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HomeMy WebLinkAbout42-04 Shenandoah Storage Conn - Self Storage & Warehousing - Stonewall - Backfilee% I-rr 1 *40% ,e% A T1 r"NA all , } r 3 r �" � 'tt� $Rfr' a[ � �: s x g-. Wit... �..aa�� e m,•�."�-."E R "�, `;.._ fi,, .,,n_ w.�.:� FREDERIC -... .. „.. .�.N ,.,�..-,s NT : IM 11:14:A L/v s/ APPROVED BY THE ZONING ADMINISTRATOR DATE ZONING ADMINISTRATOR APPROVAL IS VALID FOR 5 YEARS FROM THE DATE SHOWN ABOVJ HEFT INDEX 1. TITLE SHEET 2. GENERAL NOTES AND LEGEND 3. GENERAL NOTES AND STANDARD DETAILS Ie. DIMENSION AND PLAN 6. LANDSCAPE PLAN 7. LIGHTING 5. GRADING, DRAINAGE AND EROSION CONTROL PLAN LAN . UTILITY PROFILES r DETAILS ANDERSON & ASSOCIATES, INC. Professional Design Services www.andassoc.com 7722 Main street Middletown. VA 22645 Virginia - North Carolina - Tennessee 540-86,2501 REV. 27 AUG 0, 21 s i, 06 OCT 1,, 9 JUSNUARY TURNER Lic. f4o. 042465 o ! � ��SSjaNAL ��� 2826 — 001 I JR w s V) b 0 If 0 a «0 rn 0 0 a J 1. TOPOGRAPHIC INFORMATION PROVIDED BY TOPOGRAPHIC SURVEY PERFORMED BY ANDERSON & ASSOCIATES. 2. CONTOUR INTERVAL=1 FOOT. 3. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF FREDERICK COUNTY, THE FREDERICK COUNTY SANITATION AUTHORITY AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, LATEST EDITIONS. 4. CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO ANDERSON & ASSOCIATES, WHO SHALL PROMPTLY CORRECT SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR WITHOUT DIRECTION AFTER HIS DISCOVERY OF SUCH INCONSISTENCIES OR AMBIGUITIES, SHALL BE DONE AT THE CONTRACTORS RISK. 5. CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT REQUIRED AND SHALL PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETED INSTALLATION OF UTILITY SYSTEMS AND ALL OTHER IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. 7. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED PRIOR TO STARTING WORK AND SHALL ADHERE TO THE CONDITIONS IMPOSED. 8. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE REQUIREMENTS OF SEC. 59.1-406, ET SEQ. OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINE SAFETY ACT). 9. ACCESS BY EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. ACCESS TO FIRE HYDRANTS MUST NOT BE IMPEDED AT ANY TIME BY PARKED VEHICLES, CONSTRUCTION MATERIALS, SOIL STOCKPILES, ETC. 10. EXISTING UNDERGROUND UTILITY INFORMATION HAS BEEN TAKEN FROM AVAILABLE INFORMATION PROVIDED BY LOCAL UTILITY OWNERS AND SUPPLEMENTED BY ANDERSON & ASSOCIATES. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND FOR ANY DAMAGE THAT MAY OCCUR DUE TO HIS FAILURE TO LOCATE AND PROTECT UNDERGROUND FACILITIES. 11. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF HIS CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT-OF-WAY. 12. CHANGES OR REVISIONS TO THESE CONSTRUCTION PLANS SHALL NOT BE MADE UNLESS FIRST APPROVED BY THE ENGINEER. EROSION CONTROL NOTES ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION VR 625-02-00, EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN SITE WORK. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES . AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICE SHALL BE MADE IMMEDIATELY. ES--10: FOR THE PURPOSES OF PLAN APPROVAL, THE ENGINEER OF RECORD FOR THE EROSION AND SEDIMENT CONTROL PLAN AND NARRATIVE (TIM STOWE, PE, LICENSE # 21924) SHALL BE THE CERTIFIED RESPONSIBLE LAND DISTURBER FOR THIS PROJECT UP TO THE COMMENCEMENT OF CONSTRUCTION. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL DESIGNATE A PERSON WHO IS CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) AS A RESPONSIBLE LAND DISTURBER (RLD) FOR THIS PROJECT. THE OWNER AND THE ENGINEER SHALL BE NOTIFIED OF THIS IN WRITING, INCLUDING THE NAME AND CERTIFICATION NUMBER OF THE DESIGNATED RLD. CONSTRUCTION NOTES EARTHWORK NOTES: 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO PERFORMING ANY EARTH DISTURBING ACTIVITIES. 2. FILL MATERIAL PLACED BELOW STRUCTURES, CONTROLLED FILL SLOPES, AND THE TOP ONE (1) FOOT OF PAVEMENT SUBGRADE SHALL BE PLACED IN 6" LIFTS AND COMPACTED TO 98% OF THE LABORATORY MAXIMUM DRY DENSITY AS DETERMINED BY METHOD "A" PER. STANDARD PROCTOR AASHTO-T99, ASTM-D698, OR VTM-1 AS APPLICABLE. FILL PLACED BELOW THE TOP ONE (1) FOOT OF THE PAVEMENT SUBGRADE, AND ALL OTHER AREAS (INCLUDING GRASSY AREAS) SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE SAME STANDARD. THE MOISTURE CONTENT OF THE SOIL SHALL BE AT OR WITHIN TWO (2) PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. COMPACTION OF THE. SUBGRADE SHALL BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. 3. SUBGRADES IN CUT SHALL BE COMPACTED FOR A MINIMUM OF ONE (1) FOOT IN DEPTH. 4. AREAS OF WET OR SOFT MATERIAL UNDER ROADS OR BUILDINGS SHALL BE UNDERCUT TO A DEPTH DETERMINED BY THE SOILS ENGINEER AND REPLACED WITH SUITABLE MATERIAL. (SEE NOTE #8) 5. ALL FINISHED GRADING, SEEDING, SODDING OR PAVING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF WATER ON THE SITE, PARTICULARLY ADJACENT TO EXISTING OR PROPOSED BUILDINGS AND STORM INLETS. POSITIVE DRAINAGE SHALL BE PROVIDED ON THE SITE AT ALL TIMES. 6. EXCAVATION SUPPORT SYSTEM SHALL CONFORM TO THE PROVISIONS OF OSHA CONSTRUCTION STANDARD 29 CFR PART 1926 SUBPART P. 7. EXISTING TOPSOIL AND ROOTMAT SHALL BE REMOVED TO A DEPTH OF 1 FOOT. SUBGRADE SHALL BE COMPACTED AS DESCRIBED IN EARTHWORK NOTE #2 AFTER REMOVAL OF ROOTMAT AND TOPSOIL. 8. AREAS THAT ARE SOFT, OVERLY WET OR EXHIBIT PUMPING SHALL BE UNDERCUT AND REPLACED WITH SUITABLE MATERIAL. ROADWAY AND PARKING LOT NOTES: 1. GRAVEL USED IN BASE COURSES SHALL BE CONSTRUCTED ON A COMPACTED SUBGRADE FREE OF ORGANIC MATTER. GRAVEL SHALL BE VDOT TYPE 21-A AND SHALL BE PLACED AND COMPACTED IN A MOIST CONDITION SO THAT THE FINES REMAIN MIXED WITH THE COARSER MATERIAL. 2. ASPHALTIC CONCRETE SHALL BE APPLIED TO THE PREPARED GRAVEL BASE COURSE FOLLOWING THE APPLICATION OF A LIQUID ASPHALT PRIME COAT. ASPHALT SHALL CONSIST OF A PLANT -MIXED BITUMINOUS MATERIAL ROLLED SMOOTH. THE ASPHALT SURFACE SHALL BE SMOOTH, SEAMLESS AND OF A UNIFORM TEXTURE. ASPHALT MATERIAL SHALL COMPLY WITH THE MINIMUM SPECIFICATIONS REQUIRED BY THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3. THE ELEVATION OF NEW PAVEMENT SHALL MATCH THE ELEVATION OF THE EXISTING PAVEMENT AT ALL INTERSECTIONS. 4. TYPICAL SECTIONS ARE INTENDED TO SHOW GENERAL FEATURES OF THE PROPOSED CONSTRUCTION. FOR EXACT DETAILS AT ANY GIVEN LOCATION, SEE THE PLANS. 5. THE PAVEMENT DESIGNS SHOWN ARE BASED ON A CBR OF 3.0. SUBGRADE TESTING SHALL BE PERFORMED AT THE TIME OF CONSTRUCTION AND THE PAVEMENT DESIGNS SHALL BE ADJUSTED, AS NECESSARY, TO REFLECT THE ACTUAL CBR VALUES. 6. ALL PARKING LOT STRIPING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT STANDARDS. 7. ALL RADII SHALL BE 5' UNLESS OTHERWISE DIMENSIONED ON THE PLANS. STORM SEWER NOTES: 1. ALL STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE AND SHALL MEET THE REQUIREMENTS OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 2. JOINTS BETWEEN SECTIONS OF CONCRETE PIPE SHALL BE MADE WITH A WATERTIGHT JOINT USING EITHER A STANDARD OR MODIFIED TONGUE -AND -GROOVE. WATER NOTES: 1. THE WATER SUPPLY FOR THIS FACILITY WILL BE PROVIDED BY AN EXTERNAL CONNECTION TO THE EXISTING COUNTY SANITATION AUTHORITY SYSTEM. THIS CONNECTION SHALL BE SCHEDULED AND COORDINATED WITH THE FREDERICK COUNTY SANITATION AUTHORITY. 2. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION SET FORTH BY THE FREDERICK. COUNTY SANITATION AUTHORITY. SANITARY SEWER NOTES: 1. THE SANITARY SEWER FOR THIS FACILITY WILL CONNECT TO THE PROPOSED SANITARY SEWER FORCE MAIN WITH A NEW PRIVATE FORCE MAIN IN THE VICINITY OF THE FACILITY. THIS CONNECTION SHALL BE SCHEDULED AND COORDINATED WITH THE FREDERICK COUNTY SANITATION AUTHORITY. 2. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH T114 STANDARDS AND SPECIFICATIONS SET FORTH BY THE FREDERICK COUNTY SANITATION AUTHORITY. SIDEWALK NOTES: 1. GRAVEL USED IN THE SIDEWALK BASE COURSES SHALL BE CONSTRUCTED ON A COMPACTED SUBGRADE FREE OF ORGANIC MATTER. GRAVEL SHALL BE VDOT TYPE 21-A AND SHALL BE PLACED AND COMPACTED IN A MOIST CONDITION SO THAT THE FINES REMAIN MIXED WITH THE COARSER Mk-:'E R AL. 2. TYPICAL SECTIONS ARE INTENDED TO SHOW GENERAL FEATURES OF THE PROPOSED CONSTRUCTION. FOR EXACT DETAILS AT ANY GIVEN LOCATION, SEE THE PLANS. 3. ALL SIDEWALKS ARE TO BE 4" THICK CONCRETE UNLESS OTHERWISE SHOWN ON THE PLANS. ALL CONCRETE SHALL HAVE A 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4. CONTROL JOINTS SHALL BE INSTALLED EVERY 10' (MAX), AND EXPANSION JOINTS SHALL BE INSTALLED EVERY 30' (MAX) UNLESS OTHERWISE NOTED. DOWELS SHALL BE INSTALLED AT EXPANSION JOINTS. SIGNAGE NOTES: 1. REFER TO THE SITE PLAN FOR LOCATIONS OF TRAFFIC SIGNS AND HANDICAP PARKING SIGNS. 2. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL SIGNS AND OTHER MEASURES AS REQUIRED. 3. ALL TRAFFIC SIGNS SHALL BE PER MUTCD OR VDOT REQUIREMENTS. 4. HANDICAP PARKING SIGNS SHALL INDICATE VAN ACCESSIBLE SPACES WHERE APPLICABLE. 1.5" IBITUMINOUS CONCRETE SURFACE COURSE SM-9.5A T 'j�%'.�fr>::•, j,;/%.'ff"Y,/.jfrti jl''!:''r�`;�r'�'`j� i jl•��'jjr/'fif 4•0" f ITUMINOUS BASE COURSE BM-25," rjr r',� .+� jj yf f f`r .•'.- .,rfFf r .r fj sf ,/; r/'';,' j . f l j ?r jJ'`"'` 'r' i ;,{ j- 0 !'.Zl_.ri� s.JS 1�..' '"�f F✓"� i'\����1 '- J� v�r4+-' r_ t 4 . ::�'w`J'-� ,_; ^; � %i ; -r`(' r-. E"'� l.' •-- f j +� �,"� U ,i-\,^; t`l j-".rn �= r'"��'�l L� rr V � � :s..J Gil,..., � Gti ;. 'J.-1 �v5-� r U• i G�✓ iJ'--:_y `r,�"= `f'`,, G .�_�" " r'l.t � �f`J -'� ."�:"ii� �}�-.' i-,.,:� is'�t •�;u`•-� !"•(�,i`•-.3 � �`�, �,-r' "` "�At-a ;-", ,t-i�tL..` ...yj a 1 f �i ^�, V,_J � •^_t1....' .^y{,^j'V' F".; ice.% -.: ��; !"�:,���.. 8•0" ;UNTREATED AGGREGATE SUBBASE, VDOT 21-B •-.Ts%�, C.1 .-, �'� 0 _ ti 1 x, 1 ou u,� -'t i1 ,--.,fti ii , .r��'J /'-�1..� :.r /"�:'-1 4i .i �.:J .--� t"'�'ti..r - ., ^, l.t f^..i-', •`...' .. ENTRANCE AND HEAVY LOAD PAVEMENT CROSS-SECTION OF M scuE 1.5" 8.0" SITE PLAN NOTES 1. PROPERTY OWNER/DEVELOPER: JIREH ENTERPRISES LARRY SHORT 250 LIBERTY LANE MIDDLETOWN, VA 22645 (540)869-9557 (540)974-3080 2. ENGINEER/SURVEYOR ANDERSON & ASSOCIATES, INC. 7722 MAIN STREET MIDDLETOWN, VIRGINIA 22645 (540) 869-2501 3. TAX IDENTIFICATION NUMBER: 44-A-6A 4. ZONING DISTRICT: M2 ADJACENT ZONING DISTRICTS: M2 (ON ALL SIDES) 5. PROJECT ADDRESS: EBERT ROAD WINCHESTER, VIRGINIA 22602 6. MAGISTERIAL DISTRICT: STONEWALL 7. TOTAL SITE AREA: 15.85 ACRES 8. TOTAL DEVELOPED AREA: 10.41 ACRES 9. USE EXISTING: VACANT PROPOSED: SELF STORAGE AND WAREHOUSE 10. SETBACK REQUIRED FRONT=75' PROVIDED FRONT=95.98' REQUIRED SIDE=25' PROVIDED SIDE=25.00' LEGEND PROPOSED PAVEMENT PROPOSED GRAVEL SIGN WATER VALVE WATER METER FIRE HYDRANT EXTERIOR LIGHTING EDGE OF EXISTING PAVEMENT SANITARY SEWER FORCE MAIN STORM SEWER LINE WATER LINE RIGHT OF WAY �':e' :1 A aI imk o0:0RmLC FENCE NEW SILT FENCE NOTATION SEDIMENT BASIN NOTATION REQUIRED REAR=25' PROVIDED REAR=29.74' 11. BUILDING HEIGHT: MAXIMUM BUILDING HEIGHT=60' ACTUAL BUILDING HEIGHT=25' 12. BUILDING AREA PROPOSED BUILDING= 136,300 S.F. 13. FAR.=(136,300 S.F./15.85 ACRES)=0.20 14. PARKING SPACE REQUIREMENTS SELF STORAGE: 1 SPACE PER 5000 S.F. BUILDING SPACE WAREHOUSE: 1 SPACE PER EMPLOYEE OFFICE: 1 SPACE PER 250 S.F. SELF STORAGE SF PROVIDED: 69,100 S-F. SELF STORAGE SPACE = 14 SPACES WAREHOUSE SPACE PROVIDED: 62,400 S.F. WITH 35 EMPLOYEES = 35 SPACES OFFICE SPACE PROVIDED: 5,460 S.F. = 23 SPACES TOTAL PARKING REQUIRED=72 SPACES TOTAL HANDICAPPED PARKING REQUIRED=3 SPACES NEW SPACES PROVIDED=72 NEW HANDICAPPED SPACES PROVIDED=5 15. LANDSCAPING REQUIREMENTS 306,536 SF OF IMPERVIOUS AREA 0 ONE (1) TREE PER 10,000 SF = 31 REQUIRED TREES. 31 TREES PROVIDED WITH THIS PLAN. 15% LANDSCAPE AREA REQUIRED FOR M-2 ZONING. 6.95 ACRES OF GREEN/LANDSCAPING PROVIDED = 44% OF TOTAL 15.85 ACRE SITE AREA. 16. NO INDIVIDUAL STORAGE UNIT WILL EXCEED 1,000 SQUARE FEET IN AREA OR BE USED FOR ANY OTHER USE THAN STORAGE LIGHT LOAD PAVEMENT CROSS-SECTION { NOTE: PAVEMENT DESIGN BASED ON ASSUMED CBR VALUE. ACTUAL CBR VALUES ARE TO BE DETERMINED IN THE FIELD PRIOR TO PAVING OPERATIONS, AND PAVEMENT DESIGN MODIFIED AS REQUIRED TO MEET ACTUAL CONDITIONS. 0 Owm m i ®i ! m i m m m m m m m x x, x x SF SB 1'X6" PT FACE BOARDS ,S 11W PT CAP 1 *xr PT CAP BRACE fill I*Xg* P'T FACE BOARDS R �R_,,Ffi, r sae awas�e me a�e�raa ear mK • s! I!� R lam' POURED Ei . h' aFOOTLNG Qe VDOT llil_:.. lDD1aa. i?i« QUALS ��ALTH 01y,� v� JOSHUA KRRY TURNER Lic. No. 042465 ANDERSON & ASSOCIATES, INC. DATE 14 JUL 04 REVISIONS: DOCUMENT NO. Professional Design Services DESIGNED: KBH 27AUG 04 JIREH ENTERPRISES 22826-002 9 DRAWN : KBH 21 SEP04 GENERAL NOTES SHEET wWw.andassoc.Com Middletown stain Street CHECKED: TSS 06OCT 04 FREDERICK COUNTY, VIRGINIA 2 9 Virginia - North Carolina - Tennessee 5 `0-g692509a 22645-9500 QA/ QC OF W_ w U) 3 c v a a� 0 U) co N co N N as U- v 0) 0 0 0 N ai 0 z x v J F 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 THE DATE OF FCSA APPROVAL 3. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SHALL MEET ALL AUTHORITY REQUIREMENTS. 4. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL. B) THE DEVELOPER/CONTRACTOR MUST: 1. MAKE APPLICATION AND PAY DEPOSIT 2. MARK THE TAP LOCATION 6. THE CONTRACTOR SHALL TIE-IN A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 7. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 8. THE AUTHORITY'S MAINTENANCE DEPARTMENT SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2" IN SIZE. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS INSTALLED: A) THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED WITH THE COPPERSETTER. B) THE FRAME AND COVER SHALL BE SET TO FINAL GRADE. C) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETER SHALL BET 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", 3/4" AND 1" WATER SERVICES. D) FOR ALL %- AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. E) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 10. ANY WATER SERVICE LINE MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR 1013. 11. ALL FIRE LINES SHALL HAVE A FIRE SERVICE METER ASSEMBLY AND A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047. RADIO READ REMOTES ARE REQUIRED. VDOT GENERAL NOTES V 1. 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. V 10. 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 BACKFILL IN UTILITY/STORM SEINER TRENCHES SHALL BE COMPACTED IN SIX (6) INCH LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT, DENSITY TESTS SHALL BE PERFORMED BY A QUALIFIED INDEPENDENT AGENCY IN ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. V15. VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. V16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF THE DEVELOPER. V17. PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/C'F? PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S DISCP.E-!JN, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS FOLLOWING THE MANUAL ON UNIFORM TRAF17I CONTROL DEVICES. V18. THE DEVELOPER SHALL PROVIDE THE VDOT RESIDENCY OFFICE WITH A LIST OF ALL d:!ATERIAL 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 PP.ICES 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 .^.ND 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 3'i 5 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 ANDS/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. 500.00 499.00 498.00 497.00 49&00 49&00 494.00 0 v PROPOSED GROUND (p CENTFRUNE PROPOSED ENTRANCE H IS 5 10 15 20 25 30 35 40 45 50 55 60 JIRE i ENTERPRISES ENTRANCE PROFILE N.T.S. 1 1 /2"R 18" BORDER - GREEN TEXT - GREEN WHITE SYMBOL ON BLUE BACKGROUN BACKGROUND - WH 60" FROM FINISH GRAD TO BASE OF SIGN COLORS BORDER - WHITE TEXT - WHITE BACKGROUND - BLUE 3/8" 3/8" 4 7/8" - 4 7/8- RESERVED- 4 1 /4" 4 1 /4" --- d PARKIN 3" 212 1" 2" 2" 6" 2" 2" 1 PENALTY $100-$500 FINE TOW AWAY ZONE NOTE: FOR SPACE DESIGNATED ON PLAN AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN WITH MINIMUM 2" HIGH LETTERING MOUNTED UNDERNEATH RESERVED PARKING SIGN. SUBMIT SHOP DRAWING. SIGN(S) SHALL BE MOUNTED TO 2"0 STEEL TUBE, FIELD PAINTED. SET PIPE IN 12"0 BY 18" DEEP A3 CONCRETE BASE, RECESSED 6" BELOW FINISHED GRADE. COLOR AND PAINT TO BE SELECTED BY ARCHITECT. HANDICAP PARKING SIGN ' D D D D D A jrD ► ► ► / ► ► The bottom of the mrb and D D D D -"`��+-� gutter may be constructedif ► parallel to the slope of subsurface courses prodded a r� n�deptM of 7' to 7e !'•4• Ttaa area may be l+ at the option of the contractor' For use with stabrTa:ed open - graded droinage layer, the bottom of the curb and gutter stroll be constructed parww to the slope of mubbaee courm= and to the depth This sub may be used with any of the pavement design spoed but is required when When combination mountable curb seed Is greater thon 40 and gutter is used, the Standard 1dmgn highways and 45 Entrance Cutters or Standard Note: c.ornbination curb gutter MPH In developed urban & Connection for Street Intersections having a radars of Sao or w,se (along suburban areas. are to twee port11 atc& curb configuration� face of curb) sholl be paid for as nx Wi Combination curb & gutter. When tin standard is to be tied into costing barrier curb. the This item may be precast or cast In transition W to be mode with"m r0' 0- or the change in wards made at regular openings- Cor=vbs to be Maas A3 If coat In place, psl-4000 it paeo.t. spEciFxATdOH COMBINATION 4" CURB & GUTTER ----- MGM DkPA PAW OF TPANSPMATM , 502 - - ---- 0 1 0 N Irl CAP 1 "x6" WOOD TRIM WOOD SIDING WOOD SIDING ON 2"x4" FRAMING WELD L FRAMING TO GATE HINGE PROVIDE 1/2"DIA.x18" LG. SLIDE BOLT SECURED TO 4"x 12" METAL PLATE VDOT #26 STONE AT EACH GATE SLOPE 1 /8" PER FT. TOWARD GATE t° 2"x4" BLOCKING 3 1/2" METAL CHANNELS AT EACH 4"x4" COLUMN. ANCHOR INTO CONCRETE 6" CONC. SLAB W/ 6"x6" W2.9 xW2.9 WWF ON 4" COMPACTED NOTE: ALL WOOD SHALL BE TREATED; ALL HARDWARE SHALL BE GALVANIZED A L d- ID -1. U.00 I +• L FRAMING ALL SIDES AND t �1 12" 141, DIAGONALLY ACROSS GATE ,QAT�E�TPOST ,SEC 1 ION 20'-0" _ 1 I N �n I T �t- 1 6 I 3'-4 3'-4„ 3'-4" 3'-4"-6,-2" ` 1J�L2 DUMPSTER ENCLOSURE 0,LTH of Lic. Wo. 042465 s�IaNAL ��� ANDERSON & ASSOCIATES, INC. DATE : 14JUL 04 REVISIONS: DESIGNED: KBH 27 AUG 04 ZZ$26 �TQQ3 EA9AProfessional Design Services 7722 JIREH ENTERPRISES GENERAL NOTES AND Ear www.andassoc.com Man Street DRAWN : KBH 21 SEP 04 CHECKED: TSS 060CTo4 FREDERICK COUNTY, VIRGINIA STANDARD DETAILS 3 S" 9 Middletown Va 22645-9500 � J QC OF Virginia - North Carolina - Tennessee 540-869-2501 w z v� 61 3 "v c a 41 0 v) c0 N 00 N N v .D 0 w E a rn b 0 N > 0 z n 0 /rn S43•20 32";:, C. Edward Shirley, et al D.B. 452 Pg. 688 Tax # 44—A-5 '�- Zoned M2 Use: Industrial x Existing Woven Wire Fence 25 BRL` I: Notes: 50 25 0 50 100 150 ! k1 New Fence SCALE IN FEET r.Y,Y0111'an( 1. Fire Lane — No Parking Signs ! ��t� f\°1�fi���l.R;af t 3A1kJ+ ,�, #� r �'�3 ., xW��"'�3i�i�{J��tf {���£'i� ir5 ak �+ ���/it ; F��{� M�ziw —.... And Pavement Markings Required ��ff'4�*{{{{r „f, ~ -..,., At All Fire Hydrants, Fire 8 Department Connections And All x I f New Fenceaf Normal And Emergency Access Points To Structures. O �• � O -- Q >V�St��,i3 �, �>; dJ .ram � t tr,°s����d£� u f �r'�{3 t' 0� _�,{,:`J—�-�# 4 I Egress Door Shall / / ! Jireh Enterprises M WjS�„ 1n o Co 2 °( 4 a�� j� m r tkti4 y �£ W z Fly eq u Eg r Tax # 44-A-6A ¢ m m d- , �jFr;' x sFit��1`' x # 2 All Required .3 Zoned M2 `.=�-"��yrx� 0v' m ff - fir. Be Accessible And Area Of Rescue o � � Use: Industrial �',,f y. �.� �r ,, ���r .,�,: I Ire aW#I,�k ®°W` y f�J Can Be Utilized On The Landings s �it,t, u'I �tGi >Lf. / x 1 o { f -° u�.. �{ e ° FIRE HYDRANT {1 t ; . o Total Area: N 11 (n �t�` v) ASS LY � �' At The Loading Docks Provided (15 yy .$537 Ac.) BO DS 4 ;`��$i s , The Exterior Wall Is Fire Rated Per I , 4 � Yi ri PDr � Y M•- �. R25 00' (� >' s ,}�ayairl>�k,}��i'•�,`S�rr'wt:F�t}�,,',r�{din7i�yNtx >,:,,(7.. p�i !r.irFrasF�t,7t�5L �p — Exterior Area Section 1003.2.13.7 RB.QQ ewFenC For Assisted Rescue. > Vj I �'ur ,�, .. fir, t, �y�'� ""v t}fF,+• ,t�l",f,�v;,.1f, 4�� . ,a , s� f� { u ; ,, r:at�v v = ski iv ., ";.v�;�, w "r i''�•� ra�K, ,�>fi a;��+'H`"4?es t taus ;'»r4���rt;;'? L F1,- ys 'dr . F'f'-- ., ..... .! ,,,. {{ffv 1a,n. �r tr3J + ti i. .FAY ' in s, : '� .t. r .. st ..a, sr l•✓-. .L :1. t. s51, ,r }s!,>,� ..,, t ., Yt t. .. ' .Aa o , . a ..f ,: „ st b+s. Y, s,,,>Ellrs'�. 3,.;fS.M ,r.^a,':z6+s •.r.�'~..�a, ,� S�3S P t i ri;l , .,1 .;✓.. tr•k�i`Y.. ...a. t>, s,,r''.,, c2.a '-s t. t. ,.x:9 Y �, ���'� ,� n� �� ���.� ,;��,� �;� -�• ���.w � � � ,{:.�,,�t, � � �:. ,f{���� 3. Structures In Excess Of h ? i'c a� a J u .Si ;4 ,,1.-•"�'�- ,/ p. s, ,.s, ,S',• Rx�•bv '._�. .s. ;..;} z u:. &�•' f' rv,€ . # .., #1#' Lr t,, W , `# aft u. lt' �� . , :x' .• a I .{.,r ffi�� �tw��; .'# .><� �,;���, �,.t,,�{b�� � <K, ,�, .~�, ��.,.� �,•�,.�; ��J. :�, 7 ,: 12� �] 000 S Ft. Shall Have Fire �,�� Sz, :. � , �`.a�.�. �sva;t�k z.: ,ff, .a �,, "�,?'�ttfi.<�Ttki,;i ,x+ucR'�`t�tl�'f4t�� •Y 3 t,�?� p h3l ate �`'., '. hv�3t '�a; t3,..-,i:+t> t 3,,�Eu, `� i ,...1� . � � {_ ,, ra��,•� j} .7, k��' s }y \ rt ccY�rt f� `ESL ,,. � �. , ,, y�� x+;:. r,.`f„ • r�{ E „§��t .J l9. b �y� ., � .! ��, .s �..,rr,4sr,.,., r.sS�iv. :�#u.,�'! ;. t �$;,,{vta�Ft£�i iiXa't #;, ,�' � r' -1 Barriers Installed In Accordance To ,f � {ss 7 �) r�(l� ti f� 'f+ 0 t55{\���3 y,�'�� Sy�,'f,�is��Ki`fn� £ ':Gb�k"4��1��N,f;:� ,tt,�{ yY r 7 r t �r`t:fj. R�('s f" �\{_'�`ii ii�,'q' 1� .` S .L.+*� �+ kill. J J 'i :/I f t{ a,t F L' ; 1 Yf' rJ.{• a �� x�fsJx �� Section 705 Of The IBC. 25 BRL }s s �';'#•�iu�r��i r ,�f t„; (; ��'f�jti;���'� i 1 ,i ?� ) � -;s, t d y 3!.�i�e���a'f n�s t t )i s. I - 3 4. �Y/+s #rI°:i}'Tat't,.' �ttt4i Yf# �`1 i'�x4 }t`.` '%''�, ttiF v, '.�'''r't}•�' Design Professional Lic. In Va / d'y��#ft�s,J}'rt' q�x.f�+ '1'�iYJi(ij'� x}r�`+�f�; tftrm`G"�f Q►}5" a + -! ��� �..' � t�f Qrr,Fr m� 3 �},Fj _�:' co {: -° Shall Seal The Structural Plans '3 �`'Ir Q' L r`r1 ? I l F. 4 {' 6 � ,X,si ,ll 0 }i )"� 'tt 3, 1ii §;i tt V) 4 V 32- }t� b c _ v { � O ~tt tD � s�{t' � � � ��@\rf } `ci �i � 3k�s��, � ;f i �. ,kt;'k.r�' tr 2—d�;,Y :�, �M �t 4) Submitted For Permit Application = � in 'Z rn in i' o, �� as t a �J 3 rn L� r �' Omd' r +' " Uj mm�' s� xs,�f Omd. Y } { f jp m �£z �, �, mmd' u� � . / r x� 7 xcn �' VU) ,��, �' t� ;r , , And Special Inspection Q) 1 z t u�R$ ht! `, s 1. �4 x m1 Yl MEN, � '# o l� 'jt4.4 t 'jai' U t t s ', x y- O� t '"` '� y x ® q i£7x i r `�'- CP u '3 N I Iw.r\ w {$�- €= r �$� ;r! Requirements Of Chapter 17 Of / I t � `� Co� ci > utvt7 z {`�j.. � — p 61 , �, !;; rh l # �3 , t Q W qt# t,\ ao m W wE�`ass,• ap o y °�?cy ar pp m q P v, #,. cn o ``' yt t r; cn o,� Y��' v� o4i�� ,1 cn o'' if, $ •- IBC Shall Apply To This Type Of 3�'= lf-at v,t\. Yt, ti s', _. a},jt��;! Y ? � ,� k '}1t I f+ W ,,a ++ L�7�o+rti, ++ W k , $ u t +, W w? rCt� ++ ly ! , Cif .k t„hjru�} £ (/ity��i, (n afi rl sc, C7 } !n J 4 , s , !i� � ^iss� � �+ i ,zr tb i1tc1F �l s�i yt #j t ,` 7'5��7 ���. Fa �`�� �„ .„. Structure. (soils Concrete Steel _ Y3 i -0'd�� tfkf s k Office Spact vi}is f ,� ` I m / New Fence. ' k; , x 1 ?" Etc. ��tft � ,1 �Y�r 22 x30 y�f����t�s�,� 7� Fn� t o ec �° r 1 F, gg,. a,.L tz Ivk i i i#' ry %�+J '1660 SF +.D {ti ti 7r. 9j Z t• i', �,,���+td/, If �'• I/I. II tL% f,`.n+# t,:�J��{�,,� Sit� v ir£is, v. rr.,i ,• , �.� . -x..,. I��FSk ` 1}�:fiLro.,s. , fdr. •, =ems, e {,,,.r.r 5.*:.z .1r5£� �33tE r�V�tFrt {3#�,.t3•Pp�'�Yy7rt'r'�rt t ,.,IJ.. A1m1 C�(p V: �"1L� • 7r � �t{4 Ir��,A_t �1'YN.fe �'s7���t'ia.j� ,:'+y . `��'i- t3�w/�jt�.r '�V ���.{f>�r,Y��t�}=tt YS%,� , �af1f3 y tiit L�-r�c ��t'\tr..,.r. ; , � 3�4.£_F�4tr� : ��s•tiip � .,`,_i�y. � px• �r � ^ j I Q New Fence e- r"All tt' :Y, X SANITARY Valley Fertilizer ilizer &Chemical Co. o�O D.B. 504 Pg. 443 N rJ ,. {'>a Yf j x �r..'� _ -�' X- , •.;`� �� ,t ��,?. „i 1 .{�'' � 3�:,1 t , ,'£S Zi �k� . a'"'� - '-# � �{i' d'',' St -r t n > > > j �... t7...�.'r.s, „ e ( �iti� • '� �1!S�, i .�, >; �, >tm �,�a.�,r tr�,r tt` ,u 1,�, f' a #� y�. s�.: -.r, ?y ;,, t {;� a{ ,4 '��J . Tax 44-A-s > �� ,�{.�:� sl �, "f', �'J t'- � � .�, `� �: '.�: ,.�,. � � � ,t I � 2 Signs 5 x10 x40 Tall � ff. `.t..�.r �2i�'�'r�' N�' �# a�`' „ � x. t+N� %i`.� >n,(S ,� , a (r'it-�v ;.� � o- t..,`.. E t,J"tIME '"�� >A �;7.t„ ,� r • t; i s� ; a 3 _ 'i ry 1 d ti i; �; r 1 {',�,�ii�rn.; ':fit a 4 ..e, r * ` s� �,,,,,,�, ,n Zoned M2 3': `� .�, : - ( >,,s �J7 5 � s i! \.� .x #,��`" �*� N 3�'� t , .��i� � �>r � , S = r �StF ,J ,�rf,. `,�,Y �.}� '� y Attached • s :��i�,�` : ±} �ht�at:..,?•ai �'i :t,,fi�s tSk"�+3ua'��tit.�:"��� �.;., a , t?3,rP�Sz3�s�}�ltoF�i£3 � � +i i s+hi++,'. ti a: � ' Use. Industrial / .'�J;.-P' �� J �+ s; '1 1,., ^r• .�,y } ..t c""iJ�+��'a G � a. -s � j`�Sfi'' "��r-*''"��t < ,raa. ;t�k�.`�. „A: .r : ..:. 2,�,31'tk - I I ,3 0 1p,�.- ;-�, .J,S..•G, ) C. '..."'�+ .;-,Y�„' J -� r'i °%-�i'' '"t,� �r`:.•',:1v'' `"�, f " :`� ii,rr . �, '..". New Board on Board w>x I 'J -e '•`et. ` ? ^ 'F�-�:-3a'",L .t .l ci"' .r �•-�•�+J ` '•� a c , Sri a , r I� � "'o �o 'r: .-;fl C..{ 3�JF+••:.-, s 9' "'�•.�.�. •-i-.�,�1'�nl'4••r.. ��:•''7C> vry i � '-yw'io(., '�'1 �.. .i ?�f�; �r"u-. ahr�y. t �,l^t}�4 Q�� r4��9 ��,. ,�,. .�2 t �,f .� Fence/Screening 7 ir��J ? ° "o`✓ t f. ? t s�C 1 t an t -%3 1� nr t 7ri Si J t f "fi 2 .QO / I o t�S ,,-''0 utdoor Storages ~` �Ej� to w _ f n ' 'v a'' 1' New Fence Detail Sheet. ?G�c-�t�. I (1 v 0� s �';fl»� u-a i <��� n v �.. o r»1(, .�, r 3 ^ 7 CJ :ice ,,,.5,(��'''�•.�} .i,, -}• >: �4 '7.�','S )fit _ � tayl"<m`t`I��'t• �,-''Y'v.�.� Gu { 1, {iG"`/�M.JC ' j, -1 *! )7 '�,r;4,ft't',: .,5 t) .vz. {r y'%, lt�S' 3 per {, r)'. a I I _,' i 1� ^•�'*s.^o`' '.5.. ;-t_�1.+..f{3 a [Mpg .��,7Y� f";{� .�sc tom+ [: , t^' ' i1 \ ,LC w rf,. K{� ,� 9,r e. ':f i ;) : f{i.; .ia �U ,,,,�' J-. �.JQ + ..•,=c•fG � '�':. - �=''-'...x,-�-'t:- - ' � �3 r "-�" c: � '#r ."�, t''.,i'c'��-4 �'✓if; �' a, � ', .�."i�r �: �. �j'e �, , �#.,�,, �'t� t�€�,. , , , ttii�>"��«+ `b��� .�:' -5.%:� � C . .S-'•.,;"h3'y,}G�s�,��r,��{�r.i{#}; . t (y, � / t _ _,.i'1 :. ' ; l"�p�,yJ� . ; ..-y�, :,l �"'"*. i.,7 ��.� t :-i, i , e # r `'y4 4 z ,v ,2.e :.,: < �t"3'i�Lt�£'1zi�,£7 t, ��/-,�1�cs. _ 3 k n I w a.., ,i'-y 4 i r �# :i L„ r Xis' t7 �i^•+ / "+3»`}j. .•6rt f'F£3r'7- '::J ,'-�v.-E..+.•u;•h�rf �i-% �.#,i�"sd�4; ;: i .Fi 'ti �t.sE ;#-d� �, ! a ({,'fit ,� +�f7 s},e,b. ``# art J , ;'1" u.--irre+_ - ✓ ,k,a�wsit7�: �,°.1' .t rill 7 ilY•� r':, ! Buckle La @S Inc. �,�.; ";`-•c� �� . �� J/% .�'�.:, v ,�s` 7 u �` t:. • , , _ "t;� ..,,v .t,,,,. ;r , . ..��.s✓ j�! r,�'j. fax '� � ts�{ ,�4 % :`.£'�`,d #f ,�€� —'L' Y , [ 4�i 9 ro �umpste ��,'r,7,,, D.B. 349 tF ,jr. f :ik7 M1IS F`7.1�' �S �9.•<,T -7 t;f's2jY`'N: �i , �y ;}� , .Y•=tt' •f r ylJ,,, i# U ,,. ,+z J`�7�. Fr ) ? ;, , ?t.a' � 5 Pg. 302 ( fir, S3 �,t; ��lt '� 1 -,�; f � �: �' � '� � n . � ;'��,., .� � \ �,} r a ,�• t ,`?G .�� �o P�'{-' 1 Tax # 43A—A-83 l�•'n; 1..` zls / ' W Enclose e X f, t t ,t, Lr?;1���'Donald H. & , t3LF{ £,� {' ,; Marcella C. Shirley --30 Water & Sewer m ��� {' ���" �s ' ""., �' I s, iiY \ 3 �� t' ! � 5� "1,' t` S3 ' b t '< f"r : t ,. , Gt �;k 3�y � t 1 S £ �' s t >r �' , '# ,tx#fiS 7 �t wt kl sr '� jF'." +}Y `�` ar..; 't>� ;� C p���+ Dump ter D.B. 466 P 795 / Easement it) Y �zt t 5 �� �i rP f { { 1 t x s " TER-30li L .�� +L �, ({�4y } r� s • s � � , id t t t � �� " r �,,,,,�, w 2 WA g• Frederick Count Sanitation A orit t4,st`St. ; ,YaYt , ,.," ,, `'ifis� Y Yo � ,7f � ik�'v�x�=�� �� �� , ��,�' ��x�' � ;�� 1 WATER METER w c osure Tax � 44-A-56 0 Zoned M2 �. Instrument #020014908 ci 6 I t�la a t Use: Industrial pc,' co Fri . 'Xiv 1 Ys r a J � T � �, fa, ` a• z� f t Office Space �X60 f v }}�� J45 ��' i ���'�{•. k r yykk a 7 ., , '£ 1 � P I / T• �— 2 ` j � 20 Stor y �s ry 2 400 SF C bt v c�Il ExistingFCSA � n "`�j}� ��f £ $ ; �/ �\ ! ^ tYf�c ti Pu i 'rnt 7t4 ti. 20" Water Line PHASE IV •.. y - _ _��FiFsFF#`cS�j€{ t< ' m f�{�� a Warehouse Spore V ufy�t i $��,}fx sE€"1�� {} ev �i a C✓t' Pa (, Y �t � � � 5 �t � � Existing $ Sanitary ✓N rnr. �i.i,. u - Dri ' '7f „ 1 Story o �t'�' i���. .0 thru c %" — — Ye- Sewer Force Main Co 24,000 SF (� [+ ! � � � � (FCSA) . (ii SL2w, Bulidin 9 Size I ?N3 4 zi O g i t. x f L �x1 > //• f u Ar 220'x 120' � 'yJ ,t ` '�{' t d�� }:t + E t " iw 7`4 r I '���' i"'�:.26,400 ��7,��3�w "r" I SF ° 1ST FLOOR FIFE = 502.00 Allen L. & Dorothy H. Shirley �� 1 6' Door , �� 'a z.�C� { s ;; r $ t n zt`7c ' hCy '�5` iI .°iS tied t {�' 1 D.B. 389 P . O�Ce S ace ,1�� s.�t�s � 3 {'. � 3 is �s�rt }s,: �t�t �� ` �2 ;s' g. 484 CTYP•) p :IJ# "f. i' 20'x60' Tax 44-A-5A C\j t c' Zoned M2 is 2 Story J w i tj Use: Industrial 2,400 SF f s ty t,}t t j14 1r her Yet ° �F ,, J� �'`�i t•fi�d *Si+ �J+'' � �, }d .�f � � � f t} i� , i`� \, rf� �`;Pt t •� r �"4 ca , ,N �'�rs £ r { t§� '� r{i� � l�r�� f��sr, l ' �s��;e7 j�'�} � i� � r4��Yi i & • Existing Woven y v;-r, rtJ}. {✓ f (� % { st\3ti yJi..lTrs'r�si'{ I / '�,1�"� � ;� '�, ' �,>•,�r�' � #y� s,;; t E ;7�J �-;, i i ; �s`�k,s�, l2�',.: 1� � E ' s. ,� �' � 4� �N Wire Fence 5� —i7 , , i.�, ,.�Y�lk 4t*�`"( U"'rYh!d • ��,i ✓2.�ALTH op BRL 14 20 PERMANENT , j ti T �fr"4�s wSt U fa'U Is {t}r tf cz istr o<t kji 54 sh4 i , 5i. t 7 x'fst t/1 I l�zt� t��tfdrFj,,1 traYr}3tr, } , t, r < 3�tiyr oa DRAINAGE EASEMENT t"'is';?�}tas�,tk�• {'Fti� °�i,� fd'1`'t�����Vtt i! ,n s �+„� aR23�L'^�jt' c# F �. ..s�,t�}4 st �{t^kiL.:,' � � I{icv"raz r�4i '` ,u EXTEND EXISTING 15 d, v dip f a� },t# q �gp 3r, X;`� s �U�'o a JS f {{csi, ���,�r t ,,Ft � CULVERT {�33h'�9oU7h��E'. f %Yri xtt4 i �, s �'„ ryes s is / Benchmark "° "a.�Y ,3F� INV OUT= 494.20' JOSHUA RRY TURNER Nail Set In VDOT STAND tttk` i 1 PROPOSED /M.;, 1 1 END SECTION READ. Lic. o. 042465 Power Pole R1-R 30" 0 i i ;{t�. ' "t'_ 1 RIGHT-OF-WAY � Assumed 8x8 WET TAP b OUTLET PROTECTION READ. j FCSA 4" SS FORCE MAIN GN 0' ' }'{i� ` }'£ 1� 0 �r c„` �o ,� (BEING CONSTRUCTED) Elev.= 500.0 ' BY FCSA ,,f�, ,fit l 'Sign 5'x10'x40' Tall S52`�?5'S0"E 393t TO INTX. ROUTE 11 �i 5 4� 95.OD S5- 45 9 "i= Ylitiz Its y{L 's � ' �I` %"�1 �G "+�i c? SIQNAL .�2�.0�� � ... �_ 9 i U / (30' R/W)`- ROP9_ ��t#r,s�r 4 {1 ` o ) 1�ix 4 �� " .. �..... i� x ups# r z, `� "ID . I {Speed Limit Not Posted Ebert Road State Route 837 " z SANITARY TAP _, -- Zuckerman 6G-7 ;� Charles Zuckerman & Son, Inc. EXiST1NG 8 WATER / Zuckerman Enterprises, Inc. D.B. 451 Pg. 657 D.B. 310 Pq. 699 Tax # 44—A-12 Tax # 44—A-12A ANDERSON & ASSOCIATES, INC. DATE 14 JUL 04 REVISIONS: DOCUMENT NO. Professional Design Services DESIGNED: KBH 27 AUG 04 J IREH ENTERPRISES 22826 - 004 DRAWN : KBH 21 SEP04 PHASING DIMENSION AND UTILITY PLAN www.andassoc.com 7722 Main Street CHECKED: TSS 06 OCT04 FREDERICK COUNTY, V1RGfNIA 4 SHEET 9 Middletown Va 22645-9500 Virginia - North Carolina - Tennessee 540-869-2501 QA/QC i in iT c 0 Q a� rn 0 V) u7 N co N N L W 0 W 0 d- 0 0 N a; 0 z m 0 Q U) CO S43•?4, -__ 32 , C. dw d Shirley,get al 2,, D.B. 4 2 P 688 DEfENTI N POND I° � -r°x # 44-A--5 Sediment Trap Construction Requirements OUTLET STRUCTURE Zoned M2 P q- \h \ " Use: Industrial �N Existing Woven ____ � 15 RC�' PIPE f g ` 2 INV IN = 4, 8.50 a Wire Fence 25' BRC I , OUT = 4g8,40 DETECTION POND � � Phase I - Disturbed Area = 2.5 acres S3 z10ONS OF CLASS I -EMERGENCY/SPILLY - Provide 170 cu. yd. of Wet Storage P REED AT OUTFALC_ 12 DEPTH, - Provide 170 cu. yd. of Dry Storage / USESHEET FLOW OF WATER - / � ---- —� 3 BOTTOM WID Outlet Shall be 15 ft. in length / a ` x 2:1 SIDE SLOPES 50 25 0 50 100 150 �l �r- �- f F �� �i`-ti=-�� 4'; �{ r`,� - a# x� :r/ h 1 ® New Fenc r ,/ r s ��> � i ,�i� 5p� � ; ,, i t� � , �i � � Phase II Disturbed Area acres w r w f h} � �I� <r Provide 58 cu. yd. of Wet Storage SCALE IN FEET / = I'4 �� Q — Provide 58 cu. yd. of Dry Storage / 00/ Outlet Shall be 6 ft. in length /CO II = x New Fence0)F sf{ 1, �', ¢ Phase III — Disturbed Area = 1.5 acres rtu,iji 3� 1 S? (] ,� , Storage of Wet �n ���' � ,4 � Provide 103 cu. e %' °� O/ I o PROPOSED sTORMWATER Y g / _ a �' $rt�t d. Provide 103 cu. yd. of Dry Storage h �' ;n � , ui � w 1 DETENTION FArrtury / Jireh Enterprises / / - v Z m °' y�� 0 ao d- ,xr ` t ;. u- - NOV Outlet Shall be 10 ft in length Tax # 44--A-6A ° �- +uip,4ru,� i x tL i� g �3 Zoned M2 tni o y3,t m car;�� ° t�ii1 / Use: Industrial I / .�J ` k`r ` O y� v� N ;�c ,� � o- ,k V— v� �` t �i;, c �'' `�"' ``i "t` v Sri` / Phase IV - Disturbed Area = 2.2 acres I v g. r di L. U I J �' - r L (,y,� �,.t sS s t C I 1 �wt1p �� r) j ib I t a} c {; kd {lr) a ( 4 ,>rrY YL � r IR H 1 LJRAN I t? ' 1 a It� } s l v r v t, ° E\ 0 — / Total Area: ���/// cchLL. �` `, ' N �,,' +' ASSEMBLY '� � ' Provide 150 cu. yd. of Wet Storage FIRcflFf dai (15.8537 Ac.) Yr1: '? `i=`` cJ,,,. y- BOLLARDS M — Provide 150 cu. yd. of Dry Storage I 1 k}_ — ' U) EQUIR , , ¢ � psi f f Outlet Shall be 14 ft. in length w Phase V mot", — Disturbed Area — 1.6 acres r r s'• t{ ,,.t ,,.y� m ur,".rL"�1•�r.. fa,1.?l.?fA�t�}' ft ,�°#si4 r��''T�k�, tY. �F Vr'S '•. � r i P�,�r�5a><S!'9¢"�.F�. d��,e�s (��>;. �.L� rr.t6'� .7 ,.SSt'X t,-: .yff ,.t.;, •, - s. :'r xr -rr' ^: ,f• J <�,i f 1 {{ :i✓ ,. Z ,. _.. , v{�, . /,};"'t�5 f t jj'�,�7 J F/ f 4 `L ,.#'''fi - 4:^n'C'. tC, �„ t �' f " «- da` (rY". A� ,i . u»IT i% "5"U� , t i ,` L C)� 'a.l di}S Y• s,S`f }9 �(i ..�j�tX.. ',`*�.v.` �4c r i �ra�,,, �a �� Provide 108 cu. d. of Wet Storage 1- ��\ Xr. tY�b a` rs�Y�•{r. C.S4?� '�z,Y` .y,�..�3�t, � b�..,,, � s`fir:. ���< 'vJ(.-i,.�i�;,.- ;a. � {r Y 7 • � .i:(.. ' r �, 4.. � a� , st. v} {ui"I �i�rr'�,i£,! ' $'f v.. ,��{7.�'t .,� '`�ta'� { �i 1 �g�,yy's,�,}{.,�.,'f`:, J,< ,�k<Rs r� •' z �' ,+>, ," � .'t'i ' .. i., r, +r,r .af, v$„ �5,n ;- r,.,, s:; , 7ht. � l• a �i ,?� F 7 '<Sj' ����1 )' yy,, , ., �. $.{i,. �i , t>,.h _ � + � ,��'.• �, F f: .w. {SS> w -.. d�,t �7 .i.' ux- , (ail /'y� ,t, u. ,.b,^',. p, '4'i.'`. ?t . „s.SY•f �4}}. fi �a?Ti, .r... ry... 4f L. r ?• + `;S!„ �{ ,'sY+� l���I���(� 4 ...... 5'�, �.. e c of Storage F}:pq,7 Provide 108 u. d D ✓.t :{ri1 �.� •.S` }'. '.T 7,� f.>S £ 1'`. '1�.,.f: � ��< , ���t,w J .l .-:�,i t� ?€ Y •5f .i��i)'rtfR «'.Un `i: \�•�II�� Y Dry 9 x :`. rr=�: s,. ,.cd .><:fN4.'N'tgvv,. r,,.l�s,;4:� 4;ixl t{. sr.x,3s�`At��,Nr, w•ShtiS"t •'t .•fit r'...k 3,.#tn. cta,�.+a<S, s.S, , .dY = , 4 I, �z ? �r4 Outlet Shall be 10 ft. In length 1 I I I F {,�t, I 111 , 1 O S�v : G g� 25 'BRL an _ t I � � � � � r.i ��S'$ty` "''ii .�st tryY�3.�c1. }i S..S i� ,. ti ' � ,• �Tf� � J�� i �'f �aE 0 \2°45'��,_-25.OJ iC 3 I - `\ i< m'_¢{I, � CQ+CO) iaCOIriO tO v,r.m.Qd +O+ t d- I pMi v irry i 1i7 � '�•' ,�€; � � m V � ( Y �.! dA � � V �� t t � � (/� m � �7t :. .. �1� Ql / r e3yY T 4 y { r � �\e. X m u Y,. X 0 rF• "F a3 X m #t2 # m ?r. (n a m (n <x t, ��, L u , u ll rrs j q't e Cross �t�'s% v- C� Mils>1.�,c� r} v+-• iT • � •r sr5�'�i�� r '�"' ? `� �.�T,k � � �r � <4�: tt') --- � , t�,,'• , h�tf$k; _ t uy3'�s`SY4{,t Q: ` Wction i Y.. ,it21 r 0 1, W F} { 'LI.P�{{iq fid ''. L. , , ]e Y } i{• L. L{.�k{ W i „v.Y Y.�t3 P 1. i X N { Y: (n Yrt ws Ul a ' 1 i t e- in .c j t t: �- to a e / I ° ��i§)S3 '�3y��^Yt. i�t�, �uY � t , � t� �j '{' c.11w7 "it K, fla�'F �r •. �� , f I ,�+ u; j9y` r,� rr•; { ° �: �' �� i � 1 ��� �'4 ` � l c �t` � I � i i L x v i r'a S, 1Y i F 1 a I '^'fie d i Qi CD1! New Fence f r r ht '` t, Office S ac # ''1 ? as ,, i 22 30k t sj tkc� 4 Ala{ t a v Grp tti 1 Story t �{t s. 1\ f-D Y's sygs 4 t 5 ?. �S t }� }f 660 F L ) �i� >t' $� �t �r e � sus I(` V fT ' I'a'{.riti tltt �If"`o,e,}, Lq `lit Ell C �f� `F '''t fs trilr' b `.rr',t�i �t ,r, 1 `€4e �'i• . I �ew Fencet4 LN .fit � iS� � t} F�^{ii�L }• 3�� i�r? }. ,� :�1 �� �u) � kl ��i vY �.? tS,ty;�� � � 1 X �J � �r� <�. �f� � Y�>if��`� s ��'Fri } � � ts�3 �'S�r fir, \vim- 'r�<{: �<f } f` • J 11 / I Valley Fertilizer & Chemical Co. D.B. 504 Pg. 443 N rr,{ �., {f n i ,. .f 9 3•£ ,r . t� . .,.�, � � ,-� . � �3_ � .�„r �Y� �i'Wr. - <,�r✓��', �''ttc is {;�; 3 I ''{:�, .,� p '•.''{�`•' I ;Z� ,� ;��"st+i�,�`' x�kr•sja,,,7�,xr }`� ,., r . r 1 1 '' :: F ' 1 , 4� ;. j a t t y . ii r r ;c <. r , M G.r•N ,; s #',� w `} i -„ r . �, sr� x4 Tax # 44-A-s 4 �,5, ,,S,. ' l}' `� t�, 4 G i r_ ��..,,"" �``��� 2 Signs 5 x10 0 Tall t s- k ' 't: ;t'v..�� �, � �r r f +# 1�� t"�& ,�, � ����',.',� ` �`� ,.'t't�t� „`,'�'a Z / Zoned M2 ``'� " ' u �+ ,t - I f : b7r. � "'�; s,' � cs;#. Y', . t <`sF' 1•..3� ,g2 � '�.• r� , r ^r{I+,i, r« nwsr :�;3 , -;1�""�?2�.'�.�sH,. s,�t.sa+i?t }yl'r�t �,{,,._ ; f ., Y';�. +k,o,'4 (�j Attached . ;£� t '�N f,,,;. ' .;� `€i�#'� f 4 , , h (# ���3 ;� ✓fir ' vr�J ��f�',-.<rn Use: Industrial IKS, f / I i a O s t r • f O New Board on Board , �r': 41,E , o ..r .+ ' . � � •a,;�.. �...�. .:� � r' :.:!�, ��^•.. r• t✓`•' ,._"'"'.:..r 0-�� y t,r3� - �, ,r �. , 4 is F' J +t / r e £ t i� - Fence/Screening R � r J U�; e..� r4 , t~ i r', _.�s 4,�@• $ .� {t w";,: yaY �4'h°<. +t 4 rS Y'Mv rt r,,` Ne 1 .. t^"' �-S �' � P•j i ,� �;, r r3n1 � s d ,} + `&i. sh 1� ' ?t N,. •. 1 wt T, �✓ ! r ;... a sy s W an �} �a } k { �P , s t' Fen e Detail Sheet 2 '`, t O 1. r,y >_., : ^. � Zl ,. r. .; � • z;: t '�'^ ' •' �,. ''. t1} AU. c #�?Z ,�€,a v'xt i. f r�'S. }r�� Zit r, � a�utn�'z, �x Y Z:' �s .y fa `�- �'v��4i "r- '?� v '� u , �. r-S �L. if' •$•ti ,'=-t . �# �,y � wTrr' � t i� $`f v-: 'u ~t^; �•' t .� t vn f i f trIt�i„rC'. / _ `'il,i.,` �.^c•'� . r.) !� �,-r ✓r.��.... ,�.'.. _ � {i `✓'. 1 _ 1p •..J' ( ,•Y., v ' �;^, _ -fir. !-S • �_ ',�,.:-... ,,•:R..1 � { 1 t ;i -, ( tf1 t - � ,#� 'd t f• *r':#•,��n s, t, 'iw; 'S 3, E,. �7 :-�n � . 15"' .-l•i t �"� ' t .?,-, „ , �'r' � �..a �,'kr.. ,A. a �:3 k �` '+k� �' '• � . �,. ' tt� F � �r �J. —r-a( �✓. ,i - �rr� .;,....fit � r. � � <+t�� rat ,` •�..n, ..in.. O S y -�y t , i` sXyt r 'r's ,� �tki.}r`� 1.4<� >,.t. �' y ,,r .fizz },.. '{ s f:.. i-: -t;>:? _... ':��,{{�. 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I P D.B. 349 P 302 J xt �w��' ,.`i 1 { ;� 9- , �: �,,�, .>3 s � sad i � ,, � , �r - - « i Y �p�: �, f �,,� ��,` <.,r. �St..,v .� a� r 5 • ?� 1 , , f. t%t » L f�• 2 arfi€ t3: 7yr`:S i, ..f :+,14'' �it ``3rr4 G`k' ��• (f• f{ a �,r $'$cf{•,. ;.i:... .,us .. Tax # 43A A 83 I , � W CI st1 a �. ? � rr,�„ r� ,t .�;r� .��, �,:":: � �.�F, ' � "=t u , f{ � �;, � � �# � tr'� / DO old H. & 30 Water & Sewer �° �+ �{ ff; • r•�$ z ° 4� r� farce a C. Shirley Easement 10 _� , ;,tit#S F r 5 � , f '; Qum ste� D.B. 66 Pg. 795 i Frederick County Sanitation A orityo F_— f' "yz a� ;;;'���_. �� I w�En�losure To # _ Instrument #020014908 ° ` r 44-A-58 ,� � � �'ri�; - s•"t;�;� � I Zoned M2 o \ff N s} PHASE V se: Industrial % co I I 9 `o i t �t{4Y'y ? ft I i'E3+`{•d i icr a U'a"'{ k �' rr !;r x >r� Office ace S�{1kY i.TF4 C 20 x6 �,� f 1 � r� �' �`r�`t'. �� �' �� t ' t� i, �,, < �r �•��",�y 3� �•s� �{ ` q,�1 �' � ��ci � �v f3�s,�{ 4 J Jt3 2 Stoi!y f400 SF C { I„�l•',� off£s;# , i� v' QntrY� �io\ 4a.i5 a r }. PS'.. t r�'�ry 7if� S fi �,} _.. _../-�'• /.• 1 i Lr { Warehouse Space I �' �� With TwoCD 510.00 `'' tN� ;�. �4, 00 Story F a �; t �, �f� � � �i��' <%_ Drive-thru � ! v '`'Pi ,'�¢�' S•N � Proposed I Ii ding SQizi e � G 220sx12 , 6,400 SF F tprint �� . 'Y �� �} ,��rf r s �� s ,., ( 1ST FLOOR FFE 502.0 y f ,� , •s,F �'>; ° ) Allen L. & ,f nr t sir' Dor ThyH. Shirley 51 �1� f i i' ,4 Jk { '� U i 1 t • r f t4 r, �► ° bli flrit't ,� t; I '-Door .) 1 ; i o rye, i 16 Do o Office Space ' ; F } s _ ; >t 1 ,' D.B 3 Pg. 484 5Q0. 00 - i f�� �� ce Pt } 1 �� (TYP•) , m. 4 F §f /// r > iF ox # 44-A-5A e akS �t i7147 } 20 6Q Zoned M2 Story Use: Industrial 2, 400 SF I � 5)Pr �� 'Y'��4 �@iC Ali i � '" i > .t i s > r ^,��t�y{f� `�3 k✓ #, 1 r}i`ss'�? 5 � •( 1 } i`2 ' � t' Y sx "14. r t tfu / .. Existing Woven EXisting "Jf ' ?�a� ,{,r•, � T� t '`� `�' «, �z � t ,� .. �$ ' �' , �,= x Wire Fence ., '{'9 a b'{�s , �', / /',�i ##..•�•., f,x',�Q�.,,?,.z,a"�rvs�sf- •'S?€s''`w r; 1'{+ ),., ��4 v tk ss rltt`iGi rSy'� i( Ground kj...; CSi QA � >Yy�J�it c bG_ �k" �t titsiS• �c#� at s ab���{� � _�y �ta.,� ✓e# # 13 5!i,.r 4i,a h :: k n # riN �•i x P, c MEN, u� c3iPERI+AANENT/ / } t% e"'r s i r.. ,: F } LiyYf tLi y'?ir•� i L 1 t '}yliitlt� I D NAGE EASEMENT ; ' ° !•�. ��,` f ^ tt�, c k�s ifi t.( 4 dr s sF} �' F ,'- r ? i Y / r�,AL11Z OF i?2rf 2 � �g:!£r ti{t5. `'� � %.FF���if fl'#�j�y 14���4r= f 3� �� F � 1 : F' S� ��� i I%i����t '��;-.. i. � •�.(.1���'(� �f, Bench k � €`` >r � u j PROPO � 1 Nail Set AND r \Power Po� PAS R1 0" �t� € RIG - OF -WAY o / FCSA 4 SS FORCE MAIN su�rned sx8 WET TAf't G r ; ,., ; # tD SHUA RR TURNER /S5� 45'0 0 f P o„� CONSTRUCTED lev.= 50i�.0 ' BY `FCSA _ t=`T{' I# "—'Sign 5'x10'x40' Tail/52.4;;15"11'- (BEING295.00 S5�-;5' , :25.n � � � ,��� ti5L �5 5` 49 -'11 �, 393t TO INTX, ROUTE 11 Lic. No. 042465 /W /W �J /W �a .y (30 R/W ROPOS t,, (Speed Limit Not Posted Ebert Road State Route 837 " l EXISTING 8 WATER 2'`SANITARY TAP VDO CG-7 It Charles Zuckerman & Son, Inc. �IDNAL 1 Zuckerman Enterprises, Inc. - - !�- --— - -� - D.B. 451 Pg. 657 D.B. 310 Pg. 699 Tax # 44-A-12 ^—h, % Tax # 44-A-12A ANDERSON & ASSOCIATES, INC. DATE : 14JUL 04 REVISIONS: DOCUMENTNO. Professional n Desi Services DESIGNED: KBH 27AUG 04 JIREH ENTERPRISES GRADING DRAINAGE EROSION 22826-005 g DRAWN : KBH 21 SEP 04 AND SEDIMENT CONTROL PLAN SHEET www.andassoc.com 7722 Main Street CHECKED: TSS 06 ocTo4 FREDERICK COUNTY, VIRGINIA 5 9 Middletown Va 22645-9500 � � QC OF Virginia - North Carolina - Tennessee 540-869-2501 W c U) i 0 (D N N N CU 0 a 0 a 0 N of 0 z N O I 50 25 0 50 100 150 SCALE IN FEET PLANT SCHEDULE / 1 Co \ X N Existing Woven— o/ Wire Fence / N/00 / I ' KEY Scientific name MIN. PLANT SIZE REMARKS QUAN. COMMON NAME SPACING/SAUCER AR Acer rubrum 2"cal. mulch 9 RED MAPLE B&B CP Crataegus phaenopyrum 2"cal. mulch 7 WASHINGTON HAWTHORN B&B QP Quercus phellos 2"cal. mulch 3 WILLOW OAK B&B QR Quercus rubra 2"cal. mulch 4 RED OAK B&B UP Ulmus porvifolia 2"cal. mulch 8 LACEBARK ELM B&B NOTES: 1. All planting beds and tree saucers shall be mulched to a minimum depth of 4" with shredded bark mulch. Planting beds shall be substantially free of foreign matter. 2. All plant materials shall conform to the standards of the American Association of Nurserymen and must be approved by the Landscape Architect or the owner. 3. Soil in planting beds and tree saucers shall be tested for pH and nutrient availability, and amended as necessary using organic fertilizers. 4. All plantings will conform with Section 165-36B of the Frederick County Zoning Ordinance, Planting Section, planting procedure, and maintenance. CIV V / 3 � I 0 F— I co Buckley Lages, Inc. / CO D.B. 349 Pg. 302 w ! I Tax # 43A—A-83 ' 30' Water & Sewer in Easement iA1 Existing FCSA 20" Water Line Existing 8" Sanit Sewer Force Mai (FCSA) n o / N � I I •� a ry / I J. O / t /N co �i i Frederick County Sanitation Au'll'ority Instrument #020014908 I I ( 75'BRL I I I Jireh Enterprises Tax # 44—A-6A Zoned M2 Use: Industrial Total Area: (15.8537 Ac.) 25' ,gRL- 25' BRL _ Valley Fertilizer & Chemical Co. D_B. 504 Pg. 443 Tax # 44—A-6 Zoned M2 Use: Industrial I ` X New Fence X X New Fence New Board on Board Fence/Screening Detail Sheet 2 Dumps W /Enclo 1.2 GLJ I I ro C. Edward Shirley, et al Q.H. 452 Pg. 688 Tax # 44—A-5 Zoned M2 Use: Industrial New Fe ; J k'd�ttUa iy '.'', 2a;+T-.0 Fr./??Fff rr�p tr�c 't1eY}r' '`�r�•" S. F '-fd'''Y.`' ,.4 C i kf �'Fz #, ,, r�S s tF l ,4v 'N ,`r. :fit r "'t�: # i31+i33�5i tiv O ti ft°4 isr'n �ft . l;Y v f fyttC� � .y�� � a�� i Y y'^fk5 �, ,r t i tsa E fi47{ If{rt'r)r�. Oar #n4,' 1 kt {e}441. C O wr >y C na4 t' }Gpp34tri4r a 3' fi 0 O ry. 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W% ps :t, 3:.�.}`'U AU.� ,'7 t^-t i SSt5•./. rN� Z . ,?,} F II ;rifh`...su�nfS�k`:;S„t €,�Lt°..�� +.�.� sxx��:i,���NLlGrtrii�rf��+aJ>.nkrZ�s�.�.,'>s�.�.!!?S''�.Y,��,;:r,i3.ka.�,t�:�a.�ti���_'��,i..>ir7:�7<,�} .7,.ke`,'�'. t. S.1 r-��ri,' x3xfijfij:;Ti�s i}Y,,:n4�"a..2�l,sEi�!4.,,..,..��....,,,,:,iif}x'.�S�IiA•d�y�:''+•F�.rvvs�v�.,c,.� 7 Office Space 20'x6O' 2 Story 2,400 SF Warehouse Space x 1 Story o 24,000 SF 'Q Buliding Size a 220'x 120' 26,400 SF Footprint 3T FLOOR FIFE = 502.00 16' Dooroffice Space (TYP') 20'x6O' 2 Story 2,400 SFj 15 IV 15 IV F, SS€y�t,rms�y't�'#r,,}r�( ,rji fz� �{��tr�'3'� i�t�'� //� DrIVe— �yrnT, �► ,t 14`��'kr 1Kf �(,�ll�ri�`/'�}��k�'�f i ��j•14��j'h Zfi\�� / �� �.r� _ 0 7 Dumpster w/Enclosu( O—QR 9—cp 0—cp a New Fence Fence Donald H. & Marcella C. Shirley D.B. 466 Pg_ 795 Tax # 44—A-5B Zoned M2 Use: Industrial ,e Allen L. & Dorothy H. Shirley D.B. 389 Pg. 484 Tax # 44—A-5A Zoned M2 Use: Industrial Existing Woven Wire Fence • • '�'+3 z'Is�t 'z"}iF�}illivts,if r'r sy l Yn�4`f-.r 'c _ N�1L .� (Speed Limit Not Posted Ebert Road State Route 837 (3o R/W _ `' r.`�„_tl- Charles Zuckerman &Son, Inc. J Zuckerman Enterprises, Inc. — — — — D.B_ 451 Pg. 657 / n R din Pn AQQ Tny 4 44—A-19 Tax # 44—A-12A ANDERSON & ASSOCIATES, INC. DATE 14JUL 04 REVISIONS: DOCUMENTNO. Professional Design Services DESIGNED: KBH 27AUG04 JIREH ENTERPRISES , A 22826-006 g DRAWN : KBH 21 SEP04 LANDSCAPE PLAN SHEET www.andassoc.com Mid2MainStreet CHECKED: TSS FREDERICK COUNTY, VIRGINIA 6 OF 9 Middletown Va 22645-9500 Virginia - North Carolina - Tennessee 540-869-2501 T w w Un is 3 a c a a. av 0 U) i N Co N N L a� 0 -72 a 0 0 N o; 0 z II N 0 CL S CO 3'20'32"E C. Edward Shirley, et al 4 D.B. 452 Pg. 688 Tax # 44-A-5 Zoned M2 '4N Use: Industrial zk Existing WWire Fence oven 25' 0 LUMINAIRE SCHEDULE C,4 LABEL OTY DESCRIPTION LAMP HEIGHT / /= ( ^--� _5W: 108 PREMIUM CUT-OFF BLDG. 250M/U/ED28 12' ON BUILDING // / -� -� MOUNTED WITH SEGEMENTED REFLECTOR 50 25 0 50 100 150 01 New Fence NOTE: LIGHTING DESIGN PROVIDED BY OWNER SCALE IN FEET / / •iv Y s Qxr '# a X 0) New FenceriH 12 1111 0:6 q 0=10 41,al"?; •Jill Enterprises 10 E =0) In 30) Tax # 44-A-6A �F LLJ IT UA 4) LU qr ME— X X LL_ 'p, Zoned M2 MIN .* CA CR I CIV Use: Industrial -6 E! UJ V) 0 L 0 0 / J Total Area: (n in to (15.8537 Ac.) . . . . . . . . . . . . . . . . . . . . . . ewl Fenc( ----- ------- kj 4 f,� �1,0 Uj 011 g , ax T ka!- gq ,it V / } x.,, i°S, .f: w'.y � •r,. ,.„'a=•t7- .,FoAAa. ,t.,j>. 3�.. -. )'., •r�s. .s��t+tt „x, }., wo� M., Or 0 M �/�t+�?. / 25' BRL /* Ui 01 F0) 2 fli 0 N52'14-5'49"I 325.00' Cif t U-) C 0 C 0 C 0 4) 0•-d- 0;;; 0 (� 0 // / W .2 -!f Ui .2;g l'i 6 -E 50) 10 ID LLJ V - 10 if Z) 0) 01 0) 0 U) 4) LJJ V &) U_ I�W (D LAU "t ul 0 L&J V U) UJ 4* r. vy) U) X OR 0 10 11 - X 0 U %_ U)!!= tollo- / �` i 00 60 CO -6 W w- -6 co 06-Z 2W OD L_ W U) 0 0 U_ 0 .2 LE .4-0 -W LI_ (n En (n (n (n Cn Office Spac New Fence 22 2 X 0 ;Z�0) zoo x30` b -J 0 co I 1 1 Story di 660 SF / /: in �' v t � ; �4 t _ r �; ; �' s C4 New Fence X v- t 0 Valley Fertilizer & Chemical Co. 0 V_ D.B. 504 Pg. 44,3 C4 axe k P -A-6 PER Tax # 44 Zoned M2 C\j Use: Industrial '/ i G iT �Ar T"r_ A H -0-0 tp�,e // New Board on Board �Iew Fence 0 Fence/Screening Go storla a �•./ '(jZ` ,�-,•,i, a Xii MINN.. Detail Sheet 2 Buckley Lages, Inc. "'M Dumpster 2.IMAM` gg g.Zgw 1.M R Donald H. & D.S. 349 Pg. 302 Tax # 43A-A-83 w/Enclosuie Iit N in gr Marcellc C. Shirley 30' Water & Sewer Dempster D.B. 466 Pg. 795 Easement INI'l as w/Enclosure Tax # 44-A-513 AGV Frederick County Sanitation Ad"Lliority"00 Zoned M2 Instrument #020014908 Use: Industrial Ln gg g,,g o / { Office Space 0 20'x60' J II2 Story 2,400 SF AM— Existing FCSA 20" Water Line/ / I J �# tr ct t € ,sraa, � � �++� }+t �f� tr Warehouse Space With TWO l, 'DAN N. 0 1 Story D t nve- h _$gyl Existing 8" Sanitary / / qIC-4- 0; - 24,000 SF of ­ IMPSewer Force Main -yyjC (FCSA) M 14 Buliding Size Fu 220'x120' -9 26,400 SF Footprintfl ST FLOOR FFE = 502.00 Allen L. & � / tsya`5x ny�;�}}'' Ji� ��sf '�;,-��� �^at�i,o�3,�F�i%tatT,-W-Doq-r Dorothy H. Shirley 16" Door D.B. 389 Pg. 484 _.k I Space IYP-) 0 x60' Tax # 44-A-5A 20 Zoned M2 M 2 Story Use: Industrial 2,400 SF az t'zw1g, t Existing Woven MIT I , IN �101 Wire Fence IN Nh al, Vil, ®r'! 75' EIRL J �oL Q_j mm1.... 'VILT H OF 0. A10 4E 4 JO HUA P RY TURNER Lic No_ 042465 S 155 2'4 5'5 0 E 5 2* 4-;:;'5 4 SS 2'4 -0 4 9 N n, 29�.00' 3�25.00' X 0 V_ Av- (30' R/W�-__- �-T FM ....... MAL (Speed Limit Not Posted) Ebert Road State Route 837 Charles Zuckerman & Son, Inc. Zuckerman Enterprises, Inc. D.B. 451 Pg. 657 D.B. 310 Pg. 699 Tax # 44-A-12 Tax # 44-A-12A ANDERSON & ASSOCIATES, INC. DATE 27 AUG 04 REVISIONS: DOCUMENTNO. DRAWNED. : KBH 21 SEP 04 22826-007 Professional Design Services : KBH JIREH ENTERPRISES www.andassoc.com 7722 Main Street CHECKED: TSS LIGHTING PLAN SHEET Middletown Va 22645-9500 FREDERICK COUNTY, VIRGINIA 7 9 Virginia - North Carolina - Tennessee 540-869-2501 QAIQC OF W r (n CL Af 0 C_ 00 C14 0 U_ I E 0 0 0 N 07 ti DETERMINATION OF SEWAGE FLOWS PROPERTY USE STORAGE BUILDINGS & WAREHOUSE AVERAGE NUMBER OF EMPLOYEES 40 AVERAGE NUMBER OF CUSTOMERS PER DAY 30 TOTAL NUMBER OF PEOPLE 70 VDH DESIGN FLOW FOR FACTORY & OFFICE (PER PERSON) 15 — 35 GALLONS PER DAY CHOSEN DESIGN FLOW RATE 25 GALLONS PER DAY CALCULATED FLOW (GALLONS PER DAY) 1750 GALLONS PER DAY PEAKING FACTOR 4 PEAK FLOW (GALLONS PER DAY) 7000 GALLONS PER DAY HOURS OF STORE OPERATION 10 HOURS PEAK FLOW (GALLONS PER HOUR) 700 GALLONS PER HOUR PEAK FLOW (GALLONS PER MINUTE) 11.7 GALLONS PER MINUTE PUMP STATION DESIGN ELECTRICAL, TO PROVIDED LLUMBII G MECHANICAL WET WELL VOLUME REQUIRED (FOR 24 HOURS OF STORAGE) WET WELL DIAMETER REQUIRED WORKING DEPTH (DISTANCE BETWEEN PUMP ON AND PUMP OFF) DESIGN ELEMENTS LOW WATER LEVEL (PUMP OFF) 487.00 FEET FORCE MAIN DISCHARGE ELEVATION 497.00 FEET STATIC HEAD 11.0 FEET FORCE MAIN SIZE (VELOCITY BETWEEN 2-8 FPS) 1.5" (VELOCITY = 2.18 FPS) TO BE PFjVIDED BY MECHANICAL, ELECTRICAL, PLUMBING CONTRACTOR DESIGN PUMPING RATE LENGTH OF FORCE MAIN 455 FEET FITTING LOSS 0.40 FEET EQUIVALENT LENGTH OF FORCE MAIN FRICTION HEAD LOSS 10.54 FEET TOTAL FRICTION HEAD LOSS 10.94 FEET TOTAL DYNAMIC HEAD 21.94 FEET TO BE PVIED PUMP MANUFACTURER: EL.ECTRICAL, PLUMB NG CONTRACTOR MODEL RPM MOTOR BHP IMPELLER DIAMETER GPM ACTUAL TDH ACTUAL STATION SCHEDULE USE ENVIROMENT ONE MODEL 2014 DUPLEX PUMP SYSTEM. SEE DETAIL THIS SHEET ACCESS WAY VENT 2014 STRAIN RELIEF CORD CONNECTOR / WATER TIGHT LID, FRP FIELD JOINT, REQUIRED DUAL WALL CORRUGATED FOR MODELS TALLER -r- HDPE ACCESSWAY TEEN 2014-93 POWER 8 ALARM CABLE 12-6 W/GND INTERNAL WELL VENT ELECTRICAL QUICK DISCONNECT 2.0• DMA. (EQD) INLET, GROMMET CORE CONTROL COMPARTMENT TO ACCEPT 4.50" O.D. BREATHER PVC PIPE (STANDARD). DUST COVER SUPPLIED DID FOR SHIPMENT (NOT 1 V4" FNPT SUITABLE FOR BURIAL) (304 S.S.) QUICK DISCONNECT ASS(. (304 S.S.) SS CAST BALL VALVE 1 Vt• DISCHARGE UNE i (304 S.S.) T ALARM ANTI -SIPHON VALVE 31 in (GLASS FILLED PVC) 80026 mm B 8 mm ON �Is ff�j � 18 �, 445 mim HDPE TANK 6=01 1/2' NOMIINAL WALL THICKNESS 75 GALLON CAPACITY EACH SIDE OF BAFFLE 14 343 d UL NSF CP 49 gd �J f 185 L SEM-POSITIVE DISPLACEMENT TYPE PUMP SGS I CAH I OB/13/Oi H 1/ DIRECTLY DRIVEN BY A 1 HP MOTOR OR BY I CW-D I DATE ISSUE SC CAPABLE OF DELIVERING 9 gpm AT 138' TD.H. , (34 Ipn AT 42m TD.H.);„ NOTE. A CONCRETE ANCHOR IS REQUIRED TO PREVENT THE TANK FROM FLOATING. SEE INSTALLATION INSTRUCTIONS OR SPECIFIC CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR : ■ ■ ■ ■ ■ ,;• _ ■ • of 51 50 50 50 50 50 49 49 49 49 49 48 48 48 48 4$ 11 +00 12+00 13+00 SANITARY FORCE MAIN PROFILE STA" 10+00 TO 14+56 SCALE: 1'=50' H, 1'=10' V PRIVATE 14+00 14+56 : •• • rt rr rr ,• • �ylrri�'��7,ii 1. • . • _ - - .. . MR M �_ i�'�:iii■ V i� . «�� �— ice- - - -� I■�I�r•t �I fir•' 10+00 11+00 12+00 13+00 WATER MAIN PROFILE STA. 10+00 TO 14+62 SCALE: 1'=50' H, 1'=10' V 14+00 15+00 16+00 16+81.65 ANDERSON & ASSOCIATES, INC. DATE : 14JUL 04 REVISIONS: DOCUMENTNO. Professional Design Services DESIGNED: KBH 27AUG 04 JIREH ENTERPRISES 22826-008 9 DRAWN : KBH 21 SEP 04 UTILITY PROFILE SHEET www.andassoc.com 7722Middletown Street CHECKED: TSS 06OCT 04 FREDERICK COUNTY, VIRGINIA 8 9 Middletown Va 22645-9500 Virginia - North Carolina - Tennessee 540-869-2501 QA / aC = of Io I M'Mfj:RW:afxI CMER. Non-Tr.dk.' M326PIN: t8lim Dia. Trdft� P Tp* 0(C W(FMM9)*WRNL-12-T U*Lid) 246 so 3 604W schedulaQ' and painted4edaw- l1rdW-. mindtft — encaserma.-- J DET BOLLARD AL ddon lo.installation .be�app Pu 0W . -.1ith LCA&required qmcrete pad 1'-6a sq. x 6' deep widi. 1§�-bsaio -444 Saine Side t�PPlfl$Ei"EF� - 01. spa 5JOW -WHM48WD-44 44 84 'VBKC74- ZW D-44-444Ma T xt, : * lN§TA �--Q 11PqWP:. 1, Exact lac3tiort ofjm9tWb.,6x` a . s ::bW.aPPMved..priortDjaWll 'qn. ".010 v Ater serve crossing street: a) trnc {r diameter V :-p ru SCH401,P. -W n: frorri�qqa.- -,sidewalk ibe. ,gxn shall' sftiti t6bft.,ibiot.- bay - and sidewalk edcopperwim qWtracino ftm*t.orp'7-ttbp.*:Intft�thenieWt»', air�nd stop; wire to.0040POIotap of PET atj0rfq..ot-intervals, Conwup Ot SIAKX314"l 3/4*-4t- 1 N!.METER INSTI-ALLATI'M F .!..4 OOT COVER) .1a` to: be rrtitrirruupit 7�tr aIx'Jvo1*QfbL90 acrew typer .-9 . Ldiustable `move.,box .Mechanicaljoit f IRE N"RMIT-AS6EM6LY PIPE 0 UTLE J CONDITIONS A A )EPE OUTWY TO FLAT LREA WITH NO DEFINED 'HANNEL 01 form b( )IN118181. 0 see rtotey elect-ba&B �----7— CONCRETE CRADLFE CONCRETE ARCH -CmdRm 'ENCASEMENT. NOTE: T,6:bozarripacted:uf- m.p ffqapd.,m_urh: 00ty; T RENOH 0EC1 tgG ROW-64 TEES.ViYF,-,," n MIX TYP ICALSECTION'. .In . :fieijof.wdod.-.brtningtheJift be*vi wkh: **Oteshand dtd* ethylene and ttuiconcret6 Opum I irptind iiiun Aciainst.-undishitb ,,Sdj g:and 11D1 = ir-mini.-Ibr 12*,th N 21r'l' against undistuffied SoWshall X for A�: CONCRETE DIVIENS.10 S FOR HORIZOW -, RLW .. N , _ ATH F". Diia. lj4l`znd.2� _Bends. 45'Fan Beads:: da' -A B C A: B G A 64 1,-&-. 0!-T. V-DO T 6E-759F. t �Lv� 6, 12m V-T .1;'4r Z-V -T- V� -11- V.4 r z4 -T- 14* 27-(r V-V 3'-W 1'-T 1'0 1`-B- T. 0. V0 w4r leg ZT 11;-w Vms' 11..Z, IA4r. Z-T 4!0` 4'.-61 11r '21-ir jl;T T,�': -1: 44! 204 V-94 -1:1-91., 11=81- 1t0 V ga. ) mdibmfltbil�'} kl.. bi&id L 0 a 0 X ------- d ConcreW Note: this SECTION A —A FUM CLOTH mf IN 6'-9% RECOMMEMED FOR ENTM PERII&M iofthiruttl:ilock krar: ` .VERincALSENDS.. I: 4444ar-,. 221 stone f-A -aj THRUST BLOCKS-.F0RV-ERT-4QAL 12, 12 55 UP SENDS, q1iAL4,,,BETHE-S4W:. f4! -,O-A: i 17 4.9 71-1 AS F0RH0FHZPNrALBBM AMENALVE 2 A5 '7 A . WMWIIM THRUST 13.LbiaKING Rgum ANDERSON & ASSOCIATES, INC. DATE 21 SEP 04 REVISIONS: DOCUMENTNO. Professional Design Services DEESSIIGVNED: KBH 06 OCT 04 JIREH ENTERPRISES 22826-009 7722 Main Street KBH DETAILS SHEET www.andassoc.com Middletown Va 22645-9500 CHECKED: TSS FREDERICK COUNTY, VIRGINIA 9 9 Virginia - North Carolina - Tennessee 540-869-2501 QA/QC : OF 7 VICINITY' MA1Jv = VOW R E D .9 BEL M u ICK CO. UNT'Y VIRGINIA*. PREPARED Pi RD FOR JIREH ENTERPRISM0 alow . . r Am SHEETINDEX 1. TITLE SHEET 2. GENERAL NOTES AND LEGEND 3. GENERAL NOTES AND STANDARD DETAILS 4. DIMENSION AND UTILITY PLAN 5.. GRADING, DRAINAGE APJD EROSION CONTROL PLAN. 6. LANDSCAPE PLAN 7. LIGHTING PLAN 8. UTILITY PROFILES 9. DETAILS ANDERSON & ASSOCIATES, INC. Q Q Professional Design Services W4YW.andassoc.001T1 7722 Main Street Middletown, VA 22645 Virginia -North Carolina -Tennessee uo$69-26o, J.N. 22826.00 14 JUL 04 SHEET REV. 27 AUG 04 21 SEP 04 06 OCT 04 I'a N JOSHUA RY TURNER Q Lie. o. 042465 .0 ANALCL �. a 22826-001 7 GENERAL NOTES 1. TOPOGRAPHIC INFORMATION PROVIDED BY TOPOGRAPHIC SURVEY PERFORMED BY ANDERSON &ASSOCIATES. 7. EXISTING TOPSOIL. AND ROOTMAT SHALL BE REMOVED TO A DEPTH OF 1 F007. SUBGRADE SHALL BE COMPACTED AS DESCRIBED IN EARTHWORK NOTE #2 AFTER REMOVAL OF ROOTMAT AND TOPSOIL 2. CONTOUR INTERVAL=t FOOT. 8. AREAS THAT ARE SOFT, OVERLY WET OR EXHIBIT PUMPING. SHALL BE UNDERCUT AND REPLACED WITH 3. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF FREDERICK COUNTY, THE FREDERICK SUITABLE MATERIAL. GOtJNi'f SANITATION AUTHORITY AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS AND sraNOAaDs, NEST EDITIONS. ROADWAY AND PARKING LOT NOTES: 4. CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO AND CURING CONSTRUCTION. ANY DISCREPANCIES T. GRAVEL. USED IN BASE COURSES SHALL BE CONSTRUCTED ON A COMPACTED SUBGRADE FREE OF ORGANIC FOUND BETWEEN THE DRAWINGS AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN THE MATTER. GRAVEL. SHALL. BE VDOT TYPE 21-A AND SHALL BE PLACED AND COMPACTED IN A MOIST CONDITION DRAWINGS SHALL BE IMMEDIATELY REPORTED 70 ANDERSON &ASSOCIATES, WHO SHALL PROMPTLY CORRECT SO THAT THE FINES REMAIN MIXED WITH THE COARSER MATERIAL. SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR WITHOUT DIRECTION AFTER HIS DISCOVERY OF SUCH INCONSISTENCIES OR AMBIGUITIES, SHALL BE DONE AT THE CONTRACTORS RISK.. 2. ASPHALTIC: CONCRETE SHALL BE APPLIED TO THE PREPARED GRAVEL BASE COURSE FOLLOWING THE APPLICATION OF A LIQUID ASPHALT PRIME GOAT. ASPHALT SHALL CONSIST OF A PLANT -MIXED BITUMINOUS 5. CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT REQUIRED AND SHALL PERFORM ALL MATERIAL ROLLED SMOOTH. THE ASPHALT SURFACE SHALL BE SMOOTH, SEAMLESS AND OF A UNIFORM WORK INCLUDING RESTORATION FOR THE COMPLETED INSTALL4114N OF UTILITY SYSTEMS AND ALL OTHER TEXTURE. ASPHALT MATERIAL SHALL COMPLY WITH THE MINIMUM SPECIFICATIONS REQUIRED BY THE VDOT ROAD IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY. AND BRIDGE SPECIFICATIONS, 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS AND 3. THE ELEVATION OF NEW PAVEMENT SHALL MATCH THE ELEVATION OF THE. EXISTING PAVEMENT AT ALL ELEVATIONS SHOWN ON THE CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED BY THE. CONTRACTOR PRIOR TO INTERSECTIONS, BEGINNING WORK_ 4. TYPICAL SECTIONS ARE INTENDED TO SHON! GENERAL. FEATURES OF THE PROPOSED CONSTRUCTION: FOR 7. CONTRACTOR SHALL. OBTP,IN,, AT HIS EXPENSE, ALL PERMITS REQUIRED PRIER TO STARTING WORK. AND EXACT DETAILS AT ANY' GIVEN LOCATION, SEE THE PLANS. SHALL ADHERE TO THE CONDITIONS IMPOSED. 5. THE PAVEMENT DESIGNS SHOWN ARE BASED ON A CBR, OF 3.0. SUBGRADE TESTING SHALL BE 8. CONTRACTOR fS RESPONSIBLE FOR COMPLIANCE WITH. THE REQUIREMENTS OF SEC, 59.1-406, ET SEQ. OF PERFORMED AT THE TIME OF CONSTRUCTION AND THE PAVEMENT DESIGNS SHALL BE ADJUSTED, AS NECESSARY, THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINE SAFETY ACT). 70 REFLECT THE ACTUAL CBR VALUES. 9. ACCESS BY EMERGENCY VEHICLES MUST BE' MAINTAINED AT ALL TIMES. ACCESS TO FIRE HYDRANTS MUST 6• ALL PARKING LOT STRIPING AND PAVEMENT MARKINGS- SHALL BE IN ACCORDANCE WITH VDOT STANDARDS. NOT BE IMPEDEDFc7 ANY TIME BY PARKED VEHICLES, CONSTRUCTION MA7ERIkLS, SOIL STOCKPILES, ETC. 7. ALL. RADII SHALL BE 5' UNLESS OTHERWISE DIMENSIONED ON THE PLANS. 10. EXISTING UNDERGROUND UTILITY INFORMATION HAS: BEEN TAKEN FROM: AVAILABLE. INFORMATION PROVIDED 8Y LOCAL UTILITY OWNERS AND SUPPLEMENTED BY ANDERSON & ASSOCIATES. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND FOR .4,NY STORM; SEWER- NOTES: DAMAGE THAT MAY OCCUR DUE TO H15 FAILURE TO LOCATE AND PROTECT UNDERGROUND FACILITIES. 1, ALL STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE AND SHALL MEET THE REQUIREMENTS 14. THE CONTRACTOR IS. RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. A RESULT OF HIS CONSTRUCTION WITHIN OR CONTIGUOUS TO IXk517NG RIGHT-OF-WAY. 2. JOINTS BETWEEN SECTIONS. OF CONCRETE PIPE SHALL BE MADE WITH A WATERTIGHT JOINT USING EITHER A 1CHANGES: OR REVISIONS. TO THESE CONSTRUCTION PLANS SHALL NOT BE MADE.. UNLESS FIRST APPROVED STANDARD' OR MODIFIED TONGUE -AND -GROOVE, 2 6Y THE ENGINEER. VATER, NOTES. EROSION. ..CONTROL NOTES t. THE WATER.SUPPLY FOR THIS FgCIli1Y WILL BE PROVIDED- BY AN EXTERNAL CONNECTION. TO THE EXISTING ES-t:;. UNLESS OTHERWISE. INDICATED: ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONCOUNTY SANITATION AUTHORITY SYSTEM. THIS GONNECTiON SHALL BE SCHEDULED AND COORDINATED WITH THE PRACTICES WILL, BE CONSTRUCTED AND MAINTAINED- ACCORDINGq TO MINIMUM STANDARDS' AND SPECIFICATIONS FREDERICK COUNTY SANITATION AUTHORITY. OF THE., VIRGINIA EROSION: AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION VR 625-02-00, 2. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARDS AND- 5PECIFlCAT ItlN SET FORTH EROSION AND SEDIMENT GQNTROL REGULATIONS, 6Y THE" FRF�ERI�K'. COUNTY SANITATION AUTHORITY. ES-2 THE':CONFERE CE,PLAN ONEWEEK�PROR TO THE COMMENCEMNG AUTHORITY MUST BE. �NTIED OF tANDONEWEEK DISTEJRBiNG APRIOR �TNITY,THE.PNiD ONE WEEK PRIOR SANITARY SEWER NOTES: TO THE FINAL INSPECTION'. 7. THE SANITARY-' SEWER FOR THIS FACILITY WILL CONNECT TO THE: PROPOSED- SANITARY SEWER FORGE MAIN U WITH A NEW PRNATE. FORCE MAIN IN THE VICINITY OF THE FACILITY. THIS CONNECT10Np SHALL BE,SCHEDULED ES-3. ALL EROSION: AND SEDIMENT CONTROL MEASURES ARE TO 6E PLACED PRIOR 70 OR AS TtiE FIRST AND COORDINATED* WITH: THE FREDERICK COUNTY SANITATION AUINOR(TY, STEP- IN SITE WORK: 2. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFFCATiONS ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SET FORTH BY THE FREDERICK COUNTY SANITATION AUTHORITY. SITE AT ALL. TIMES: ES-5. PRIOR 70 COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE. SIDEWALK NOTES. _ PWNS (INCtUUiNG. 8UT NOT ttMITED_ T0� QF� SffE_ BORROW flR-1NASTE-RREA9 ,..THE COt�7RACTOft SHALL __..... � T: GRAVEL USEQ IN TFfE' SIDEVYACK BASE COURSES SHALL BE CONSTRUCTED ON A COMPACTED SUBGRADE SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL. BY THE PLAN FREE OF ORGANIC; MATTER. GRAVEL SHALL BE VDOT TYPE 21-A AND SHALL BE PAGED AND COMPACTED IN APPROVING AUTHORITY. A M0157 CONDITION SO THAT THE FINES: REMAIN MIXED WITH THE COARSER MAtERIAL ES'-6: THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL 2, 7ypICp,L SECTIONS ARE INTENDED TO SHOW GENERAL FEATURES OF THE PROPOSED CONSTRUCTION. FOR MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY: THE PLAN APPROVING EXACT DETAILS AT ANY GIVEN. LOCATION, SEE THE PLANS, AUTHORITY, ES-7 ALL. DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES 3. ALL SI�ENtRLIfS ARE TO BE 4' T1iICK CONCRETE UNLESS OTHERWISE SHOWN 6N THE PLANS. ALL DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. CONCRETE. SHALL HAVE A 32000 PSI COMPRESSIVE STRENGTH AT 23 DAYS. ES-8f DURING DEWRTERIiVG OPERATIONS', WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE - EVERY CONTROL JOINTS SHALL BE INSTALLED EVERY 10` (MAX), AND IXPANSfQN JOINTS SHALL 8E INSTALLED EVERY 30' (MAX) UNLESS OTHERWISE NOTED. DOWELS SHALL BE INSTALLED A7 EXPANSION JOINTS. ES-9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER E�,CH RUNOFF -PRODUCING RAINFALL.EVENT. ANY NECESSARY REPAIRS OR CLEANUP 70 MAINTAIN THE. EFFECTIVENESS SIGNAGE, NOTES: OF THE EROSION CONTROL DEVICE SHALL BE MADE IMMEDIATELY. t, REFER TO THE SITE: PLAN FOR LOCATIONS OF TRAFF'IG SIGNS AND HANDICAP PARKING SIGNS. ES-10: FOR THE PURPOSES OF PLAN' APPROVAL, THE ENGINEER OF RECORD FOR THE EROSION AND SEDIMENT CONTROL PLAN.AND NARRATIVE (TIM STQWE, PE; LICENSE # 21924) SHAH BE THE CERTIFIED RESPONSIBLE 2• THE CONTRACTOR SHALL PROVIDE. ALL TRAFFIC CONTROL SIGNS AND OTHER MEASURES AS REQUIRED. LAND DISTURBER FOR THIS PROJECT UP TO THE COMMENCEMENT OF CONSTRUCTION. PRIOR TO THE START OF 3. ALL TRAFFIC SIGNS SHALL BE PER MUTCD OR VDOT REQUIREMENTS. CONSTRUCTION, THE CONTRACTOR SHALL DESIGNATE A PERSON WHO IS CERTIFIED BY THE' VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (SCR) AS: A RESPONSIBLE LAND DISTURBER (RLD) FOR THIS PROJECT. THE ¢ HANDICAP PARKING SIGNS SHALL INDICATE VAN ACCESSIBLE SPACES WHERE APPLICABLE. NUMBER: AND THE ENGINEER SHALL BE NOTIFIED OF THIS IN WRITING, INCLUDING THE NAME AND CERTIFICATION NUMBER OF THE DESIGNATED RLD. 1., EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO PERFORMING ANY EARTHI DISTURBING ACTIVITIES. 2. FILL MATERIAL PLACED BELOW STRUCTURES, CONTROLLED FILL SLOPES, AND THE TOP ONE (1) FOOT' OF PAVEMENT SUBGRADE SHALL. BE PLACED IN 6" LIFTS AND COMPACTED TO 987 OF THE LABORATORY MAXIMUM DRY DENSITY AS DETERMINED BY METHOD "A` PER STANDARD PROCTOR AASHTO--T99, ASTM-D698, OR VTM- 1` AS APPLICABLE. FILL PLACED BELOW THE TOP ONE (1) FOOT OF THE PAVEMENT SUBGRADE, AND ALL OTHER AREAS (INCLUDING GRASSY AREAS) SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE SAME STANDARD. THE MOISTURE CONTENT OF THE SOIL SHALL BE AT OR WITHIN TWO (2) PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. COMPACTION OF THE SUBGRADE SHALL BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. 3. SUBGRADES IN CUT SHALL BE COMPACTED FOR A MINIMUM OF ONE (1) FOOT IN DEPTH. 4. AREAS OF WET OR SOFT MATERIAL. UNDER ROADS OR BUILDINGS SHALL BE UNDERCUT TO A DEPTH DETERMINED BY THE SOILS ENGINEER AND REPLACED WITH SUITABLE MATERIAL. (SEE NOTE #8) 5. ALL FINISHED GRADING, SEEDING, SODDING OR PAVING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF WATER ON THE SITE, PARTICULARLY ADJACENT TO EXISTING OR PROPOSED BUILDINGS AND STORM INLETS. POSITIVE DRAINAGE SHALL BE PROVIDED ON THE SITE AT ALL TIMES. 6. EXCAVATION SUPPORT SYSTEM SHALL CONFORM TO THE PROVISIONS OF OSHA CONSTRUCTION STANDARD 29 CFR PART 1926 SUBPART P. 1.5" M 8.0" ENC'TWCE AND HEAVY LOAD PAVEMENT CROSS-SECTION SFFE PLAN NOTES I. PROPERTY OWNER/DEVELOPER: JIREH ENTERPRISES LARRY SNORT 250 LIBERTY LANE MIDDLETOWN, VA 22645 (540)869--9557 (540)974-3080 2. ENGINEER/SURVEYOR ANDERSON & ASSOCIATES, INC. 7722 MAIN STREET MIDDLE_ TOWN, VIRGINIA 22645 (540) 869--2501 3. TAX IDENTIFICATION NUMBER: 44--A-6A 4. ZONING DISTRICT: M2 ADJACENT ZONING DISTRICTS: M2 (ON ALL SIDES) 5. PROJECT ADDRESS: EB ERT ROAD WINCHESTER, VIRGINIA 22602 6. MAGISTERIAL DISTRICT: STONEWALL 7. TOTAL SITE AREA: 15.85 ACRES 8. TOTAL DEVELOPED AREA: 10.41 ACRES 9. USE EXISTING, VACANT PROPOSED: SELF STORAGE AND WAREHOUSE 10. SETBACK REQUIRED FRONT-75' PROVIDED FRONT =95.58.' LEGEND PROPOSED PAVEMENT PROPOSED GRAVEL SIGN WATER VALVE WATER METER FIRE HYDRANT EXTERIOR LIGHTING EDGE OF EXISTING PAVEMENT SANITARY SEWER FORCE MAIN STORM SEWER LINE WATER LINE RIGHT OF,WAY PROPERTY LINE FENCE EXISTING FENCE NEW SILT FENCE NOTATION SEDIMENT BASIN NOTATION REQUIRED SIDE=25' PROVIDED SIDE i-25.00' REQUIRED REAR= 25:' PROVIDED R V{DED EAR .9,74 11. BUILDING HEIGHT- MAXIMUM7 BUILDING HEIGHT=60' ACTUAL BUILDING HEIGHT-25' 12. BUILDING AREA PROPOSED BUILDING= 136,300 S.F. 13. F: A.R..- 3:f . 1 300 S: F. 15.8 5 ACRES) •_ 0.2Q 14, PARKING SPACE REQUIREMENTS SELF, STORAGE: 1 SPACE PER 5000 SI.F. BUILDING' SPACE W AR OUS EH E. 1` SPACE PER - - R EMP OFFICE: 1 SPACE PER 250 S.F. SELF STORAGE SF PROVIDED: 69,.100 :S.F. SELF STORAGE SPACE = 14 SPACES WAREHOUSE SPACE PROVIDED: 62.400 S.F. WITH 35 EMPLOYEES -= 35 SPACES OFFICE SPACE PROVIDED: 5,460 S.F'. = 23 SPACES TOTAL PARKING REQUIRED=72 SPACES TOTAL HANDICAPPED PARKING REQUIRED-=3 SPACES. NEW SPACES` PROVIDE0=72 NEW HANDICAPPED SPACES PROVIDEDl5 15. LANDSCAPING REQUIREMENTS 306,536 SF OF IM PERVIOUS: AREA 0 ENE (1)' TREE PER` 1 O;gQO SE'` -- 31 REQUIRED TREES. 31 TREES PROVIDED WITH THIS PLAN. 157o LANDSCAPE AREA REQUIRED` FOR M--2 ZONING. 6.95 ACRES OF GREEN LANDSCAPING PROVIDED = 44% OF TOTAL 15.85 ACRE SITE: AREA. 16. NO INDIVIDUAL STORAGE` UNIT WILL EXCEED 1.000 SQUARE FEET IN AREA OR BE USED FOR ANY OTHER USE THAN STORAGE / .fl'l!/�'/f+. %fr`r." �flFl"f%df !J�/�i� /'f f•� .. 1.5" BITUMINOUS CONCRETE SURFACE COURSE SM-9.5A� c,&googc a o "0 r� ;0 to r,�J C., ate `�'"O{•�� C.r`po ;i CO � ra�`-•tr••,, ^,�✓�. G�J n +i} � �.��� n C� g,p" )UNTREATED AGGREGATE SUBBASE, VDOT Zi-B00 ,�.� �. o /•��'/h'�!vj ry.(/'�,{' ,,. ...�, ac ^, am�` Vb ..�Wo` t'•_ 1;211 o�o O0 i 00 ok i Cc l O��.J O rat- .-.: ram. r.;. .-tit � r.�r ram. � nt. -%' �-�t ; -•f Li UGHT LOAD PAVEMENT CROSS-SECTION NOTE: PAVEMENT DESIGN BASED ON ASSUMED. CBR VALUE. ACTUAL CBR VALUES ARE TO BE DETERMINED IN THE FIELD PRIOR TO PAVING OPERATIONS, AND PAVEMENT DESIGN MODIFIED AS REQUIRED TO MEET ACTUAL CONDITIONS. A . a O;wm ANDERSON &ASSOCIATES, INC. DATE : 14J0004 REVISIONS: DOCUMENT NO. Professional Design Services F gDRAWN DESIGNED: KBH KBM 27AUG 04 21 SEP 64 JIREH ENTERPRISES GENERAL NOTES LZHZs-OOZ www.andassoc.com 7722MainStreet "'�$ss-Z�oi ��'�i0° CHECKED: TSS 060CT04 FREDERICK COUNTY, VIRGINIA SHEET 2 9 -North Carolina -Tennessee ��Q� � of L a.. 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 VAUD FOR TWO YEARS FROM THE DATE OF FCSA APPROVAL.. 3. WATER AND SEWER UNES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SHALL MEET ALL AUTHORITY REQUIREMENTS. 4. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL 8) THE DEVELOPER/CONTRACTOR MUST: 1. MAKE APPLICATION AND PAY DEPOSIT 2. MARK THE TAP LOCATION 6. THE CONTRACTOR SHALL TIE IN A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILUNG THE MANHOLE. 7. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 8. THE AUTHORITY'S MAINTENANCE DEPARTMENT SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2" IN SIZE. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBIUTY 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 AUGNED 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 BET 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 APPUCAT10N FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. C) THE AUTHORITY SHALL FURNISH AND INSTALL ALL pis", -'4." AND 1" WATER SERVICES. D) FOR ALL 1}2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY UNE. THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. E) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 10. ANY WATER SERVICE LINE MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR 1013. 11. ALL FIRE LINES SHALL HAVE A FIRE SERVICE METER ASSEMBLY AND A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK OR RPZ, AS REQUIRED). THE ASSEMBLY .0 1ALL MEET ASSE STANDARD NO. 1048 OR 1047. RADIO READ REMOTES ARE REQUIRED. VDOT GENERAL. NOTES V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISiO"#S TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGIN EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPUCABLE 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. FL.AGGERS 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 RESPONSIBIUTY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACIUTIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBIUTY. 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 RESPONSIBIUTY 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. ANDERSON & ASSOCIATES, INC. A Q Professional Design Services www.andassoacom 7722 Main Street Middletown Va 22645-9500 Virginia -North Carolina - Tennessee Sao-869-25o1 V9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBUC 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 UMITS 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. V1 0, CONTRACTOR SHAM. ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. V1 1. 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. V1 2. 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. V1 3, ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL, WHERE CBR TESTINIG 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. V1 4. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILD'Y/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. V1 5. VDOT STANDARD CD, AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. V16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF THE DEVELOPER. E 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. VI S. 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 LMUZED 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. V1 9. 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 ?!.AID 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. V21I. 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 STABIUZATION 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. DATE 14 JUL 04 REVISIONS: DESIGNED: KBH 27 AUG 04 DRAWN : KBH 21 SEP 04 CHECKED: TSS 06 OCT 04 QA/QC 5=00 499.00 49&00 497.00 496.00 495.00 48# 00 0 5 10 1b 20 25 30 35 40 JIREH ENTERPRISES ENTRMICE PROFILE N.T.S, 1 1 /2"R 18" BORDER -GREEN TEXT -GREEN WHITE SYMBOL ON BLUE BACKGROUN BACKGROUND - WH 60" FROM FINISH GRADE TO BASE OF SIGN COLORS BORDER -WHITE TEXT - WHIT BACKGROUND - BLUE JIREH ENTERPRISES FREDERICK COUNTY, VIRGINIA 3/8" 45 50 55 60 3/8" D' RESERVE f -- 4 1 /4" 4 1/4- PARKIN PENALTY $100-$500 FINE TOW AWAY ZONE NOTE: FOR SPACE DESIGNATED ON PLAN AS VAN ACCESSIBLE, PROVIDE NAN ACCESSIBLE SIGN WITH MINIMUM 2" HIGH LETTERING MOUNTED UNDERNEATH RESERVED PARKING SIGN. SUBMIT SHOP DRAWING. SIGNS) SHALL BE MOUNTED TO 2-0 STEEL TUBE, FIELD PAINTED. SET PIPE IN 12"0 BY 18" DEEP A3 CONCRETE BASE, RECESSED 6- BELOW FINISHED GRADE. COLOR AND PAINT TO BE SELECTED BY ARCHITECT. 2" 2" 2n 6" min � may be uaad Mttn arty daslgrt � but is reQulrad Mtwn b Stha,e 40 ►rli7ti an FtsrrvJ hJ ctrt6 43 MPH in developed urban 3 suburban %vas. 0 N 0 0 I zo N 0 ♦ ♦ i ♦ ♦ The bottom of thb Mb 411tj p' p• p D Sutter troy be conatrvctod paraitef to the stops of subata[ocs sae! provided a d r to for uae Mich VbDbfFzad opan- grcdad draireoge iaYer. th! bottom a/ the cnrb and gvtiar shah be contracted pctuliei to the atop. of vubbwpe � and to ttm depth whore canbinaGose mo+urtabfe curb ozed Sutter is uaaef. tf� Stan3ar'd Errtnonce t rttara or Standard (dote: corn*w iae cwt wdw Connection for 5troet Lniataoetiprta having a radars of 3t)Or or less (cS cost qurntions curb foes of curb) shay be paid for as rudlai =nwwuw Curb &wder. whan this atar►&wd is to be tied u to uatbv barrier curb. the This itam may to pmcmt or coat in wars uoa is to bs mode .ittiin id plow. or the �n > made at Concrots to be QW3 A3 if oast ire pi m PS-4= if pe*=Ft. COMBINATION 4" CURB & GUTTER MGM DW RMW of TP.WSPM ►T" 1 "xV WOOD TRIM WOOD SIDING wa WOOD SIDING ON 2"W FRAMING WELD L FRAMING TO GATE HINGE PROVIDE 1/2"DIA.x18" LG. SUDE BOLT SECURED TO 4'*x12" METAL PLATE VDOT #26 STONE � AT EACH GATE ' SLOPE 1 /8" PER FT. TOWARD GATE - `D . U. L FRAMING cc � e-► 1 w , ' • ' ALL DES F • AND NOTE: ALL WOOD SHALL BE TREATED; -.. er DIAGONALLY 12 4 ACROSS GATE ALL HARDWARE SHALL BE GALVANIZED A 2"x4" BLOCKING 3 1 /2" METAL CHANNELS AT EACH 4"x4" COLUMN. ANCHOR INTO CONCRETE 6" CONC. SLAB W/ 6"x6" W2.9 xW2.9 WWF ON 4" COMPACTED GENERAL NOTES AND STANDARD DETAILS d- SEGTIOtl 20 6, _2" OA`'�,�,LTH pay, a � JO HUIm ANER Lie. �7/�465 rj� /0/L _04�l�1�i 0NAL `� DOCUMENT NO. 22826 -- 083 SHEET 3 9 OF iH 0 s 0N0 N a� 'C3 E v rn 0 0 -o > z CO rlzq- N Existin9 Woven — Wire Fence C\j f 1 � sa 25 o 50 ,00 ,so 1 � SCALE IN FEET / 1 S43'20'3Z„E 3ireh Enterprises Tax # 44--A-6A ,3 { Zoned M2 Use: Industrial Total Area: (15.8537 Ac.) 0 0 a 25SRL~— 1. 25' BRL f.. CV co 0 n cI u') 0 ` I z CVry 1 I I coli, � Buckley Lagess Inc. / CO/ D.B. 349 Pg. 302 l� � Tax # 43A--A-83 Existing FCSA 200 Water Line Existing 8# Sanita Sewer Force Main (FCSA) N52 45 49 325.00 Valley Fertilizer & Chemical Co. O.B. 504 Pg. 4.4.3 Tax J. 44—A--'6 Zoned M2 Use: Industrial X 22.00' New Fence x X R25 00' X New Fence New Board on Hoard Fence/Screening Detail Sheet bum wlEns 32 t o33• 43, y ch -, %tt;'Tt� 410 SANITARY taTERAL I 6ps Ell 4 • •• •. • • 'M n' f; t il ••�°'ij • • 84:�k,�,t�} J` i� �,• , rh'." • t , `• �• � ��'i?�i3Y�`�f�)�•!'�15 ��{ `+fit ,4�'� ii��' � r� i k� �• f s` s� r r y 6f st g Awl WE' 7 w It < ^ u 3 '� L _ S r,.. <C'. �t }i .`tea', ^�,e!•... T't." ?; `7r i4';ry„ �X. jl � . ,�"� ���'�s, �6 �,5�+ `,A L,� ���}} `I"'t' ::d"}."l`y+ i.''�•'yt`'�r� �i�'t., t i,.. �jf�.j- s . :{�')1/•/`r'�'4'•2Y! �'Z)S.:<"'ti;j�. ��`�;.�'r1,,�`r'i.�: Li S: 21 mg, ! l �� on Office Spa 22'x30' f1 Story 1 660 SF 0 0 •• i�ti�•if"" iillil• M =00r w 1YitATER METER ra r, r r►1 20' PERMANENT DRAINAGE EASEMENT EXTEND EXISTING 15" CULVERT r INV OUT= 494.20' j END SECTION READ. OUTLET PROTECTION READ. Sign 5'x10'x40' Toll , C. Edward Shirley, et al D.B. 452 Pg. 688 Tax # 44—A--5 Zoned M2 Use: Industrial 0�lewi Fen V m Notes: 1. Fire Lane No Parking Signs And Pavement Markings Required At All Fire Hydrants, Fire Department Connections And All Normal And Emergency Access Points To Structures. 2. All Required Egress Door Shall Be Accessible And Area Of Rescue Can Be Utilized On The Landings At The Loading Docks Provided The Exterior Wall Is Fire Rated Per Section 1003.2. 1 3.7-- Exterior Area For Assisted Rescue. 3. Structures In Excess Of 12,000 Sq. Ft. Shall Have Fire Barriers Installed In Accordance To Section 705 Of The IBC. 4. Design Professional Lic. 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, Etc.} New Fence 2 Signs 5'x10'x40' Toll Attached ew Fence Donald H. & Marcella C. Shirley D.B. 466 Pg. 795 Tax # 44—A-58 Zoned M2 Use: Industrial Allen L. & Dorothy H. Shirley D.B. 389 Pg. 484 Tax # 44—A-5A Zoned M2 Use: Industrial Existing Woven Wire Fence —Q— �F,�iLTH OF� PROPOSED JDSNUARRY TURNER Lie. o. 042465 RIGHT—OF—WAY AV 52°45'50''E 393t TO INTX. ROUTE 11 r�' 49 10 ANAL Tf Charles Zuckerman & Son, Inc. -- ._ D.B. 451 Pg. 657 Tax # 44—A•-12A 0 i N N sue.. 4) L.E.. a co 0 V_ > 0 L Q N C l� Co 2a'32 j "F 28 1. t Existing Woven _ k f �` Wire Fence 25, f 1 rl, X �I• a 50 25 0 50 100 150 1 5p4 f SCALE IN FEET 500,00 err Buckley Lages, Inc. D.B. 349 Pg. 302 Tax # 43A—A-83 ,y 1 � 1 �. X r New Fence t � •I , Jireh Enterprises ! Tux # 44--A-6A ,3 :1 Zoned M2 N Use: Industrial �f Total Area: / / (115.8537 Ac.) 1 t 10, 1 / • 11 E • = ( 25' BRL Or 7 1 1 N52'45'43"' 5.00' � 1 co 4 I •e � ! � (ft` l j / . C11 f CIV 11 11 i f r I f M E I 30' Water & Sewer Easement i1.7 Frederick County Sanitation A orityo j: Instrument J020014908 6 1 u� New Fence Valley Fertilizer & Chemical Co. D.B. 504 Pg. 443 Tax # 44—A-6 Zoned M2 ~`~` Use: industrial New Board on Board Fence/Screeni Detail Sheet w FCSA a SS FORCE MAIN 295.00' S52'45`49"E (BEING CONSTRUCTED) Ar 'ri FYI 325'4 t /]Y • ,Speed Limit Not Posted)Ebert Road State Route 83,fEXIS11NG8*TE Zuckerman Enterprises, Inc. D.B. 310 Pg. 699 Tax # 44--A-12 `L v C. dw d Shirley, et al D. B. 4 2 Pg. 688 DETENTION POND f Tax j 44—A-5 OUTLET sTRYcTURE Zoned M2 Sediment Trap Construction Requirements 15" RCf PIPE Use: industrial ENV IN = 4W.50 f 0 IJV• OUT = 488.40 DE ©N �, Np � Phase I -- Disturbed Area 2.5 acres TONS OF CLASS I .-- -EMERGENCY SPtLi. +Y - Provide 170 cu. yd. of Wet Storage R R D AT 0� 12 D -- Provide 170 cu. yd. of Dry Storage HEFT LOW OF WATER 3' BOTTOM WtOTIrf .- 2:1 SIDE LOPEoutlet Shall be 15 ft. in length t3P \ s } New Fenc Phase 11 -- Disturbed Area = 0.85 acres �,�,�:�y- , ����� ���;�� � - r--•--- --� -- P rov .114 e 58 c u . yd . of Wet Storage .- Provide 58 cu. yd. of Dry Storage outlet Shall be 6 ft. in length co Phase III - Disturbed Area = 1.5 acres '• iA > �': � .r*• �0 = ' -- Provide 103 cu yd. of Wet Storage P OPOSED STORMWATF.R "~ DETENTION FAQ Provide 103 cu. yd. of Dry Storage m, ro * --�`�" — Outlet Shall be 10 ft. in length ®� a Phase IV -- Disturbed Area = 2.2 acres t(� o FIR HYDRANT h� - t: Y" y. Provide 150 cu. d. of Wet Storage to .�, w ASS 8LY Y 3 a y w BO IDSf= K Provide 150 cu. yd. of Dry Storage 4 x EQOtR �- --- Outlet Shall be 14 ft. in length " ew F�enc r� Phase V -- Disturbed Area - 1.6 acres w•o. '... `S'4yA .: ... :.s,:Y;+• },9•.. r. 'v.: 1.. "".-' 'n 31•_Yte"'' .i:.: _.H; Lfi • :u r :_.�}+w w'1 . tl,� st . -- Provide 108 cu. yd. of Wet Storage ..KirV++^` ;r "v!:;3`'?i`U'•,.. .,.• 's?,-,�<�`X'.. •. �. d', ...•rr- r7<<'A.:r,:-3," :1.:y�h ..,7;-� :1,n`•.•, ••,a ri .•..-- .�� 'i F x 4 .y i :t ' d J.( a t r 4 • .;r .ate { i _ >{d 7•. Y -1..-. �.... ,' • V' a l A t -,U - w .fir". �>' •rt,.�.--.� -, :Y,. - .-=�� �� �' .t _ �:� ,y, � �tr:t Y c Provide 108 cu. d. of D Storage .,.L .t i+r. i'_ sa` ,wJ br•.r�'"•,r ,..r, .a"z'f.', .�{::%��;'x,.: <^•X;a.+'J;'v. _ta,:.Y,-.L'••:�.>.>s�. <r,,,.,.,,, '�j.'-'�-s.?.,'"'•�. .c=.' V ;��j/ ;,,, _73i:: a'Jlrt: r„n,.{-Y :t' :F- . �/: _ r:: -;GT, • <.-,.._.. i'... 'f-•Y.. .:." i'•:.. .. '.'.>�.•st. f °f°HYsyft•'S•i" " io- '�ri?a'r`.%dA _ +r Sa au.: ` - r,'r `'=.''v c.;n ..`> r .. Outlet Shall be 10 ft. in length L r .,., < i r . •wn a. f" ► F \ � a i 5.`-+ce q•.2t`�f � a r Fitt; {•y, « i . � t'' ' �'k,'f'%�' , SSSS ; � t � .�. _ t yst , • f i -r , , i •� ............ E� ♦♦aaaa.aaa ♦ aaa ►:J'. -,.r _, ... o.. .l'ZSabF,A'?�es. _ x ..... _ ,. W '= .�a``�[.ac�d,r't`i .sa.'r✓" v =c ID M 16os cp Uj r Story 660 S\ a h •� . m o t e Croz-3S S ction Lo CY) • I N f ew Fence 1 72 Signs 5'X10'x40' Tall 1 / Attached Fence •'�i/ Y li ) 3L 'V 7 1i � r ttl s �; • dt �+ All ` �. • •• � N � � h'S •,�a �2n+�f rd.�".'Sjr�l01-�:.T ����.NA����- [�j, �,a •Sap a �'�%�;�s>, �� �/ + •a • • i ° o,3�j , .4 u . r ,.nd td °. '�'fG'nr` a.- ` �. 7 i t. '� r .4+�1 �4-r ,,.¢ 2` U FQ��yu' j�•'t� -ir y ia`4'• !A ,'•�� • • �i�f�S.y, A j•j%r •�,Y•c�� �j-��li� b• :C, ss'i�..�f`' � ryr`i�)t �r.�'r� �fXf�.. `�;rFt�'9- n !f 4 r is e4.n7 4WWIF'e' t •i ,,. ; �r ` T',,ta�F •_ ra< q:+ d. ar 1� t ` �.�•• •>• r s �"fc . tr L � ��C 4'�, ��a� . � �E • .� � _ a k �'Fi: '�'jt;,i�>p. > '• i ' '�t� Jwj r„ yEs.,;`( � • �� � i ':�q'y , a �E � �a . yr • � -- --- �' $��t; ':.. } a ?s ?t. •` �i+ ��4 r•'� J��9 dr .,t�: �lr Marco • G. Shirley �LlY�, ' zY� %��:v�� i t �� t�i ��,�, .w5?' �� �� i • ssa -vt �M • • w e • �� Y �� . rrl'r � ' � �L` �'a_ �•er' a'4c�r'�_�� ±r � fir. " i• , .`` �:° � y ..'�•` �'" '• fp `.,.{'i``%�.r;7isic; r ^� Zoned M2 ow se: idustrial }'� f i.: •�-�,a,(�{ .Y� �� 1 �d'i•\ •' •� �`�`'`' r�d4� z��d• �. �J��ks'r � s � �",,.���: a, t r • • �� �:? 1r i; ' �:, c, islr • zg,c. E Z;,V • tS+'�i' i, a:4ti ? • r t �� `� (�'����` . �• l" a J ! !�-•�. � . l . t 'Z.."�f ♦ 7-i 'z-gf� '<��'�, t" s y�'� ` y `�t •�: _, � f°Ki{ ,bl< y ^•' > pa�y3` \\\\ �S a't;'� y r. tnN�ij}, 5'fk ,r}i�jslt li>. ' 2 St • ! 't�%';e, S '! ��`•� k:�.\\�'Lr4�rn'F+b; f r rJ•�r',,,,�y .v i ! • 1r t r f l2tt sue.• rY r • i f ��1n`',LCLy�y�•. ',C�t�t r -� a"aaaaaaaaaaa►aaasaaaaaaa.aa♦ �� ��j{�' ;�i''ml,fsf ;i� ♦a ♦aaaaaa♦aaaa rasa i"� +l`r. 7,ta1r �� ' �. �� •r....� �' ,3 ,,,��� p�'� c�£"��'•1�� .:�cL� t • "'.� i .�� S''Ft'yai5�jt�� e� i t 3r,� S, . !� � �'t:f�' i•5�. '.,{�j�;jy • � • t • ! ♦ t .P *�° ,..,,.1! y��.�'��`.��] r�j{"}�� r� ya��`'.�' � 1, [i � ! ! �• � �?• • t ' • • • • yi ` • ' `arr,y 1°�i�� • ,f��s ;: •t ,i,4 ,' ,Sy,•!C'.. '' ' • ; fix; ,iM1"�r,'r >! t.._f;.1'r '-�'%'Y,+: t� ia�•n ,.t/�S '.} tir.':s'zc#1t: Story • tit ?'i" }r}rt�"rty+A'?5'3'Mb ,!'i" - - ; a�. �(.�rin?' �y'�.. • . I, ;.,n Z Li, xfp• ;,SZSifi. ,��tSr?F.Y� �,`, 3 >/t hu> .,.�t{�.r i . r j !yit �C • • � "Xl -0� � �r Rb d "•4'�l��n y@fl�}, �� �•" r 1>._ � - >� . r} Fr'+`•t Q +• i,1 • - `. ' s t • • i �• � .ulia�. c'ye�. � i '�iY: 6i`��;�.i•'sf'ibii'iy;F� r - •,• • / ,� � �.° • :%?y;p'1�r`�� i •�}''• `a'�':s �: e: �t �"�� J' l "Y.S���,::�yf ��'"r" , ; •�% f .' �,+r � • 3+,';# r ' +j 1� f�. �i1 c��*CyS m� '�3a ` .�ui��` ., ` ''� ' • t{' ji + ,�,.' 9 s ># rl� �t't••"'t�•1�. � �t..`�! __a>pp' ?? y1 �{•y`sx+..:<� }' rY Alyr �'l'...t5k • r � � J , ' . t♦i SF •otprint �: _ _ Shirley `�2. t T • • • • �' ""` a 6t t-cyf F i�j.•. iy�.JJ' 1 ; . . •s a 3 ypo ■ Cam' t � aa.aaaaaa♦a a♦_aa aaa f• �, t�."s•'.'�-- �� aaaaaaaaaa.a � Zoned M2 40ty t +! • -' �r aaaa_►aa.a♦aa♦aaaa as xrii�,:• tk% _Industrial rf �R^zPXF2v40Q SF �i��w: .. .��r�+t t,a� „_-nc�i ` � �;, �����` � {`•N�s �• r rcri y:j��4�`�-�.: �� ,1,>� ��•�• ; -fit'- � s • � �•��i �`� 's�,`{�. Z•^�2hh. ?O�� �a�� �•'_ ' r. Y 'rr�. � x � 1+` f���•�er��.r"' ,' '�"� '>i�S,�'y.`�,�`,c, ° ' •'fi-. * f'� K'^`•F: ;y '► yr. a .rr .`''. - '�r,� 'f�,} � , • +� ,'�-���`Y,4'.;f.>�'`�vffl~����� •�i i ,�`•, �1.�. '+�. U nyd�'YC.. �� ply, 'S•��'<�•: W)r', Existing Woven Wire Fence ' E' at �S K+Li�I`�'� r at%%i'r• t :: 3�� � .c iz�'•{ -''Yi� if ��•�- � � �� I ' NAGE �_ r, � - s 4fr•' " G'? � S �b 7k,• ,, .n 'Y^�'' � � �:Cr , � � }sh�3� � � OE NT . ' S4 Jiaf i`' '' �'r�pl�ty t�: ' r '••,ff!. ik Q it ri-PA'A= sift T • �.., ;a�...�r.��/!. ��r�+S�jSj a �lafis�.a..._y �� �► � r - r i A, •.••::...�J'rttae'�7a"- •i�t .,,;, _ •raaar�ura,� --ketz— WnT •� -- � t +• +\�/ ir. �_ � .��='_`�:"�d!a�Ct���,. �F ., �, f T j-� `►'i�� e•- - ..�.�.orru+crarr•.. •^72rn.�. , '� �� L.�r-•— � _ _ _ - - 4 t'�ir• ��i7�_ �h.��.�1.i..'•1�•! �^�w__�{L)1t1��Y'.� t MAO Y 0 fF) f- Z 0 a a ANDERSON & ASSOCIATES, INC. DATE : 14JUL 04 REVISIONS: DOCUMENT NO. L Professional Design Services DESIGNED: I(BH 27AUG 04 JIREH ENTERPRISES GRADING, DRAINAGE, EROSION 22826-005 Q Q www.andassoc.com 7722MainStreet ���,, � 060�� AND SEDIMENT CONTROL PLAN SHEET MiddietownVa 22645-5500 ��� FREDERICK COUNTY, VIRGINIA 5 9 Virginia -North Carolina -Tennessee 540-869-2501OF c co 50 25 O 50 100 150 SCALE IN FEET PLANT SCHEDULE KEY Scientific name MIN. PLANT SIZE REMARKS QUAN. COMMON NAME SPACING/SAUCER AR Acer rubrum 2"cal. mulch 9 RED MAPLE B&B CP Crataegus phaenopyrum 2"Col. mulch 7 WASHINGTON HAWTHORN B&B QP Quercus phellos 2"cal. mulch 3 WILLOW OAK B&B QR Quercus rubra 2"cal. mulch 4 RED OAK B&B UP Ulmus parvifolia 2"cal. mulch 8 LACESARK ELM B&B NOTES: 1. All planting beds and tree saucers shall be mulched to a minimum depth of 4" with shredded bark mulch. Planting beds shall be substantially free of foreign matter. 2. All plant :materials shall conform to the standards of the American Association of Nurserymen and must be approved by the Landscape Architect or the owner. 3. Soil in planting beds and tree saucers shall be tested for pH and nutrient availability, and amended as necessary using organic fertilizers. 4. All plantings will conform with Section 165--36B of the Frederick County Zoning Ordinance, Planting Section, planting procedure, and maintenance. l ' 3 Jj C 1f f f. �f f Buckley Lages, Inc. l :f D.B. 349 Pg. 302 1 f Tax # 43A—A--83 30 ' Water e Sewer l 8c e / Easement Existing FCSA 20" Water Line Existing 8" Sanito Sewer Force Main (FCSA) AV - (Speed Frederick County Sanitation Instrument #020014908 75" BRL Limit -V - Not Wire Fence ,lireh Enterprises Tax # 44--A-6A Zoned M2 Use: Industrial Total Area: (15.8537 Ac.) 25' BRL Valley Fertilizer & Chemical Co. D.S. 504 Pg. 443 Tax # 44—A-6 Zoned M2 Use: Industrial I l l Posted) Ebert Road State Zuckerman Enterprises, Inc. n R -ii n Pn RQQ . Tme $ 44—A-1 New Fence New Fence New Board on Board Fence/Screening Detail Sheet 2 Durnpsi w/Enclos low Route 837 (30' Riw C. Edward Shirley, et al D.B. 452 Pg. 688 Tax # 44—A-5 Zoned M2 Use: Industrial New Fence ew Fence Donald H. & Marcella C. Shirley D.B. 466 Pg. 795 Tax 144--A-58 Zoned M2 Use: Industrial Allen L. & Dorothy H. Shirley D.B. 389 Pg. 484 Tax 144--A--5A Zoned M2 Use: Industrial Existing Woven Wire Fence A — Charles Zuckerman & Son, Inc. D.B. 451 Pg. 657 Tax # 44—A-12A .�NLT.H pp JOSHUA RRY TURNER Uc. No. 042465 a.NAL V Z' ANDERS ON & ASSOCIATES,INC. DATE : 14JUL04 DESIGNED: KBH REVISIONS: 27 AUG 04 JIREH ENTERPRISES DOCUMENT NO, 22826— OOS Professional Design Services DRAWN KBH Z� S�o4 LANDSCAPE PLAN SHEET 7722 Main Street AF9Awww.andassoc.com MiddletownVa zzsa�s5oo �EQ�;T�FREDER{CK COUNTY, VIRGINIA 6 9 Virginia -North Carolina -Tennessee 540-869-2501 of M E 0 z V- 1143.203' .� 2 ,E �281,83r 25,E 50 25 0 50 100 150 .M .MR •�` x ^tk� SCALE I N FEET Buckley Lagos, Inc. D.B. 349 Pg. 302 Tax # 43A-A-83 Existing FCSA 20'3 Water Line Existing 8" Sanita Sewer Force Main (FCSA) co'��___. 4N Existing Woven-- f Wire Fence o I �! 00 '. ! New Fence 1. Xreh Enterprises ' Tax 44-A--6A Zoned M2 ry /� j Use: Industrial Total Area: X (15.8537 Ac.) (� t � l X t CO t j 1 C3 J' 25' SRL f 1 L = 3 N52'45'49' —` 325,00' r ! �J L New Fence 0 CO IN F-V Valley Fertilizer & Chemical Co. •� N� D.B. 504 Pg. 443 �• -3 % Tax # 44-A-6 :! N ( Zoned M2 Use: Industrial /1 New Board on Board f : Fence/Screening ! Detail Sheet 2 C j Dumpste / t I ' � w/Enclose a fi 1 1 ' iiJM Y 30 Water & Sewer Easement 101 Frederick County Sanitation A oorityo Instrument #02t�414S08 1 � i O! 75' BRL AV - ,Speed Limit Not Posted) S52' 45'49 "E 325.00'- Ebert Road State Route 837 (30° R/wX Zuckerman Enterprises, Inc. D.B. 310 Pg. 699 Tax 44-A-12 0 0 6 cc :n �l Z q U") Li a w N Office Space 20'x64' 2 Story 2,44D0 SF C. Edward Shirley, et al D.B. 452 Pg. 688 Tax # 44-A-5 Zoned M2 Use: Industrial LUMINAIRE SCHEDULE LABEL QTY DESCRIPTION LAMP HEIGHT 108 PREMIUM CUT—OFF BLDG. 25OM/U/ED28 12' ON BUILDING MOUNTED WITH New Fence SEGEMENTED REFLECTOR NOTE: LIGHTING DESIGN PROVIDED BY OWNER . •4. r tii � ""rs..r y� � �V 'fir. w INS-, r Qof CD in •X cn l' IM �. . b 1. A 0 It to K ry i 0 CD Cn y ti ew Fenc r Uj •�'%'� �w.J'�: .,M ., c��= h�i: `�•'r'•d;`F4 d^:s.t' r- •,. �mr iti 3t-... .•�,^,... a.:. ••ti' .;•t: •,:. �"�'��''� E°`•� '�%" r `��,:''3.:xti; i".' Kati h• h , at " roi:'.:•,C J •� •'3;. ,>? M•,�,.. tt ri- b. I: :P'•:n �� ?x'�irv�'.y. y_ -e• r aY• � t.C�%:e: �e,;,� ;s.� �•..:+"4St%' �'':a 1'• r�.: fx- `F •Y t: s a ?. '.: ,•4. •:•ca+:;,'a ,.,. e.:. ..L i•: i:.r.u: ; «?yv y%'•:a', r: �,:;;•t" :,.=r •i: . 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". �' �,S:r`,�,`�' ".� ���"�'�.• •rj .": ��'f. 'pf$ � '� Y,i.4� try 0 CD Ru !t) M � ?(. Q {D ,�• it) Uj �i' •ir. a�A 00 00 rck'j $Sa M 2r a1/ {w " tt r �r VIP V) ' � I Office Spat` j U I �' x,f 22 x30 '' x PctTt ` `n rt 'tg tra a rr ay r< „F C:) _..� Warehouse Space v 1 Story o 241,000 SF a Buliding Size c 220'x1202 .� 26,400 SF Footprint aT FLOOR FFE = 502.00 16' Dooroffce Space Yp' 20'x60' 2 Story 2,400 SF� 1 Story „<.s m 660 SF .. ! New Fence -, N O i?':'' .i•:�' ri •�� .c:�:c•_••. '•c. �t+,;� � •- ,ri" S . {^ :•it-.ai..`1.a.?argr; f aF ?G:+•:�";f,�s,: c r' y.�+('ti''S: i•�?1i•' •�.,�+�`�;i;� r.. �y... t...•x.! �..�a. �/�,. • ' 4rr.7'`�h' '�:,,ir.•`. s ��.7 F:•!.�:a'�'t�••v�i.+�'Y'.:-u-�:t: �N,-..1'�`C:�:It�.,f.:��Z''i;t:,i-F'.'`y. vn•���f�:'.�.t .yv Y� 1..2ty,��i,�"�: '�Y> 4 iJS ..rr��,t,.��• '+y.5; %S �.(�Stt''d�'• (ti ffi -. New Fence Dumpster w/Enclosur IWO 2) _`- S52'45'50"E N52'45'50"J Q 49 10' 7'.,____ Donald H. & Marcella C. Shirley D's. 466 Pg. 795 Tcx j 44-A-58 Zoned M2 Use: Industrial .e Allen L. & Dorothy H. Shirley D.B. 389 Pg. 484 Tax # 44-A•-5A Zoned M2 Use: Industrial Existing Woven Wire Fence Charles Zuckerman & Son, Inc. D.B. 451 Pg. 657 Tax # 44--A-12A c �NLTH 0p JOSHUA PERRY TURNER rQ, Uc. No. 042465 Zd q �4` ANDERSON & ASSOCIATES INC. DATE : 27AUG04 REVISIONS: 21 SEP 04 DOCUMENT NO. ZZg`LC) — 00% Professional Design Services DESIGNED: KBH DRAWN KeH JIREH ENTERPRISES LIGHTING PLAN 7722 Main Street www.andassoc.com Middletown Va 22645-9500 Q � CHECKED: fss �E� FREDERICK COUNTY, VIRGINiA SHEET 7 9 Virginia -North Carolina -Tennessee 540.869-2501 of W V) iT v a CL a� L7* 0 i u� a 04 0 a d- 0 0 N i 0 Z DETERMINATION OF SEWAGE FLOWS PROPERTY USE STORAGE BUILDINGS & WAREHOUSE AVERAGE NUMBER OF EMPLOYEES 40 AVERAGE NUMBER OF CUSTOMERS PER DAY 30 TOTAL NUMBER OF PEOPLE 70 VDH DESIGN FLOW FOR FACTORY & OFFICE (PER PERSON) 15 — 35 GALLONS PER DAY CHOSEN DESIGN FLOW RATE 25 GALLONS PER DAY CALCULATED FLOW (GALLONS PER DAY) 1750 GALLONS PER DAY PEAKING FACTOR 4 PEAK FLOW (GALLONS PER DAY) 7000 GALLONS PER DAY HOURS OF STORE OPERATION 10 HOURS PEAK FLOW (GALLONS PER HOUR) 700 GALLONS PER HOUR PEAK FLOW (GALLONS PER MINUTE) 11.7 GALLONS PER MINUTE PUMP STATION DESIGN ELECTRICAL, PLUMBING MECHANICAL, R WET WELL VOLUME REQUIRED (FOR 24 HOURS OF STORAGE) WET WELL DIAMETER REQUIRED WORKING DEPTH (DISTANCE BETWEEN PUMP ON AND PUMP OFF) DESIGN ELEMENTS LOW WATER LEVEL (PUMP OFF) 487.00 FEET FORCE MAIN DISCHARGE ELEVATION 497.00 FEET STATIC HEAD 11.0 FEET FORCE MAIN SIZE (VELOCITY BETWEEN 2-8 FPS) 1.5 $ (VELOCITY = 2.18 FPS) TO BE PROVII?EO 6f MECHANICAL, ELECTRICAL, PLUMBING CONTRACTOR DESIGN PUMPING RATE LENGTH 0r FORCE MAIN 455 FEET FITTING LOSS 0.40 FEET EQUIVALENT LENGTH OF FORCE MAIN FRICTION HEAD LOSS 10.54 FEET TOTAL FRICTION HEAD LOSS 10.94 FEET TOTAL DYNAMIC HEAD 21.94 FEET PUMP MANUFACTURER: ELECTRIiCBE AL, PLUMBIN MECHANICAL, CONTRACTOR MODEL RPM MOTOR BHP IMPELLER DIAMETER GPM ACTUAL TDH ACTUAL STATION SCHEDULE USE ENVIROMENT ONE MODEL 2014 DUPLEX PUMP SYSTEM. SEE DETAIL THIS SHEET ACCESS WAY VENT STR N RELEF CORD CU MCTOR Is FIELD JO NT, REQU1lRED FOR UODE7S TALLER -*�- TFEN 201"3 NTERNAL WELL VENT 2-0r DiA. MET. GROIN TO ACCEPT 4.50' O.fk PVC PIPE (STANDARD). DUST COVER SLIPPLIED FOR SiifMENT (NOT SUITABLE FOR BURIAL) 40 in K123 rnm I� ALARU 31 iST $OQ rtrn 8848�rm ON M3id WF ,8 in 445 �nra 24 .".An" W L V SEUi-POSITIVE OfSPLArEMENt TYPE Ply DIRECTLY DRIVEN BY A 1 HP UOTOR CAPABLE OF l7E JVERM 9 spm AT t38' T D.�i. (S4 i AT 42 n T.DH) NOTE= A CONCi' M ANCHCR IS REQViRED TO PREVENT THE TAW FROM FLOATM SEE WSTALLATIOON iNSTRUCT06 OR SPECIFIC CUT SHEET FOR SIZE AND WEMT OF ANCHOR r. 520 518 516 514 512 510 508 506 504 502 500 498 496 494 492 490 488 486 484 482 480 r WATER T*HT LID, FRP tWALL-CORRUGATED HWE ACCESSWAY APOWER '► 12-6 G r a�� QUICK DISCONNECT •.COMPARTMENT 1\ DREATHM } DiSChARGE MI -�I �f CAST aALL VALVE DISCHARGE Ct�ECK VALVE ,1 (MASSE• l is r. VALVE (aASS FLLED W%MD-E TANK jI .( Eti i73 GALLONCAPACITY 8 (cp E 10+00 11 +00 12+00 13+00 14+00 14+56 SAWARY FORCE MAIN PROFILE STA. 10+00 TO 14+56 SCALE-. 11= 50• H, 1 " =10' V PRIVATE 510 508 506 - .... man mum �' �►' �=�ti21•riJll•�.:� �r � w . a s a w � a w • ,• � � _�(� • �� ! •i i• >!9 it •• fit of .,it r �f • JOSHUA ,PARRY TURNER Lic. No. 042465 '0� ONAL �� ANDERSON & ASSOCIATES, INC. DATE : 14JUL 04 REVISIONS:. DOCUMENT NO. DESIGNED: KBH 27 7722MainSfreet AUG 04 22826 — OOS Q7Virginia Professional Design Services DRAWN : KBH Zi SEP� JIREH ENTERPRISES UTILfTY PROFILEwww.andassoc.com CED: TSS osocroa HECKSHEET MiddietownVa 22645-9500��Q� FREDERICK COUNTY, VIRGINIA gg -North Carolina -Tennessee s4o.$ss-25o1 of 4 •� 0 0 Q F:. PROJECT AREA an NLlStiitiGMK D.C. FAt1QUUZ FAGiE'AX PRfT�£ WA.lY,Y Q cuu Li ER ALKUSIA n` LourA M-Bap��.l'�.�ryryiRL r� 1 wm N INA� Y� //�� Il-1ilYt G1\ wry, 1Ai�IT�ll 8UC�31Ci Wi PtPWHATM fib' KEIt� 'C AME3 iA MICE 1�` PRJt�E C RilANOKE EDWARD NOTTOWAY�. FRANKUK1 susm OF WISE Ft.CfYD 1lRdF2�iFll�iG cif F S�IY'M WYTi� PffTSYLY" KALgAX 'NICK 9CO1T � I�ikTiBtJ£bG SQBRUNStiitiAbiF''F4N �}�{ LEE GRAISON PAn?Kx HUM m ^ 1-I-p.aa 1 e011%P% A nraif1k i LOCATION MAP NOT no SCALE VICINITY MAP 1:0 = 10004 C. JIREH ENTERPRISES '+ --.T'S Fm L F S 1i spark RAUE ANU A;% O WA KPR'm'& I pwmm 1vu0E t' I FAR% IL TY as m REDERICK COUNTY, VIRGINIA PREPARED FOR JIREH ENTERPRISES DESIGNED BY ANDERSON & ASSOCIATES, INC. C. MIDDLETOWN, VIRGINIA APPROVED BY THE ZONING ADMINISTRATOR DATE ZONING ADMINISTRATOR APPROVAL IS VALID FOR 5 YEARS FROM THE DATE SHOWN ABOVE SHEET INDEX 1. TITLE SHEET 2. GENERAL NOTES AND LEGEND 3. GENERAL NOTES AND STANDARD DETAILS 4. DIMENSION AND UTILITY PLAN 5. GRADING, DRAINAGE AND EROSION CONTROL PLAN 6. LANDSCAPE PLAN 7. LIGHTING PLAN 8. UTILITY PROFILES 9. DETAILS w- m — a.ass ■ a .r -mw a s wv Ar w w NOW w w■ a a s awls 1%/ a s >r W■ 'rofessionai Design Services wvvw.andassoc.c om 7722 Main Street Middletown, VA 22645 Arginia - North Carolina - Tennessee 540-869-2601 J.N. 22826.00 14 JUL 04 REV. 27 AUG 04 21 SEP 04 06 OCT 04 SHEET 1 OF 9 Ifs JOSHUA RY TURNER Lic. a. 042465 l's',aNAL � 0 E 0 00 0 0) 0 U ..n CL (01 22826 -- OQ1 1. TOPOGRAPHIC INFORMATION PROVIDED BY TOPOGRAPHIC SURVEY PERFORMED BY ANDERSON & ASSOCIATES. 7. EXISTING TOPSOIL. AND ROOTMAT SHALL BE REMOVED TO A DEPTH OF 1 FOOT. SUBGRADE SHALL BE COMPACTED AS DESCRIBED IN EARTHWORK NOTE #2 AFTER REMOVAL OF ROOTMAT AND TOPSOIL. 2. CONTOUR INTERVAL-1 FOOT. 8. AREAS THAT ARE SOFT, OVERLY WET OR EXHIBIT PUMPING SHALL BE UNDERCUT AND REPLACED WITH 3. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF FREDERICK COUNTY, THE FREDERICK SUITABLE MATERIAL. COUNTY SANITATION AUTHORITY AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, LATEST EDITIONS. ROADWAY AND PARKING LOT NOTES- 4. CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION. ANY DISCREPANCIES 1. GRAVEL USED IN BASE COURSES SHALL BE CONSTRUCTED ON A COMPACTED SUBGRADE FREE OF ORGANIC FOUND BETWEEN THE DRAWINGS AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN THE MATTER. GRAVEL SHALL BE VDOT TYPE 21--A AND SHALL BE PLACED AND COMPACTED IN A MOIST CONDITION DRAWINGS SHALL BE IMMEDIATELY REPORTED TO ANDERSON & ASSOCIATES, WHO SHALL PROMPTLY CORRECT SO THAT THE FINES REMAIN MIXED WITH THE COARSER MATERIAL. SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR WITHOUT DIRECTION AFTER HIS DISCOVERY of SUCH INCONSISTENCIES OR AMBIGUITIES, SHALL BE DONE AT THE CONTRACTORS RISK. 2. ASPHALTIC CONCRETE SHALL BE APPLIED TO THE PREPARED GRAVEL BASE COURSE FOLLOWING THE APPLICATION OF A LIQUID ASPHALT PRIME COAT. ASPHALT SHALL CONSIST OF A PLANT -MIXED BITUMINOUS 5. CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT REQUIRED AND SHALL PERFORM ALL MATERIAL ROLLED SMOOTH'. THE ASPHALT SURFACE SHALL BE SMOOTH, SEAMLESS AND OF A UNIFORM WORK INCLUDING RESTORATION FOR THE COMPLETED INSTALLATION OF UTILITY SYSTEMS AND ALL OTHER TEXTURE. ASPHALT MATERIAL SHALL COMPLY WITH THE MINIMUM SPECIFICATIONS REQUIRED BY THE VDOT ROAD IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY. AND BRIDGE SPECIFICATIONS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS AND 3. THE ELEVATION OF NEW PAVEMENT SHALL MATCH THE ELEVATION OF THE EXISTING PAVEMENT AT ALL ELEVATIONS SHOWN ON THE CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO INTERSECTIONS. BEGINNING WORK. 4. TYPICAL SECTIONS ARE INTENDED TO SOW GENERAL FEATURES OF THE PROPOSED CONSTRUCTION. FOR 7. CONTRACTOR SHALL OBTAIN, A'i HIS EXPENSE, ALL PERMITS REQUIRED PRIOR TO STARTING WORK AND EXACT DETAILS AT ANY GIVEN LOCATION, SEE THE PLANS. SHALL ADHERE TO THE CONDITIONS IMPOSED. 5. THE PAVEMENT DESIGNS SHOWN ARE BASED ON A CBR' OF 3.0. SUBGRADE TESTING SHALL BE 8. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE REQUIREMENTS OF SEC. 59.1-406, ET SEQ. OF PERFORMED AT THE TIME OF CONSTRUCTION AND THE PAVEMENT DESIGNS SHALL BE ADJUSTED, AS NECESSARY, THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINE SAFETY ACT). TO REFLECT THE ACTUAL CBR VALUES. 9. ACCESS BY EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. ACCESS TO FIRE HYDRANTS MUST 6. ALL PARKING LOT STRIPING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT STANDARDS. NOT BE IMPEDED AT ANY TIME BY PARKED VEHICLES, CONSTRUCTION MATERIALS, SAIL STOCKPILES, ETC. _ 7. ALL. RADII SHALL BE 5' UNLESS OTHERWISE DIMENSIONED ON THE PLANS. 10. EXISTING UNDERGROUND UTILITY INFORMATION HAS BEEN TAKEN FROM, AVAILABLE INFORMATION PROVIDED BY LOCAL UTILITY OWNERS AND SUPPLEMENTED BY ANDERSON & ASSOCIATES. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND FOR ANY STORM SEWER NOTES* DAMAGE THAT MAY OCCUR DUE TO HIS FAILURE TO LOCATE AND PROTECT UNDERGROUND FACILITIES. 1. ALL STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE AND SHALL MEET THE REQUIREMENTS 11. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. A RESULT OF HIS CONSTRUCTION WITHIN. OR CONTIGUOUS TO EXISTING RIGHT -OF --WAY. 2. JOINTS BETWEEN SECTIONS OF CONCRETE PIPE SHALL BE MADE WITH A WATERTIGHT JOINT USING EITHER A 12. CHANGES OR REVISIONS TO THESE CONSTRUCTION PLANS SHALL NOT BE MADE UNLESS FIRST APPROVED STANDARD OR MODIFIED TONGUE--AND-GROOVE. BY THE ENGINEER. TER NOTES-- EROSIONCONTROL NOTES 1. THE WATER SUPPLY FOR THIS FACILITY WILL BE PROVIDED BY AN EXTERNAL CONNECTION TO THE EXISTING COUNTY SANITATION AUTHORITY SYSTEM. THIS CONNECTION SHALL BE SCHEDULED AND COORDINATED WITH THE ES--1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL FREDERICK COUNTY SANITATION AUTHORITY. PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION VR 625--02-000 2. ALL WATER CONSTRUCTIONSHALL BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION SET FORTH EROSION AND SEDIMENT CONTROL REGULATIONS. BY THE FREDERICK. COUNTY SANITATION AUTHORITY. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE. PRE -CONSTRUCTION PRIOR SANITARY SEWER NOTES, CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK TO THE FINAL INSPECTION. 1. THE SANITARY SEINER FOR THIS FACILITY WILL CONNECT TO THE PROPOSED SANITARY- SEWER FORCE MAIN c : WITH A NEW PRIVATE FORCE MAIN IN THE VICINITY OF THE FACILITY. THIS CONNECTION SHALL BE SCHEDULED ES--3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST AND COORDINATED WITH THE FREDERICK COUNTY SANITATION' AUTHORITY, STEP IN SITE WORK. 2. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SET FORTH BY THE FREDERICK COUNTY SANITATION AUTHORITY. SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER JVIAN INDICATED ON THESE VITALNOTES.- PLANS----_.-._.....,..------ ...................:..........:...- ------ - -_ - - - _T...-AREAS)-,--THE-CONTf�ACTOR- SI-IAL _ .... _.-...._.... (INCLUDING, BUT NOT LIMITED T0, OFF SITE Bf�RROtM OR WAS E L _ _. - -10 - GRAVEL USED IN THE..SIDEWALK BASE COURSES- SHALL BE CONSTRUCTED - ON A COMPACTED SUBGRADE SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN FREE OF ORGANIC MATTER. GRAVEL SHALL BE VDOT TYPE 21 w-A AND SHALL BE PLACED AND COMPACTED IN APPROVING AUTHORITY. A MOIST CONDITION SO THAT THE FINES REMAIN MIXED WITH THE COARSER MAFERIAL ES--6: THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL 2. TYPICAL SECTIONS. ARE INTENDED TO SHOW GENERAL FEATURES OF THE PROPOSED CONSTRUCTION. FOR MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING EXACT DETAILS AT ANY GIVEN LOCATION, SEE THE PLANS. ryt 4ORITY, AUTHORITY, ES-7- ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES 3. ALL SIDEWALKS ARE TO BE 4` THICK CONCRETE UNLESS OTHERWISE SHOWN ON THE PLANS. ALL DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. CONCRETE SHALL HAVE A 3,Q00 PSI COMPRESSIVE STRENGTH AT 2$ DAYS. ES-8 DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE 4. CONTROL JOINTS SHALL BE INSTALLED EVERY 10' (MAX), AND EXPANSION JOINTS SHALL BE INSTALLED EVERY 30' (MAX) UNLESS OTHERWISE NOTED. DOWELS SHALL BE INSTALLED AT EXPANSION JOINTS. ES--9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH NAGE NOTES. RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICE SHALL BE MADE IMMEDIATELY. 1. REFER TO THE SITE PLAN FOR LOCATIONS OF TRAFFIC SIGNS AND HANDICAP PARKING SIGNS. ES--10: FOR THE PURPOSES OF PLAN APPROVAL, THE ENGINEER OF RECORD FOR THE EROSION AND SEDIMENT CONTROL PLAN AND NARRATIVE (TIM STOWE, PE, LICENSE # 21924) SHALL BE THE CERTIFIED RESPONSIBLE 2. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL SIGNS AND OTHER MEASURES AS REQUIRED. LAND DISTURBER FOR THIS PROJECT UP TO THE COMMENCEMENT OF CONSTRUCTION. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL DESIGNATE A PERSON WHO IS CERTIFIED BY THE VIRGINIA DEPARTMENT 3• ALL TRAFFIC SIGNS SHALL BE PER MUTCD OR VDOT REQUIREMENTS. OF CONSERVATION AND RECREATION (DCR) AS A RESPONSIBLE LAND DISTURBER (RLD) FOR THIS PROJECT. THE OWNER AND THE ENGINEER SHALL BE NOTIFIED OF THIS IN WRITING, INCLUDING THE NAME AND CERTIFICATION 4. HANDICAP PARKING SIGNS SHALL INDICATE VAN ACCESSIBLE SPACES WHERE APPLICABLE. NUMBER OF THE DESIGNATED RLD. CONSTRUCTION NOTES EARTHWORK NOTES: 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO PERFORMING ANY EARTHI DISTURBING ACTIVITIES. 1.5" BITUMINOUS CONCRETE SURFACE COURSE SM-9.5A T SLOPES, AND THE TOP ONE 1 2. FILL MATERIAL PLACED BELOW STRUCTURES, CONTROLLED FILL L , (} FOOT- OF f� '�`�%% f%,frr`f ✓�f' �';i,!�/;` <<``F, PAVEMENT SUBGRADE SHALL BE PLACED IN 6� LIFTS AND COMPACTED TO 987 OF THE LABORATORY MAXIMUM 4 O,,.j�'�frf V//81TUMINOUS BASE COURSE BM 25- . /' ''1• �51IE HIAN NOTE 1. PROPERTY OWNER/DEVELOPER: JIREH ENTERPRISES LAR RY SHORT 250 LIBERTY LANE MIDDLETOWN, VA 22645 (540)869-9557 (540)974-3080 2. ENGINEER/SURVEYOR ANDERSON & ASSOCIATES, INC. 7722 MAIN STREET MIDDLETOWN, VIRGINIA 22645 (540) 869--2501 3. TAX IDENTIFICATION NUMBER 44-A-6A 4. ZONING DISTRICT: M2 ADJACENT ZONING DISTRICTS: M2 (ON ALL SIDES) 5. PROJECT ADDRESS: EBERT ROAD WINCHESTER, VIRGINIA 22602 6. MAGISTERIAL DISTRICT: STONEWALL 7. TOTAL SITE AREA: 15.85 ACMES 8. TOTAL DEVELOPED AREA: 10.41 ACRES 9. USE EXISTING: VACANT PROPOSED. SELF STORAGE AND WAREHOUSE 10. SETBACK REQUIRED FRONT=75' PROVIDED FRONT=95,98' LEGEND PROPOSED PAVEMENT PROPOSED GRAVEL. SIGN WATER VALVE WATER METER FIRE HYDRANT EXTERIOR LIGHTING EDGE OF EXISTING PAVEMENT SANITARY SEINER FORCE MAIN STORM SEWER LINE. WATER LINE RIGHT OF WAY FENCE EXISTING FENCE NEW SILT FENCE NOTATION SEDIMENT BASIN NOTATION REQUIRED SIDE=25' PROVIDED SIDE=25.00' REQUIRED REAR=25' PROVIDED REAR= 29.74'' 11. BUILDING HEIGHT: MAXIMUM BUILDING HEIGHT= 60' ACTUAL BUILDING HEIGHT=25' 12. BUILDING AREA PROPOSED BUILDING= 136,300 S.F. 13, F.A.R.=(136,300 S.F./15.85 ACRES)=0.20 14. PARKING SPACE REQUIREMENTS SELF STORAGE: 1 SPACE PER 5000 S.F. BUILDING SPACE WAREHOUSE-.1 SPACE PER EMPLOYE OFFICE: 1 SPACE PER 250 S.F. SELF STORAGE SF PROVIDED: 69,100 'S.F. SELF STORAGE SPACE = 144 SPACES WAREHOUSE SPACE PROVIDED: 62,400 S.F. WITH 35 EMPLOYEES= 35 SPACES OFFICE SPACE PROVIDED: 5,460 S.F. = 23 SPACES TOTAL PARKING REQUIRED=72 SPACES TOTAL HANDICAPPED PARKING REQUIRED= 3 SPACES NEW SPACES PROVIDED=72 NEW HANDICAPPED SPACES PROVIDED=5 15. LANDSCAPING REQUIREMENTS 306,536 SF OF IMPERVIOUS_ AREA @ ONE (1) TREE PER 10,000 SF = 31 REQUIRED TREES. 31 TREES PROVIDED WITH THIS PLAN. 15% LANDSCAPE. AREA REQUIRED FOR M--2 ZONING. 6.95 ACRES OF GREEN/LANDSCAPING PROVIDED = 44% OF TOTAL 15..85 ACRE SITE AREA. 16. NO INDIVIDUAL STORAGE UNIT WILL EXCEED 1,000 SQUARE FEET IN AREA OR BE USED FOR ANY OTHER USE THAN STORAGE j 1/ 'ram-/..: i,/ j/'r'.`` .' �f j /'f ,,/•, ;,f •,: •r f`! .• � % �' r�..•F."�1 .-''' .. rt^ / -_• ". /;-i^. /./ ,.�( :'• '�s i•'` "- f -_.r .'- �,' >' .' „` � •: ;,J ./, �_r .�, /',�`../. �/ .!'/./ ,r�r, //'f .`f'r.� ttt,� �+', p. .,/ r . .. /,•. r /`r� , l � A' f. �� , f � % ! ,�r . r � ; DRY DENSITY AS DETERMINED BY METHOD 6!A0 PER STANDARD PROCTOR AASHTO--T99, ASTM--D698, OR VIrM- 1 - f BITUMINOUS CONCRETE SURFACE .-9.5ACOU SEM 1 FOOT F THE PAVEMENT SUBGRADE AND R ,; . �r.,,;r<.. f/•,, f//,•°1./ �`r'r':!'F /� ;'if '..:,//,' ` AS APPLICABLE, FILL PLACED BELOW THE TOP ONE (} 0 O H ALL THE �� �;. c AREAS (INCLUDING GRASSY AREAS) SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS �C o`.,�-' ot,� - �` �•�� - of � f o; -f 4 . �{� 0�� o j� � � �C�:� �� � �` ��, �,�� SOIL S B A I `;u `� ''`A Q �'- w o � J� r r` - u fJ� Q .,.� ; c �� DETERMINED BY THE SAME STANDARD. THE MOISTURE CONTENT OF THE S L HALL E T OR WITHIN TWO (2) r,J `,� -� �,(�c �;; J -' c `-§m- :�j� C� PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. COMPACTION OF THE SUBGRADE SHALL BE C,N i ^ G '� �" �7 j��S, ° C r- .:r J-n G C (��-.',.f��q, ° .^ `k CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. g,p» UNTREATED AGGREGATE SUBBASE, VDOT 21--5 v cs -� � (t�^ S.O" I-)UNTREATE�D'� AGGREGATE SUBBASE, VDOT 21-B�.'� � ' i'r`�r 0, .1�� i z� `r, J' . " 1 ` ;k�" ' r`- .,}•r' % - -�� '�J'-' `}i`-� S( '� ', /", ' i(� 3. SUBGRADES IN CUT SHALL BE COMPACTED FOR A MINIMUM OF ONE (1) FOOT IN DEPTH. t� � o� < �, o�,�' off- , �(1�-- c� 3 � , 1f, ., (,�, cti��j,. /o�� , c� 0 1 � �� , � � -�r�'r �', � �= ,U �,(7G �t?C�GV ✓ �*1jr L4�JC.Gt.: � 4 ,t'�{f:� 4': AREAS OF WET OR SOFT MATERIAL UNDER ROADS OR BUILDINGS SHALL BE UNDERCUT TO A DEPTH'-;' ; j� � A,..�.,, ,u r _. � ..,• �.. f ,,, ...- `,.� r .�.,, ,-t:�. .-� , c".,: , �. .� ,� .. .-�? ,.. :-t"'1 ._ ..-: `� .._�-. f � _ � f'S _. ...•: '> :.`�� f i :'_ ^ f � � i-. 4 ? r'...� n � iJ �t -. �. .% ..V yeti L' L/ f.`• � .-C� t.% ,� �✓ -•. � ..L"t E....I' n C ��. DETERMINED BY THE SOILS ENGINEER AND REPLACED WITH SUITABLE MATERIAL # ) NOTE SEE 8 ( ENTRMCE AND 5. ALL FINISHED GRADING, SEEDING, SODDING OR PAVING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE HEAVY LOAD PAVEMENT CROSS -SE THE PONDING OF WATER ON THE SITE, PARTICULARLY ADJACENT TO EXISTING OR PROPOSED BUILDINGS AND mrw§m 41 UGHT LOB EAVEMENT CROSS-SECTION STORM INLETS. POSITIVE DRAINAGE SHALL BE PROVIDED ON THE SITE AT ALL TIMES. Wr TO SUE 6. EXCAVATION SUPPORT SYSTEM SHALL CONFORM TO THE PROVISIONS OF OSHA CONSTRUCTION STANDARD 29 NOTE: PAVEMENT DESIGN BASED ON ASSUMED CBR VALUE. ACTUAL CBR VALUES ARE TO BE DETERMINED IN CFR PART 1926 SUBPART P. THE FIELD PRIOR TO PAVING OPERATIONS, AND PAVEMENT DESIGN MODIFIED AS REQUIRED TO MEET ACTUAL CONDITIONS. M. to •.'t0�. .Q.rYG+i i�jY�a52.E'll!1.71it'J..a an2y 71.soy /+G11I�lirSi/R7f"i/?I - kiwi_:.. �L!"iAA 4l i►: Swwl7wti ._ l.. 9ztfl€ CAP 2W Pr maim i *xe vr f rE BaAws i I �idi�� {{p��y"+4+�.��tX;r��•��i>` Yy Y�{'}� ffi�r. &m .."m mm,o us ,ma" r.w" JO HUA� TURNER Lo. No. 042465 /0/zq/0 "q-, s,tOM L w 601 c v . r 4 z. W t t F E EIS C COUNTY SANITATION AUTHORITY CONSTRUCTION NOTES 1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW. FCSA-gWATER. C O M . 2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VAUD FOR TWO YEARS FROM V9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT THE DATE OF FCSA APPROVAL.. FROM THE ADJACENT PIUBUC ROADWAY VIA A CONSTRUCTION ENTRANCE THAT IS CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND SEDIMENT 3. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND CONTROL HANDBOOK. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS SHALL MEET ALL AUTHORITY REQUIREMENTS. PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. THE DEVELOPER $HALL HAVE, WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIED BY THE VIRGINIA DEPARTMENT OF 4. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE CONSERVATION AND RECREATION (VDCR) IN EROSION AND SEDIMENT CONTROL WHO SHALL AUTHORITY. INSPECT EROSION AND SILTATION CONTROL DEVICES AND MEASURES ON A CONTINUOUS BASIS FOR PROPER INSTALLATION AND OPERATION. DEFICIENCIES SHALL BE PROMPTLY RECTIFIED. 5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL V1 0. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE B) THE DEVELOPER/CONTRACTOR MUST: DURING AND AT THE END OF CONSTRUCTION. 1. MAKE APPLICATION AND PAY DEPOSIT 2. MARK THE TAP LOCATION V1 1. 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 6. THE CONTRACTOR SHALL TIE-IN A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS, DRILLING THE MANHOLE. V1 2. ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, 7. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY WITH THE AUTHORITY'S INSPECTOR. 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 8. THE AUTHORITY'S MAINTENANCE DEPARTMENT SHALL FURNISH AND INSTALL ALL WATER METERS VDOT. THROUGH 2" IN SIZE. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS INSTALLED: V1 3, ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND A) THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED WITH THE APPROVED BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL, WHERE CBR TESTING IS COPPERSETTER. REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED IS B) THE FRAME AND COVER SHALL BE SET TO FINAL GRADE. REPRESENTATIVE OF THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE C) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETTER SHALL BET LABORATORIES FOR TESTING, THE SAMPLES SHALL SE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED BETWEEN 18 AND 21 INCHES. D) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IN ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES. 9. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING UNES: V1.4. ALL ROADWAY FILL,- BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER A THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S 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 27 OF OPTIMUM ENGINEERING ASSISTANT. B AN APPUCATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. ) 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 C) THE AUTHORITY SHALL FURNISH AND INSTALL ALLA". �`�.� AND 1'� WATER SERVICES. ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF TEST D) FOR ALL 1}�" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER VAULT ASSEMBLY, THE AUTHORITY WILL INSTALL THE METER. V1 5. VDOT STANDARD CD- AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE E) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. PLANS AND/OR AS SPECIFIED BY VDOT. 10. ANY WATER SERVICE LINE MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE .CHECK V1 6. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR RIGHT -OF --WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF 1013. THE DEVELOPER. E, C_ 11. ALL FIRE LINES SHALL HAVE A FIRE SERVICE METER ASSEMBLY AND A BACKFLOW PREVENTION V17. PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR ASSEMBLY (DETECTOR DOUBLE CHECK OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S DISCRETION, BY ASSE STANDARD NO. 1048 OR 1047. RADIO READ REMOTES ARE REQUIRED. VDOT ON AN ACCOUNT RECEIVABLE BASIS FOLLOWING THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. VDOT GENERAL NOTE V18. THE DEVELOPER SHALL PROVIDE THE VDOT RESIDENCY OFFICE WITH A LIST OF ALL MATERIAL v 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE 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 SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, BE OBSCURED. AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, V1 O. AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY MEADS OF A THE MOST STRINGENT SHALL GOVERN. MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP IN V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS IND VTM-10. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL 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 SAFETY & HEALTH VOSH) RULES AND REGULATIONS. ( CHECKING STONE DEPTHS, A. VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY V3. WHEN WORKING WITHIN VDOT RIGHT -OF --WAY ALL TRAFFIC CONTROL, WHETHER PERMANENT OR CONTROL STRIP. 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 V20. ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE ACCORDANCE WITH SECTION 104.04(C) OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 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 V4 THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE LMUTIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC., OWNED BY SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFUCT TESTING OF THE CONTROL STRIP. WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBILITY. V211. 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 V5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION SHALL BE THE RESPONSIBILITY OF PLACING PIPE., FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD THE DEVELOPER. PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABIUZATION SHALL BE DETERMINED BY V6. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL THE ENGINEER AND APPROVED BY VDOT. NECESSARY VDOT LAND USE PERMITS FOR ANY WORK WITHIN VDOT RIGHT-OF-WAY. V22. APPROVAL OF THESE PLANS SHALL EXPIRE THREE (3) YEARS FROM THE DATE OF THE VDOT RESIDENCY OFFICE, APRE--CONSTRUCTION CONFERENCE V7. IF REQUIRED BY THE LOCALAPPROVAL LETTER. SHALL BE AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE .ARRANGED OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO V23. VDOT STANDARD CG--12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS INITIATION OF WORK. AND/OR AS SPECIFIED BY VDOT. V8. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN V24. VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT REQUIRES AND SHALL RECEIVE 48 THESE PLANS IN ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA, FINAL APPROVAL OF THE HOURS ADVANCE NOTICE PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION. GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE. • 25 130 35 41 JIREH ENTERPRISES ENTROICE PROFILE 1 1 /2"R z BORDER -GREEN TEXT -GREEN WHITE SYMBOL ON BLUE BACKGROUN BACKGROUND - WH 60" FROM FINISH GRADE TO BASE OF SIGN COLORS BORDER - WHITE TEXT - WHITE BACKGROUND - BLUE 45 50 55 60 3/8" 1 -x" �T______ " PENALTY $100-$500 FINE TOW AWAY ZONE NOTE: FOR SPACE DESIGNATED ON PLAN AS _ VAN ACCESSIBLE, PROVIDE NAN ACCESSIBLE" SIGN WITH MINIMUM 2" HIGH LETTERING MOUNTED UNDERNEATH RESERVED PARKING SIGN. SUBMIT SHOP DRAWING. SIGN(S) SHALL BE MOUNTED TO 2-0 STEEL TUBE, FIELD PAINTED. SET PIPE IN 12"0 BY 18" DEEP A3 CONCRETE BASE, RECESSED 6" BELOW FINISHED GRADE. COLOR AND PAINT TO BE SELECTED BY ARCHITECT. XCAP PARKING SIGN 2" 1]a 2" 3. R • N ° • ♦ � ♦ ♦ � ° • s � e D • � • • ♦ yr, • 6� 6i . � . b , 1� , � • , , A > . . , • The bod m ofthe curbWWWt wW D ' r t r . a fa WUrea prov;dW a �, vt ` � mn dopth Ir Th;s am may be at the oylios, Of free 6otbxfaP' for us* With sb bftod opw- kW. the botham y�&ukxxge co wtruct� parotid to the elop! of m bb�aso MW to the depth arof ni$ =ts a'y be Used NMI arty rrt dwign epeed brat is required whan When aornbirxitioa mountable curb apaed then ao $red 1 11 used. the startdasd = an = 43 � c « standard Note: Cwnb fKaw =ab & vuw Tn d Utb= a sufruabatt ar ocr. coru>a rw for sbvot euWaoci wq curbcmdVwWon having a rafts of 3W or less (q;ons �e face of curb) sba be pcid for as eadW comb, caarb & Whom tits utaredarg is to be tied Uft existing borrtor curb. aha ThIs hare$ ffW be precaat or tout In irsrenitiea Ie to to mo" dun IV ptom or the cftwgo in mods mg" cpw*v& Concrets to to fk" A3 I coot in plMt oo9 COMBINATION 4" CURB & GUTTER SPEW MOM 1 vMG M DEPAMM i= of TIOWSP ATtEltt 502 �t.tK I 1 "x6" WOOD TRIM R.- WOOD SIDING ON 2"x4" FRAMING WELD L FRAMING TO GATE HINGE PROVIDE 1/2"DIA.x18# LG. SLIDE BOLT SECURED TO 4"x 12" METAL PLATE 0j VDOT #26 STONE AT EACH GATE SLOPE 1 /8" PER FT. TOWARD GATEcc -�-- r- e # 'UP OL FRAMING EOQN... ALL SIDES (0AN D NOTE: ALL WOOD SHALL BE TREATED; 12" 4DIAGONALLY " ACROSS GATE ALL HARDWARE SHALL BE GALVANIZED I 20t-o I s d- WOOD SIDING 2"x4" BLOCKING 3 1 /2" METAL CHANNELS AT EACH 4"W COLUMN. ANCHOR INTO CONCRETE 6" CONC. SLAB W/ 6'x6' W2.9 xW2.9 WWF ON 4" COMPACTED s of CLEAR OPENING ANDERSON & ASSOCIATES, INC. DATE : 14JUL 04 REVISIONS: DOCUMENT NO. DESIGNED: KBH Z7AUG � JIREH ENTERPRISES GENERAL NOTES AND 22826-003 Professional Design Services Q D www.andassoacom 7722 Main Street c�c�iceo : r�ss`� 06 o�T � STANDARD DETAILS MiddletownVa 2264fi-8500 FREDERICK COUNTY, VIRGINIA SHEET Virginia -North Carolina -Tennessee Sao-assa5o1 °aia�OF 9 U L z a c c t C s v; CN CIN CS `tJ E Cn 0 N 0i 0 z .d 1 L_ 50 25 0 50 100 150 L Masi SCALE IN FEET Buckley Lages, Inc. D.B. 349 Pg. 302 Tax # 43A—A-83 Existing FCSA 20" Water Line Existing 8xi Sancta Sewer Force Main (FCSA) S4,3'20'32" 281 j v»N 9 Existin Woven - Wire Fence N f �•j j t J•1 Jireh Enterprises ' Tax # 44--A--6A I Zoned M2 l Use: Industrial j Total Area: (15.8537 Ac.) 1-0 25, BRL~` " 25' BR L � I l : N52 45 49 I 325.00 1 30 Water &Sewer Easement uz Frederick County Sanitation A ority© j . in #020014908 1 cc J �7 Cy I in � t i i s� f� N J •f l� �l l % foL 75' BRL � I ! ,Speed Limit Not Posted) l Valley fertilizer & Chemical Co. D.B. 504 Pg. 443 Tax j 44—A-6 Zoned M2 Use: industrial X New Fence X X R25 00' X New Fence New Board on Board Fence/Screening Detail Sheet 2 bum wlEn< FCSA 4" SS FORCE MAIN BEING CONSTRUCTED) S52`4549E 1 325. 0 0' _V Ebert Road State Route 837EXISTING 8 Zuckerman Enterprises, Inc. D-13. 310 Pq. 699 Tax # 44—A-12 0 00 Ln 9 7� 0 .403 YI VJ in V� X a N S43`2G'32}� �33 . 43, C. Edward Shirley, et al D.B. 452 Pg. 688 Tax # 44--A--5 Zoned M2 Use: lndustr al New Fence--, R cc24,0fl f f� L ` :3 T }j V XUJ V Q� .f'�• m= V, f L FIRE HYDRANT p � t° .Q t ASSEWLY Cn 0 LO icy _ Lj) Q> �� _ -� U 0 X y co tl•• OE! } f � / Ox � 00 V_6 W s. s• fi 1 w 00@ L. W ! V) 0• r L. r cis � Office Space 20'x60' 2 Story 2,400 SF PHASE IV Warehouse Space o 1 Story o 24,000 SF Buliding Size 220'x120" 0 26,400 SF Footprint 5T FLOOR FFE = 502.00 16' Dooroffice Space yP') 20'x60' 2 Story 2,400 SF Benchmark Nail Set In VDOT STAt Power Pole R1-R 30" Assumed 8x8 YET TAP GN Elev.= 500.00'-,._ BY FCSA 2" SANITARY T 4" SANITARY LATERAL wEk few fen G MUM F; n W ti.. 0 0 TER METER w, � .r . ► , t�•a�, to -�}-� -► 20' PERMANENT ad DRAINAGE EASEMENT "} EXTEND EXISTING 15� CULVERT -- T-~ , . 0.� 2 .00 FNI u-� Notes: 1. Fire Lane No Parking Signs And Pavement Markings Required At All Fire Hydrants, Fire Department Connections And All Normal And Emergency Access Points To Structures. 2. All Required Egress Door Shall Be Accessible And Area Of Rescue Can Be Utilized On The Landings At The Loading Docks Provided The Exterior Wall Is Fire Rated Per Section 1003.2.13.7-- Exterior Area For Assisted Rescue, 3. Structures In Excess Of 12,000 Sq. Ft. Shall Have Fire Barriers Installed In Accordance To Section 705 Of The IBC. 4. Design Professional Lic. 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, Etc.) New Fence 2 Signs 5'X10'x4'fl' Tall Attached ew Fence Donald H. & Marcella C. Shirley Q.B. 466 Pg. 795 Tax # 44--A--58 Zoned M2 Use: Industrial Allen L. & Dorothy H. Shirley D.B. 389 Pg. 484 Tax # 44—A--5A Zoned M2 Use: Industrial Existing Woven Wire Fence E ��Tlf op o �► !NV OU - 494.20 _ PROPOSED JOSNUA RRY TURNER END SECTION READ. / Lie. o. 042455 b OUTLET PROTECTION READ. RIGHT--OF-WAY Sign 5 xi 0 x40 Tall S52 45 50 E 393f TO INTX. ROUTE 11 10 ..: R N52'4� 49 10 roNAL Charles Zuckerman & Son, Inc. --- — D.B. 451 Pg. 657 Tax # 44—A-12A ANDERSON &ASSOCIATES, INC. DATE : 14JUL.04 DESIGNED: KBH REVISIONS:DOCUMENT 27 AUG 04 JIREH ENTERPRISES NO. 22$26 — 0Qt� Professional Design Services DRAWN KBH Z1S�o4 PHASING, DIMENSION AND UTILITY PLAN 7722 Main Street Middletown Q Q�ia CHECKED TSS O6 OCT 04 FREDERICK COUNTY, VIRGINlA SHEEP Virginia North Carolina -Tennessee Sgp�z5p OF v 0 i N 00 0 0 rn 6 V_ �4- 0 r- > 0 Z i� Ne L CO S43'20 32"E z 281.8� Existing Woven k f Wire Fence 25 l I! /� 1a 50 25 0 50 100 150 SCALE IN FEET Buckley Lages, Inc. D.B. 349 Pg. 302 Tax # 43A-A-83 510.00 500,00 1 c�, ! New Fence x j ' •� 1 Jireh Enterprises 1 ' Tax 44--A--6A . Zoned M2 N f Use: industrial Total Area: / f : (15.8537 Ac.) j tff f� 1 � • •� f ' I 25' BRL Cr N5. r t tat r ; 2' A 5 49 -;0- 5.C} t C f �f !� r iY jf1 O ri I f co f 11 J c� 30 Water & Sewer M, Easement in Frederick County Sanitation A orityo Instrument #020014908 In 000 I N Ground n New Fence Valley I e Fertilizerr & Chemical t Co. D. B. 504 Pg. g 443 T - Tax 44-A 6 Zoned M2 Use: Industrial New Board on Board Fence/Screeni _r,...�• Detail Sheet Durnoster, �o ci 00 _ I a w 1 0 FCSA e SS FORCE MAIN (BEING CONSTRUCTED) 295.00' ��-- s52'�'S'�-s"E 325.00' .�.. AN- Speed Limit Not Posted) Ebert Road State Route 837Ex�11' R1 Zuckerman Enterprises, Inc. D.B. 310 Pg. 699 Tax # 44—A-12 aJ'\ CAUSE C. dw d Shirley, at al D.B. 452 Pg. 688 DETENTION POND Tax j 4-4-A•-5 OUTLET STRICTURE Zoned M2 15" RCS' PIPE Use: Industrial INV IN = 08.50 QN P ND 0 © ItiV. OUT = 488.40 E U / `�- 10 TONS OF CLASS I rEMERGENCY SPILL �+Y RED AT OUTF12" DEPT1-#� HEFT FLOW OF WATER 3' BOTTOM WIDT i � � 2:1 slpE LOPESa.'Im J \ l . _I [New Fence`-i �'�• • Y� s � � r KS �,c i�•,,i i �, o q- P�PPOSED STORMWATER DETENTION FACR TY u) o i, °' o FIR HYDRANT 0 �. t� 6 ASSEMBL1f •' �' `4 BO DS CP 1110 1 7 5 �• ,�j(; �`� .YrCP'wJ i. '�:� p �� � ..<. `�•��CC�. "'^• y.,�.- S „� -�, ^e�• '=�+a J`� ��� ;a :;i �F`'YJ.sy•..i �•.. '� �"'Sv�Y.��.Y4{ +^., $", � � •# �,• 'x ` � .t.�` � t a4C. ••-i.� ,?a �2 �•'� n�a.,..,t,��' �''8:�• -.��"X .�.rsx :;tt- ,,:"'�,,.,•ryt�X.+-•` �`-`' t..;.. �.. _'1 r4 ;+,,:, �. +r• ' t �v�+.^^ �} ] r.a��fi' Tom` i .`C •. - Y _�� �' � «,•� "tc •'1'.'r.""�° 1R{c �t Yq' : a.� .t • �'c �•.C�''"i�.al`Y3 � i "5. 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I3 i r, 1� -' �,:•w 1 r•' -.i1 !4 �n r� [�� �. 4 �i (� • E t',,v' i! �f- �,F `' w S 1'• t-.-, �,.h ,, 1, �i.:.^� �f�`iltt ^+ :., ✓z�.�t�C1': �..'l�';, � ''ir O. ,• ! �G �` 'r'� `��„is � , "`' "t. r..:w'^, i �: ir) ..i.I L:- i ±_..t./'t r�JV�`�:' 1 , 3]. 1. _ ..�"i''� `.if1 , 1Ji✓' i%�..-. A�"i'i=" ' 1:f1. n,Sti i'1 d `>ia�4` ..1 • .z .v�S E<;1;;t33iVirS':t+ �'� _ tiLTR.......... xiti, . d 6ifice Space 20 x6g" 2 Story 400 F U0 Wo ehouse Space .x 1 Story o F41000 F 4 aQ Budding Size U'x12 ' 6,40SF F tprint 1 ST FLOOR FFE 502.0 16 Doo Office Space YP•� 20' ' 60' 2 Sjory 2,40Q SF1 Benchrh NO Set PowrF ra� t�mec � c 8 WET TAP\ R1 ARY TAP 9 9 I I/ c� Iq te) C) v- ewl Frc 1 QS s m'. , Sediment TraiD Construction Reauirements Phase I -- Disturbed Area = 2.5 acres Provide 170 cu. yd. of Wet Storage J Provide 170 cu. yd. of Dry Storage �- Outlet Shall be 15 ft. in length Phase 11 Disturbed Area = 0.85 acres J Provide 58 cu. yd. of Wet Storage -- Provide 58 cu. yd. of Dry Storage — outlet Shall be 6 ft. in length Phase Ill — Disturbed Area = 1.5 acres �- Provide 103 cu. yd. of Wet Storage — Provide 103 cu. yd. of Dry Storage — Outlet Shall be 10 ft. in length Phase IV — Disturbed Area = 2.2 acres Provide 150 cu. yd. of Wet Storage Provide 150 cu. yd. of Dry Storage — Outlet Shall be 14 ft. in length Phase V -- Disturbed Area = 1.6 acres — Provide 108 cu. yd. of Wet Storage — Provide 108 cu. yd. of Dry Storage -- outlet Shall be 10 ft. In length r' ! t ite Cross S , ction 0� rX /� 11 - .1 0 / I Fence a P N 'N Map �arc7 ` C. f/ 1 '--- ,,2 Signs 5'x10'x4C' Tali .. r ►�, ���� C% Attached le xv Fen e /4 '' }tL •'^i� it f �• .�.�f .��Y 1. t 9 � � ,ter �.'_'• •-....�,•� Do aid H. & [ Marce a C. Shirley P ,urn ate D.B. 66 Pg. 795 wEn os r To # 44-A-58 Zoned M2 RP E V ed * se: Industrial ,Allen L. & Dor thy H. Shirley D.B 389 Pg. 484 ax # 44--A-5A Zoned M2 Use: Industrial am 01 � , `� > � ' ; .:~:. ' � Via~ .�• � Y � � t � � ' 1 i s ' r t ,w :, Existing Woven i '� Wire Fence PERMANENT Y, D RAGE EAS/E� ENT PROPO kM R1G --OF—WAY o r ,r^3y y;. Sign 5'x1O'x.40' Tall 02 4$'50"F W 5577 c v ; 49 10 393± TO INTX• ROUTE 11 ! t �it7,-u.'. :,.> i7ri+' • ¢t.`;, : .t ,N r w . -r::r .•rr., _.. . i,>^.c✓�-'jy/�„.. v . - ~V VDO CG —7 l._ .. Charles Zuckerman & Son, Inc. T cc D.B. 451 Pg. 657 i Tax # 44-A-12A r 50 25 0 50 100 150 SCALE IN FEET PLANT SCHEDULE Existing Woven-- ` Wire Fence /i l 0. � tl KEY Scientific name MIN. PLANT SIZE REMARKS QUAN. COMMON NAME SPACING/SAUCER AR Acer rubrum 2"cal. mulch 9 RED MAPLE B&B CP Crataegus phaenopyrum 2"cal. mulch 7 WASHINGTON HAWTHORN B&B QP Quercus phellos 2"cal. mulch 3 WILLOW OAK B&B QR Quercus rubs 2"cal. mulch 4 RED OAK B&B UP Ulmus parvifolia 2"cal. mulch 8 LACEBARK ELM B&B DOTES: 1. All planting beds and tree saucers shall be mulched to a minimum depth of 4" with shredded bark mulch. Planting beds shall be substantially free of foreign matter. 2. All plant materials shall conform to the standards of the American Association of Nurserymen and must be approved by the Landscape Architect or the owner. 3. Soil in planting beds and tree saucers shall be tested for pH and nutrient availability, and amended as necessary using organic fertilizers. 4. All plantings will conform with Section 165--366 of the Frederick County Zoning Ordinance, Planting Section, planting procedure, and maintenance. /(t 'fir 11 ( ! • i 1 �t f �.l 1 f ! i Buckley Lages, Inc, i Co 1 D.S. 349 Pg. 302 l Tax # 43A-A---83 30Water & Sewer S w r Easement u4 Frederick County Sanitation A ority Instrument #020014908 Ll i O I /• Existing FCSA 20" Water Line ; Existing 8" Sanitary Sewer Force Main (FCSA) i 1! i (I I f i f J l ,l `1 i R in I 1 co) 75' 6RL AV — (Speed Limit Not Posted) w a A ,lireh Enterprises Tax 44—A-6A Zoned M2 Use: Industrial Total Area: (15.8537 Ac•) 25'L-- x New Fence x X X 25' BRL New Fence Valley Fertilizer & Chemical Co. 4 P 5a . 443 Tax 44--A-6 D.B. Zoned M2 Use: Industrial New Board on Board Fence/'Screening Detail Sheet 2 -phr - - Ebert Road State Route 837(""/'� Zuckerman Enterprises, Inc. n A -�1n Pn AQQ Tn .4 44—A-19 Dum wIFn( n LU X toy= 1� • a� Eo f. •? CR `tip as t?C 0 CO �W w .- ems• W r it t� # * rt:kSitSSS.� Office Space 20'x60' 2 Story 2,400 SF C. Edward Shirley, et al D.B. 452 Pg. 688 Tax # 44—A--5 .Zoned M2 Use: Industrial New Fenc ------_ L ! 0 � t. �x r'j) aD ew Fen Uj Yfi}f �x LLs -'Wfid'�Ya°=-'rvay'!??r'faz ..V�Y."!; .•'t; •-b°'^�"'r ,;.;. l+:�i �! /•nc•..:..2' ! F"w.... ;;v��; ir_•, +'''`'v't"rgY'�c ��«a '< .=rr..1'`. ^._C�ra,• x..i wz.,,��;r�»°•-.i ..w r <.i>-y... [> .o F.• �: .��4 ^s'•'t'`,Y' '?. .a YSt• �•f,'.,-2,` �n,�9�..4`.; �y. fY.•.� t`G.. �t :3,''s.��'jI.C...�..-.z•,; �.}�>.�. � ..3(k, 4•. ..„ i:::ii:.+..srf�_in`i+•T;�•`}'�'��t . �?'"^ -;,;.'ts s vti� •r;'vr ; :-�" ys:'•,,.,.,t,•.•3 "''^ .�iF •'�'� .�•' oC;�:= Y.-3: " :Fu '�.. g �t' �,, ot.�^ y r+a �_; m yt,. '�- : :V{iy.�+,- v-1 ^i;�",+�,•;• :Yti: '.xis.r.- t"R-A"'.< vM i. .:;;,. '�•.. Wit.. ..�;'{.'�s,:,,',is�•`�s ,;i4et j� x`a�� ".�cr•.fi,.AJ`„1,.`ati• ' c.,:z...l...�a':.<•; ::rn�__s�.t'`ar t:.s-t :ti:"�'�"ih���^i„vi:.�ii;•£�:."u`tl.:'Ei+L�;r^•�'�r`•'•*•°i'`i;L;,"•.rb i•,la...Sq-:� �Zy§`` r'?:',a.:XyyL`� .rtFt��;Y,y ��'}�. ,F`fi - C a:T�.:k'4 •°`-r n �� � S5 �•� tc. 4,.t ... ^a L' f.�." .0 4..�wP•. _ �}'y4 G i{Ft1 "u..i"�b�`.Y-�� L:r x`f�:�7•�.�.. �5. t��.`�+'• r f':at{�:�;;:]�:?S•w✓�.?�.L'1, M��;i:'>�••+ ��s•w�!~y�"i-<!"-c`"!c •"i' "` Y �K �i.`�*•.• � t t i �.IbMY.W1�i ''� �j7 .1..�� ������ � .�+"a.,���•f. .iS.tL. "..:.rs 4+ .G 1 �+ �. .... � G C? VAC? to �i Cn r� ' ... tc o t 00-Z �^ 00 V- o ix V��•• ..e�4• ,Fr' ft . Office Spa` X 22'X3w0' r� ' L ar _j .•%� `, �y 7.1 Story 4 ra 660 SF to 7 s {� 4 '�?�y # tz }�, c wt.^•' •:;y;; v `�� :�':. ,^�. Lt.�=;J u ;`,�k yy+,�•;,^.: fly+ �'1� a .tS. <sa+ ar,a C `i'. r••� Mb? C':4 ? to '..,:•��4a aZrNr.r. r Dumpeter w/Enclosur New Fence ew Fence Donald H. & Marcella C. Shirley D.B. 466 Pg, 795 Tax # 44--A-58 Zoned M2 Use: Industrial c Lii' rS;. , .. •. •r-t r/ y zi';a:-^•^ ,.G X / • tr> 9 ' Warehouse Space .sc � _ �.,, �,{ Two k� k' i Story o F• �q.�—th Ry . F ., 24,000 SFOC A. Dulidtng Size o,_. 220'x120' 26,400 SF Footprint 7SY`i �" ,� , , .� o _" � V. 1ST FLOOR FFE = 502.OQ � ti. �� t { .r� � ��, �� °��� , , L . & -.�. o > j Dorothy H. Shirley 160 Dooroffice Space . Z.t t z ` C.B. 389 Pg. 484 ti .{Typ•} , . 3 Tax # 44-A---5A 20 X60 �s;' •< Zoned M2 .' 2 Story t.0'trfy<Y IndustrialS ��.k. • ",,:.,: j•_.w- +.,s..-. f Use: ��� SF s Iv is Iv Existing Woven Wire Fence Charles Zuckerman & Son, Inc. D.B. 451 Pg. 657 Tax 44—A-12A ro ANDERSON & ASSOCIATES, INC. DATE : 14JUL 04 REVISIONS: DOCUMENT NO, DESIGNED: KBH 27 AUG 04�JIREH22SZF) — OO6 m Professional Design Services DRAWN KaH 21 So4 ENTERPRISES �A Q Q www.andassoc.com 7722 Main Street CHECKED: TSS SHEET VIRGINIA LANDSCAPE PLAN MiddletownVa z2sa�ssoo �NTY, Virginia -North Carolina -Tennessee 540-869-2561 OF V- co x N Existing Woven-- o/ Wire Fence /f 50 25 0 50 100 150 1 SCALE IN FEET co r ! • tjr Xreh Enterprises Tax # 44—A--6A -� Zoned M2 Use: Industrial Total Area: (15.8537 Ac.) N �o { AIL o)— llf.. t 1 N �. 02 1 1 - f 11I `'fit j j i 1 4, 0 07 ,,, 'Co/ l � f •� � 3 L l o % Z CV 1 - / E I f 1 yf: Buckley Lages, Inc. ! CID D.B. 349 Pg, 302 � 1 Tax # 4 — 3A A-83 34 Water &Sewer m Easement io Frederick County Sanitation A orityQ ��. Instrument #020014908 occ In ry Existing FCSA 20" Water Line Existing 8 Sanitary � 4� Sewer Force Main (FCSA)rill / 1 I I • i Q �v 1 i f(r 1 .f if 1 • 5` BRA. 7 i Speed Limit Not Posted) ANDERSON & ASSOCIATES, INC. Professional Design Services �.andassoc.com 7722 Main street Middletown Va 22645-9500 Virginia - North Carolina - Tennessee 540-869-2501 DATE 27 AUG ►04 DESIGNED: KBH DRAWN : KBH CHECKED: TSS QA / QC : 443'2 = C1 32 r>p- �28 j 83 25' BRL r'52'45'49'�V 325,00' Valley Fertilizer & Chemical Co. D.B. 504 Pg. 443 Tax 44—A ^.' Zoned M2 Use; Industrial New Fence X X New Fence c New Board on Board Fence/Screening Detail Sheet 2 S52'4'5`49"E 325.00' P(� Ebert Road State Route 837(""� Zuckerman Enterprises, Inc. D.B. 310 Pg. 699 Tax # 44—A--12 REVISIONS: 21 SEP 04 w/Dclosu O 00 :f) a C. Edward Shirley, et al D.B. 452 Pg. 688 Tax # 44—A-5 Zoned M2 Use: Industrial LUMINAIRE SCHEDULE LABEL QTY DESCRIPTION LAMP HEIGHT 108 PREMIUM CUT—OFF BLDG. 25OM/U/ED28 12' ON BUILDING •.,.,,,,,,,�„� MOUNTED WITH New Fence SEGEMENTED REFLECTOR NOTE' LIGHTING DESIGN PROVIDED BY OWNER -- saw �r rr> gwx :t ter: - .. f 4 Ml� m -` {:? . _, "y. • � "gyp � -�,�' -t ,. ; � �- t ♦y_ � V •.�.�► y!'\ �5 �'��' w`'n .....� •(j" {* t�'N Ft}it I_' ....,(,v 1,. x,R� �" ` tf' 4iix! X {y {/ / 11Ltirran+' w CD : V) O W) 0 ' 0 �y ,�.�,�r�y f w•f . r¢.� r,y ew Fenc ,.o- �`R �L.Z „_"f.'' '^'°..' i�u � 'g''t ±y �''. .is ?# -.� . L taT..�.Jx .., �?•:c: yh E.! .d ��''� r}�,•,�f-'e: '"r. �,� ;'I;ti''"� .;�•ia',;:J•"',.�'k ... 3` K�',« �%i�;. �c •s"�>, rt.:x:•:,°.,.�,,�p�p.�y!s�:.y.?�.�.� �� Yi • µ fi, .h`,rJ .. , < i �v :r .:t�.s` '^'�r`•!�.'{;'� 4.•:11.•� % ��sr.: •7:s •t �}•<'•.di �'•' : Y.-'L'rrx"., 3f.-•••. :a :•. ,;. � •,{....,,roi^r' .^Gc:.. � r.w jS: Sr . .+�.<,t•,-:� ! 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"2. :� �, r° ..>-- y —�Y�C ..v ..,t«LSx;..i:._...r..._a� .fix£ �' �`= Dempster w/Enclosur Office Space 20'x6O* 2 Story 2,4(0 SF N New Fence ew Fence Donald H. & Marcella C. Shirley D.S. 466 Pg, 795 Tax # 44—A-5B Zoned M2 Use: Industrial Warehouse Space TWO (2 1 Story Q _j rive. 24,0)4 SF " �...�.r',� �- �- iN•u�j. �F` � Suliding Size l77{2.s''p?p'•`i'7. tF : Yb.:S,, .�S • th J �•�220 x1202 J �j 26,4C4 S>F Footprint a. i�', 1 {tt >; `�. , l;' •L•a:4 � wO.. .i i,`y55 a2 �}v; s � ' , f, �-=•ti _ �i. 5T FLOORFFE -= 5t32.0{� � >„ � , }. _ , �: t _ o , ; . Allen L. & `oq-r. �� Dorothy H• Shirley * Ja Y (; � � 3 1 Dooroffice Space "' �a ,, f ,; � , ., D.B. 389 Pg, 484 (yp.} , , ;�x � �',•> �,,� � Tax # 44—A--5A 20x60 Zoned M2 2 Story Syr .;_. , ,'.i �= Use: Industrial `��.J�/,�j}[/,0 S� t/`µ'S• { ! �j�r ,,�,C{Y}J� JIREH ENTERPRISES FREDERICK COUNTY, VIRGINfA .s>rrr�+ras.:.,. S52'4.5'50"E N52`45'50"y 491 C}' 95.E J` ' Existing Woven Wire Fence Charles Zuckerman & Son, Inc. D.B. 451 Pg. 657 Tax # 44--A-12A LIGHTING PLAN c LR Li j OP (j1� -JOSHUA P9RRY TURNER Uc. No. 042465 s$�DNAL 0.�� DOCUMENT NO. 22826 - 007 SHEET 7 9 OF W X V) is 3 c v a. '.i./ 0 a� N 00 N � W{ L > 0 DETERMINATION OF SEWAGE FLOWS PROPERTY USE STORAGE BUILDINGS & WAREHOUSE AVERAGE NUMBER OF EMPLOYEES 40 AVERAGE NUMBER OF CUSTOMERS PER LAY 30 TOTAL NUMBER OF PEOPLE 70 VDH DESIGN FLOW FOR FACTORY & OFFICE (PER PERSON) 15 — 35 GALLONS PER DAY CHOSEN DESIGN FLOW RATE 25 GALLONS PER DAY CALCULATED FLOW (GALLONS PER DAY) 1750 GALLONS PER DAY PEAKING FACTOR 4 PEAK FLOW (GALLONS PER DAY) 7000 GALLONS PER DAY HOURS OF STORE OPERATION 10 HOURS PEAK FLOW (GALLONS PER HOUR) 700 GALLONS PER HOUR PEAK FLOW (GALLONS PER MINUTE) 11.7 GALLONS PER MINUTE PUMP STATION DESIGN ELECTRIC PROVIDED LUMB NG MECHANICAL, R WET WELL VOLUME REQUIRED (FOR 24 HOURS OF STORAGE) WET WELL DIAMETER REQUIRED WORKING DEPTH (DISTANCE BETWEEN PUMP ON AND PUMP OFF) DESIGN ELEMENTS LOW WATER LEVEL (PUMP OFF) 487.00 FEET FORCE MAIN DISCHARGE ELEVATION 497.00 FEET STATIC HEAD 11.0 FEET FORCE MAIN SIZE (VELOCITY BETWEEN 2-8 FPS) 1.5" (VELOCITY = 2.18 FPS) TO BE PF:;�VlI}ED Gf MECHANICAL, ELECTRICAL., PLUMBING CONTRACTOR DESIGN PUMPING RATE LENGTH OIr FORCE MAIN 455 FEET FITTING LOSS 0.40 FEET EQUIVALENT LENGTH OF FORCE MAIN FRICTION HEAD LOSS 10.54 FEET TOTAL FRICTION HEAD LOSS 10.94 FEET ; TOTAL DYNAMIC HEAD 21.94 FEET TO BE PUMP MANUFACTURER: ELECTRICAL, PLUMB MECHANICAL,N c R MODEL RPM MOTOR BHP IMPELLER DIAMETER GPM ACTUAL TDH ACTUAL STATION SCHEDULE USE ENVIROMENT ONE MODEL 2014 DUPLEX PUMP SYSTEM. SEE DETAIL THIS SHEET STRAIN RELIEF CORD CONNECTOR FELD .JOINT, REWRED FOR LKX)E.S TALLER THEN 20 "3 KrERNAL WELL VENT 2.tY DIA. 94-ET, GROIN TO ACCEPT 4.50. O.A PVC PIPE (STANDARD). DUST COVER SUPPLIED FOR SHIPUENT (NOT SUITABLE FOR BURIAL} J1..3 r" 31 in 800 mrn "amn ON 03� OFF 18 in 4+5 mm 65 w 240 L - 520 518 516 514 512 510 503 506 504 502 500 498 496 494 492 490 488 466 484 482 4$0 10+00 1+ In 343 mm 4-9 W aLd SE MI -POSITIVE Or-Pt_ACEMW TYPE PUMP DIRECTLY DRIVEN BY A 1 FP {MOTOR CAPABLE OF DELtVE!" 9 spm AT 138' T.D.H. (34 ipm AT 42m T.D.H.) NOTE= A CONCRETE ANCHOR IS REQUU; ED TO PREVENT THE TANK FROM FLOATING. SEE NSTALLATIOON INSTRUCTKkNG OR SPECIFIC CUT SST FOR SIZE AND WEIGHT OF M40- R WATER TIGHT LN), FRP DUAL WALL -CORRUGATED -, HUM ACCESSWAY POWER & ALARM CABLE 12-a W/GNa VEOD lCAL QUICIc DSCO41ECT COORE CONTR(X- EATt COWARTbENT D+SCrIARCE 1 1/+* FNPT (304 S-S.) QVICK DtSCOMECT ASSY. (304 S.S.) 1..- SS CAST BALL VALVE t V4` DISCHARGE I-itZ (304 S.S) CHECK VALVE (GLASS FILLED PVC) ANTI-SP ON VALVE (GLASS FILLED PVC) HOPE TANK 11r NOMINAL WALL THICKW-SS 73 CALLON CAPACITY EACH SIDE OF BAFFLE. (9 coo 11 +00 12+00 13+00 SANITARY FORCE MAIN PROFILE STA. 10+00 TO 14+56 SCALE: 1 "=50' N, 1" =10' V PRIVATE e 14+00 14+56 tt �t 1h 'OraL�/�'�l�J�•i�l\1�1�1 _MOWTZ .�sa ,.i - i�'i`l�J:�Y� 10+00 1 1 +00 12+00 13+00 WATER MAIN PROFILE STA. 10+00 TO 14+62 SCALE: 1 "=50' H, 1 "=10' V 15+00 16+00 16+81.65 c JOSHUA ARRY TURNER Lic. No. 042455 ANAL '� A.NDERSON & ASSOCIATES INC. i DATE 14JUL 04 REVISIONS: DOCUMENT NO. Professional Design Services DESIGNED: KBH DRAWN KBH 27 AUG 04 JIREH ENTERPRISES ������� ������� 2a2a—OUa 7722 Main Street A97AWWw.andassoC.com MiddletownVa 22645-9600 CHECKED : Tss 06 OCT 04 FREDERICK COUNTY, VIRG�INIA SHEET a 9 Virginia - forth Carolina - Tennessee 5.40-8609-2501 c Af ac of rij I-- Ld w m -o c a Q v iQ 0 V) co N N C7 L03 0 z