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HomeMy WebLinkAbout76-05 Exotic Motors - Car Sales & Wash - Red Bud - BackfileGENERAL NOTES 1. THE PROPERTY DELINEATED ON THIS PLAN IS PIN 54-(5)-2. 2. THE EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED BY WILLIAM H. GORDON ASSOCIATES, INC. IN SEPTEMBER 2005. CONTOUR INTERVAL IS ONE FOOT. 3. THE BOUNDARY INFORMATION IS TAKEN FROM AVAILABLE RECORDS. (BY GREENWAY ENGINEERING PHASE 1 SITE PL)*JS APPROVED (BY FREDERICK COUNTY SP# 25-03 DATED AUGUST 6, 2003.) 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 APPIROVED BY THE FREDERICK COUNTY DEPARTMENT OF PLANNING AND DEVELOPMENT'-AND//OR OTHER REGULATORY AGENCIES. CONSTRUCTION NOTES 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 EROSIOM 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 DEBIRIS, 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 AkT 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 AI`VD/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 1-800-522-7001 A MINIMUM OF 72 HOURS PRIOR TO ANY EXCAVATION WITHIN PUBLIC RIGHT-OF-WAYS OR WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE COINTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 9. WILLIAM H. GOIRDON ASSOCIATES, INC. DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF AN'Y EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASTED UPON AVAILABLE RECORDS AND DISCUSSION WITH THE OWNER. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE 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) CONTROLILED COMPACTION SHALL OCCUR IN ALL FILL SECTIONS FOR PAVEMENT, TRENCHES FOR UTILITIES, ANJD 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 LIMIT-ED 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 AL.L UTILITIES LINES UNLESS OTHERWISE NOTED. 16. CBR TEST SMALL 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 2% 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. a a U a co 0 0 N O N C 0 Z Cl) N U) z J d O N O co cm N C W VDOT GENERAL NOTES 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 VDOT RIGHT-OF-WAY SHALL HAVE A MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS. V12. ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE I 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 BACK FILL 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 UNDER DRAINS 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. V2 1. 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 ZONING REQUIREMENTS CURRENT ZONING: B-2 PROPOSED USE: SALES CENTER FOR PREVIOUSLY OWNED VEHICLES. ZONING REQUIREMENTS: MINIMUM SETBACKS: PROVIDED SETBACKS: FRONT: 50 FT. MINIMUM 50 FT. SIDE TO B-2: - 5 FT. REAR TO M-1: 25 FT. INACTIVE BUFFER 25 FT. 25 FT. ACTIVE BUFFER 25 FT. PARKING TABULATIONS: REQUIRED PARKING: 1/400 SF ENCLOSED FLOOR AREA = 1000/400 = 3 SPACES PROVIDED PARKING: EMPLOYEE AND CUSTOMER PARKING = 5 SPACES DISPLAY SPACES PROVIDED = 28 SPACES HANDICAP SPACES REQUIRED = 1 SPACE HANDICAP SPACES PROVIDED = 1 SPACE TOTAL SPACES PROVIDED = 32 SPACES F.A.R. CALCULATIONS: LOT AREA FLOOR AREA (F.A.R.) EX. CAR WASH = 3,588 SF 1.92 AC = 83i635.20 SF EX. HOUSE = 1,005 SF 5,593/83,635.20 = 0.067 (F.A.R.) AUTO SALES BLDG. = 1,000 SF SITE AREA IMPERVIOUS AREA PERVIOUS AREA OPEN SPACE CALCULATION REQUIRED PROVIDED 83,635.20 SF 30,767.76 SF 31,282.96 SF ZONE: B-2 = 15% 31,282.96 SF 1.92 AC 12,545.28 SF OR 37.4% SOURCE: ITE. 6th ED. VOL. 1, 2 & 3 TRIP GENERATION DATA CLASS USE TRIP RATE BASED ON AVG. RATE TRIP RATE BASED ON VPD 710 SALES GENERAL OFFICE 1000 SF. FLOOR AREA 11.01 1.005 x 11.01 TRIPS 11 837 AUTO - SALES PERSONS WEEK DAY 20 20 TRIPS x 5 DAYS = 100 SATURDAY 20 20 TRIPS x 1 DAY = 20 20 SUNDAY 20 20 TRIPS x 1 DAY = 20 847 EX. SELF SERVICE -CAR WASH WASH STALLS 6 STALLS WEEK DAY 21.60 21.60 TRIPS x 6 x 5 DAYS = 648 135 SATURDAY 26.50 26.50 TRIPS x 6 x 1 DAY = 159 220 EX. APARTMENT PERSONS 1 BEDROOM WEEK DAY 3.35 3.35 TRIPS = 16.75 SATURDAY 3.24 3.24 TRIPS = 3.24 4 SUNDAY 3.06 3.06 TRIPS = 3.06 710 EX. GENERAL -OFFICE 1000 SF. FLOOR AREA j 11.01 j 1.005 x 11.01 TRIPS 11 TOTAL VPD: = 181 BUILDING HEIGHT: MAXIMUM ALLOWED = 35' PROPOSED HEIGHT = 18' 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 ADJOINING PROPERTIES, RIGHT-OF-WAYS, AND APPROACHING AIRCRAFT BUILDING INSPECTION DEPARTMENT NOTES: 1. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 306, USE GROUP F (FACTORY AND INDUSTRIAL), 304, B (BUSINESS) FOR THE OFFICE AND 312, U (UTILITY) FOR TANKS, STORAGE BINS AND OTHER STRUCTURES, OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO Al 17.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 2. HC PARKING SHALL BE LABELED AND STRIPED 8' FOR VAN ACCESSIBLE. PLEASE NOTE THAT THE SPACE AND UNLOADING AREA SHALL NOT SLOPE MORE THAN 2% AND THE SIDEWALK ON THE ACCESSIBLE ROUTE SHALL SLOPE AT LESS THAN 1' IN 20' AT ELEVATION CHANGES OR SHALL BE DESIGNED AND PERMITTED AS A RAMP PER CABO Al 17.1-98. 3. A DESIGN PROFESSIONAL LICENSED IN VA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION AND SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ECT.) 4. ALL UTILITIES MUST -BE UNDERGROUND. Frederick County Sanitation Authority CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at s w.sGSa- 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. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall finish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set .to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 *inches. d) All components of the meter box assembly shall be in proper working order. 9. For 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 V2" 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 AS SE standard N. 1051 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard N. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and backflow prevention devices, and approve the designs and materials. UTILITY CONTACTS Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 (540) 869-1111 Power: Allegheny Power Phone: Bell -Atlantic P.O. Box 1458 P.O. Box 17398 Hagerstown, MD 21741 Baltimore, MD 21297 1-800-654-3317 (301) 954-6282 FIRE MARSHAL'S NOTE FIRE LANE MARKINGS AND SIGNAGE: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. FIRE FLOW DATA: STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: HYD# DO NOT ENTER' SIGN DETAIL MUTCD SECTION 213.34 SIGN R5-1 SEE SHEET 3 FOR SIGN PLACEMENT. R5-1 30" x 30" Nov 05 oo Ln Ln 0 0 o W N CV N F- O fl N - N \ z K WHGA MSN MSN CHECKED. CSB w a. a Q Q Cn V) .� N o .�. _ °' Z o i Q N � ^ N U)U � o' N - w � E o Z (n (v Q L X p a_ ® 3 o _ . . '® U�.3. U � LO O U > 't Ln Co N LLJ LLJ 0 Z W DATE SEPTEMBER) 2005 SCALE HORZ: N/A VERT: SEAL LTH o� r L o LOUISEI WICKER Lie. No. 038088 Q lksl_ S/ONAL F <. W O Z J Z W O lop F 0 EE 2 r t-: • A 0 W cc f '1 U ' W a O JOB 2343-0201 CADD 2343-NT.dwg 0 SHEET 1 2 OF 6 54-5-9 N/F JACK JOHNSON USE: VACANT ZONE: M-1 D.B. 779/PG. 462 m Z P-1 F, ,za 1,." o PROP. SCUPPER #2 w PROP. RIP -RAP I-0 c`4 co (2) --s: ck� Q_ m EX. EX. 5 NOTE: CONTOUR INTERVAL IS 1FT. FOR EXISTING AND PROPOSED CONTOURS. 54-5-1 N/F JACK JOHNSON USE: VACANT ZONE: 8`� 2 ilk M -7 -7 n /M n A (- r) * DENOTES ACCESSIBLE ROUTE FROM PARKING TO DOOR. wo—om ffi 1, Al rx tir "J"; UM MOP, MONUMENT SIGN 79 (sRRATE PERMIT Tc L qlEQ0lR10) 1 5io rN, g-tD 70c �31, PROP. PARKING 0aT [XiIRE TYP. F, SPACES ju PROP. RIP -RAP CL 1 TYPE A PRo PUNDER PHASE I BY GREENWAY ENGINEERING Z z B R #1 W# Z -03) DATED 08/06103 'p J. 4- A _4k C D U g 1-fl, A. y'Aw I At, r b TIE INTO 3 J., tz, `­AJ N, EX. CG-6 CL� iA iTTItT T tz Rt a-n* "'A eb-;_ 17.1 v A f cn q3j kit �7 2- wl. v h te-l� tz 11 0", Nt il N_ L) kle'll" 1*�' it- I' _7 prA, .- r-,-f J 7 A'y A ILI OljP �l i f i r - nv.- it RZ,"I'll "k f C AE5 Ww" W7 I il.,; N, 4 =1 4:4_ "OFF, s A Z;o AJ • x 4 k 3 all AD. < jjw TIM f a 0 v I 14D T": gg 5n�115` lEl f3 DEw e"a 0A PROPERTY I 20 10 CRAP TION NUMBER (PIN): 54-5-2 20 40 SCALE: 1 20' SURVEY WHGA DESIGN MSN/CJM DRAWN cim CHECKED CS13 co LLJ < < cn cn z: C) cn co c cl-4 N 0 cn E LLi 0, z u� Cn o 0 L: Q) ou u� u — (1) c 4 a- = 4 Q� 0 () L0 Lli u) 0 > � L0 E Co cl-A u� Lli LLJ Lli DATE I SEPTEMBER, 2005 SCALE HORZ: 1 "=20' VERT: SEAL NLTH 0 LOUISE ZWICKEIR L) I, I cl S" ul c, 0.038088 Q S-/ONAL kffi�q U) I now! lmwm� 'i ­e `, I,- 0 cr_ z 117- Q) T) (r 0 > _j W Z wo FDV c) mo cr- 0 W M 0 w n rr W LL Ir LLJ JOB 1 2343-0201 60 CADD I 2343-SP.dwg SHEET 3 0F 6 GENERAL NOTES 1. THE PROPERTY DELINEATED ON THIS PLAN IS PIN 54-(5)-2. 2. THE EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED BY WILLIAM H. GORDON ASSOCIATES, INC. I,N SEPTEMBER 2005. CONTOUR INTERVAL IS ONE FOOT. 3. THE BOUNDARY INFORMATION IS TAKEN FROM AVAILABLE RECORDS. (BY GREENWAY ENGINEERING PHASE 1 SITE PLANS APPROVED (BY FREDERICK COUNTY SP# 25-03 DATED AUGUST 6, 2003.) 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 DY THE FREDERICK COUNTY DEPARTMENT OF PLANNING AND DEVELOPMENT .AND/OR OTHtER'- REGULATORY AGENCIES. CONSTRUCTION NOTES 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 SIEDIMENT CONTROL PLAN FOR PHASING AND DETAILS. 3. THE CONTRACTOR SHALIL BE RESPONSIBLE FOR NOTIFYING THE OWNER AND THE ENGINEER OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION. 4. THE CONTRACTOR SHALIL 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 TIIMES. 5. THE CONTRACTOR SHALIL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES. 6. THE CONTRACTOR SHALIL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTIION AND SHALL BE RESPONSIBLE FOR COORDINATING ANY DISCONNECTION AND/OR ABANDONMENT OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATI�G 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, SHAILL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION. 8. CONTACT "MISS UTILITY"' AT 1-800-522-7001 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 DISCUSSION WITH THE OWNER. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE 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 EXISTIING 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 MADIE 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 2% OF OPTIMUM MOISTURE CONTENT PER AASHTO-T99 METHOD UNLESS OTHERWISE DIRECTED BY AN APPROVED GEOTECHNICAL REPORT. 17. CHANGES OR REVISIIONS IN CONSTRUCTION PLANS AND SPECIFICATIONS SHALL NOT BE MADE UNLESS FIRST APPROVED BY THE COUNTY ENGINEER AND OTHER APPROPRIATE AGENCIES. a 0 U n 00 0 0 N O N c� 0 z M N i) z a 0 N O cM V N C W U O VDOT GENERAL NOTES 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 VDOT RIGHT-OF-WAY SHALL HAVE A MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS. V12. ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE THAT VICINITY UNTIL AN ADEQUATE DESIGN VDOT. WORK SHALL CEASE IN C ATTENTION OF THE ENGINEER AND DO Q 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 BACK FILL 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. VI 5. VDOT STANDARD CD AND UD UNDER DRAINS 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. V2 1. IN ACCORDANCE WITH SECTION 3,02.03, 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 ZONING REQUIREMENTS .CURRENT ZONING: B-2 PROPOSED USE: SALES CENTER FOR PREVIOUSLY OWNED VEHICLES. ZONING REQUIREMENTS: FRONT: SIDE TO B-2: REAR TO M-1: PARKING TABULATIONS: REQUIRED PARKING: MINIMUM SETBACKS: 50 FT. MINIMUM 25 FT. INACTIVE BUFFER 25 FT. ACTIVE BUFFER 1/400 SF ENCLOSED FLOOR AREA = 1000/400 = 3 SPACES PROVIDED PARKING: EMPLOYEE AND CUSTOMER PARKING = 5 SPACES DISPLAY SPACES PROVIDED = 28 SPACES HANDICAP SPACES REQUIRED = 1 SPACE HANDICAP SPACES PROVIDED = 1 SPACE TOTAL SPACES PROVIDED = 32 SPACES F.A.R. CALCULATIONS: PROVIDED SETBACKS: 50 FT. 5 FT. 25 FT. 25 FT. LOT AREA FLOOR AREA (F.A.R.) EX. CAR WASH = 3,588 SF 1.92 AC = 83;635.2-0 SF EX. HOUSE = 1,005 SF 5,593/83,635.20 = 0.067 (F.A.R.) AUTO SALES BLDG. = 1,000 SF SITE AREA IMPERVIOUS AREA PERVIOUS AREA OPEN SPACE CALCULATION REQUIRED PROVIDED 83,635.20 SF 30,767.76 SF 31,282..96 SF ZONE: B-2 = 15% 31,282.96 SF 1.92 AC 12,545.28 SF OR 37.4% SOURCE: ITE. 6th ED. VOL. 1, 2 & 3 TRIP GENERATION DATA CLASS USE TRIP RATE BASED ON AVG. RATE TRIP RATE BASED ON VPD 710 SALES GENERAL OFFICE 1000 SF. FLOOR AREA 11.01 1.005 x 11.01 TRIPS 11 837 AUTO - SALES PERSONS WEEK DAY 20 20 TRIPS x 5 DAYS = 100 SATURDAY 20 20 TRIPS x 1 DAY = 20 20 SUNDAY 20 20 TRIPS x 1 DAY = 20 847 EX. SELF SERVICE -CAR WASH WASH STALLS 6 STALLS WEEK DAY 21,60 21.60 TRIPS x 6 x 5 DAYS = 648 135 SATURDAY 26.50 26.50 TRIPS x 6 x 1 DAY = 159 220 EX. APARTMENT PERSONS 1 BEDROOM WEEK DAY 3.35 3.35 TRIPS = 16.75 SATURDAY 3.24 3.24 TRIPS = 3.24 4 SIUNDAY 3.06 3.06 TRIPS = 3.06 F710 r EX; GENERAL -OFFICE 1000 SF. FLOOR AREA 11.01 1.005 x 11.01 TRIPS 11 TOTAL VPD: = 181 BUILDING HEIGHT: MAXIMUM ALLOWED = 35' PROPOSED HEIGHT = 18' 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 ADJOINING PROPERTIES, RIGHT-OF-WAYS, AND APPROACHING AIRCRAFT BUILDING INSPECTION DEPARTMENT NOTES: 1. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 306, USE GROUP F (FACTORY AND INDUSTRIAL), 304, B (BUSINESS) FOR THE OFFICE AND 312, U (UTILITY) FOR TANKS, STORAGE BINS AND OTHER STRUCTURES, OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO Al 17.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 2. HC PARKING SHALL BE LABELED AND STRIPED 8' FOR VAN ACCESSIBLE. PLEASE NOTE THAT THE SPACE AND UNLOADING AREA SHALL NOT SLOPE MORE THAN 2% AND THE SIDEWALK ON THE ACCESSIBLE ROUTE SHALL SLOPE AT LESS THAN 1' IN 20' AT ELEVATION CHANGES OR SHALL BE DESIGNED AND PERMITTED AS A RAMP PER CABO Al 17.1-98. 3.. A DESIGN PROFESSIONAL LICENSED IN VA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION AND SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ECT.) 4. ALL UTILITIES MUST BE UNDERGROUND. Frederick County Sanitation Authority CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at w� w.flcs<i- 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. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall finish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For 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 V2" 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 roust meet AS SE standard N. 1051 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard N. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and backflow prevention devices, and approve the designs and materials. UTILITY CONTACTS Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 (540) 869-1 111 Power: Allegheny Power Phone: Bell -Atlantic P.O. Box 1458 P.O. Box 17398 Hagerstown, MD 21741 Baltimore, MD 21297 1-800-654-3317 (301) 954-6282 FIRE MARSHAL'S NOTE FIRE LANE MARKINGS AND SIGNAGE: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. FIRE FLOW DATA: STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: HYD# DO NOT ENTER SIGN DETAIL MUTCD SECTION 2B.34 SIGN R5-1 SEE SHEET 3 FOR SIGN PLACEMENT. R5-1 30" x 30" Nov 05 co Ln U-) 0 0 o w N N N F- CD D N \ Cn -z w ME 0 U z w � z 0 0 LLJ o � o Z Q CD Z z Z o z N w w z mi � w = ME o w U 0 � r WHGA MSN MSN CHECKED CSB w n Q Q r C/) .� N z ca o i J . co Q0 N N � C/) o E w (� zLn0 z U. g Lxo c > - LL a o ®_ • - ® U r 3. LO o " �' > t E� CU N U o' w w z 0 z w DATE SEPTEMBER, 2005 SCALE HORZ: N/A VERT: SEAL ALTH_4� r O � off' C) LOUISE WICKER -o Lic. No. 038088 Q SIONAL E� � 0 W (>>n Lu> a_ V) H O Z J ILLI Z LLI (D o W_ U w 0 a JOB 2343-0201 CADD 2343-NT.dwg SHEET 1 2 OF 6 _V 54-5-9 N/F JACK JOHNSON USE: VACANT ZONE: M-1 D.B. 779/PG. 462 V 15 n Tz-� NOTE: CONTOUR INTERVAL IS 1FT FOR EXISTING AND PROPOSED CONTOURS. Ex. GRAT N� AND GRAOG �Imntaoc&Affl ,, Top co !zS PROP. SCUPPER #2 ZI PROP. RIP -RAP F. C-) ij �m EX. �� B i ,����, P.a A � 6/ '4 EX.\ V 5-/) '4- * DENOTES ACCESSIBLE ROUTE FROM PARKING TO DOOR. DEED NORTH 54-5-1 N/F JACK JOHNSON USE: VACANT a. Z 0 N E: 13"" 2 % D.B. 779/ PG. 4621 ,op 16,xlo' SJRIPING'1111��' PR PROP. VAN A�f ACCESSIBLE 'ESS��LE SPACE VAN ACIC PROP. H-C- H-C- s2icl RAMP CG-12 W*ING SIG TM, 679 '19 277 4.8( ........... 681 mop". MONUMENT SIGN 81 + 60, 81 80 Ll (SEP�RATE PERMIT 82X PROPOSED SALES 79 T4 CD. REQUIRED) BUILDING 81 5.0' J x 36 ).0' 4511 t+ ns q YP. 1000 S.F. �j 6 86 82. C) X 4 10.0 FF. 82 82 I 1--�i R PROP. PARKIN,G PROP SAN C.O.. Ty LOT FIXTURE P11, ?Qc NOW5 �R 8 LTC cG-6R 41 Qj PROP .� RIP-', RAP 7' 100, 'L 1 TYPE A 0 C PROP, 'HASE I Y f2RE�NWAY ENGINEERING) rc Tv� �P) PROP. P.,,,, UNDER F 8 , C> Q_ 'WUPPER #1 (SP# �5-03) DATED 08/0§/03 Ilk 7 24' A"I I wa"t: 1 -PROP A 40 Ic PC • % % 0h 1' di11" EX. -P,ER d iZ A' ji k JL 'I ' Z� <z '6 1420 f 4 �N DO NO TIE INTO PROP. V , - - 4�� '�C IE INTO - EX. CG-2 (ENTER SIGN EX CG6 ..... . .L... `-TS) V"— R t; A, ... .. .. .... CLEARING GRADING F AND 13, )pqf�� A 14 ITS 0 k 4 '�,j 4, g 'so" ,ZZA z;x4'F' LA_ na PROP. STRIPING _u TO DIRECT: j'1z1z7-" D�'m 'IMP 114 Y4—i It 1Wn A 4", bf-f Y, 0 J'."5 v#ro U,.-n" A I F, 5 4 - 5 AS CCE5 P, AIL 121-oku"irill; TION NUMBER (PIN): 54-5-2 20 10 0 20 40 GRAPHICAL SCALE: 1 20' SURVEY WHGA D E S I_G'_ NA MSN/CJM I DRAWN cim CHECKED CSB U) u < co U C) Z. z cu :3 0 Lf) _0 LLi E x L C�) 0 73 L_ o Q) II r- 3d0 — L) EL --c- -I- () 0 C>- ± (n Ld > Lo cu Lf) LLJ LLI Z� (D :Z LLJ DATE SEPTEMBER, 2005 SCALE HORZ: 1"=20' VERT: SEAL I C) LOUISE ZW CKER u i'c' Cie. o. 038088 ct� 41.1 �SS/ONAL ci Ld V) r)rw 11r- f"% ­e I� � 14- 0 cr_ z II-_ 0 W cc > ch 0_j z EE �- 0 UJ Z < II,- Z) wo 0C) Ld U QY W 0 w W LL Lu F_ Q JOB 2343-0201 60 CADD 2343-SP.dwg SHEET 3 OF 6 0 b S a. b r 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. IRS DA EXISTING LEGEND PROPOSED -- BOUNDARY & R/W LINE -- EASEMENT LINE EDGE PAVEMENT CENTERLINE — — _______..,:-.---_--_...__.,._. FENCE LINE X X -- - -- - ...... ; -- -_ GAS LINE G G OHE ________-- OVERHEAD ELECTRIC OHE OHE --- ;jk'_E_ UGE --- -- Ui",E -- -- UNDERGROUND ELECTRIC LINE UGE UGE UGE H; r-------_ 0H ; OVERHEAD TELEPHONE LINE ❑HT ❑HT ❑HT UGE uGE UGE UNDERGROUND TELEPHONE LINE a PROP. 8" W M WATER MAIN—T.— ` `' J` I ' 0 � BUILDINGS RE"VIOVE L RETAINING WALL E.X. CONC, S/'N' SIDEWALK a SEX } / EX. \ EXOTIC MOTOR SITE DEVELOPMENT PLAN CURB & GUTTER CG-6 TRANS CG-6R SANITARY SEWER omk'd 8m SAN. SEW D4 24" STM SEW STORM SEWER r>= DITCH, SWALE OR SMALL STREAM TREES (DRIP LINE OF TREES) AI' I / i \ �._ 1_ • �' \='.�`i`%�"aN CTSx`f�-3 _.2: .: '1.���S5r �_��fl�fiw'.+ Y�`'11.:f�.."W.` i.l i�i�k'�a'.I 39 ____ __._......_ ._.._. ___ _ CONTOUR LINE 389 ,188 SPOT ELEVATION +86 50 +87 TOC AAM FREDERICK COUNTY, VIRGINIA, (PIN)-. 54-5-2 OWNER: DARIEN LLC 126 COLE LANE WINCHESTER, VA 22602 TELEPHONE- (540) 539-5393 DEVELOPER: ANIL BHATIA 8016 CENTERVILLE ROAD MANASSAS, VA 20111 TELEPHONE (571) 344-0795 FAX (703) 392-8581 William H. Gordon Associates, Inc. Engineers Land -Planners -Landscape Architects- Surveyors 24 West Piccadilly Street, Suite A Winchester, Virginia 22601 (540) 542-1737 (540) 542-1923 Fax PROJECT MANAGER: CLAUS BADER, P.E. APPROVAL BLOCK SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR _TDATE LIST OF DRAWINGS 1. COVER SHEET 2. GENERAL NOTES 3. SITE/GRADING PLAN 4. SOLIS MAP AND EROSION & SEDIMENT CONTROL PLAN 5. LANDSCAPE PLAN AND DETAILS 6. DETAILS VICINITY MAP SCALE: 1 " = 1000' Ln o � w p N Z O N_>> L� Cn �E w M M O v U �o z SURVEY WHGA DESIGN CSB DRAWN MAC CHECKED CSB N U w U Q C — w Q U ® a> +, N N N --t O -N to I� N ��E Z � — Z N Cy X o a 0� Z On ® w U CO ' L0 � U L0 0 O .�: C o CD jLO > v E It N ca CV w w z z w DATE SEPTEMBER, 2005 SCALE HORZ: N/A VERT: SEAL 0P U U BADER 0.02 704 a SSIoIL�Cs (n OC �< 3 H Z < Q >= Z `� v W � Y O U mV ® w � W ® m X ® OC LL � w U w 0 a JOB 2343-0201 CADD 2343-CS.dwg SHEET 1 1 OF 6 i GENERAL NOTES 1. THE PROPERTY DELINEATED ON THIS PLAN IS PIN 54-(5)-2. 2. THE EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED BY WILLIAM H. GORDON ASSOCIATES, INC. INI SEPTEMBER 2005. CONTOUR INTERVAL IS ONE FOOT. 3. THE BOUNDARY INFORMATION IS TAKEN FROM AVAILABLE RECORDS. (BY GREENWAY ENGINEERING PHASE 1 SITE PLANS APPROVED (BY FREDERICK COUNTY SP# 25-03 DATED AUGUST 6, 2003.) 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 IFV 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 CURRENTT 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 ACTIIVITIES. 6. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTI%4 AND SHALL BE RESPONSIBLE FOR COORDINATING ANY DISCONNECTION AND/OR ABAtVDONMENT 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 1-800-522-7001 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 EXIS TENCE OF ANY EXISTING IUNDERGROUN D UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS AND DISCUSSION WITH THE OWNER. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHIALL 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 AIREA 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 ELEVATIONIS 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 LIINES UNLESS OTHERWISE NOTED. 16. CBR TEST SHALL BE PERIFORMED 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 2% OF OPTIMUM MOISTURE CONTENT PER AASHTO-T99 METHOD UNLESS OTHERWISE DIRECTED BY AN APPROVED GEOTECHNICAL REPORT. 17. CHANGES OR REVISIONS IIN CONSTRUCTION PLANS AND SPECIFICATIONS SHALL NOT BE MADE UNLESS FIRST APPROVED BY 'THE COUNTY ENGINEER AND OTHER APPROPRIATE AGENCIES. VDOT GENERAL NOTES 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 VDOT RIGHT-OF-WAY SHALL HAVE A MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS. V12. ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL WHERE CBR TESTING IS REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES. V14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACK FILL 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 UNDER DRAINS 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 ZONING REQUIREMENTS CURRENT ZONING: B-2 PROPOSED USE: SALES CENTER FOR PREVIOUSLY OWNED VEHICLES. ZONING REQUIREMENTS: MINIMUM SETBACKS: PROVIDED SETBACKS: FRONT: 50 FT. MINIMUM 50 FT. SIDE TO B-2: - 5 FT. REAR TO M-1: 25 FT. INACTIVE BUFFER 25 FT. 25 FT. ACTIVE BUFFER 25 FT. PARKING TABULATIONS: REQUIRED PARKING: 1/400 SF ENCLOSED FLOOR AREA = 1000/400 = 3 SPACES PROVIDED PARKING: EMPLOYEE AND CUSTOMER PARKING = 5 SPACES DISPLAY SPACES PROVIDED = 28 SPACES HANDICAP SPACES REQUIRED = 1 SPACE HANDICAP SPACES PROVIDED = 1 SPACE TOTAL SPACES PROVIDED = 34 SPACES F.A.R. CALCULATIONS: LOT AREA FLOOR AREA (F.A.R.) EX. CAR WASH = 3,588 SF 1.92 AC = 83,635.20 SF EX. HOUSE = 1,005 SF 5,593/83,635.20 = 0.067 (F.A.R.) AUTO SALES BLDG. = 1,000 SF SITE AREA IMPERVIOUS AREA PERVIOUS AREA OPEN SPACE CALCULATION REQUIRED PROVIDED 83,635.20 SF 30,767.76 SF 31,282.96 SF ZONE: B-2 = 15% 31,282.96 SF 1.92 AC 12,545.28 SF OR 37.4% SOURCE: ITE. 6th ED. VOL 1, 2 & 3 TRIP GENERATION DATA CLASS USE TRIP RATE BASED ON AVG. RATE TRIP RATE BASED ON VPD 710 SALES GENERAL OFFICE 1000 SF. FLOOR AREA 11.01 1.005 x 11.01 TRIPS 11 837 AUTO - SALES PERSONS MEEK DAY 20 20 TRIPS x 5 DAYS = 100 SATURDAY 20 20 TRIPS x 1 DAY = 20 20 SUNDAY 20 20 TRIPS x 1 DAY = 20 847 EX. SELF SERVICE -CAR WASH WASH STALLS 6 STALLS WEEK DAY 21.60 21.60 TRIPS x 6 x 5 DAYS = 648 135 SATURDAY 26.50 26.50 TRIPS x 6 x 1 DAY = 159 220 EX. APARTMENT PERSONS 1 BEDROOM WEEK DAY 3.35 3.35 TRIPS = 16.75 SATURDAY 3.24 3.24 TRIPS = 3.24 4 SUNDAYY 3.06 3.06 TRIPS = 3.06 710 EX. GENERAL OFFICE 1000 SF. FLOOR AREA r11.01 1.005 x 11.01 TRIPS 11 TOTAL VPD: = 181 BUILDING HEIGHT: MAXIMUM ALLOWED = 35' PROPOSED HEIGHT = 18' 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 ADJOINING PROPERTIES, RIGHT-OF-WAYS, AND APPROACHING AIRCRAFT BUILDING INSPECTION DEPARTMENT NOTES: 1. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 306, USE GROUP F (FACTORY AND INDUSTRIAL), 304, B (BUSINESS) FOR THE OFFICE AND 312, U (UTILITY) FOR TANKS, STORAGE BINS AND OTHER STRUCTURES, OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 2. HC PARKING SHALL BE LABELED AND STRIPED 8' FOR VAN ACCESSIBLE. PLEASE NOTE THAT THE SPACE AND UNLOADING AREA SHALL NOT SLOPE MORE THAN 2% AND THE SIDEWALK ON THE ACCESSIBLE ROUTE SHALL SLOPE AT LESS THAN 1' IN 20' AT ELEVATION CHANGES OR SHALL BE DESIGNED AND PERMITTED AS A RAMP PER CABO A117.1-98. 3. A DESIGN PROFESSIONAL LICENSED IN VA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION AND SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ECT.) 4. ALL UTILITIES MUST BE UNDERGROUND. Frederick County Sanitation Authority 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. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall finish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For 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 V2" 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 N. 1051 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard N. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and backflow prevention devices, and approve the designs and materials. Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 (540) 869-1111 Power: Allegheny Power Phone: Bell -Atlantic P.O. Box 1458 P.O. Box 17398 Hagerstown, MD 21741 Baltimore, MD 21297 1-800-654-3317 (301) 954-6282 FIRE MARSHAL'S NOTE FIRE LANE MARKINGS AND SIGNAGE: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. FIRE FLOW DATA: STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: HYD# DO NOT ENTER SIGN DETAIL MUTCD SECTION 2B.34 SIGN R5-1 SEE SHEET 3 FOR SIGN PLACEMENT. R5-1 30" x 30" Nov 05 N I C I z W 0 v z w a- z o 0 Eli o � z z z z a U o z w U o a � o N Z SURVEY WHGA DESIGN MSN DRAWN MSN CHECKED CSB v w U (' C w Q U 0 N � +, N Z O vo V) ro N � ® -N � W a� v o w E LO 0 Z Z < (n tT g �-xo a O E: o . g'ov�h3 O U N U LO �_Cnc > o: LO v � W N W w w Z 0 Z w DATE SEPTEMBER, 2005 SCALE HORZ: N/A VERT: 40 TH Opt, I .,gam US S. BADER b No. 2 704 IA: �SIONAL � W s N a 0 0 Z Z U OC Z = Q 0�- 0 w t /� 3 ® V 0 LiJ 0 ® J a `> O Z W Z 3 J =W U co O LLI <Y Z W F ® W 3 �W CO ® _ W LL o W� 0 W N o a W a o JOB Z 2343-0201 U 0 W CADD o 2343-NT.dwg o 0 N SHEET = 2OF6 0 U • DENOTES ACCESSIBLE ROUTE FROM PARKING TO DOOR. Nlr'I r DEED NORTH NOTE: CONTOUR INTERVAL IS 1 FT. FOR EXISTING AND PROPOSED C) 11 P CONTOURS.' ROKING SIGN 1 j - SPAR { , ,e6' •�. d �3 �6'4' PROP. STRIPING C�, PROP.ii��VAN EX. GRATE ;INLET % ACCESSIBLE SPACE ' / I - GRADING — Top'. 68b.84 r° PRO?. H.C. VAN ACCESSIBLE �k OF., ERRING / EX. \ INV GUT ' 678.33 RAN(P CG-12 T PROPERTY tJNE SHOWN W/ \ 4 k t ,� �, � �02'19 22_E_--274:86 / / OFFSET FOR CLARITY.b,r,. 681 so.5 , SIGNS" PRO. MONUM / _r$1+ 1 8 TE PEMiT j - BACK 50 s (SEPRA I i 8t PROPOSES SALES o 7s� REWIRED) ) 1 IRED i a BOIL I t PROP. CG-f/ DING 81 5.0' j 41CI Mu I c l e314 _ r 1000 S.F. . s. 10 !, FF. EL.— � �,ill //ITI c PROP SAN C.O. 2 } • ,R c, � � � /lam � . �• �� , PRO. PARKING I ,� • i 1 �y �.• � E , ��o LOT iFlXTUR TYP.) .ti i CG 6R " PROP. - R G _ =y . � (�� 82� i P � I � DISPLAY SPACES � :.: _. LOT co FlE TYP. ff 2BQ - -- g .. ::.. • ;; : :..:: ...: �f ` �r ;t 10.0' CROP.T,YPE4RAP -- 8 5 R cn�P'� m PROP. PROP. UNDI: PHASE 1 BY tGREENWAY ENGINEERING) .:..... .... + 24 `' 5P# 5 03) DATED OS O6103 . ...... ... . , 682 " �`"SCUPPER #1 ( , -5 ��; 7C cn o PROP. SCUPPER #2 -M PRO f CG --- * t� M: _ ( _ - c _ f 61f� 24 � 83� SAN C 0 PROP `Cry—.f���`' I ! - mC « a 6R I -q. .v •4J I j{ fi Cx ` -• ^^ G l !i .3 .. 8`L »^.� ray r i r PROP. RIP RAP 1_ PROP": 6 - ¶ _ _:3. 1 E ' CL1 TYPE A , w 82T� , , .. _ IX. CG-2 -' si �.a�1% R = E INT � i �: r D, (Zj am -•- _ .____ - � t i „m t �� _ N L'tarl -1 - E ___._•-_. , ' Wit;. 6 �d !. �`'• ,„ '=/t t, .. t EX. 20'��`L PROP. DO NOT , :. �--Ek IN V � _ � PROP. DO` NO � TIE INTO � --�- - `( tEs�,z �. TIE INTO r ; v PROP. 2 CY VOLT <_ ; Jf ,- _,..� ENTER SIGN , . - �. L' s��"�b -== =' _ �L EX. CG--2 CENTER SIGN s� IX. - I, ' € { °` ! / ✓F {' �w mm _ CG 6 ENCLOSURE ,l -- �� " - . .��� .. „•,� _ _ - _ �; a o, NIT t�;�' �� j � � �� � VERIFY DUMPSTER W/ -- EX,I. -. Q Q cL SHT. 6) -`1, _. _ I `a . r I 1 S (SEE DETAIL r _ _- GRADING � � 1JMITS OF CLEARING AND, -- k a PROP. 12'x30 1 / - 2,, . _ r lil kg i`I 4 / l j CONC. PAD 6 // Cif `~-- :• l� g EA(� 11*l §} I ' (SEE DETAIL SHT. ) 633Q}-. i - I U " PROP. STRIPING tar , l - TO DIRECT 1 IIa VEHICLES 1T0 L� ti 4 j Las t ' PHASE I �'' -"_ ._THE PROPER � to cr Q %- '► "' $ "" ENTRIk CE- tu 'r { t z / % BY GREEN kY ENGINEERING A i'd;, I IIj co aw, APPROVED SP 25 03 1i 1_JV f j 4 9 k a EX. t /CIO EX � SAKI, Utf DATE 08-06-03 � �� �- 1 'A) i'� 4 \PHASEE I LUA 4 l �� �'�I`-;f1T is l =;mod:" � ! ! � } 4 f € I W I TT EX.w ��.�: ISO I�a 5 %`�{�--OL~r�Tlr,+ J', �'0 1 1 I I •'a'� ``fir .r.r, _^•t1 r �lCij ,may �'.��.. �.+"".!' ` } .r'°°" / )�f I '•,F '••y{• k � � y�.l � 1 L✓ -a}.» ~ xr' ,�j��' :j � ; r,y �# � � � { � . * ,,,,." / F ��� i" lam• _ "i � � � i / J', t ' X. P3I~ G�. PIEMOVED ` i M TO I t t iidT '� .DG. i`1oi1i- 3 f } w �j C �tqi '� 7 ?� �\ � € s r fed« 1OI 1�`s 7C _ • ' Fed c, L %iU I TW p °° -�� i % t� !� I. r.✓ ,.✓'' Cjt'^` .�"/ , "�,� _ !fu S !"e.. 7'!'•4• i{ :.a "Ky� 6 ,,,• ^^ d_."'.. ? - I It-, ;`lir< 1W'LA�T / EX. JL iT C, i i'°t µme" A i t i '• \ 6A 5' FON r t TO n ' - IIk V OUT fo 5•0 . -- '' �n,.- .._.., .. �i:�i�'' f' , } •� � w � �. � {-t1 -,�� �;ry } I i� Tr./ EX. \ �,.� 'I,.� CL#Li �? II �r' y �, � '�' �2�j / EX. \ � �3 �-�t �� � �f.�.��f`"fl'-- � _.._ €�« d:�3' __---• -�-- - f L � � 7� _; ;��1 I�I:��'�f 12 1 GENERAL C}FF9CZ is I Y EX TUJO ,} �q jl J �, .t } IX (o-1- '2 ` a k ,I i UP PLUG I x} plzt / I 'tom "ids-,` \, `�- i YY, ;�.. _ 4'02"w 2'?' -�-•.. —... .., -•�S 342.E � � � �• ... - r3 JXs r 06' 1 17 Ex. fi 0,hLT.�CT ' _ .1 - �- f _,` "" ..•• ; f ' r f `�`x : � ' r; �,, �, ,.�. ,„, . _ _ - _ 7 _ _ "" ,,.d{ A4 _ _ - 4 � IyIEt t. 1 .( :. ?N iT i _ ✓ y 4 j _ .,.4' {.y,_... 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FICATION NUMBER (PIN): 54-5-2 20 10 0 20 40 60 GRAPHICAL SCALE: 1 " = 20' CD z z z o z W o c o N Z SURVEY] WHGA DESIGN MSN/CJM DRAWN CJM CHECKED CSB U w U Q C w Q 1 U M <D �, N z cf no i IN V - 041 N to w c E z ,'—vU ZINC (n 01 x o C ' 3 p . Z: L a) h 3 �r V ( 0to _— �J_ � �o � C c -- Ri N � y w w z 0 z w DATE SEPTEMBER, 2005 SCALE HORZ: 1 "=20' VERT: 00I, y r. PTOML C BADER �' No.025704 'P SIUNAL �J Cc c)a 0 oc z c!) Z � (J) ©> 0- 0 Q CD ZuJ tr Z rQQo ti CO) O 0 V U QY LdM gV cc W O m w W X wU. W U w O d JOB 2343-0201 CADD 2343—SP.dwg SHEET 3 OF 6 C) O W C) O EROSION1 CONTROL 1 NO. KEY SYMBOL TEMPORARY STONE 3.02 ® ��. �, • l`idR ~i• ����� +� i! CONSTRUCTIONENTRANCE 3.05 SF X SILT FENCE 3.07 IP ® STORM DRAIN INLET PROTECTION LG-ES LIMITS OF CLEARING & GRADING n s-=- EXISTING DRAINAGE DIVIDE SO1ILS MAP SSCALE: 1 "=200' PROPOSED DRAINAGE DIVIDE •'• 9B I ..... 41E / • Piker RL 7— Ile dr \ I 41 E I •' 41 C • 9B �• 16. N - I • 41E . 1B• SOIL NAME TEXTURE PERMEABILITY HYDROLOGIC SOIL GROUP 1B- BERKS CHANNERY Silt Loam Moderately C 9B- CLFARBROOK CHANNERY Silt Loam Moderately Slow D 41 E-WEIKERT BERKS Silt Loam Moderately Rapid C EX. SUB -AREA 2A UNCONTROLLED �i 0.40 AC .-" C _0.50 AII .max° ,.-�`�— �;•- r �, <. ` � ter`.; /"-' �`� � �' 4 '-^ -�., �. -�-�'-�.�..,,.�•.,,...-•�---�"� � / ;�-�`.'-J / ,.m,.mrc.�„s�o:•:�,.�•.. c.,.....�. .�?x.*�x���.w, �wm�a, .vrt.emm _""-` _ .o,�,v+meei, DEED NORTH 1 NOE- CONTOUR Im- AI FT., r SUB -AREA 1 FOR CA,11 E,1tit P111,10 1�1l0P ,. _ .... ,` UNCONTROLLED �0G-7. : a 0.16 ` A- C ; g C- 10.304 SF DING liltlS OFGCEARiNG`� / EX- JNESHOWN WI 4 q -_- 6T ;AT PROPERTY OFFSET FOR CLARITY. I SF 73 - ► lOP05or SALES 6 P� - oo)lp 4 S S.F..: ` ` l GRA CONSTRUCTION I F EL = 682.86`, .1 AC TEMP. WASH RACK r , } ;. ENTRANCEWJ 1 EX.SUB-AI 1 r z UNCONTROLD I , _- s�; \ �� �. ♦ �' l ------ I I _ C -0_451 T fn R JECT AREA - E 114 { ,> _ ---S_COPPER 2 TO SCUPPER PROP.1 RIP -RAP 0.05-AG # �; . � - - I CL.1 TYPE A , I T_ C� 0.18 AC i PROP. PROP. I UNDER PHASE 1 B`( GRENWAY ENGINEERING) C 0.80 ` I � `` COPPER #1 (SP# �5-03) DATED 08106/03TAP }" SF A_p� 1 3-` IT'1 'v._.� / I EX. '7» S i� ''-tT. pi [nS r ,k �'� i t( N - ✓:_. -.�" / x ..,,vy llt!F LlJ I.w Ifi.,, 2Q` jL ESM,, ..._..,. 1 •� / '4tF ...« gym; ` , r ! _ t-' 1 i � LIN r✓ i-OCA ii / :t I e a7 � I LIMITS OF CLEARING AND GRADING L^ h SEX. SUB -AREA 2� ! / tiut . CONTROLTO POND f / _''�-a 4• ' LED ✓ - i (�4 1?1wT,411.1N - - C _0_87 Y�6r ( ? 3 a.w tfN{ A F 111 Fy + 11�b3µ j i it 1 i I � 4 �A 4 i' 14 L< r.��JXs Cc T A,CT FR) 61HA' L.L !�114NCE t, 41.'5 1. W. GUM 1 fi , C, i CA; H,4 ''LD EF,IFTC%�C- 0 -t E 'END --C-LE LANE), _ I € � L Pam.. W /A U,' R1A-, PI m -10 IN rm•anmce ..«rM:;rc. �-•a ._-.-. x-o �mmam w.e�mo�er.�:e-�.x�:3..rar:�:•� asserwcen acasa.... a+-cwic�.n aYauc— e=.n e..�ua�nmsxer w+mw mmu.�vs v� �.armum.�sxx�a�w,+e er. .._�..-�. et�ragsa +are��uv mrau' a-veta _ �•.ya � .ass. .tea.. nava.•a.a - sr•U ' (4J" i ` st d"Y9..eF 4s.�!- r '•q Cf `••`�, NOTE: THIS SHEET FOR SOIL INFORMATION AND EROSION & SEDIMENT CONTROL PURPOSES ONLY. 20 10 ° 20 NEI 40 60 GRAPHICAL SCALE: 1 " = 20' z w O CJ SURVEY WHGA DESIGN MSN/CJM DRAWN CJM CHECKED IJ 1-- U w U (� Q C w ¢ Q ZN 0 O) :!s ^ N 11 0 C -It E rn ZQ(n ¢J x v C r2 L U 3 0��,� N0��� U L0 .) C > � L�Lo -- Rs N w u1 z CD z w DATE SEPTEMBER, 2005 SCALE HORZ: 1 "=20' VERT: SEAL n x o o C U ER o.025704 W O SI NAL Jv/ U 0 ~ U Q 0 0 Z cj)g �> o Q a �= t�% M � Z C�3 I.- = C/)0 O U Q se V) 7-0 ckf O F_ ?W w mp o Z O w i� Q x Q W J O JOB 1 2343-0201 CADD 2343-ES.dwg SHEET I4 OF 6 4 DEED NOR1N { .. AR AR } 1 AR IC 4. a QP 1 2 r 5M. 1 IC QP 2 �µ1J.S;OF-�GCEARiNG AND GRA NG X. A 17 w 1 LINE SHOWN W/ 4 > fi AT PROPERLY OFFSET FOR CLARITY.% .Ail } PA PROPOSED SALESI � 11 QP _ y � � I i BUILDING 4 L X 6 - 6882.86 IC ._., Imo; PROP E. L. I� 5 I ;c I i 4 PROP SAS! C.O�- PR P PARKING `n RAIS LANDSCAPED ISLAND t i �TAR�1 IRE {T? P.) I I 1 I ! OR PARING �` - � � ICOEX. WILLOW OAK TO REMAIN f F1' TURE (fYP.) 0 `, QP � - I t.. ; . �`.. _ PROP. RIP -RAP ; 1 — r I, m: I CL.1 I PE A P QP { /�� .. IC i I U t QP - - - PROP. UNDER PHASE 1 }B�' R+V,�Y �Gii\�EERING) / (1F' \ i l r -� I1 I P ,� 1cn11 Or n;'� nnTM r° n In PRf1P RIP -RAP m I � o � PROP. 2 Cy VOL:� j i m `�` DUM?STER 'W/vNCLOSURE / v � {SEF DEfA.IL SHT. 6) � S rl Q Q PROP. 12 ! O ti o (SEE DETAIL S�I7 6) n /* a z � � Q G-_rEX.1 B� 4 LX, � "• A4 r EP UT VKttIVVVHT tIVVIIVttKIIVv APPROVED SP# 25-03 DATE 08--06-03 A PLAN 20 10 0 20 40 60 GRAPHICAL SCALE: 1" = 20' SHRUB SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO O PREVIOUSLY EXISTING GRADE. THIN BRANCHES AND FOLIAGE ,. i (NOT ALL END TIPS) BY 1/3 M cll� o w q,.) RETANING PLANT SHAPE. GUY WIRE #12 GAUGE `'w REFER TO SPECIFICATIONS 2 STAKES w �c� C—) FOR ADDITIONAL INFORMATION. RUBBER HOSE SAUCER AROUND 0 Z mi SHRUB O° w' MULCH �'''1111111111111111181 a""""' """""IIIIII Illilllll II° TREE WRAP WITH 50% OVERLAP CUT & REMOVE BURLAP FROM I i—_ T 2" DOUBLE SHREDDED HARDWOOD TOP 1 /'3 OF SHRUB BALL As SHOWN. 1 MULCH/3- SAUCER. PLACE TOP 1 /8" OF —III III 1 ROOTBALL ABOVE FINISH GRADE PLANTING SOIL MIX — SCARIFY SUBSOIL TO MIN. 8" ROOTBALL-REMOVE TOP 1 3 OF / LIMIT OF BARE ROOT SPREAD BURLAP AND CUT ROPE AND/OR I I I I REMOVE WIRE BASKET FROM BALL — —I —I BACKFILL * FORM SAUCER ONLY WHEN LIGHTLY COMPACTED SETTLING MOUND PLANTING INDIVIDUAL SHRUB. 6" MIN. SUBGRADE TYPICAL PLANTING DETAIL-- TREES UNDER 2-1/2" CALIPER TREE2 (NOT TO SCALE) SHRUB PLANTING DT-SHRUB (NOT TO SCALE) LANDSCAPE SCHEDULE CALLOUT SYMBOL TYPE ABR. QTY. SCIENTIFIC NAME COMMON NAME SIZE (MIN.) SPACING CONT. ex AR 7 Acer rubrum RED MAPLE 2" CAL. AS SHOWN B & B QP 10 Quercus Phellas WILLOW OAK 2" CAL. AS SHOWN B & B e IC 31 Convexa CHINESE HOLLY 3' HIGH AS SHOWN LANDSCAPE CALCULACTIONS PERIMETER PARKING REQUIRED PROVIDED MIN. 1 SHADE TREE FOR EVERY 30,767.76/2,000 = 15.4 TREES 1 EXISTING TREE 2,000 FEET OF IMPERVIOUS AREA 17 TREES INTERIOR PARKING MIN. 1 SHADE TREE PER 10 SPACES 17/10 = 2 TREES 17 TREES NOTE: ON SITE LANDSCAPING PROVIDED IN ACCORDANCE WITH ZONNING ORDINANCE SECTION 165-36B. ALL TREES SHALL BE PLANTED BY THE DEVELOPER AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. PLANTING SELECTION, PROCEDURE, AND MAINTENANCE, AND ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING COMMISION. TOTAL TREES PROVIDED = 17 TREES C SURVEY WHGA DESIGN CJM DRAWN CJM CHECKED I CSB t— U W F_- U Q 1C � � Q U Q N rn z cc o (0 cli N •d-� - N a> — 0 W .0 � cItE Z .+ _ 4n O rn—� ZQV) g x v c a r O- ,3 Z�� �1�3 3 0 V) rn - N N V 4 w _ 0J CL -c U tf) _ '� •- -- :E m W N w W W Z CD Z W DATE SEPTEMBER, 2005 SCALE HORZ: 1 "=20' VERT: SEAL Lu ] S B No.025704 W 106: SIDNAL U) UQ 0 ccz (j) LLI �Z cn 0 U a� �. = U F_ � W 0 mo 0 cc cc W U w 0 o' a 2343-0201 CADD NOTE: THIS SHEET FOR LANDSCAPE 2343-LS.dwg PURPOSES ONLY. S"E� 5 OF 6 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 7- SET POSTS AND EXCAVATE A 4-X4" 2. ',STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. V 17 1 � a FLOW /. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND TT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE (INTO THE TRENCH. FILTER FABRIC gIII WIRE I RUNOFF WATER WITH SEDIMEI SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. ' GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. ' SOURCE: an Adapted from Installation of Straw d Fabric Filter 53arriers for Sediment Control, ETC 305-1 SOURCE: VA. DSWC PLATE. 3.07-3 SAFETY FENCE PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE METAL FENCE Source: Adapted from Conwed Plastics and Plate. 3.01-1 VDOT Road and Bridge Stondords NOTE SAFETY FENCE RECOMMENDED TO PERVENT ACCESS TO SITE DURING CONSTRUCTION. STONE CONSTRUCTION ENTRANCE A EXISTING PAVEMENT 3' /_\ CLOTHFILTER ;: • SIDE ELEVATION EXISTING GROUND .. � jJ12' (OPTION . PAVEMENT VDOT #1 COURSE RAINAGE POSITIVE DRAJNAGE 10' MIN. AGGREGATE TO SEDIME B PI r D VICE TRAPPINC DEVICE EXTENDNT MUST FULL WIDTHOF INGRESS AND EGRESS OPERATION , N VIEW SLC I ION !,.-A EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THE PROPERTY IS LOCATED APPROXIMATELY 0.6 MILES EAST OF THE CITY OF WINCHESTER, ON THE SOUTH SIDE OF U.S. ROUTE 7, BERRYVILLE PIKE. THE SITE AREA IS 1.92 ACRES OF WHICH APPROXIMATELY 0.55 ACRES WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A SMALL OFFICE BUILDING AND DISPLAY SPACES FOR PREVIOUSLY OWNED VEHICLE SALES. THIS PROJECT IS PART OF SITE PLAN #25-03 UNDER THE NAME OF ROUTE 7 CAR WASH, APPROVED BY FREDERICK COUNTY ON AUGUST 6, 2003. EXISTING SITE CONDITIONS THE EXISTING PROJECT AREA HAS BEEN ROUGH GRADED AND GRAVELED AND IS CURRENTLY VACANT. ADJACENT PROPERTY THE SITE IS BOUNDED TO THE WEST BY A PROPERTY ZONED B-2. THE ADJOINING PROPERTY TO THE SOUTH IS ZONED M-1. ROUTE 7 CAR WASH LIES TO THE EAST OF THE SUBJECT PROJECT AREA. THE PROPERTY FRONTS ROUTE 7 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 SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND 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 BACKFIH ING. 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 0.5 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. INSTALL CURBING AND PAVEMENT. 9. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 110. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Specie lbs. acre Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & Cereal (Winter) Rye (Secale cereale) 50 - 100 Feb. 16 - Apr. 30 Annual Ryegrass (Lolium multi-florum) 60 - 100 May 1 - Aug 31 German Millet (Setaria italics) 50 2'070' BEAMS, TOE NAIL TO POST 1'x4'x4'-8' SLATS, 2 FINISH NAILS AT EACH BEAM TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Minimum Care Lawn Total Lbs. Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop * * 20 lbs. 150 lbs. Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop * * 20 lbs. - Crownvetch * * * 20 lbs. 150 lbs. * Perennial Ryegross will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. * * Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th. . . . . . . . . . . . . . . . . . . . . Annual Rye May 16th through August 15th. . . . . . . . . . . . . . . . . . . . Foxtail Millet August 16th through September, October . . . . . . . . . . . . . . . Annual Rye November through February . . . . . . . . . . . . . . . . . . . . . . . Winter Rye * * * If Flatpea is used, increase to 30 lbs. / acre. All legume seed must be properly inoculated. Weeping Lovegross may also be included in any slope or lowmaintenance mixture during warmer seeding periods; add 10-20 lbs/acre in mixes. 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. 1.25" 3.5' IT 3.5" 6'-0' 4'x4'x8' f M. TOP VIEW, CAP BOARD REMOVED NOTES: 1. PRESERVATIVE STAIN ON ALL WOOD. 2. FINISHED SIDE OF FENCE SHALL FACE OUT TO ADJOINING PROPERTI IF APPUCABLE DT-WDFNCE-MODIFIED --1 VDOT SPEC. 1 414.03 CL. 1, TYPE A TYPE I SCUPPER DETAIL DT-SCUP1 NOT TO SCALE ALUMINUM MI M' WOOD FENCE DETAI OR DUMPSTER ENCLOSUR NOT TO SCALE I ° a 4" / 2"R b 6" DETAIL 1': 1 • 7" CG-6 a'. °,...;. NOT TO SCALE < °; 4" / 2'R / 6" DETAIL • . 7" CG-6R ° a NOT TO SCALE CURB TRANSITION DETAIL NOT TO SCALE CG-6 10CC-6R 1 10' 1 CG-6 ` TRANSITIONS DT-CG6R TYPICAL PARKING PAVEMENT SECTION NOT TO SCALE Iy.1".�I..�Iy�1y�1% �Iy�Ir�i1r��1y�1� 0 PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. DT-PVMTI WIRE MESH REINFORCING PER V.D.O.T. ROAD AND BRIDGE STANAM1RDS SECTION 301.04 6A T8� T CLASS A-3 CONCRETE T �, �, "A ,'' , 1' . � 6' BASE 21-A COMPACTED SUBUZADE (COMPACTED TO 95% DEIJSTTY AT OPTIMUM M015RW CONTENT, VDOT BTM-1 METHOD) ON -GRADE CONCRETE TRUCK PAD FOR DUMPSTER NOT TO SCALE uT-carvD - CD o w C`4�Q � � o Ln z w 0 U SURVEY WHGA DESIGN CJM DRAWN CJM CHECKED CSB U F- = U V Q C a_ -Q V co W n N 41 z :D O j � N � ' 0 - N In V a1 0 0 w ItE z .� -Ino rnv� ZQfn Q X LA- 0 -.3 o z _ 0��,� cn�a -� O .r c _ 0 ::D L0 E �- N Cd N w w z C5 z w DATE SEPTEMBER, 2005 SCALE HORZ: N/A VERT: +.�IIIIIIIIIIIIII11A P U Cam"-1/S. B "" No.025704 A sIONAL Y U C~ �Q , OCC Z ( C6 O < J WZ W cl) O 0 � QU _U �W �W O Co 5 53 a ix U w O a JOB 1 2343-0201 CADD 2343-DT.dwg SHEET 6 OF 6 Rio A 1) 0 4 P RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION NO.: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY' RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SETFORTH IN THE PLANS. OWNER'S SIGNATURE: ME LEGEND EXISTING BOUNDARY & R/W LINE ........ . - -------- . ..... EASEMENT LINE EDGE PAVEMENT CENTERLINE FENCE LINE GAS LINE OVERHEAD ELECTRIC ol G,_ E - UNDERGROUND ELECTRIC LINE OVERHEAD TELEPHONE LINE U C, UNGE UNDERGROUND TELEPHONE LINE WATER MAIN .5c i i,E1-AO\/ED RE)vIAIN BUILDINGS - - - ----- RETAINING WALL 1_­X, CON(,. S//W SIDEWALK PROPOSED X_X G — G OHE — DHE — UGE UGE UGE — OHT DHT 0HT — UGE UGE UGE PROP. 8- LM z z z z z z z z z z 4 CURB & GUTTER CG-6 TRANS CG-6R SANITARY SEWER OAM,.A 8" SAN. SEW EX.\ 3 � \ 4 3 cTM SE`v'! 240 STM SEW --- ---- ------- - . .. ...... STORM SEWER DITCH, SWALE OR SMALL STREAM TREES + (DRIP LINE OF TREES) ----- - .... X 3 IS -111. 6 SITE DEVELOPMENT PLAN FREDERICK COUNTI; �/RGINIA (PIN)-. 54-5-2 OWNER: DARIEN LLC 126 COLE LANE WINCHESTER, VA 22602 TELEPHONE: (540) 539-5393 DEVELOPER.- ANIL B14__ATIA 8016 CENTERViLLE ROAD MANASSAS, VA 20111 TELEPHONE: (571) 344-0795 FAX (703) 392-8581 William H. Gordon Associates, Inc. Engineers Land -Planners -Landscape Architects- Surveyors 24 West Piccadilly Street, Suite A Winchester-, Virginia 22601 (540) 542-1737 (540) 542-1923 Fax PROJECT MANAGER: CLAUS BADER, P.E. APPROVAL BLOCK SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR LIST OF DRAWINGS 1. COVER SHEET 2. GENERAL NOTES 3. SITE/GRADING PLAN 4. SOLIS MAP AND EROSION & SEDIMENT CONTROL PLAN 5. LANDSCAPE PLAN AND DETAILS 6. DETAILS VICINITY MAP SCALE: 1 " = 1000' cn 0 En mrA I SURVEY WHGA DESIGN CSB DRAWN MAC CHECKED CSB U) < < (ID 0z vo Cq N �t 0 C14 to V) CO w Ld CO E it) 0 z � 0 < U) (3) z X L<L. 0 o 0 6 fn (D C14 o t E ca La z 0 z Ld SEPTEMBER, 2005 SCALE I HORZ: N/A [; VERT: I 021 =$Rfxmz�� �O Wo , 02 704 W 0 SIO L it CC va 0 0 CE > p <>: Uj Z co o C) �U a: w o Im 93 w in Or W LL w Uj o a -JOB 2343-0201 2343-CS.dwg SHEET 1 OF 6 i a GENERAL NOTES 1. THE PROPERTY DELINEATED ON THIS PLAN IS PIN 54-(5)-2. 2. THE EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED BY WILLIAM H. GORDON ASSOCIATES, INC. IN SEPTEMBER 2005. CONTOUR INTERVAL IS ONE FOOT. 3. THE BOUNDARY INFORMATION IS TAKEN FROM AVAILABLE RECORDS. (BY GREENWAY ENGINEERING PHASE 1 SITE PLANS APPROVED (BY FREDERICK COUNTY SP# 25-03 DATED AUGUST 6, 2003.) 4. ALL SPOT SHOTS ARE TO ITHE TOP OF CURB OR FINISHED GRADE UNLESS OTHERWISE NOTED. 5. SEE COVER SHEET FOR LECGEND OF SYMBOLS USED HEREON. 6. CHANGES OR REVISIONS IN CONSTRUCTION PLANS AND SPECIFICATIONS SHALL NOT BE MADE UNLESS FIRST APPROVED BY 1THE FREDERICK COUNTY DEPARTMENT OF PLANNING AND DEVELOPMENT AND/OR OTHER REGULATORY AGENCIES. CONSTRUCTION NOTES 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 SEDIWENT 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 ABAN(DONMENT 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 BIE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION. 8. CONTACT "MISS UTILITY" AT 1-800-522-7001 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 EXIST F I EXISTENCE 0 ANY EXISTING UNDERGROUND UTILITIES. ANY UND ERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS AND DISCUSSION WITH THE OWNER. THIS DOES NOT CONSTITUTE A GUARANTEE: OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE 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. GORIDON 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 LIMES 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 2% 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. VDOT GENERAL NOTES 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 VOOT 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 VDOT RIGHT-OF-WAY SHALL HAVE A MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS. V12. ANY UNUSUAL SUBSURFACE CONDITIONS: (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL WHERE CBR TESTING IS REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION." WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES. V14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACK FILL 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 UNDER DRAINS 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. d VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT REV. MAY 1, 2004 ZONING REQUIREMENTS CURRENT ZONING: B-2 PROPOSED USE: SALES CENTER FOR PREVIOUSLY OWNED VEHICLES. ZONING REQUIREMENTS: FRONT: SIDE TO B-2: REAR TO M-1: MINIMUM SETBACKS: 50 FT. MINIMUM 25 FT. INACTIVE BUFFER 25 FT. ACTIVE BUFFER PARKING TABULATIONS: REQUIRED PARKING: 1/400 SF ENCLOSED FLOOR AREA = 1000/4,00 = 3 SPACES PROVIDED PARKING: EMPLOYEE AND CUSTOMER PARKING = 5 SPACES DISPLAY SPACES PROVIDED = 28 SPACES HANDICAP SPACES REQUIRED = 1 SPACE HANDICAP SPACES PROVIDED = 1 SPACE TOTAL SPACES PROVIDED = 34 SPACES F.A.R. CALCULATIONS: PROVIDED SETBACKS: 50 FT. 5 FT. 25 FT. 25 FT. LOT AREA FLOOR AREA (F.A.R.) EX. CAR WASH = 3,588 SF 1.92 AC = 83,635.20 SF EX. HOUSE = 1,005 SF 5,593/83,635.20 = 0.067 (F.A.R.) AUTO SALES BLDG. = 1,000 SF SITE AREA IMPERVIOUS AREA PERVIOUS AREA OPEN SPACE CALCULATION REQUIRED PROVIDED 83,635.20 SF 30,767.76 SF 31,282.96 SF ZONE: B-2 = 15% 31,282.96 SF 1.92 AC 12,545.28 SF OR 37.47. SOURCE: ITE. 6th ED. VOL 1, 2 & 3 TRIP GENERATION DATA CLASS USE TRIP RATE BASED ON AVG. RATE TRIP RATE BASED ON VPD 710 SALES GENERAL OFFICE 1000 SF. FLOOR AREA 11.01 1.005 x 11.01 TRIPS 11 837 AUTO - SALES PERSONS WEEK DAY 20 20 TRIPS z 5 DAYS = 100 SATURDAY 20 20 TRIPS x 1 DAY = 20 20 SUNDAY 20 20 TRIPS x 1 DAY = 20 847 EX. SELF SERVICE -CAR WASH WASH STALLS 6 STALLS WEEK DAY 21.60 21.60 TRIPS x 6 x 5 DAYS = 648 135 SATURDAY 26.50 26.50 TRIPS x 6 x 1 DAY = 159 220 IX. APARTMENT PERSONS 1 BEDROOM WEEK DAY 3.35 3.35 TRIPS = 16.75 SATURDAY 3.24 3.24 TRIPS = 3.24 4 SUNDAY 3.06 3.06 TRIPS = 3.06 110 IX. GENERAL OFFICE 1000 SF. FLOOR AREA 11.01 1.005 x 11.01 TRIPS 11 TOTAL VPD: = 181 BUILDING HEIGHT: MAXIMUM ALLOWED = 35' PROPOSED HEIGHT = 18' 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 ADJOINING PROPERTIES, RIGHT-OF-WAYS, AND APPROACHING AIRCRAFT BUILDING INSPECTION DEPARTMENT NOTES: 1. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 306, USE GROUP F (FACTORY AND INDUSTRIAL), 304, B (BUSINESS) FOR THE OFFICE AND 312, U (UTILITY) FOR TANKS, STORAGE BINS AND OTHER STRUCTURES, OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 2. HC PARKING SHALL BE LABELED AND STRIPED 8' FOR VAN ACCESSIBLE. PLEASE NOTE THAT THE SPACE AND UNLOADING AREA SHALL NOT SLOPE MORE THAN 2% AND THE SIDEWALK ON THE ACCESSIBLE ROUTE SHALL SLOPE AT LESS THAN 1' IN 20' AT ELEVATION CHANGES OR SHALL BE DESIGNED AND PERMITTED AS A RAMP PER CABO A117.1-98. 3. A DESIGN PROFESSIONAL LICENSED IN VA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION AND SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ECT.) 4. ALL UTILITIES MUST BE UNDERGROUND. Frederick County Sanitation Authority CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa- water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. 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. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall finish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter bog assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For 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 N. 1051 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard N. 1048 or 1047. Any exterior, bl shall be installed meter. This assembly privately owned fire line shall also have a fire service y immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and backflow prevention devices, and approve the designs and materials. UTILITY CONTACTS Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 (540) 869-1111 Power: Allegheny Power Phone: Bell -Atlantic P.O. Box 1458 P.O. Box 17398 Hagerstown, MD 21741 Baltimore, MD 21297 1-800-654-3317 (301) 954-6282 FIRE MARSHAL'S NOTE FIRE LANE MARKINGS AND SIGNAGE: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. FIRE FLOW DATA: STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: HYD# DO NOT ENTER SIGN DETAIL MUTCD SECTION 26.34 SIGN R5-1 SEE SHEET 3 FOR SIGN PLACEMENT. R5-1 30" x 30" aiimiI•i M I T NI�I f2 z w M M Co U z W M N n- Z 0 0 o � o � M Q z Z z C o Z W W o � v U o 1-116z K WHGA MSN MSN CHECKED CSB w r = U V Q C w Q 0 .� N 0) - N CO N I- V 04 0 Cn ( w Lio Z z Q (n 01 �-xo C- a > t,s ..3 z "o v ►- a g 1.. U a) 3 OT N V D_ L U to > N ca N w w z z w P SEPTEMBER, 2005 HORZ: N/A VERT: 41 1 TH OF U US S. BADER No. 2 704 IA sIONAL W s 0 Z 0 0 U) 3 C, C, 0 r� o Z = 0 H C7 Z `^ ` Q 3 V) / W 0 a J 0 0 Z WZ 3 U ' ) 0 O (r v a W m Z W U F® W 3 =W 0 00 Z W LL. o CIC W C, O JC) 2343-0201 0 CADD o 2343-NT.dwg o r SHEET 1= 2 OF 6 a 0 • DENOTES ACCESSIBLE ROUTE FROM PARKING TO DOOR. 1 DEED NORTH NOTE: CONTOUR INTERVAL IS 1FT. 4... `.• ` ? FOR EXISTING AND PROPOSED 1 �� ... ' .. / ROP. H.C. `� 1� CONTOURS. , ` :PARKING SIGN 1 ! I PROP 16'x6' STRIPING , PROP�V� , p(. GRATE IN'� % ACCESSIBLE SPACE " ' PROP: H.C. VAN ACCESSIBLE 1 ( _OF 'CCE'ARING`"fJ GRADING / Ex. \ TOP 68b. INV. OUT 678.33E CG-12 ' , I SHOWN W/ ) = - ( I r % {Ci PROPERTY LINE \ 4 �- -�' 61D- 1 I f rNO2'19 22. t OFFSET FOR CLARITY. ,, ,^� r-� , .�. 681 60.5 ; 1 PROP. MONUMENT SIGN I- - PR SALES o s' 7s 4 (sue PERMIT �I lTn � I � ERATE P ( I BA OPM Tc ' 81 REQUIRED) , I PROP. CG-6 < % ` a BUILDING 81 510' i , , 1 I o 1YP. _ ! 1 O00 S.F. ge € W. PROP SAN C.O. 2 I �►. i j �� - �• .. 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A I N 1 D_U 6, T IF R(,AL >~F;-• s I FICATION NUMBER (PIN): 54-5-2 20 10 0 20 40 60 GRAPHICAL SCALE: 1" = 20' NISI Z w 0 U z z Z o k- � Z w W o ce U o � N Z WHGA MSN/CJM r CJM CSB cn w -117 U Q C w �MA Q UV� � M W + N Z Cc :3o i N04 V N to I I- � a)•- O E coA c w to o Z�(n v�vV �- x v �, - o+ � �t � C Q O C) _ Z v 3 _n L. v w 3 O I' v W € _'t �11.17) �=mac Lo E -- V) Qf N w w Z Z w DATE SEPTEMBER, 2005 SCALE HORZ: 1 »=20' VERT: U C HADER No.025704 W J sICNA/L KJ UQ o �z j C'3 Z g �-- o 0 0 � Z H a: Z Q co O 1.{� W V U �Y d U F W 0 mo W a cc W U. cc w U w 0 J0_B 2343-0201 CAD D 2343-SP.dwg SHEET 3 OF 6 EROSION & SEDIMENT CONTROL LEGEND NO BODESCRIPTION-'SYML - k1pvargogra v w .N.M.1015ov!&N 109, N 50106 N -4 all., 3.05 SF 3.07 IP I LG-ES x SILT FENCE 2/0 ru" r77= SOILS MAP SCALE: 1"=200' STORM DRAIN INLET PROTECTION LIMITS OF CLEARING & GRADING EXISTING DRAINAGE DIVIDE PROPOSED DRAINAGE DIVIDE % 1B • 41 E I ills Pike RL 7 ------ ge %• % % 41 E h� ' 41C 3* 1' r • 9B 4r 41 E 1B SOIL WE TEXTURE PERMEABILITY HYDROLOGIC SOIL GROUP 113— BERKS CHANNERY Silt Loom Moderately c 9B— CLEARBROOK CHANNERY Silt Loam Moderately Slow D 41 E—WEIKERT BERKS Sift Loam Moderately Rapid C ._ 9- b� 91 Ile, — — — — — — — --- EX. SUB —AREA 2A UNCONTROLLED 0.40 AC C= 0.50 4 I- �v A DEED NORTH NCGE: GQ1N9'0UR RffSTML 6 ME SUB-AREA-1' FOR fEY17S;NQ7 AND PROPOSED UNCONTROLLED ci) M, il.1TOU"IrS, 0.16 'AC )SF OWN W/ NVkT oil �AT PROPERTY UNIE SHOWN OFFSET FOR CLARITY - SF pRopo5j-0 SALL'_'� I f 7 7 1py _. 'l S�l EX i? CONSTRUCTION EL. 682�86 P. GRAVEL C F!. 3- - YW WASH RACK 4, NMCL EX.Sll AREA 1,1 Al I 13 V-4 '� �j UNCONTROLLED si. . .1 1 0.62 AC C= 0.45 1 ROJECT AREA 73 SCUPPER 12 PROP., —RAP RIP CLI T�YPE A 44% 0.18 AC rKuv,.! UNDER PHASE 1 B� 'GREENWAY ENGINEERING) 0.90 0 _&,AC, TO SCUPPER #1 PROP. (Sp 03 'SCUPPER # I # DATED 08 U6/UJ C-j �, `, / i ' } -,, 0.80 mom UIET TAB` SF '3 41 MM 77 Er y c ck I'lliki M� I X, 6F J EX. 4' SAN. , F,5T PIT tvl WNWf f EX 20;7i/'LESkI t8.0 7 A F R 1A 3 LAN R i y V OF CLEAR AND GRADI W ILIMITS Ij EX. SUB —AREA 2 CONTROLLED TO POND I // _ `' ? 4�_ ` - I t I I 1.25 AC I 1 // f, `' 7 1, -0 4RE A, C= 0.87 614 L --- — — — — — oii p -,,91 vtjr L, nz--mmuir - -TV7,11M --- In-sn"Ir ZT- '�5 CO3NTRACT0R- 5.4 n., Af=,, F�vR,0X, 2aO' FROM EP if� _�Tr X I I N TX. L T0 'F,1 FIE L F_ � v E Fl F Y Apil -_T5A T' ONITF,41 rt Qf N- kj 't> 7A, ri hww 1. V", 5qALL ED F--- frtl .4/ t I Lr - 11 - _N !_,4Nt liW) U, RIA, L P/-i W A.51/ HOLLOW CJ A M NOTE: THIS SHEET FOR SOIL INFORMATION AND EROSION & SEDIMENT CONTROL PURPOSES ONLY. ", Lo CD <D to V) M SURVEY WHGA DESIGN MSN/CJM I DRAWN I cim CHECKED W-81 cn Lr_ r c) T 04 t O ^ CN 0 U) 0) o0— af ui — L_ C It E 0 0 Q cn (31 z X r < > C) -0 L: 0 a) C) V) C14 Of d t d' U to 0 ::D cc 04 LE ui z DATE I SEPTEMBER, 2005 SCALE HORZ:1"=20' VERT: SEAL A c u ER o.025704 Pi OSI A L z 5 0L _j 0 W F_ z 0 0 F_ 0 z 0 > 0 O Q� (10 W Z 00 z 0 C.) aY (f) 7_5 0 W CC W W o 0 W z W LfrL < cc LIIJ (n _j 0 U) JOB 1 2343-0201 20 10 0 20 40 60 GRAPHICAL SCALE: 1 20' CADD 2343-ES.dwg SHEET] 4 OF 6 Lo � 0 o w oCL7 Q M Q T"REE2 DEED NDRTN - • � : --.: :: -.. ..... AR AR ! # i 1 AR IC 1 ic QP r �» 1 2 LIMITSrOF CLEARiNG4`ANn GRA NG X. \ 17 4I I AT PROPERTY LINE SHOWN W/ E I \4 OFFSET FOR CLARITY. I} D SE PROP0�_SALES' � � � QP I i f I BUILDING x �6 t Il I 1000 S.r. i L- R PROP SAP! C.O.- LI_Ic 5 I I �,-! - -- PR ° PARKING I I k -� RATSDSCAPED ISLAND • i. ` TARS : IRE (TYP.) i� I , 1P. i'AR INN ______l ,; l ! e,.,y.. I CO ! 3 / �" ! ' IX. WILLOW OAK TO REMNN T F11TU„ E (TYP•) - IPROP.P- I I { 1 \ QP f 'ry..,. 1 _ CL,1 PIPE A i. ,I �I\ % { IC >' } - - i QP nr PROP. UNDER PHASE 1 �B GRE N4i)�Y �INGINEERING) V O=P l '� `: 11 I I i _ lcnh n:1 n /tTcn nn n !n7 PR(1P R!P-RAP C) Cb W t,t PROF. 2 C1i VOL. m N Dl�?,I`��TE pi! /Ei IGL�SUE z "c (SEE DETAIL SHT. 5) N ' O k ti Q PROP. 12'x30` d Q (SEE DETAIL SHT. 6} cy �3 l� m I � � Y 20 10 0 20 40 60 GRAPHICAL SCALE: 1 " = 20' SHRUB SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO 0 PREVIOUSLY EXISTING GRADE. ` THIN BRANCHES AND FOLIAGE co, i (NOT ALL END TIPS) BY 1 /3 r o RETANING PLANT SHAPE. w GUY WIRE #12 GAUGE w 4^}W REFER TO SPECIFICATIONS {c ., FOR ADDITIONAL INFORMATION. 2 STAKES °O� V z 0 RUBBER HOSE SAUCER AROUND SHRUB * o a ° 4>' MULCH ro TREE WRAP WITH 50% OVERLAP-�IIIIIIIIIIIIIIIIIINI IIIj°" """'tlulllll II�IIIIII III! CUT &REMOVE BURLAP FROM TOP 1/3 OF SHRUB BALL _ —III—III i I I I i 2" DOUBLE SHREDDED HARDWOOD MULCH/3- SAUCER. PLACE TOP 1 /8" OF AS SHOWN. ROOTBALL ABOVE FINISH GRADE PLANTING SOIL MIX ROOTBALL-REMOVE TOP 1 3 OF SCARIFY SUBSOIL TO MIN. 8" / LIMIT OF BARE ROOT SPREAD BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL —III-I I BACKFILL * FORM SAUCER ONLY WHEN LIGHTLY COMPACTED SETTLING MOUND PLANTING INDIVIDUAL SHRUB. 6" MIN. SUBGRADE TYPICAL PLANTING DETAIL-- TREES UNDER 2-1/2" CALIPER (NOT TO SCALE) SHRUB PLANTING DT—SHRUB (NOT TO SCALE) t ' F ! la t 4 n,.,_... LANDSCAPE SCHEDULE CALLOUT SYMBOL TYPE ABR. QTY. SCIENTIFIC NAME COMMON NAME SIZE (MIN.) SPACING CONT. e>< AR 7 Acer rubrum RED MAPLE 2" CAL. AS SHOWN B & B QP 10 Quercus Phellas WILLOW OAK 2" CAL. AS SHOWN B & B e IC 31 Convexa CHINESE HOLLY 3' HIGH AS SHOWN LANDSCAPE CALCULAC11ONS PERIMETER PARKING REQUIRED PROVIDED MIN. 1 SHADE TREE FOR EVERY 30,767.76/2,000 = 15.4 TREES 1 EXISTING TREE 2,000 FEET OF IMPERVIOUS AREA 17 TREES INTERIOR PARKING MIN. 1 SHADE TREE PER 10 SPACES 17/10 = 2 TREES 17 TREES NOTE: ON SITE LANDSCAPING PROVIDED IN ACCORDANCE WITH ZONNING ORDINANCE SECTION 165-36B. ALL TREES SHALL BE PLANTED BY THE DEVELOPER AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. PLANTING SELECTION, PROCEDURE, AND MAINTENANCE, AND ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING COMMISION. TOTAL TREES PROVIDED = 17 TREES N ' �___ I 1 Z w 0 U z w U) n Z 0 0 U) Q � z Q z Z Z d I i V3 o z w w O cr Q � o N :z r WHGA CJM CJM CHECKEDI CSB U W F_— S U W Q U U N O c wo LLJ L C A E z + — Un O � X o 0_ , 3 Q z . 00 U � I D' U LO c cn •- ^ ') °,moo � E V) N ca N W W z 0 z W DATE SEPTEMBER, 2005 SCALE HORZ: 1 "=20' VERT: V) Q Z Q QZ J Q_ Q_ 0 0 Z p 1 y v Y C S B No.025704 _C `'6 �S`�jONAL NOTE: THIS SHEET FOR LANDSCAPE SHEET PURPOSES ONLY. U) U e_C Occ ;cc p a> UJUJ Z fn 0 <U m F_ _U p CC =)W Om w XW nir LL Lu V w 0 o' a 2343-0201 2343-LS.dwg 5OF6 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4•X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATrACH THE FILTER FABRIC TO THE WIRE 4. BACK(FILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCA%VATED SOIL. RUNOFF Y WATER WITH SEDIMEI I '-"' Illy. III / : A'. FLOW / r EXTENSION OF FABRIC AND WIRE INTO 'THE TRENCH. FILTER FABRIC �II I WIRE SPECIFIC APPLICATION THIS METHOD OF IN'LET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. ' : Adapted from Installation of Straw and Fabric Filter Barrierrs for Sediment niro, PLATE. 3.I5.01S0URCE: VA. DSWC PLATE. 3.07-3 SAFETY FENCE pill iaia�aiaiai�i�i�i�i�ia� •••••••••• �i�i� • ��i�i�Mli�i�s�i i�i i�iai�i�i�i fii:%%�: PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE METAL FENCE Source: Adapted from Conwed Plastics and Plate. 3.01-1 VDOT Road and Bridge Standards NOTE SAFETY FENCE RECOMMENDED TO PEIMY ACCESS TO SITE DURING CONSTRUCTION. STONE CONSTRUCTION ENTRANCE EXISTING PAVEMENT FILTER CLOTH---' 6' MIN. -I BERM I (OPTIONAL) SIDE ELEVATION EXISTING GROUND 75' MIN. B WASHRACK 10' MIN. (OPTIONAL) II1111=111=111'o�•► •��,'�•'��'�'���,►�•,1� 11=11=11=11=11=11=1�%. �II'II�� ./�.•���.•���.•���. • f I ► 1 ► ► . I n�u�uw-u-n 1 SECTION A -A REINFORCED CONCRETE SECTION B-B DRAIN SPACE EM-302 EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THE PROPERTY IS LOCATED APPROXIMATELY 0.6 MILES EAST OF THE CITY OF WINCHESTER, ON THE SOUTH SIDE OF U.S. ROUTE 7, BERRYVILLE PIKE. THE SITE AREA IS 1.92 ACRES OF WHICH APPROXIMATELY 0.55 ACRES WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A SMALL OFFICE BUILDING AND DISPLAY SPACES FOR PREVIOUSLY OWNED VEHICLE SALES. THIS PROJECT IS PART OF SITE PLAN #25-03 UNDER THE NAME OF ROUTE 7 CAR WASH, APPROVED BY FREDERICK COUNTY ON AUGUST 6, 2003. EXISTING SITE CONDITIONS THE EXISTING PROJECT AREA HAS BEEN ROUGH GRADED AND GRAVELED AND IS CURRENTLY VACANT. ADJACENT PROPERTY THE SITE IS BOUNDED TO THE WEST BY A PROPERTY ZONED B-2. THE ADJOINING PROPERTY TO THE SOUTH IS ZONED M-1. ROUTE 7 CAR WASH LIES TO THE EAST OF THE SUBJECT PROJECT AREA. THE PROPERTY FRONTS ROUTE 7 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 41 E SIONS AND SEDIMENT TRAPEMBANKMENTS 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 SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND 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 BACKAH ING. 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) BAYS OF COMPLETION OF GRADING. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT W THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASI NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPOP PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEE SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA E SEDIMENT CONTROL HANDBOOK. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRI MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO El A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GR ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SF SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED I 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, CON[ 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. INSTALL CURBING AND PAVEMENT. 9. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 10. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species lbs. acre Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & Cereal (Winter) Rye (Secale cereale) 50 - 100 Feb. 16 - Apr. 30 Annual Ryegrass (Lolium multi-florum) 60 - 100 May 1 - Aug 31 German Millet (Setaria italics) 50 TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Minimum Care Lawn Total Lbs. Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop * * 20 lbs. 150 lbs. Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop * * 20 lbs. - Crownvetch 20 lbs 150 lbs. * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. * * Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th. . . . . . . . . . . . . . . . . . . . . Annual Rye May 16th through August 15th. . . . . . . . . . . . . . . . . . . . Foxtail Millet August 16th through September, October . . . . . . . . .. . . . . . Annual Rye November through February . . . . . . . . . . . . . . . . . . . . . . . Winter Rye * * * If Flatpea is used, increase to 30 lbs. / acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or lowmaintenance mixture during warmer seeding periods; add 10-20 lbs/acre in mixes. 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 AG;RE. 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. ALUMINUM 2'x4"x4' BEAMS, TOE NAIL TO POST _ 1'xex4'-8- SLATS, 2 FINISH NAILS AT EACH BEAM 1.25" 3,5' TYP 3.5" 6'-0" 4'x4"x8' I TYP. TOP VIEW CAP BOARD REMOVED NOTES: 1. PRESERVATIVE STAIN ON ALL WOOD. 2. FINISHED SIDE OF FENCE SHALL FACE OUT TO ADJOINING PROPEn IF APPLICABLE 1 Z� -,-,. VDOT SPEC. 414.03 CL. 1, TYPE A TYPE I SCUPPER DETAIL NOT TO SCALE DT-WDFNCE-MODIRED 4" ✓' 2"R 9 6" • DETAIL 7" CG-6 a. NOT TO SCALE e . ° -' 4" f 2"R 6" 1DETAIL °.. ° 7" CG-6R 4. NOT TO SCALE 6" I 2' CURB TRANSITION DETAIL NOT TO SCALE TYPICAL PARKING PAVEMENT SECTION NOT TO SCALE ► °t �� 1 1 ► I • :: PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. DT-PVMT1 PARE MESH REINFORCING PER V.D.O.T. ROAD AND BRIM STANDARDS SECTION 301.04 8� 6--L +. T (LASS A-3 CONCRETE 6' BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT BIM-1 METHOD) ON -GRADE CONCRETE TRUCK PAD FOR DUMPSTER NOT TO SCALE or-CaNF+D z W CD c> 0 z z z C5 o z w w M o N .- O z SURVEY WHGA DESIGN CJM DRAWN CJM CHECKED CSB t- U w U V Q w 4D N C, z no i � N � O N to 0) a) W .0 C9` c L o z �- x o C L- itLai 0�>,3 o _ O0(n N a r U to t v C In _ ,. °'3:4- > � v f) W N w w z z w DATE SEPTEMBER, 2005 SCALE HORZ: N/A VERT: U WVS. BA00� 1-0 No.025704 A �JNAO J 0 v w fkf UI c 0ccZ �0 s c J ` Q > 4 Z W= , co 0 U _U �UJ �W °° U . 0 X Uj C JOB 2343-0201 CADD 2343-DT.dwg SHEET 6 OF 6 f° I