c g L x o ci- C L 2 �0��� U U-) O T c v � � N oo— L W W Z W DATE JULY 2004 SCALE HORZ: 1 " = 30' VERT: N/A SEAL LT H 0� �U�.�. ICHAE S. KLE y Lit, NSE No. 031 162 �SSI4NAL �Cs QTEXAS STEAKHOUSE CC CC t_,; : t - : f ---:. � .•. NOTES: Q U -j > I 1. ACCESS TO THE HOTEL FOR EMPLOYEES AND GUESTS SHALL BE MAINTAINED AT ALL l 0 w = 0 W Z TIMES. CONTRACTOR SHALL SEQUENCE CONSTRUCTION ACTIVITIES AS NEEDED TO Q MAINTAIN ACCESS 24 HOURS PER DAY. CL W J C� To 2. ALL CRANES SHALL HAVE AN AVIATION OBSTRUCTION FLAG (4' X 4' WHITE AND f-- z p Q ORANGE ONE FOOT BLOCK CHECKERED FLAG) AND/OR AVIATION RED OBSTRUCTION LIGHT ? Y VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT UNLESS LIT. INTENDED ¢ _U HOURS AND DATES OF OPERATION SHALL BE COORDINATED WITH AIRPORT OPERATIONS L1J SUPERVISOR NO LESS THAN 24 HOURS PRIOR TO START, m Lu Z p ` I 3. BURNING ON THIS SITE IS PROHIBITED DUE TO PROXIMITY OF AIRPORT OPERATIONS. Q w 0 LL 4. DIRECTIONAL SIGNS TO BE 4' BY 4' WITH A MOUNTING HEIGHT OF 6'. (n CURVE TABLE CURVE DELTA ANGLE RADIUS ARC LENGTH TANGENT CHORD LENGTH CHORD BEARING C1 04.09'30" 2966.79' 215.33' 107.71' 215.28' S 59'48'59" E 30 15 0 30 60 90 GRAPHICAL SCALE: 1 " = 30' Y U Y W � Y If JOB 2155-0101 Y CADD PLT04-SP.dwg SHEET 4OF9 > �\b� '�` � ��. b �� �QO ��Q w' ."A A kI IN v X.I t TC _TC 33-30 13 47 TC 24 33TC 165 A- CVKb to 14 .01i30 .6 65 7"'-� t ; 5 19 94 TC," 73 31 —7 7 7�Z4� t 24 P 23 OMJ ' :•f . s{� •-=--.,,,`.'''---,_ ^ 000e /NTERSTATE ROUTE 8 ""TED ACCESS HIGHWAY VARIABLE WIDTH R/W .3 82 18 34 Tc r t INV.=729.47 J7 28 0'- 1.2 pvc 0.5 EX.TC U 'T FF;:z 734-46 06 INV.=729.47 INV.=729.80 T TOP,- 0 INV =729.82 3400 6 c_ INV.=729.55 +00, . . . . . . . . 00 INV =729.51 15 F22 34 INV.=729.55 TC 33 0 34-8 7 43 3 UTOP j.g 34 X. • PVMT. @ 0.5y IW.=729.10 c M 'a 3 U-24 7 9 3P 36 777," i 37 1C 361341 c) ?U 2�_ 4 14 34rC ju 3 TCr\", LA 3 ":Tc 86 ql_c un ck'� E IN 1034— LET 34fC 2.45 4 91 4�L9 T� INV.=728.91 -4 Fa 3 60 33 26.15 Tc 120.30 33TC _L3 4 59 73 0 it ti +3363 3 Tc 33 TC 3360 TC TC 3 h 8 3 .29 34 00 4 -fc rcA113 57 cl EX.PVMT. TC r33 TC 0 2 • 14 33-L' TC 3 33�LoTC a.J' 40 29 3417 - 3 4 33 08 TC �24 34 33yc- Tc 3 V) 3 34 �T TQ. 2 69 TC C 67--, 2T 33 4 06 TrI TC TC 3'4,rig- 34 NV.=728. 7--" -12 pt&, , T 0 31 v EX.Pm'� 6 32 841,/ Tc 20 EX. CURB INLET k TOP=731,57 INV. IN=7 27.97 IW.=726.97 444 e4 U`— I N lMq24 RATINV. IN=728.32 GE INLET 1 V) RIM=73 NOTE: CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AROUND ALL ISLANDS. EX. GRATE 73 10) 44 U.S. ROUTE 522 - FRONT ROYAL PIKE 160' RIGHT-OF-WAY POSTED SPEED = 35 M.P.H. -11 111 11OZ3 SURVEY M&L DESIGN mss DRAWN MSS/DCJ CHECKED mss V) r < < (D z cD T to cq c'1 't C'A U-) O co 0 U� uj <D z Z: (I) CT U I o- X c U<- 0 L 0 0 -t U-) ui TZ 0 'q- > :D V) z Lu DATE I JULY 2004 SCALE HORZ: 1 = 30' VERT: N/A SEAL LTU 0 LO) MICHAI Lq t4-jc4 IC�S. ST KLE NSE No. 0 031162 AL JOB 2155-0101 30 15 0 30 60 90 GRAPHICAL SCALE: 1 30' CADD] 2155—PLT05—GP.dwg SHEET 5 OF 9 w' 0 13 2E Q f 0 I ?\ i j I�Jt a� 3 A � } F CE IF REQUIRE rJ \ DY 11qPECTION r Y tt ? Ip S�AgE W 000e w INTERSTATE .. .-� L+�D ACCESS NlcyyygROUTEy ) o ., 8 0 ABLE WIDTH GHW "' x _. _•► _ ... LLJ i r' r r 3.10 t � 1 I 3.11 U.S. ROUTE 522 - FRONT ROYAL PIKE 160' RIGHT-OF-WAY POSTED SPEED = 35 M.P.H. 30 15 0 30 60 90 GRAPHICAL SCALE: 1 " = 30' RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION NO.: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. 3.12 3.13 3.14 3.18 3.20 3.31 3.32 3.33 3.38 LG-ES V) z 0 -q- I I I I I I I 1 102 SURVEY M&L DESIGN MSS DRAWN MSS/DCJ CHECKED c.n 0 -i rn 0 0 a3� cn T*1 t �N (Aloll xr- ism - Q EROSION & SEDIMENT CONTROL LEGEND KEY SYMBOL DESCRIPTION aSAF SAF SAFETY FENCE CE TEMPORARY STONE CONSTRUCTION ENTRANCE SF X X SILT FENCE SS )X X( SUPER SILT FENCE 0- STORM DRAIN INLET PROTECTION CIP I CULVERT INLET PROTECTION DD DD DD TEMPORARY DIVERSION DIKE O O FD TEMPORARY FILL DIVERSION RWD `�D RWD TEMPORARY RIGHT-OF-WAY DIVERSION DV0 DIVERSION ST0 1022dN 4 TEMPORARY SEDIMENT TRAP SB TEMPORARY SEDIMENT BASIN OP ® OUTLET PROTECTION CD -+ -+ -► --► ROCK CHECK DAMS TEMPORARY SEEDING PS PS PERMANENT SEEDING SODDING TP o o TREE PRESERVATION AND PROTECTION LCG LIMITS OF CLEARING & GRADING — —< °-- DRAINAGE DIVIDES ' CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START MSS w MM N Z (� c) d -1 • (n N N rt - CIAU-) w L c: d' E z zac/)01-� • -too Q L X a C �.- > 0 3 o V a L_ r- 3 Qz 0��,� cn CK o d d V c _ _0 ��� > - v C\. N w w z La DATE JULY 2004 SCALE HORZ: 1 t, = 30' VERT: N/A SEAL ALTH 6� 111 ICHAE�L. S. IlS�T KI LICENSE No. 031162 NAL 9 Z < g t 1— a' o W W 1 F- � �— z cc I O �(no-�> 0wQ z JZQ�? W w z0 Lid >Zo< V) �mw� �3 w w o LL. W V) 0aw - 3: I O fA W W 0 Ic JOB F 2155-0101 0 CADD 2155-PLT06-GP.dwg SHEET 6 OF 9 b c �z� f 10 CC " 7' OlC. OMJ�o�ti 00 INTER TA T E L.IMlTED ACCESS H1GHW0 v T E $ 1 - VARIABLE WIDTH B/W @ 5' O.C. 30 15 0 30 60 90 GRAPHICAL SCALE: 1 " = 30' 1 ® 10.5' O.C. 1 tj ) LANDSCAPE CALCULATIONS INTERIOR PARKING LOT LANDSCAPING TOTAL PARKING LOT AREA = 93,436 S.F. REQUIRED INTERIOR LANDSCAPING (5%) = 4,672 S.F. PROVIDED INTERIOR LANDSCAPING = 12,713 S.F. (13.6%) REQUIRED SHADE TREES (1 PER 10 SPACES) = 180 SPACES/10 = 18.0 USE 18 TREES PROVIDE SHADE TREES = 18 PERIMETER PARKING LOT LANDSCAPING TOTAL IMPERVIOUS AREA = 80,723 S.F. REQUIRED PERIMETER LANDSCAPING = 1 PER 2,000 S.F. = 80,723/2,000 = 40.4 USE 41 TREES PROVIDED PERIMETER LANDSCAPING = 40 (1 EX. TREE TO REMAIN) 3' HIGH EVERGREEN HEDGE IS PROVIDED ALONG THE PERIMETER OF THE PARKING LOT. LANDSCAPE SCHEDULE f SYMBOL ABR. QTY. SCIENTIFIC NAME COMMON NAME SIZE (MIN.) SPACING CONT. AR 4 Acer rubrum RED MAPLE 2" CAL. AS SHOWN B & B 0 CC 18 Cercis canadensis EASTERN REDBUD 2" CAL. AS SHOWN B & B PS 5 Prunus FLOWERING CHERRY 2" CAL AS SHOWN B & B CIF 24 Cornus florida DOGWOOD 2" CAL AS SHOWN B & B MS 6 Magnolia stellata STAR MAGNOLIA 2" CAL AS SHOWN B & B CL 43 Cupressoctparis leylandii LEYLAND CYPRESS 4' AS SHOWN 0 AZ 167 Azalea 'girard crimson' GIRARD CRIMSON AZALEA 3 GAL 3' O.C. U.S. ROUTE 522 - FRONT ROYAL PIKE 160' RIGHT—OF—WAY POSTED SPEED = 35 M.P.H. GUY WIRE #12 GAUGE 2 STAKES RUBBER HOSE TREE WRAP WITH 50% OVERLAP 2" DOUBLE SHREDDED HARDWOOD MULCH/3" SAUCER. PLACE TOP 1/8" OF ROOTBALL ABOVE FINISH GRADE ROOTBALL—REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL BACKFILL LIGHTLY COMPACTED SETTLING MOUND SUBGRADE SET TREE LEVEL AND PLUMB --STRAIGHTEN AFTER SETTLEMENT IF REQUIRED. SET TREE WITH TOP 1 /8 OF ROOT BALL ABOVE FINISHED GRADE ENCASE WIRE AROUND TRUNK IN BLACK RUBBER HOSE. SECURE AT HEIGHT ABOVE FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL GUY WIRE #12 GAUGE 2" DOUBLE SHREDDED HARDWOOD 3" SOIL SAUCER 3 STAKES BACKFILL LIGHTLY COMPACTED SETTLING MOUND SUBGRADE SHRUB SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUSLY EXISTING GRADE. THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY 1/3 RETANING PLANT SHAPE. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 0 SAUCER AROUND �o SHRUB —MULCH M ='''{►11111811111111111 II""""" �"""""""III IIIIIIIII IN "� — CUT & REMOVE BURLAP FROM TOP 1/3 OF SHRUB BALL AS SHOWN. —� �—� �— .. i�i I I—� — PLANTING SOIL MIX( — SCARIFY SUBSOIL TO MIN. 8" LIMIT OF BARE ROOT SPREAD I ;III —III —III v * FORM SAUCER ONLY WHEN PLANTING INDIVIDUAL SHRUB. wi nk w' 0 `r z SURVEY M&L DESIGN MSS DRAWN MSS/DCJ CHECKED MSS U) v w V < a -< CD N z 0 O j Cn (ON C) N d- N ul) 0 Of W w - L C_ z O Q U) C;)..� Z g L X a a- C 0- 0 _ 0��,� (n�a�� O U 40 In •— ^ ?j O > � v E � � � N O Of w z z w DATE JULY 2004 SCALE I HORZ: 1 " = 30' VERT: N/A SEAL ALTO (�j 'I v ICHAE�L S. S�TI LE y �ksl��1003NIAL LICENSE No. 162 Cs U LLJ o' a_ JOB 1 2155-0101 CADD 2155-PLT07-LS.dwg SHEEP j 7 OF 9 TYPICAL PLANTING DETAIL-- TREES UNDER 2-1/2" CALIPER TREE2 (NOT TO SCALE) TREE3 TYPICAL PLANTING DETAIL-- EVERGREEN TREES (NOT TO SCALE) DT—SHRUB SHRUB PLANTING (NOT TO SCALE) co N 0 a CONC. MON, FND, �.... N4T06'37"E �8727' U.S. ROUTE 522 - FRONT ROYAL PIKE 160' RIGHT-OF-WAY POSTED SPEED = 35 M.P.H. - N4T ' " INTERSrA � 3p E 217,0 s LIMITED q CESS E R � U T <, y VARIAB HIGHWAY 8 J\-,t-.., WIDTH RIW .� _ N 42'16'43" E 237.24' 5 JL Je �T - -_ �I cn z 0 am, I I I I 16Z SURVEY M&L DESIGN MSS DRAWN MSS/DCJ C CHECKED in O 4 rn (ji t9 C) d�J Cn cn n �N c,, = t"a o cr I O rn I' LIGHTING PLAN NOTES: 1. LIGHTING PLAN FOR ILLUSTRATIVE PURPOSES. DESIGN SHALL BE CONFIRMED BY PROJECT ELECTRICAL ENGINEER PRIOR TO CONSTRUCTION. 2. PARKING LOT FIXTURE MOUNTING HEIGHT = 30ft. LIGHTING TO BE 40OW, HIGH PRESSURE SODIUM. 3. DECORATIVE FIXTURE MOUNTING HEIGHT = 10ft. 4. ALL POLES SHALL BE MOUNTED ON A CONCRETE BASE, 3' IN HEIGHT. STRUCTURAL DESIGN SHALL BE PREPARED BY OTHERS. 5. PARKING LOT FIXTURES SHALL BE HUBBELL LIGHTING MODEL NO. RCS-A400H "SHOEBOX" STYLE OR APPROVED EQUAL. 6. DECORATIVE FIXTURES ADJACENT TO BUILDING SHALL BE HUBBLE LIGHTING MODEL NO. NRG-617-CL1 OR APPROVED EQUAL. 7. FIXTURES SHALL BE CONTROLLED BY DUSK TO DAWN PHOTOCELLS, DESIGNED BY OTHERS. (6) DECORATIVE FIXTURE = (10) PARKING LOT FIXTURE = (6) PARKING LOT FIXTURE _ (5) PARKING LOT FIXTURE = 1 (2) PARKING LOT FIXTURE = (23) TOTAL PARKING LOT FIXTURES (29) TOTAL FIXTURES MSS U w U (? Q C W Q U 0 (D N Z (Q Z3 O (n � Q JJ • (V U N �t 0 - N Ln O E �n o L x a ���-<_ o-- L r 3 0 41, 0 T �u') c N N •� c W W Z_ U Z W F JULY 2004 HORZ: 1 = 30' VERT: N/A SEAL p,LTH p ti,v 1. - �. MICHAEL{{ S. STKIK LACE No. ka� 031162 SSjONAL UQ W W Z ~ Cc ZEj �cc z o-j> 0 u", a CC � J=Qwj Z 1= W Z00 _ �> — < 0 J m Lu CC w W U. 3:W 0 Irw U W 0 af a 2155-0101 CURVE TABLE CURVE DELTA ANGLE RADIUS ARC LENGTH TANGENT CHORD LENGTH CHORD BEARING C1 04'09'30" 2966.79' 215.33' 107.71' 215.28' S 59'48'59" E 30 15 0 30 60 DO CADD 2155-PLT08-LP.dwg GRAPHICAL SCALE: 1 " = 30' SHEET 8 OF 9 ELEVATION OF STAKE AND FABRIC ORIENTATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 CFS) ARE TYPICAL THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. ESD-3071 GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER — � 18" MIN. �+-- SFf11AAFAfi' I I rowcI* /lo" uiKI ncm•u\ * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ESD-ion STONE CONSTRUCTION ENTRANCE EXISTING PAVEMENT u-n-n-u-n n-n-u. .t ,_ 1t '.•- i• •� I• •� IL •� •t •" •t ����:. Ti=u=n=n=n=ii=u=u ;; �:�, 1; a• � .� 1; a� 1— a• 1; a� 1— a• CLOTHFILTER BERM •, tA EXISTING 70' MIN. GROUND (OPTIONAL) ' I1=II-11=11=11=11-•��1"�•� �r . .� � ,�i•��� ��•���� �•�r���i•�I� EXISTING u=u—u—n=li=a=���r •��r ���� •r�r ���, 1=11=11=II=11=II=11. • t • N • I• • I� • n=n=u—a=n=u= 1 1, a• 1• .� 1, .• 1 1=II=n=u=II=II=u�i� �r�l'�•r�1'�•r�1 �1 11=11=11=11=11=11-a�1�i •111!•��ILI�•�,I�1!+��I�1 PAVEMENT 1=u=n=n—n=u—nI • • • I � �L•• �I POSITIVE DRAINAGE 10' MIN. VDOT #1 COURSE I�lilun��nuilnni11►.:,:_• _ _•�_•i_•._�i.•�_i.•i_,' . TO SED AGGREGATE B TRAPPING DEVICE MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION, N VIEW 12' MIN. FILTER CLOTH --� SECTION A -A REINFORCED CONCRETE ESO-302 3r_u I IuIN 1:5-0 SPACE 3" MIN. 3' MIN. GRAVEL CURB INLET SEDIMENT FILTER THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. EM-3076 * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE ► i i� ►iii•s•�•iiiiii• •ii• ►�� ;•iiiiiiib�iiiiiii lip LAG ..... •G. J w / Y wr •/ PAVEMENT ---`�� • �. I i CURB CUT THRU ARKING i ISLAND TO PERMIT DRAINAGE TYPE it SCUPPER DETAIL DT-SCUP2 NOT TO SCALE �\ oI N T E R S TA T E - s EE jTORY BRICK ��....�„# •-•.o....._� �� (RAVE�o pG E) HOTEL BUILD�NO i cv Q N U.S. ROUTE 522 - FRONT ROYAL PIKE PAVEMENT DESIGNATION DETAIL SCALE: 1" = 50' OV c C!) 0 4 rn 0 J N N I r 0 0 0 Z c ri 50 25 0 50 100 150 GRAPHICAL SCALE: 1" = 50' HEAVY PAVEMENT 4"2"R a . a 6" DETAIL 0 a _ E— CG-2 BASE NOT TO SCALE 0 6" SUBBASE *DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) SO THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. DT-CG2 2' 4" CONCRETE 3000 PSI 4" SUBBASE (21—A STONE) WIDTH VARIES 1. 21- SEE SITE PLAN 1/4" = 1' r 4 ; �- 4 _� • ACTED SUBGRADE DENSITY) CONCRETE SIDEWALK DETAIL NOT TO SCALE DT-CONSW ONSITE TYPICAL HEAVY PAVEMENT SECTION NOT TO SCALE HEAVY PAVEMENT (SEE PAVEMENT DESIGNATION DETAIL) 1 1/2" SM-12.5D SURFACE COURSE 6" BM-25 BASE COURSE 10" SUBBASE VDOT STD. GR-21A COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. DT-PVMT1 (HEAVY) ONSITE TYPICAL PAVEMENT SECTION NOT TO SCALE 2" SM-2A SURFACE COURSE 6" BASE COURSE VDOT STD. GR-21A i 1{�L�� { {IJJ COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. DT-PVMT1 WIRE MESH REINFORCING •• • . , • • � • •A1 AND BRIDGE STANDARDS SECTION 301.04 74 • I I • I • I'� I•• I ICLASS A-3 CONCRIETE ' • BASE 4 COMPACTED -.D (COMPACTED TO DENSITY AT OPTIMUM MOISTURE CONTENT,r•METHOD) DT-CONPD ON —GRADE CONCRETE TRUCK PAD NOT TO SCALE r :z z SURVEY M&L DESIGN MSS DRAWN MSS/DCJ CHECKED MSS r� U w F__ U (� a C w U U M ,.., N zo, I U)N� ' -N 0 n w vo z -moo .z �xa 7.-Q a 0-• _. 3 r. z •D v 3 II L C) N r 3 1' C U 4- 0 c4 = •) C 0 U N N w w z z w DATE JULY 2004 SCALE HORZ: AS SHOWN VERT: N/A SEAL I &LTH 0�, ICHAEL S. ICK a LICN No. 031162 CC 2a W Lll _n � ~Z0(x �c/)OJ> v' 0 W o cc Ir- a .J P5 LLJ co 0 Q�J :3ww W W �LJL �W 0 aLL U W O a JOB 2155-0101 CADD 2155-PLT09-DT.dwg SHEET 9 OF 9 Q LEND EXISTING PROPOSED -- BOUNDARY & R/W LINE - - - -- EASEMENT LINE — — — — — — — — — EDGE PAVEMENT CENTERLINE - - x x x x FENCE LINE X X G G GAS LINE G G 0 H E OVERHEAD ELECTRIC OH E uGE UGE UGE UNDERGROUND ELECTRIC LINE UGE UGE UGE OHT OHT OHT OVERHEAD TELEPHONE LINE OHT OHT OHT UGE - UGE UGE UNDERGROUND TELEPHONE LINE UGE UGE UGE EX. 8" W M WAR MAIN PROP. 8- W M -OLF—To —BE TO BUILDINGS REMOVED I R N RETAINING WALL _Ex. CONC. S/W _ SIDEWALK EX. ASPHALT TRAIL ASPHALT TRAIL MI EX. H.C. HEADER CURB EX. C&G — — CURB & GUTTER CG-6 TRANS CG-6R \A� EX. 8" SAN. SANITARY SEWER OM6,A 8" SM. NrIm �-- EX. 24 RCP 24 RCP STORM SEWER --�V / -- DITCH, SCALE OR SMALL STREAM CONCRETE DITCH - --� -®- 3 o sAVE TREES @AR + CC K a� s AZ Q r'y" y'YNr- -lNr'I '" "Y (DRIP LINE OF TREES) rA LIMITS OF CLEARING & GRADING 390 389 -- — — __ — _ CONTOUR LINE 389 — — — — — — 388 — — — — — — 388 X387.6 SPOT ELEVATION +8650 +87TC G a .. ,. ... 5f,P-9 I. .. %ff RA TAA mArr% f00%4-A-1AD -.i 55o, % T '. uo., William R r R r Associates, ENGINEERS - SURVEYORS - LAND PLANNERS - LANDSCAPE ARCHITECTS 24 West Piccadilly Street, Suite A Winchester, Virginia 22601 (540) 542-1737 ® FAX (540) 542-1923 www.whga.com PROJECT MANAGER: SCOTT STI CKLEY, P.E. BLOCKAPPROVAL SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE ATE 1. COVER SHEET 2. GENERAL NOTES 3. EXISTING CONDITIIONS 4. SITE PLAN 5. GRADING PLAN 6. EROSION & SEDIMENT CONTROL PLAN 7. LANDSCAPE PLAN 8. LIGHTING PLAN 9. DETAILS d- O $ W N W 00 Z 4J O U Z O lZ O f>_n W Q W � J � Z W O w � � 0: Uj W 0 w = z Z U Z Z g Z SURVEY M&L DESIGN MSS DRAWN MSS/DCJ CHECKED MSS V) U W H U Q a ®Q U Q N 41 co N CV 14 V I - cV to w v w L- E ) Z ,' •C U Z Q (n cT �- x v A — Q rn c�>�� 0 ® -• 3 I' v+;�3 ® v U j � U � yS > S ' 2 � v CV L W W 0 Z W DATE JULY 2004 SCALE HORZ: AS SHOWN VERT: N/A SEAL �ALT11 0� v ICHAEL S. T K 0 ' LIC NS No. ® 031162 s'�I®NAL V< w Uj t� Z — w ®�> = o � J e�� W Z0 U =Wcc mWW �—� W LL 0 QLL U W O Q. JOB 2155-0101 CADD 2155—PLT01—CS.dwg SHEETI 1 OF 9 GENERAL NOTES 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED ON TAX MAP 64 - ((A)) - 1 D. 2. THE EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED BY MARSH & LEGGE LANDSURVEYORS, P.L.C. MARCH 1, 2004. CONTOUR INTERVAL IS ONE FOOT, 3. THE BOUNDARY INFORMATION PROVIDED BY MARSH & LEGGE LAND SURVEYORS, P.L.C. 4. ALL SPOT SHOTS ARE TO THE TOP OF CURB OR FINISHED GRADE UNLESS OTHERWISE NOTED. 5. SEE COVER SHEET FOR LEGEND OF SYMBOLS USED HEREON. 6. CHANGES OR REVISIONS IN CONSTRUCTION PLANS AND SPECIFICATIONS SHALL NOT BE MADE UNLESS FIRST APPROVED BY THE FREDERICK COUNTY DEPARTMENT OF PLANNING AND DEVELOPMENT AND/OR OTHER REGULATORY AGENCIES. 1. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS WILL BE IN CONFORMANCE WITH CURRENT FREDERICK COUNTY AND/OR VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. EROSION AND SEDIMENT CONTROL DEVICES TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND SEDIMENT CONTROL PLAN FOR PHASING AND DETAILS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER AND THE ENGINEER OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION. 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING STATE RIGHT-OF-WAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES. 5. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES. 6. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATING ANY DISCONNECTION AND/OR ABANDONMENT OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ABANDONING ALL EXISTING WELLS AND/OR SEPTIC DRAIN FIELDS AND COORDINATING THEIR ABANDONMENT WITH THE HEALTH DEPARTMENT. 7. ALL LAND ON OR OFF -SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED, SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION. 8. CONTACT "MISS UTILITY" AT 1-800-552-7001 A MINIMUM OF 72 HOURS PRIOR TO ANY EXCAVATION WITHIN PUBLIC RIGHT-OF-WAYS OR WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 9. WILLIAM H. GORDON ASSOCIATES, INC. DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS AND OR THAT THEY HAVE DISCUSSION WITH T OWNER. H NOT CONSTITUTE GUARANTEE OF THEIR ACTUAL LOCATIONS HE O E THIS DOES 0 CONS U E A GU EE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING ANY CONSTRUCTION. THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE FOUND IN THE FIELD, WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY WILLIAM H. GORDON ASSOCIATES, INC. SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS. 10. CONTROLLED FILLS AND SUB GRADES: A) CONTROLLED COMPACTION SHALL OCCUR IN ALL FILL SECTIONS FOR PAVEMENT, TRENCHES FOR UTILITIES, AND IN ANY AREA OTHERWISE DESIGNATED ON THE DRAWINGS. B) CONTROLLED FILLS SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY AS DETERMINED BY METHODS AS PER STANDARD PROCTOR AASHTO - T99 EXCEPT THE UPPER EIGHT (8) INCHES OF SOILS BELOW THE PAVEMENT SUB BASE STONE, WHICH SHALL BE COMPACTED TO 100% OF THIS STANDARD AS DIRECTED BY A QUALIFIED GEOTECHNICAL ENGINEER. C) CONTROLLED FILL SHALL BE COMPACTED IN EIGHT (8) INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY, BEGINNING FROM THE EXISTING GROUND SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED GEOTECHNICAL ENGINEER. 11. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY THE CONTRACTOR. 12. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. 13. CONSTRUCTION BLASTING IS LIMITED BETWEEN THE HOURS OF 8:00 AM TO 5:00 PM OR AS OTHERWISE PERMITTED. 14. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED. 15. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSING OF ALL UTILITIES LINES UNLESS OTHERWISE NOTED. 16. CBR TEST SHALL BE PERFORMED PRIOR TO DETERMINATION OF FINAL SUB GRADE ELEVATION FOR PAVEMENT AREAS. SOILS TESTS OF SUB GRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED SUB BASE THICKNESS PRIOR TO CONSTRUCTION. ALL SUB GRADE TO BE COMPACTED TO 95% DENSITY AT 20% OF OPTIMUM MOISTURE CONTENT PER AASHTO-T99 METHOD UNLESS OTHERWISE DIRECTED BY AN APPROVED GEOTECHNICAL REPORT. 17. CHANGES OR REVISIONS IN CONSTRUCTION PLANS AND SPECIFICATIONS SHALL NOT BE MADE UNLESS FIRST APPROVED BY THE COUNTY ENGINEER AND OTHER APPROPRIATE AGENCIES. 1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW.FCSA-WATER.COM. 2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VALID FOR TWO YEARS FROM DATE OF FCSA APPROVAL. 3. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SHALL MEET ALL AUTHORITY REQUIREMENTS. 4. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS. B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION AND PAY DEPOSIT 2) MARK THE TAP LOCATION 6. THE CONTRACTOR SHALL TIE-IN A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 7. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 8. THE AUTHORITY'S MAINTENANCE DEPARTMENT SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2" IN SIZE. IT IS THE DEVELOPER'S/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 TO BE BETWEEN 18 AND 21 INCHES D. ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER 9. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT B. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN C. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1- WATER SERVICES D. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. E. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 10. ANY WATER SERVICE LINE MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD No. 1015 OR 1013. 11. ALL FIRE LINES SHALL HAVE A FIRE SERVICE METER ASSEMBLY AND A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE NO. 1048 OR 1047. RADIO READ REMOTES ARE REQUIRED. V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private/public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict 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. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public 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. V11. All water an - ate d sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six rty (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Virginia Department of Transportation Staunton District Rev. May 1, 2004 ®111 ,•l MIIUIT111401m, PROJECT DESCRIPTION THE PROPERTY IS LOCATED ADJACENT TO THE INTERSECTION OF ROUTES 522 AND 50 AND INTERSTATE 81 EAST OF WINCHESTER. THE SITE AREA IS 3.7 ACRES OF WHICH APPROXIMATELY 2.2 ACRES WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A 3,454 SF BUILDING ADDITION AND PARKING LOT IMPROVEMENTS. EXISTING SITE CONDITIONS THE SITE WAS PREVIOUSLY DEVELOPED AND CONTAINS A 3 STORY HOTEL, UTILITIES, A 205 SPACE PARKING LOT AND LANDSCAPING. ADJACENT PROPERTY THE SITE IS BOUNDED BY CRACKER BARREL RESTAURANT TO THE SOUTH, AN OFFICE BUILDING AND THE TEXAS STEAKHOUSE TO THE EAST, INTERSTATE 81 TO THE WEST, AND ROUTE 50 TO THE NORTH. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES PHASE I: A CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM THE EXISTING PARKING LOT TO MINIMIZE MUD CARRIED ONTO THE ROAD. THE CONSTRUCTION ENTRANCE SHALL REMAIN THROUGHOUT BOTH PHASES. SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO INTERCEPT AND DETAIN SEDIMENT AND REDUCE FLOWS ACROSS THE SITE. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. PHASE II: ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SIT E E SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AN MAIINT NAN F A EROSION AND 0 BLE ED MAINTENANCE 0 LL SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POW TELEPHONE, ER, ELE ONE, STORM, SANITARY, WATER &GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED W7HIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LIST' ED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, iIN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT' OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUIR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PHASES OF LAND DISTURBANCE ACTIVITIES 1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 4. CLEAR AND GRUB REMAINDER OF SITE. 5. ROUGH GRADE SITE. 7. FINAL GRADING. 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. SEEDING NOTES: 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH. 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4"_ 3. PULVERIZED AGRICULTURAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL (TOP 4-6 INCHES) AT A RATE OF 90 LBS. PER 1000 S.F. (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. IPER ACRE). 5. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL RYE GRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE. 6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. ZONING CURRENT ZONING AND USE: B-2 HOTEL PROPOSED USE: SAME ZONING REQUIREMENTS: PROVIDED: LOT SIZE: 3.675 AC. MINIMUM YARDS: FRONT: 50 FT. MINIMUM (PRIMARY) 45.99 FT. SIDE: 0 FT. MINIMUM 40.20 FT. REAR: 0 FT. MINIMUM 19.96 FT. PARKING TABULATIONS: REQUIRED PARKING: = 1 SPACE/ROOM (153 ROOMS) = 153 SPACES TOTAL REQUIRED PARKING = 153 SPACES PROVIDED PARKING: EXISTING PARKING SPACES = 205 PROPOSED PARKING SPACES = 180 HANDICAP SPACES REQUIRED = 6 SPACES HANDICAP SPACES PROVIDED = 6 SPACES BUILDING HEIGHT: MAXIMUM ALLOWED = 35' PROPOSED HEIGHT = 20' (PROPOSED BUILDING ADDITION LOBBY) F.A.R. CALCULATION: F.A.R. ALLOWED = 1.0 LOT AREA = 126,411 S.F. (PARCEL WITH BUILDING) EXISTING BUILDING = 67,921.5 S.F. (APPROXIMATE) EXISTING F.A.R. = 67,921.5/126,411 = 0.537 PROPOSED BUILDING = 3,454 S.F. PROPOSED F.A.R. = 71,375.5/126,411 = 0.56 SIGNS: ALL SIGNAGE, BUILDING MOUNTED AND FREESTANDING, SHALL REQUIRE A PERMIT FROM THE COUNTY AND COMPLY WITH THE ZONING ORDINANCE OUTDOOR LIGHTING: ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARE ON ADJOINERING PROPERTIES, RIGHT-OF-WAYS, AND APPROACHING AIRCRAFT LANDSCAPE CALCULATIONS: SEE SHEET 7 BUILDING INSPECTION DEPARTMENT NOTES: 1. ADDITION SHALL COMPLY WITH SECTION R-1 (HOTEL/MOTEL) UNDER SECTION 310 OF THE INTERNATIONAL BUILDING CODE/2000 AND THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. OTHER CODE THAT APPLIES IS CABO A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. PLEASE NOTE SECTION 3408.6 ADDITIONS AND RENOVATIONS OF THE IBC FOR ACCESSIBILITY REQUIREMENTS (ADA 20% RULE). 2. CONTRACTOR SHALL NOTE REQUIREMENTS OF CHAPTER 17 OF THE IBC FOR SPECIAL INSPECTION ON THIS TYPE OF STRUCTURE. Water/Sewer: Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Power: Allegheny Power P.O. Box 1458 Hagerstown, MD 21741 1-800-654-3317 Gas: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 Phone: Bell -Atlantic P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 FIRE LANE MARKINGS AND SIGNAGE: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. FIRE FLOW DATA: STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: _ HYD# C> � a 0 w 00 V w z w � Z M M o U 0 N a U z a' z w w � � Q w o N z c� Z o z w a U) � z z SURVEY M&L DESIGN MSS DRAWN MSS/DCJ CHECKED MSS 07 F- Q w U v a C a Q 0 �y Z (� O j N CV V -N to «-• a� a 0 a' a� e w o Z Z Q cn rn C L x o 0-.� . 3 3 'i h o > Q� to :D Ev N U w w z 0 Z w DATE JULY 2004 SCALE HORZ: N/A VERT: N/A SEAL ALTH Gf. ® ICHAEL S S KLEY �0� LIIC NEE No. 031162 �S�®NAL Cc V Q w Z 01.. co (3 Z 2H9 0 > ® F- F' Q IF--- UJ ��V W :> Z W C� J�U Q" �Wpr W W LL 3` W IUL 0 a� U 0 Of Q- JOB 2155-0101 CARD 2155-PLT02-NT.dwg SHEET 2 OF 9 s W ' Q M It N U o 0 0 ryes 59 CONC. 21 a,ry£ M 0R ON. FND. NX. � , 87 27' 6R�0 PIN 64 A-1 D ! 1-17 N INTERSTATE PROPERTIES 3o E E R U D.B. 556 PG. 706 o� ,,*' n w r, _._1= ' $ _. 21� ' UMfrED ACCESS T E ) ?j '., , r, °� VARIABLE WID H IGHWAy 8 1 ZONE: B2 USE. HOTEL h W f w. �, tit;` ` 1 `� R� ' -_ L E � `_ ... � RAVE ODG 153 ROOM EX. WATER -� METER VAULT 42 N '16 43" .. L - ,,,� 1• / .-.....,, •u„+*.,,mrti,,,, _. ,. _ ' „ -„4, to , WATEER LIN S SHOWN `E'ER PRD/IOUS PLANS R,oPR X.DOOR -- e. ri d r' _ ,,• �j p AL ?�} S �r �. ...•! ..F i ..,: ,�iy �...".,.`.^. ,n, rha}'>• T .""'.-,... fYi .•.,<....,.,,., C Ex, SAN, I A, . SHOWN PERIS'r) • .t;':9i-. r, f }Y;f, 7, t ~ ...- / ( r,,,.,,, ''+,c"- `�.•%, t -S.a "w° C7 ,, .. V e• t l • rY• ' - ..» -• � '1`.. � ,: �'``��,�,. `i (, • •.!#,. �r� ;y E • 1';' PREVIOUS PLANS. CONTRACTOR �'i .``°"°' t"•"ti �L.. � tc�i .� i..ir ,• r•t� i.•, fil 1 . \ --. =,/ .. 1 1 r ' '4< �4r �'` SHALL VERIFY LOCATION THREE sTo ,r. t � •,,�, �. r EXACT C R - •� .F.s f ..�+,i % j`-�,..,. _..y,_ �•`.`�'' i i 1 � (1 ~� . ( r .,�. .3., �•Y l •w".,,,.,,,,,,. '� � � G'} � h! X-�8":, ;,- C•w !! .f - 1.: vC � `� ^4k.. :; '. �; .., PRIOR TO CONSTRUCTION. BRICK j, 7 ( Gr.y _ T RA OTE F , BUILDINC .. (y- / ttii _ •yv ` �_ ;�ti { r iai:l,yi r %A�rG / if}/ •C�r' .t'."' 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ILL ' .{1„' •>/'t ? t...': tiYr''�.' p T.,,`."Mc.•„r!'•�ti .� -b: . .,+r �.J •( I' �' l,� .i',fS, •tl�.l. , ) ' J •y i f l', _.'!'u�ie�.F. !. 1 I 1 3 ,' .g, ,.� ,i ' .. :_< ;i 7>Y t+." ,:C _ ;c-['' > _f.tS;•; .,...,........:,`.'` i�f 11V'V 15" �20 ' • { k f ^'SC t�tj'``y,.;p na w c rk1 s a aw xxw. »• W - _ix\; / IPd's! "IIN'f720.38 --• s , \ {��� J r ,r x � IN1 24'3 N� �24.56 OUr 7 A V, t+ 1 GRATE INLET = ., •-. . —: ;,:,: • t" x- : ='f j �45'3 ; / �' ; ; , .' R'IM•= 731.32 -i ::.::-- f *:: .: r__x...-' :•, ��. '-,.,.• •"�."^,,,,,^, \--ii4 May ,w. --•y L t S : •_: 14 • .r .r • mil„• .•.: "L i'•: : u `-' ; .7E.C: o' Y?• .• "-^••.if"Y,Z'aR,._... iM V �r4.s�} l_„ ` 1 ,`y J :•i ":t f' "'J•' ,: y "� Y.:, T',�; ;'4r :. �) «• :... L,J "-'Lr `:':f:'-Y�3,f ;,...• _"`•:.. ,l""", ' // i1� z,i,_�r xf ,j. » »: TV;)- '.7• . ,''T ». �j•- :•;_- •—• ~':i-:• �,,,,�:•"-'�~' ••h' ..... .i�� V_ L_,r'•' ••t ... ..=fit• ..�� ��w»-�=",y:,l:.'K.r ;,5.�• ..: "i'1f) ',al. iN �. ..f, '! .'~3ti-�. `•S•••. •7• J• �• y!.-:.•. t:�-. :'i•• � • "*: ':: :. t'{{• •,: 1r:•r 'rvl-::. •.:+" f'i • WX.(.,SA'NJ{M.H.IE/V T .... _ »x. , . �x-'"'•": , �? -`•:..: i „c� V.IN=723.53 t' (i 31.2 £?) '"; •'�----• ; tt�iV.IN=723.60 , ':;°i �7.26.52 ~ ~ INV.OUT=723.60 1 i �• • '":�v y fir• 1t� �� ���=y �• U.S. ROUTE 522 — FRONT ROYAL PIKE 160' RIGHT—OF—WAY POSTED SPEED = 35 M.P.H. NOTE: TOPOGRAPHIC SURVEY PROVIDED BY MARSH & LEGGE LAND SURVEYORS, P.L.C. DATED MARCH 1, 2004 AND SUPPLEMENTED WITH INFORMATION FROM PREVIOUS PLANS, BY OTHERS, AND SITE RECONNAISSANCE. LEGEND: ABBREVIATION DEFINITION 0 SANITARY CLEANOUT F,F I::. FINISHED FLOOR ELEVATION ! ARE HYDRANT 1` GAS VALVE HcP HANDICAP PARKING SIGN ,r;r' '' F IRON ROD FOUND 1pF IRRON PIPE FOUND METAL LIGHT POLE METAL POST t, SP METAL SIGN POST NO PARKING SIGN :, "D TELEPHONE RISER BOX id= WOOD POST WOOD SIGN POST W! WATER VAVLE W Q Z 0 o z cr_ W W � O �ui z� W N � W <r � U O W U z w zo Z a�V) N d- Z SURVEY M&L DESIGN MSS DRAWN MSS/DCJ CHECKED MSS F_ F- 0 W F_ U Q WCL Q Q Q N a i }i ._ Z ca O C Q —1 ■ U) N N ct - N to O W z ,_1no L x o 0 c'�-<0 0-.> 3 0 L a 4j� 3 O N f� N V O U � O E v cu N to u — W W lz V Z W DATE JULY 2004 SCALE HORZ: 1 " = 30' VERT: N/A SEAL EALTH �� :�V ! • v ICHAEL S. 1od- ST K'. ,� q��4 "A LIC NSE No. �k 031162 �'S I4 L 5 UQ /� W W 11�'^_ �Z�RR V / YJ V Z (D zF;cc 0 Q(f)0_j> OWpCC 0 tJ=Q�? LJJ 0) 0� z �zo< Q—�� SmWZE W Z W �Lj. w 0 a 0) LLJ JOB J 2155-0101 IZ CURVE TABLE CURVE DELTA ANGLE RADIUS I ARC LENGTH TANGENT I CHORD LENGTH CHORD BEARING Cl 04'09'30" 2966.79' 1 215.33' 1 107.71' 1 215.28' S 59'48'59" E 30 15 0 30 60 90 GRAPHICAL SCALE: 1 " = 30' CADD 2155-PLT03-EX.dwg SHEET 3 OF 9 "s- .d- a '�d- �} O O O N Q \ 00 00 CONC. MON. FND. �• . *106'37"f 8727, `---_ Qxl� k i BE l r � PROP: CG-2 y--- (TYP.) z: /t----PARCEL AREA fl-----0.773 ACRES 2' SCUPPER (SEE DETAIL) 5 Zz - IR r� Oil' _ ifC Yam!• ; DELIVERIES =-x: AND TRUCKS TRAVELODGE �L �r•�.. �i', L. Y:S �y •:fti . • h r„L . `i U.S. ROUTE 522 — FRONT ROYAL PIKE 160' RIGHT-OF-WAY POSTED SPEED = 35 M.P.H. �NrERST A r = �... .,. 47.00 34h � E R 217,06+ U�D ACCESS HtGHWgy U T F MLE W@TH R/W , � 'vim ��� '•��� w „r•,.., -• S�P�ti PIN 64—A-1 D $"J INTERSTATE PROPERTIES �P 01 D.B. 556} PG. 706 ZONE: B2 USE: HOTEL (TRAVELODGE 153 ROOMS) E 237.24' ....__._ _.._.____,_.__. HEIGHT = 20' GFA = 3,454 S.F. DUMPSTER PAD-f-,,' rT"" 2 CY VOL. DUMPSTER-3 W/ENCLOSURE I 20.35, FIR L NO PARKING d 3.9' SCUPPEF (SEE DETAIL) x ._..'ry .+: ..�i . + :� ' ; :•i•".� ._.:,,:. r.r.+k :••.:.-sir';:: :,1 ••S �^ :�� .•V ASK �fLj ••.f:L. •,.SY: .•,.....•+yf�- , w '•.r•. ,.�,,.L. ^i•i 7 �'�• •'J..� =.�.. •�J'• �r Diu} •.�• " . : .........J �.s.:.. .. ..� s.�'v*:'t:._ .. ;•ti•:.'.1:�.:"". ..ri:i..... �{s :•.,�. `•ru � ^�{S,f:.K'..�.. TRAVELODGE G� GUESTS f 4 TEXAS STEAKHOUSE r_ .. t "" NOTES: : rL—_ n_- .•. CURVE TABLE C to O Ei rn cr 0 0 a9J 0�;g.' t1 cr U 6 rJ =N Un;o O rvi STPROP M ESMr 1. ACCESS TO THE HOTEL FOR EMPLOYEES AND GUESTS SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL SEQUENCE CONSTRUCTION ACTIVITIES AS NEEDED TO MAINTAIN ACCESS 24 HOURS PER DAY. 2. ALL CRANES SHALL HAVE AN AVIATION OBSTRUCTION FLAG (4' X 4' WHITE AND ORANGE ONE FOOT BLOCK CHECKERED FLAG) AND/OR AVIATION RED OBSTRUCTION LIGHT VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT UNLESS LIT, INTENDED HOURS AND DATES OF OPERATION SHALL BE COORDINATED WITH AIRPORT OPERATIONS SUPERVISOR NO LESS THAN 24 HOURS PRIOR TO START. 3. BURNING ON THIS SITE IS PROHIBITED DUE TO PROXIMITY OF AIRPORT OPERATIONS. 4. DIRECTIONAL SIGNS TO BE 4' BY 4' WITH A MOUNTING HEIGHT OF 6'. CURVE DELTA ANGLE RADIUS ARC LENGTH TANGENT CHORD LENGTH CHORD BEARING Cl 04,09,30" 2966.79' 215.33' 107.71' 1 215.28' S 59'48'59" E 30 15 0 30 60 90 GRAPHICAL SCALE: 1 " = 30' (n W r g z w z O d cr, w w w O in a :2mi o Of o o Q U U 0 Z � Q Z z w r w oMw:2 c� � a ui 0 ui W O U O Lu Ll UZ (--) Z IN®IN — N tt --) Z SURVEY M&L DESIGN MSS DRAWN MSS/DCJ CHECKEDI MSS r U w U V < w Q U 4) N z c o i _I N N dt ' ^ N ' I � w co -0 >_ 'r E Z to o V - —(-) Lxa 0�>� LLj 0 :� � v V) Ri N W w Z U w DATE JULY 2004 SCALE HORZ: 1 " = 30' VERT: N/A SEAL INL TH (3 ICHAE S. KLE y LIC NSE No. �0031162 Z ��SSIONAL w 0 Q g a 3 m O L Z r o cc U � QO W Z OQ > 3 O Lli O Q CC CC I 3 J=QW? v) o W z 0 0 �zoQY � aC J�v o MW ix 3 irrrr W a o Zp w 0 Q CCZ = LL o Z 3 1 0 f- w0 a o JOB U 2155-0101 0 W CADD PLT04-SP.dwg o 0 N SHEET 4 OF 9 0 V 0 w- 2 a ro M V N U 0 0 �.r ,'/ ie f' / ^�i, •% 1� , i Y' � r r, $5 5 j �Y f y, _ , . -- ,� LIM ED GEE ROU }/ rjjj"VAR H GNW J j .. WIDTH R/W , l ZZ y : •, ,•.,. , u i :. �. • : y'.• .. 1 'n � .� i , "'""ems " ;,,,,.•` /j �� � f .-t � .•^,� � \. 1 • ,� • 'f+_ r a. ?s ,, ""..+..aw+*«..SAs aa�w,h..,, .rr 8.ter , 2 n i a - ��.., -, wry ,,, 1 _ — f 00 , .t 74 t� 729 47 IL 1 Y ' 34E$TC® Q2q G1 -,�'l317 � f sue, —P 47 INV.=729.80 _•. INV 729 •„."ro.-_••- . R..- TC ., - a TO 4 fw . 1 0 - yrs INv.-729.82'i.j - t t 400 ..i. 4 ..;,, ;Q.-Q�' �� ti ,.,�. "„-...�_ a '"''• �y� - 1 � ��,�;i C ~ ' o _ INV.=729.55 3330 4 ! 15 34 T 3' 2 a � — 1} 31OP 00 INV.-729.51 4 t' TC 47 34TC - } = 34TC 50 ro , t 4 INV.=729.55 38 t a 33 j 33 �.r r ,, . 24TC 1 77 43 33EXPVMT. 0P 0 `,4 �N <,.82 34TC i+� 1; a 0 • � Tc; 34— �� r� � � ( 33TC ;• 3 C T 34 N _ pV D.S� INV.=729.10 j xe°^+.•u jet g tt s } y f e. _ }` "U 0 3 #s ;# o 86 34-- 3 TOP '' r , 4 �', < 339 3� 36 �'�o " 45 ;34— ` 33 74 2 3436 1 �ic' TC # 33TC 34TC ,34 36 3�86 34T� 34TC ;` ti t, ti rn "� 34— INV.=728.91 K # 1 — i t� , ` � � � .. •. ; ,_. ,; \ TC 09 . ,' . a. 3� , ,z T 32 �5 _�. `� b N e 60 26.15 3391 34T 4 a I c 41 w x N 33TC 6 43 4Tc 59 73 60� „ •' ( �� 20,30 �, ` r # `` ® +33 3 3 Tc TC 33 TC 33TC ; ti. 6 {— `<n 3 , i 1 t I r 33 } 29 34 "� '� 57 1 32 1 M ' ' w.; 33 92 34; TC r f o °' CJ � TC 732EX.PVMT. { � � � 0 12 32 75 \ C �` 14 ,t. ' J j }- 32TC TC t� 1 3331 34TC 33—�/ 3390 '' 8 '$" - 32 1 T 4 TC 11 ' `"''f `+ , /� o ®.. - rn ,l ! \ �'' .� 3 08 34 TC 24 34 3 1` 33 42 33 TC 1 =- —"1 j 6 ! TC 34T TC....__..__ _ ,. _ TC 3223 # 21. 3 67_.. �( PVMT. yi — ./3 T _ q 19 J4 32 34— 3 , r 65 \ ! TC TC .=728. 7 `` 20 ; ', t �31 TC 321 ��� INV 12" TC CURB ft E t # > 13 w 31 '. ., , t_ 1 i ), 1 L t�I IT „7,)_, 5 TC r. `ti �5 �X.PVMY 301 3 C 73 1 d24 3 32—TC j 31—' �r'32 33 . ". „ EX • :; «, ..� -, ,, .... -:„ <..., ; ,. ; ., f 1- ;r•7 EX. CURB INLET ..� l {Id Jt d..1.:", `BRµA��(/ /;,, `a '-+'. -h2aw"`•4_�..=,.-.•,-•_., "",^,-"i+,5•'�.. t - `. .�qytf•,,._ .,..5 -x4iS;??s<?,.-'F;rt',+�,:r-".-"°•:>.-. J '�*,\.�;•``(��.%.1'--,;,•_...'.. ;'•`,,/,. .T .t„w,r- ="'�,-..-r%, --r"/,`'',,$".s'._.r1a p;.,.5 `•``,y'...7;, �rtw,.- ,-'.'"tS'i,' 7:-} . iitr `�:�. -:`�.•,-f., .".1''�',:'tt', r. : . ,r.•,:i_, ,` .•./. '., t 'rjj A - ,. �• t _ .% / I s 20 Tc jjj t TOP=731 t - I 'YY1I&, i ^y�(,/ •� i , ,t ,i r 'l' :z: _ 1. �7+✓': i•�,T. -+'f,�-ramtft ,'. .,`.emsc'{ :�n'"S'""[' fjf i'} . {�1i-: —...fh a,.r'.th• -i-ti-^" "r.Sfi e-^^". l�e•eaw:oc+n+ .. F , 57 INV. IN=r 727.97 3 �i M26.9f : G" 5 r" 5 _ " trVt!24 _ .. 720.2E o, IrX.t,ATE I INV. iN-728.32 f�', RIM, 731 32 NLET t `" EX-. GRAB 131,10 t 4 = 726.5 f NOTE: CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AROUND ALL ISLANDS. cn w Q z 0 0 N z w o > CO G `N Ld of cr I Z w 0 U r w (l7 U `rtT z ►1110M, M&L DESIGN MSS DRAWN MSS/DCJ CHECKED MSS N U w S U (, Q C w Q U � � N z ca o i 'u N to N as7 I L �'ct I w � Lc)o z -. — Z: �" " Q L X O 01 0- C � c 0�� 0 cq � U U-) o Z > E .� w w z w DATE JULY 2004 SCALE HORZ: 1 " = 30' VERT: N/A m �NLT$ 0� ICHAE S. ST K L E y a 1�0 LICENSE No. ��� 031 162 �SI4NAL v C. Icc z UJ LU _ (�~zoo z pC�o_j> OW10cr� Z o W z Q >zoaY 1 ! �mW� LjL Zp 1__LL 3:w O = U. U.S. ROUTE 522 - FRONT ROYAL PIKE 160' RIGHT-OF-WAY POSTED SPEED = 35 M.P.H. 30 15 0 30 60 90 GRAPHICAL SCALE: 1 " = 30' W 0 4 JOB F 2155-0101 0 a w CADD o 2155—PLT05—GP.dwg o 0 N SHEET 5 OF 9 a 0 ao�a��°,��i3Q��� y��Jl� ��� ��a w' 0 V) w 1j Toy 1 J � o w C� cy- { pz ,h - ;,:� ACCeSs T E o UM D HIGHWAY 8 "` ` ` , - t :!> •,. VARIAg WIDTH R/ c) _ LLj 1 l x... �. � _ •_" + �� - ""..,VL T,T SURVEY jf _ r+ .... ,.a... ° -... ,-•.._,.w.r• .•_.,, ;r':`="1' 1 tom,. '+ ,-- v.� DESIGN MSS h�j;MSS/DCJ � I ff } 4 CHECKED MSS Q (10 C C) w S A F a' ' " . , xn{ i '-. , • 1 S F— LIJ 70 pro •CO <D N N <} .Nu') IR 1 � d. E w to O Cfi o 0o� v IQ LLj y • rr1 o ... _........:,....... _ , r... _._ ...'t � i" � � � t ! In c ND 1 ■ i Cl 1 y % i `ri va f'1 / f , - .. t s 1 i..1 t . IF RE CK rl BY Np�EC RpN 1 7-r 1 t> z r I # IP IPw }.p.. ` I 13 n co co x N 0 o 0 0 U.S. ROUTE 522 — FRONT ROYAL PIKE 160' RIGHT-OF-WAY POSTED SPEED = 35 M.P.H. i f 30 15 0 30 60 90 GRAPHICAL SCALE: 1 " = 30' RESPONSIBLE LAND DISTURBER NAM E: CERTIFICATION NO.: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. 3.11 3.12 3.13 3.14 3.18 3.20 3.31 3.32 3.33 3.38 EROSION & SEDIMENT CONTROL LEGEND KEY SYMBOL DESCRIPTION SAF SAF SAF SAFETY FENCE CE ONE= TEMPORARY STONE CONSTRUCTION ENTRANCE SF X X SILT FENCE SSF XX XX SUPER SILT FENCE IP woo STORM DRAIN INLET PROTECTION CIP----' CULVERT INLET PROTECTION DD DD DD TEMPORARY DIVERSION DIKE (� O FD �J TEMPORARY FILL DIVERSION RWD WD RWD TEMPORARY RIGHT-OF-WAY DIVERSION DV0 0 0 0 DIVERSION ST TEMPORARY SEDIMENT TRAP SB TEMPORARY SEDIMENT BASIN OP OUTLET PROTECTION CD -+ -+ -► -► ROCK CHECK DAMS TS TS TEMPORARY SEEDING PS PS PERMANENT SEEDING SO SO SODDING TP o o TREE PRESERVATION AND PROTECTION LCG LIMITS OF CLEARING & GRADING --- DRAINAGE DIVIDES " CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START DATE JULY 2004 SCALE HORZ: 1 " = 30' VERT: N/A SEAL Z IZ J w z O z Li uj U) 43 O O w W AL TA IV v 11--j. ICHAEEL� SS OSTT KI LICENSE No. OA 031162 ti ssroNAL a >H cc 0 Q WW n_� ~ZC_j� C�(n0J> oui J=aW z fl1 L1.! z Q) C) �_ J�U . m W CC W W U. W 0 aU. U. F_ U w 0 a !uihA= 1 2155-0101 1 D 2155-PLT06-GP.dw9 6OF9 LG-ES SHEET w' 0 a ID ri x N U 0 0 4 +� '10 CC @ 7' O:C. U.S. ROUTE 522 - FRONT ROYAL PIKE 160' RIGHT-OF-WAY POSTED SPEED = 35 M.P.H. C w J r�� rf a 10AcEE OOTE o i � ... VARIABLE Z 1 RAW a o DTH Of 4@ @ j15.5 O.C. LLJ W._ _ .... .. C it l� . •. .,� w . .w^ .. , ..�� ,. �e ..._... _ �. , `� N --,59� - / Q 5' O.C. i 30 15 0 30 60 90 GRAPHICAL SCALE: 1 " = 30' GUY WIRE #12 GAUGE 2 STAKES RUBBER HOSE TREE WRAP WITH 50% OVERLAP 2" DOUBLE SHREDDED HARDWOOD MULCH/3" SAUCER. PLACE TOP 1/8" OF ROOTBALL ABOVE FINISH GRADE ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL BACKFILL LIGHTLY COMPACTED SETTLING MOUND SUBGRADE ,r- 1 1 1 SURVEY DESIGN mDRAWN CJ� o © CHECKED 4 < _, Im�J N 2 N G� �Z 1 )25 ololI -----8 CF 1 1 @ 10.5 O.C. k 1 } p t' 1 LANDSCAPE CALCULATIONS INTERIOR PARKING LOT LANDSCAPING TOTAL PARKING LOT AREA = 93,436 S.F. REQUIRED INTERIOR LANDSCAPING (5%) = 4,672 S.F. PROVIDED INTERIOR LANDSCAPING = 12,713 S.F. (13.6%) REQUIRED SHADE TREES (1 PER 10 SPACES) = 180 SPACES/10 = 18.0 USE 18 TREES PROVIDE SHADE TREES = 18 PERIMETER PARKING LOT LANDSCAPING TOTAL IMPERVIOUS AREA = 80,723 S.F. REQUIRED PERIMETER LANDSCAPING = 1 PER 2,000 S.F. = 80,723/2,000 = 40.4 USE 41 TREES PROVIDED PERIMETER LANDSCAPING = 40 (1 EX. TREE TO REMAIN) 3' HIGH EVERGREEN HEDGE IS PROVIDED ALONG THE PERIMETER OF THE PARKING LOT. LANDSCAPE SCHEDULE SYMBOL ABR. QTY. SCIENTIFIC NAME COMMON NAME SIZE (MIN.) SPACING CONT. 49 AR 4 Acer rubrum RED MAPLE 2" CAL. AS SHOWN B & B CC 18 Cercis canadensis EASTERN REDBUD 2" CAL. AS SHOWN B & B PS 5 Prunus FLOWERING CHERRY 2" CAL AS SHOWN B & B CF 24 Cornus florida DOGWOOD 2" CAL AS SHOWN B & B MS 6 Magnolia stellata STAR MAGNOLIA 2" CAL. AS SHOWN B & B CL 43 Cupressoctparis leylandii LEYLAND CYPRESS 4' AS SHOWN £ AZ 167 Azalea 'girard crimson' GIRARD CRIMSON AZALEA 3 GAL 3' O.C. TREE LEVEL AND PLUMB --STRAIGHTEN ER SETTLEMENT IF REQUIRED. SET TREE H TOP 1 /8 OF ROOT BALL ABOVE FINISHED kDE ;ASE WIRE AROUND TRUNK IN BLACK 3BER HOSE. SECURE AT HEIGHT ABOVE SHED GRADE EQUAL TO 1/3-1/2 OF TREE IOVE TOP 1/3 OF BURLAP AND CUT ROPE /OR REMOVE WIRE BASKET FROM BALL WIRE #12 GAUGE DOUBLE SHREDDED HARDWOOD SOIL SAUCER TAKES KFILL ITLY COMPACTED SETTLING MOUND GRADE O Z M&L MSS MSS/DCJ MS U w H S U (, Q C a -a 4-0 ca 7 O co .� (n N N rt ^ (14 U-) 0 a O w L C It E z �, •_ u) 0 Q cn cr' — , z Q L X O > 0 -• 3 (0 N I c l/l Of �✓ a v O a =+ cn •- ^ Df :D E V1 c N � w S w z z w DATE JULY 2004 SCALE I HORZ: I" = 30' VERT: N/A SEAL SHRUB SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO Z O PREVIOUSLY EXISTING GRADE. Ill THIN BRANCHES AND FOLIAGE Q_ c1,11 (NOT ALL END TIPS) BY 1/3 L,d o RETANING PLANT SHAPE. 0- REFER TO SPECIFICATIONS U cC14� FOR ADDITIONAL INFORMATION. 0 SAUCER AROUND ° '� z Z SHRUB * o o ° MULCH z v M CUT &REMOVE BURLAP FROM A�PSHOWN. F SHRUB BALL PLANTING SOIL MIX SCARIFY SUBSOIL TO MIN. 8" LIMIT OF BARE ROOT SPREAD I 11 I I I , ; ,III— III —III � I *FORM SAUCER ONLY WHEN 6" MIN. PLANTING INDIVIDUAL SHRUB. JOB CADD ' j' N (5 L • 1/ IAE S. ST14 g144 LIC NSE No. 031162 SIGNAL U Q cc z UJ w n (,�~zoLL mWoa> o LLJIn .j 5 L1.! Z�6 ,;j, cl mWcr ZWp 1— LL a w 0 = LL 0) v w O a 2155-0101 E TYPICAL PLANTING DETAIL-- TREES UNDER 2-1/2" CALIPER TREE2 (NOT TO SCALE) TREES TYPICAL PLANTING DETAIL-- EVERGREEN TREES (NOT TO SCALE) SHRUB PLANTING SHEET DT-SHRUB (NOT TO SCALE) 2155—PLT07—LS.dw9' h 7OF9 a 1 _Lo M N 3 r 5 r r 2jJ9.a�ry£ MON NFlVD. N4 + h�•....,,� 37 E 87 27* 0, x 2 �I i 1 11 1 1 �8 P 30 E LIMITEp ACCESS E HIGROUTE 0 V r 8 VARI 217 pgt -,° "� •.. _ WIDT HWAY �� H R/W 2 6 43 237.24' - a , + i c & 3� 7'20 8 10 i � y 8f.� # 21 0 5 2 5 r 1 5 / I 20 28. 5'57 32" ,, . �. � �. .,..,nym � w.n i'Y •.i}-t.y, t �r f�"-_. r. ;� d-�+"�,:'4s, e%'.r X «a�p�` � _,\�`'`"t f �� Y + yy,c '�. a �, /.+� -,+i:C.��iJ����� _" J-•+.L��'�.� r 'r r,\, �-y^i' :-'1t i`°�. +.:-'x�" -+': ,� - + '•.. r �. ,-k .� e sa.r"..,�. rj � 'F ,� �! n ,.i� °Sx it w '` a.,{ '�`i-c'�i' is'` 4-w ':'yl*� Yt.: 7 j °'.,f�- o l� 4+•y� �i .t;4 f:jf. ��(( � ^�'- �•` � � `f1/� l t � � � .,.�c. awi' ` L� a>�r�.-w :snasa � �,�,,,,.,.... «�.�..� .+^.v"'^ ^'"n"'"" - �Pt "'a' `�'P�i �LZ.��S,q�_ �^a,.r�` rx'-a�,�.C;`�ria�+:s:� ^.cs"`'^"a'.:a..ca+:, � .,.,,,•�,.,, ,....n...........+. r r r r r r U.S. ROUTE 522 - FRONT ROYAL PIKE 160' RIGHT-OF-WAY POSTED SPEED = 35 M.P.H. 5 S 32 37' 54" W 253.32' CURVE TABLE 1 LIGHTING PLAN NOTES: 1. LIGHTING PLAN FOR ILLUSTRATIVE PURPOSES. DESIGN SHALL BE CONFIRMED BY PROJECT ELECTRICAL ENGINEER PRIOR TO CONSTRUCTION. 2. PARKING LOT FIXTURE MOUNTING HEIGHT = 30ft. LIGHTING TO BE 40OW, HIGH PRESSURE SODIUM. 3. DECORATIVE FIXTURE MOUNTING HEIGHT = 10ft. 4. ALL POLES SHALL BE MOUNTED ON A CONCRETE BASE, 3' IN HEIGHT. STRUCTURAL DESIGN SHALL BE PREPARED BY OTHERS. 5. PARKING LOT FIXTURES SHALL BE HUBBELL LIGHTING MODEL NO. RCS-A400H "SHOEBOX" STYLE OR APPROVED EQUAL. 6. DECORATIVE FIXTURES ADJACENT TO BUILDING SHALL BE HUBBLE LIGHTING MODEL NO. NRG-617-CL1 OR APPROVED EQUAL. 7. FIXTURES SHALL BE CONTROLLED BY DUSK TO DAWN PHOTOCELLS, DESIGNED BY OTHERS. LEGEND (6) DECORATIVE FIXTURE _ (10) PARKING LOT FIXTURE _ (6) PARKING LOT FIXTURE = (5) PARKING LOT FIXTURE = (2) PARKING LOT FIXTURE = (23) TOTAL PARKING LOT FIXTURES (29) TOTAL FIXTURES CURVE DELTA ANGLE RADIUS ARC LENGTH TANGENT CHORD LENGTH CHORD BEARING C1 0409'30" 2966.79' 215.33' 107.71' 215.28' S 59'48'59" E 30 15 0 30 60 90 IN 11111 GRAPHICAL SCALE: 1 " = 30' coo Q 00 cn w z a w z � o o Q Of o > a Of z � aw � o CK u w w = w ca o z � z M&L DESIGN MSS DRAWN MSS/DCJ CHECKED MSS U W U V Q C W M N UCo z �(D; N N �t ' - N +n I � W E 't E �>_ z �•_vo z < g L X a >.� 0 o- O I' t' U N Q dN- U tc) �-j V) cc N oo W� w z c� z w DATE JULY 2004 SCALE HORZ: 1 " = 30' VERT: N/A SEAL EALTH �r .4W MICHAELN S.. STI KL �,� LIISEE N0. O, 031162 �SSIONAL 0 UQ W W �� o~ �9 z �0-i> °- o S �W~a�= =awZ z %'zoaY J � m LI Zp (.�. 3: w O au- U w � V JOB F 2155-0101 a 0 4 CADD ° 2155—PLT08—LP.dwg c SHEET 8 OF 9 --3� � � °��'�����F• �L��� 1® c• A1— 3'. MIN. `�- GATHER EXCESS AT CORNERS PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 CFS) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. 6D-3071 GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER 18" MIN. Sl=Dlf•IFNT r+oevci/" uui nroru * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ESD-3072 STONE CONSTRUCTION ENTRANCE EXISTING PAVEMENT III II III II=II��11 11 1�':'i1,I''•i1'••�1�'��•i1�'•'•i1�'�:•i.�'•:•i1�'•�•i1�'{. OUNTABLE CLOTH FILTER BERM O• • EXISTING SIDE ELEVATION GROUND (OPTIONAL) I-11=II_11=11=11=I1 a�� •••a ' �•,1,�'•�•,��' �•, �'•�•� �'� I=u=u=n=a=u=u, .• .N.♦ .• .�� w 1=11=11=11=il-tl-III/ • �I •I��i •I•I •�w�w EXISTING lii lil ilil ilii a li uii it .��'1 ��'1, •.;�'1, •a•�'�; •.��'PAVEMENT - ILL n nii ° ilLl n n n n u ��•,�• VDOT #1 COURSEPOS DRAINAGE 10' MIN. TO SEDIMENT AGGREGATE B TRAPPING DEVICE MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION., OEM 5- WEX NA011,2611 into, lw FILTER CLOTH --� SECTION A —A REINFORCED CONCRETE EM-302 JtI.IIUIV b—b N SPACE GRAVEL CURB INLET SEDIMENT FILTER -wI.�1i��r�. 1 THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ESD-3076 * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE 1 tr lot NJ Fill SIR •:�;•;:;;;:;:�:•.•.::;:;:;:�:;:•i;:�;;:�:; •••:•:•• lip- ► �---- PAVEMENT -• I I CURB CUT THRU PARKING i z ISLAND TO PERMIT DRAINAGE CG-6 CG-6 TYPE II SCUPPER DETAIL DT-SCUP2 NOT TO SCALE CDO �4- INTERSTATE ROUTE / 7 STING E'� 4 �` (TRAVELo p�GK HOTEL B� E) ILDING 210.00, 1 O NcNi to '' a N U.S. ROUTE 522 - FRONT ROYAL PIKE =--------- PAVEMENT DESIGNATION DETAIL SCALE: 1 " = 50' �2aaE C 0 m Cn 0 J Ln N to r O 0 0 Z C M 50 25 0 50 100 150 GRAPHICAL SCALE: 1 " = 50' HEAVY PAVEMENT DT-CONSW t 2"R DETAIL SURFACECG-2 BASE NOT TO SCALE SUBBASE * DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) SO THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. DT-CG2 2' WIDTH VARIES SEE SITE PLAN 1/4" = 1' .40 CONCRETE SIDEWALK DETAIL NOT TO SCALE 4" CONCRETE 3000 PSI 4" SUBBASE (21-A STONE) 1, 2' 1, 3� COMPACTED SUBGRADE (90% DENSITY) ONSITE TYPICAL HEAVY PAVEMENT SECTION NOT TO SCALE HEAVY PAVEMENT (SEE PAVEMENT DESIGNATION DETAIL) 1 1/2" SM-12.5D SURFACE COURSE 6" BM-25 BASE COURSE 10" SUBBASE VDOT STD. GR-21A (I�.I - I V COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. �DT-PVMT1 (HEAVY) ONSITE TYPICAL PAVEMENT SECTION NOT TO SCALE 2" SM-2A SURFACE COURSE 6" BASE COURSE VDOT STD. GR-21A II (II � III �a�� �Iam I Ij I COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. DT-PVMT1 I DT-CONPD REINFORCINGWIRE MESH r • ROAD AND BRIDGE STANDARDS SECTION 301.04 CLASS A-3 CONCRETE • •� ,ram �� �� �� �� �����` `����� V �I •► ,V . • :' ` COMPACTED -'r (COMPACTED • DENSITY AT OPTIMUM MOISTURE • r• •r ON -GRADE CONCRETE TRUCK PAD NOT TO SCALE Q W ' N z 0 III SURVEY M&L DESIGN MSS DRAWN MSS/DCJ CHECKED MSS V) w Q C � � 4 Ih N z�:3a; < (n 04 I �_-N� O Of �''�-rE w (/� z4V) L x 0 a C '' _ W c' > . 3 z L v IU I' O U U 1 U it) LLR>TJ �cc Lo G cc N cn w w z z w DATE JULY 2004 SCALE HORZ: AS SHOWN VERT: N/A SEAT- I , j, &LT$ OF MICHAEL S. • ICKIT a LICN No. �i. 031162 AJ I 1< Im U_ a' W °C W Z' C.� zz a > J 0 LLJ > c J=auj= W V��O ZC'3U �ZoaY mW� zo ` I-- LL. 3: w O _ILIL `^^ 0 w < o a < JOB 2155-0101 a CADD 2155—PLT09—DT.dwg < SHEET I 9 OF 9