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HomeMy WebLinkAbout26-08 Site PlanGENERAL 1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION OF THE COMPLETED INSTALLATION OF THE UTILITY SYSTEMS AND ALL OTHER IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY FOR THE COMPLETED FACILITY READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION, VIRGINIA DEPARTMENT OF HEALTH, FREDERICK COUNTY AND THE CONTRACT DOCUMENTS. 2. THE ENGINEER RAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES, HOWEVER, SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL'MISS UTILITY 14%552-7001. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS, ELEVATIONS AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY EACH CONTRACTOR PRIOR TO BEGINNING THE WORK. THE ENGINEER WILL APPROVE ALL CUT SHEETS. 4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER ANDIOR THE OWNER. 5. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED OF THIS WORK AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED. 6. ALL GRADING IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY. 7. CUTSHEETS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING STRUCTURES AND START OF CONSTRUCTION. ALL CUTSHEETS SHOULD SHOW EXISTING GROUND ELEVATIONS AT CENTERLINE OF UTILITY, STRUCTURE OR ROAD, AND OFFSET HUB ELEVATION. 8. THE APPROVAL OF THESE PLANS SHALL IN NO WAY REUEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. 9. THE TRAFFIC COUNTS HAVE BEEN PROVIDED AS DETERMINED BY LEA USING ITE TRIP GENERATION. 10. PRIOR TO INITIATING GRADING OR OTHER ONSITE ACTIVITIES ON ANY PORTION OF A LOT OR PARCEL ALL WETLAND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS SHALL HAVE BEEN OBTAINED. 11. ALL PROPOSED BUILDINGS ON SITE TO BE SPRINKLERED. 12. ALL UTILMES MUST BE UNDERDROUND AND ALL OUTDOOR LIGHTING MUST BE SHIELDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES AND ROAD RIGHT -0F -WAYS. 13. ONLY OFFICE USES PERMITTED IN THE M1 DISTRICT UNDER THE FREDERICK COUNTY CODE SHALL BE PERMITTED. 14. ALL SIGNAGE SHALL CONFORM TO §165300F THE FREDERICK COUNTY ZONING ORDINANCE. FREDERICK COUNTY INSPECTIONS DEPARTMENT 1. DWELLINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. THE 2003 INTERNATIONAL BUILDING CODE AND THE ICC/ANSI Al 17.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES MANUAL. AT*+*NANDALE INDUSTRIAL 1. A LAND DISTURBANCE PERMIT WILL BE REQUIRED PRIOR TO INITIATING ANY SITE WORK. THIS PERMIT CAN BE OBTAINED FROM THE fiedendc COUNTY PLANNING AND ZONING DEPARTMENT. 2. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD. 3. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. 4. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF PIPE -LAYING IN THE AFFECTED AREA 5. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED WITH 6' TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BEDS TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED, AND SEEDED TO ACHIEVE LAWN CONDITIONS. FIRE S RESCUE 1. BURNING OF LAND CLEARING DEBRIS REQUIRES A PERMIT FROM THE FIRE MARSHAL. BURNING OF CONSTRUCTION DEBRIS ON SITE IS PROHIBITED. 2. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. TEMPORARY STREET SIGNS AND ADDRESSES MUST BE POSTED AS CONSTRUCTION BEGINS. PARKED VEHICLES AND STAGING OF CONSTRUCTION MATERIALS ARE PROHIBITED WITHIN 20' OF FIRE HYDRANTS. FIRE HYDRANTS ARE NOT TO BE OBSTRUCTED ATANY TIME. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDMONS 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 -0F -WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT5 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. IN 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 I PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFUCT WITH THE PROPOSED CONSTRUCTION ACTIVITY . VDOT APPROVAL OF THESE PIANS 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 ASA 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 -0F -WAY. VT. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE -CONSTRUCTION CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER ANWOR 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 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. V10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT -0F -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, ErC.) 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 AVDOT 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 MOT AND THAT TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES. Vit ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITYISTORM 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 -0F -WAY. AT THE DIRECTION OF VDOT, DENSITY TESTS SHALL BE PERFORMED BY A QUAUFIED 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 PANS AND/OR AS SPECIFIED BY VDOT. V16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGNT-0F-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF THE DEVELOPER. V17. PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REWIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER OR, AT VD07S DISCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS FOLLOWING THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. V78 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 URLIZED WITHIN ANY DEDICATED STREET RIGHT -0F -WAY MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCY OFFICE PRIOR TO ACCEPTANCE OF THE WORK UNIT AND TOTAL PRICES MAY BE OBSCURED. V19. AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PACED ON SUBGRADE BY MEANS OF A MECHANICAL SPREADER DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP IN ACCORDANCE WITH SECTION 3D4 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND Vn410. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT ONLY, 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 MOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VRA -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 MOT FOR APPROVAL PRIOR TO PACING PPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB -1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V22. APPROVAL OF THESE PLANS SHALL EXPIRE THREE (3) YEARS FROM THE DATE OF THE APPROVAL LETTER. V23. MOT STANDARD CG -12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. VIA VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON THESE PLANS IN ACCORDANCE WITH VDOTS INSTALLATION CRITERIA FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO BE GIVEN BY MOT AFTER GRADING IS MOSTLY COMPLETE. UTILITY CONTACTS VERIZON SHENANDOAH GAS 141 RAINVILLE RD 350 HILLANDALE LANE PMP116 WINCHESTER, VA 22602 WINCHESTER,VA 22602 (540)868-7911 ALLEGHENY POWER 3463 VALLEY PIKE WINCHESTER, VA 22602 (540) 722 5859 WINCHESTER CITY UTILITIES CITY HALL 15 N. CAMERON ST WINCHESTER, VA. 22601 (540) 661 1815 CONTACT "MISS UTILITY" AT 1-800-552-7001 PRIOR TO COMMENCING WORK EMERGENCY CALL 911 POLICE - FIRE - RESCUE PARK LOTS 4 & 5 SITE PLAN SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA * OWNER/DEVELOPER ERVIN DEVELOPMENT CORPORATION 1830 PLAZA DRIVE WINCHESTER, VA 22601 256-539-533 Trip Generation Summary Number of Units 70 nps 7577757--6.76 Average I nps Iler ay qg0 Frederick Co., Virginia Parking Calculations Annandale Industrial Park Lots 4 $ 5 VALUE Building Setback Lines TOTAL BLDG GSF Building 1 75' Side 26 SF used Required Proposed First Floor Proposed Building I Height -54' P sed Buildin II Height -54' Disturbed Area ac. 6.94 Wholesaling, arehouses,Termina s and Storage 1 per 1 Employee 8 8 8 General Office 1 per 250 Sq.Ft. 12,785 52 52 Second Floor �0 ti General Office 1 per 250 Sq.Ft. 15,740 63 63 Total Number Commuter Spaces 123 123 Total Number Handicap Spaces 5 5 Total Parking Spaces 128 128 Total Number Loading Spaces O 1 4 Building 11 SF used Required Proposed First Floor d f Wholesating, arehouses,Tennmals and Storage 1 per 1 Employee 41 41 41 General Office 1 per 250 Sq.Ff. 15,067 61 61 Second Floor General Office 1 per 250 0 8,928 36 36 Total Number Commuter Spaces 138 138 Total Number Handicap Spaces O Q 6 6 Total Parking Spaces F 144 144 Total Number Loading Spaces ,yUi a �J A' 2 7 * SEE COMMENT 13 OF'GENERAL NOTESTHIS SHEET PROJECT: ANNANDALE ALLIED INDUSTRIAL PARK LOTS 4 8:6 ENGINEERISURVEYOR: URBAN, LTD. 210 FRONT ROYAL PIKE WINCHESTER, VA 22602 540-450-0211 ZONING: M-1 (GENERAL INDUSTRIAL) PIN #: 63((A))61 D 8: 63((A))61 E PROPOSED USE: OFFICEIWAREHOUSING CURRENT USE: VACANT PLAN IS SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. NO TITLE REPORT FURNISHED. BOUNDARY INFORMATION PROVIDED BY SURVEY BY WOLFORD LAND SURVEYING, INSTRUMENT # 060017280 DATED AUGUST 1, 2006 TOPOGRAPHY BASED ON VIRGINIA STATE PLANE HORIZONTAL NAD83 VERTICAL NAVD 88 BY URBAN, LTD DATED OCTOBER 2, 2006. TOTAL PROPERTY AREA = 7.19 Ac. (313,196 SF) TOTAL DISTURBED AREA = 6.94 Ac. (302,306 SF) SHEETINDEX 1 Cover Sheet 2 Status and Details 3 Details 4 Geometery Plan 5 Overall Grading Plan 6 Phase 1 Grading Plan 7 Phase 2 Grading Plan 8 Sight Distance Profile 9 Sanitary Sewer Profiles 10 Watermian Profile 11 Watermain Profile 12 Drainage Divides 13 Storm Sewer Profiles And Computations 14 Phase 1 Erosion and Sediment Control Plan 15 Phase 2 Erosion and Sediment Control Plan 16 Erosion and Sediment Control Details 17 Landscaping Plan SITE PLAN APPROVAL 18 Signage and Pavement Plan NNE�DATE j aslD' 19 Photometrics Plan EMPLANNUMBER AU -0 RFSTR/CT/ONS ITEM VALUE Building Setback Lines TOTAL BLDG GSF Front 75' Side 26 Rear 25' Maximum Building Height 60' Proposed Building I Height -54' P sed Buildin II Height -54' Disturbed Area ac. 6.94 F/ nnR AREA Rd Tin TARUI ATIONS RESPONSIBLE L URBER NAME �t' 1))1117/VY000 CERTIFICATION # Z V0 0 EXP. DATE/3�/Z e% U 1. THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. 2. NOTE: AN ON-SITE PRE -CONSTRUCTION MEETING IS REQUIRED WITH THE OWNER, SITE CONTRACTOR, PUBLIC WORKS, & DESIGNER PRIOR TO COMMENCING ANY SITE WORK- 3. ORK3. THE CONTRACTOR WILL POSSESS A LAND DISTURBANCE PERMIT PRIOR TO ANY SITE WORK OR CONSTRUCTION. APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE Building 1 Building 11 TOTAL BLDG GSF 34,945 44,528 PARCEL AREA AC. 3.39 3.80 ALLOWABLE FAR 1.0 1.0 ALLOWABLE BUILDING GSF 147,668 165,528 PROPOSED FAR 0.24 0.27 RESPONSIBLE L URBER NAME �t' 1))1117/VY000 CERTIFICATION # Z V0 0 EXP. DATE/3�/Z e% U 1. THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. 2. NOTE: AN ON-SITE PRE -CONSTRUCTION MEETING IS REQUIRED WITH THE OWNER, SITE CONTRACTOR, PUBLIC WORKS, & DESIGNER PRIOR TO COMMENCING ANY SITE WORK- 3. ORK3. THE CONTRACTOR WILL POSSESS A LAND DISTURBANCE PERMIT PRIOR TO ANY SITE WORK OR CONSTRUCTION. APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE PP -20180 O i= �0 ti O 6 Z a d f �a3F=a I a dE ji I p IonOR '. I 044 *4#0#0000 00 It - O O N U HO O Q a Q F ,yUi a �J A' LTa Q� w _�U W C7 U F w CJ � a I --I ai U SHEET 1 OF 19 PP -20180 2003 Fdiu°. ,.g°ZAA „g«, -,D 2n,., U.I.- LEGEND SOILS MAP Figure 2AJ. Examples cMs and Lateral Locations of Signs Figure 2A-2. Examples of Locations SCALE: FI 5001 for Same Typical Signs at Intersections -- /orTypical Installations EXISTING STORM DRAIN --E-:§N— PROPOSED STORM DRAIN PLAN STATUS IronosxH: x RonosloE slcN –¢i AunuwsHspmr I • - -- - EXISTING CONTOUR WXKCRIYCf PROPOSED CONTOUR Xmru.i j n j n � –Mw ldmispba>m Dznl .S BO �Y DATE DESCRIPTION Nro ;�', F• I– — EXISTING SANITARY SEWER o Mx. ,.em,cm 10/03/07 CLIENT RENEW Z ........... .. bmmnzm O W r.,dmwro T —Q� PROPOSED SANITARY SEWER '>/p 10/15/07 FIRST SUBMISSION o � .�.®• aa>mRzro .. Rt -1 EXISTING WATER UNE .T. 11/21/07 SECOND SUBMISSION ZQ D: Vj Y, W— PROPOSED WATER UNE O 12/18/07 SUBMIT TO CITY UTIUTIES DEPARTMENT z 'MiXMLBm ACUTE ANGLE INTERSECTION GH,WNELQED INTERSECTON 4/7/06 SWITCH PHASING AND EDIT BUILDING I U N 7/24/08 SUBMIT PLANS FOR FINAL APPROVAL 8F®NJGIIE /WYl'1 EXISTING TREE UNE y p ti rrodoSOE SIcx iii., 50 RIMKDBRMCr 9uSIXEsiol, Y AEMDexce oslwcrv NAXxED on EXISTING TREE (FOR TREES ,A. 5 XmwXAm TO REMAIN OR TO BE tl = REMOVED, SEE LANDSCAPE PLANS). Z ----------- - ---O® PROPOSED LIMITS OF CLEARING < 9 apEwMd �' eg,O U m - ,dmMpa,. � 37.50 EXISTING SPOT ELEVATION � o Yx.ldmwromarmnzp _ YX.ldmpproa>mn:p F mklro Yx 15 +3750 PROPOSED SPOT ELEVATION Je u2 Rodo8l CT EMBLr f ® AREA DRAIN �� O 4 6 SINONNO8E G WATER METER CROCK a �► iC MINOR CROSSROAD URBAN INTERSECTION y _,{ 0 -LI�. 6 TTIl PROPOSED FIRE HYDRANT �' Z "..' .................FP R I, Y v� EXISTING FIRE HYDRANT I I— PROPOSED SANITARY LATERAL a 000000wa NOTE: B 1 SANITARY SEWER MANHOLE REFERENCE NUMBER SOIL INFORMATION WAS TAKEN FROM A HISTORICAL REPLICA OF "SOIL SURVEY OF FREDERICK COUNTY, VIRGINIA' MAJOR FIELDWORK FOR SOIL SURVEY WAS COMPLETED IN 1984. a See$xtitn PA,tB b„Nucen _ Ir tsMba>m uzp STORM SEWER STRUCTURE REFERENCENUMBER � reIn area wmre Iaxd NN.e Y"', e m MAP HYDROLOGIC MAP UNIT NAME a.m...Ix.umminww °,.re,° MOUNTING 2 PROPOSED CURB AND GUTTER SYMBOL SOIL GROUP I7 (VDOT STD. CG -6) 6C Carbo - Oaklet sift foams, very OPes E – •bm^ wvlSloN,u ISLAND wtOe TxROAT INrEgBErnoN ry rocky, 2 to 15 pBrCBM sl C Pte.° t—np� a s s� CG -6 CG -6R SPILL AND TRANSITION �. CURB AND GUTTER o 3 •amXroNw,.dR1 x°m:naain:'s�um waimi+zro,.,..�a,•°m m. m.,...XYXp.BYu'AmwmmwYM BUILDING USES mNmne. �.ebmen�.a,mnm.�aN..�d x.xMa � PROPOSED DRAINAGE CURB CUT (BY FLOOR) r.mwe swuls N.T.S RIPRAP ONLY OFFICE USES PERMITTED IN THE M1 DISTRICT, UNDER THE FREDERICK COUNTY CODE SHALL BE PERMITTED. SQUARE TUBE STEEL SIGN POSTS NOTE TRAFFIC BARRICADE BUILDING I - FIRST FLOOR I \ s a e SQUARE TUBE STEEL SIGN POSTS SHALL BE FABRICATED FROM HOT -ROLLED, CARBON SHEET STEEL, STRUCTURAL STEEL QUALITY, CONFORMING TO THE �%'J UTILITY PREBLAST � " • "• � REQUIREMENTS OF ASTM Al 011. GRADE 50 EXCEPT THE YIELD STRENGTH AFTER COLD -FORMING SHALL BE 60,000 PSI MINIMUM. THE STEEL GAUGE o PROPOSED SIDEWALK \ \ SHALL BE 14 GAUGE FOR THE 2 INCH BY 21NCH POSTS AND 10 GAUGE FOR THE 2Y INCH BY 2,Y2 INCH POSTS. POSTS (INSIDE AND OUTSIDE) SHALL \ ,- / \ __ 6A20GROSSSQ.FT.WAREHOUSE -- \ \ BE GALVANIZED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A653, COATING DESIGNATION G-90. POSTS SHALL USE AN IN -GROUND ANCHOR \�' PROPOSED HANDICAP RAMP \ Ron & SYSTEM THAT PROVIDES STABLE INSTATION AND ALLOWS EASY REPLACEMENT OF THE SIGN POST INTO THE ANCHOR SYSTEM AFTER VEHICULAR IMPACT. POSTS SHALL CONFORM TO THE BREAKAWAY REQUIREMENTS OD AASHTO'S STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, Q STREET SIGN 12,785 SQ. FT. GENERAL OFFICE LUMINARIES, AND TRAFFIC SIGNALS (1994 EDITION INCLUDING REVISIONS). THE CONTRACTOR SHALL PROVIDE A COPY OF THE FHWA'S ACCEPTANCE , STOP SIGN LETTER INDICATING COMPLIANCE WITH BREAKAWAY REQUIREMENTS AT THE TIME OF CATALOG SUBMISSION OF THE POSTS. POSTS SHALL HAVE / INCH I (+/- X6 INCH) OPENINGS OR KNOCKOUTS SPACED 1 INCH ON CENTERS ON ALL FOUR SIDES. POSTS SHALL BE INSTALLED IN ACCORDANCE WITH THE YIELD & RIGHT TURN ONLY \ `� MANUFACTURERS RECOMMENDATIONS. PAYMENT WILL BE MADE UNDER: SIGN POST STEEL (SIZE),UNEAR FEET. COMBINATION SIGN \� ' 1 . BUILDING EGRESS \ �... \_.. �-__...._�. bq STOP SIGN AND STOP LINES (FROM MUTCD 2003 EDITION) f,a i SECTION 28.04 STOP SIGN -1T EASEMENT LEGEND WE I STOP SIGN SIZE FOR THIS PROJECT SHALL BE 30 IN. X 30 IN. EXISTING PROPOSED BUILDING I - SECOND FLOOR STANDARD: I 00 WHEN A SIGN IS USED TO INDICATE THAT TRAFFIC IS ALWAYS REQUIRED TO STOP, A STOP (R1-1) SIGN (SEE FIGURE 2B-1) SHALL BE USED. ® DENOTES COMMON SHARED EASEMENT ® I \. << 00# THE STOP SIGN SHALL BE AN OCTAGON WITH A WHITE LEGEND AND BORDER ON A RFD BACKGROUND. SECONDARY LEGENDS SHALL NOT BE USED ON STOP SIGN FACES. IF ® DENOTES PUBLIC ACCESS EASEMENT ® ' \ 2 �`��r/� APPROPRIATE, A SUPPLEMENTAL PLAQUE (R1-3 OR R1-4) SHALL BE USED TO DISPLAY A SECONDARY LEGEND. SUCH PLAQUES (SEE FIGURE 2B-1) SHALL HAVE A WHITE DENOTES INGRESS–EGRESS EASEMENT ® \ Ilk LEGEND AND BORDER ON A RED BACKGROUND. IF THE NUMBER OF APPROACH LEGS CONTROLLED BY STOP SIGNS AT AN INTERSECTION IS THREE OR MORE, THE NUMERAL ON O 2W THE SUPPLEMENTAL PLAQUE, IF USED, SHALL CORRESPOND TO THE ACTUAL NUMBER OF LEGS CONTROLLED BY STOP SIGNS. ® DENOTES SIGHT DISTANCE EASEMENT_ . AT INTERSECTIONS WHERE ALL APPROACHES ARE CONTROLLED BY STOP SIGNS (SEE SECTION 2B.07), A SUPPLEMENTAL PLAQUE (R1-3 OR R1-4) SHALL BE MOUNTED BELOW ® DENOTES STORM DRAIN EASEMENTDEIJOTES STORM DRAIN EASEMENTA STOP SIGN. / CONSTANT WIDTH=X, WHERE X=10,15,20 01j 24—� 15,740 SQ. FT. GENERAL OFFICEDENOTES SANITARY SEWER EASEMENT,THE ALL WAY (R7-4) SUPPLEMENTAL PLAQUE MAY BE USED INSTEAD OF THE 4–WAY (Ri-3) SUPPLEMENTAL PLAQUE. i DENOTES WATER MAIN EASEMENT �( 4,A SUPPORT: \ \ \ c THE DESIGN AND APPLICATION OF STOP BEACONS ARE DESCRIBED IN SECTION 4K.05. WATERMAIN FITTINGS LEGEND SECTION 28.06 STOP SIGN PLACEMENT STANDARD:Q 45' BEND \ L b Ad / N THE STOP SIGN SHALL BE INSTALLED ON THE RIGHT SIDE OF THE APPROACH TO WHICH IT APPUES. WHEN THE STOP SIGN IS INSTALLED AT THIS REQUIRED LOCATION AND THE O SIGN VISIBILITY IS RESTRICTED, A STOP AHEAD SIGN (SEE SECTION 2C.29) SHALL BE INSTALLED IN ADVANCE OF THE STOP SIGN.1-12'X8' TEE, 1-12' VALVE, 1-8' VALVE THE STOP SIGN SHALL BE LOCATED AS CLOSE AS PRACTICAL TO THE INTERSECTION IT REGULATES, WHILE OPTIMIZING ITS VISIBILITY TO THE ROAD USER IT IS INTENDED TO Q BUILDING II - FIRST FLOOR REGULATE. STOP SIGNS AND YIELD SIGNS SHALL NOT BE MOUNTED ON THE SAME POST. 3Q 1-12'X6' TEE, 1-6' VALVE, 14H ASSEMBLY �� �� .••. --- Q 0 — star 1 tet n� M I d GUIDANCE A 2359OFFICEOFFICE I OFFICE i OEFICE Y 1-8'X6' TEE, 1-6' VALVE & 1–FH ASSEMBLY / oFFlcE svACE Ii SpA I SPACE 1 sr,,cE I OTHER THAN A DO NOT ENTER SIGN, NO SIGN SHOULD BE MOUNTED BACK–TO–BACK WITH A STOP SIGN IN A MANNER THAT OBSCURES THE SHAPE OF THE STOP SIGN. _ _ ___ I F _ Q I n A B T C 1 E I A.lsascESRADE _— SUPPORT: 5 i -8X6 CROSS, 1-8' VALVES, 2-6' VALVES I D SECTION 2A.16 CONTAINS ADDITIONAL INFORMATION ABOUT SEPARATE AND COMBINED MOUNTING OF OTHER SIGNS WITH STOP SIGNS. Q I i 35654+OSS SQ. I T. WARE IHOLI 6 1-8' VALVE, 1-8'X6' REDUCER, 1-6" VALVE FH ASSEMBLY 5'410 ! 22Y I 1.922 i I'M 1�`` � WARENgISE WAAEHWtE, , WARE 'I 2,W5 GUIDANCE m l SRADE SPACE H HOUSE 1IrousE I waRENOIrsE y STOP ONES, WHEN USED TO SUPPLEMENT A STOP SIGN, SHOULD BE LOCATED AT THE POINT WHERE THE ROAD USER SHOULD STOP (SEE SECTION 3B.16). Q 1-8X6 REDUCER WAGE ' SPACE I sr�_ I j C r�r IF ONLY IN4E STOP SIGN IS INSTALLED ON AN APPROACH, THE STOP SIGN SHOULD NOT BE PLACED ON THE FAR SIDE OF THE INTERSECTION. I ' G "'°_ Q a'' A WHERE TWO ROADS INTERSECT AT AN ACUTE ANGLE, THE STOP SIGN SHOULD BE POSITIONED AT AN ANGLE, OR SHIELDED, SO THAT THE LEGEND IS OUT OF VIEW OF TRAFFIC TO Q 1-12X12 CROSS, 2-12' VALVES, 1-12X6 REDUCER, I WARLAID E I 'im -o_ E-4 WHICH IT DOES NOT APPLY. 8 1-6' VALVE & 1 -FH ASSEMBLY SPACE I OARCE -- A �•5 g WHERE THERE IS A MARKED CROSSWALK AT THE INTERSECTION, THE STOP SIGN SHOULD BE INSTALLED IN ADVANCE OF THE CROSSWALK LINE NEAREST TO THE APPROACHING —SxiM «n. O Q waw Y "®®–'s 10-�-1� TRAFFIC. 9 1 -CAP ON ENDioFicE --- h+ti FU OPTION: PTI N Fl iWAGE _ � � � W �/] DE Vr HIM: 1�•'-I AT WIDE -THROAT INTERSECTIONS OR WHERE TWO OR MORE APPROACH LANES OF TRAFFIC EXIST ON THE SIGNED APPROACH, OBSERVANCE OF THE STOP CONTROL MAY BE I m I -„� -� j _ u Q IMPROVED BY THE INSTALLATION OF AN ADDITIONAL STOP SIGN ON THE LEFT SIDE OF THE ROAD AND/OR THE USE OF A STOP UNE. AT CHANNELIZED INTERSECTIONS, THE wARoplrsE I 1OnRce y�y WAGE 1 1� z ADDITIONAL STOP SIGN MAY BE EFFECTIVELY PLACED ON A CHANNELIZING ISLAND. W — F L U SUPPORT: w FIGURE 2A-2 SHOWS EXAMPLES OF SOME TYPICAL PLACEMENTS OF STOP SIGNS. BUILDING II - SECOND FLOOR SECTION 39.16 STOP AND YIELD LINES SEE PLAN FOR WIDTH & LOCATION STANDARD: ----J - MAX. CROSS- LOPE) If USED, STOP LINES SHALL CONSIST OF SOLID WHITE LINES EXTENDING ACROSS APPROACH LANES TO INDICATE THE POINTAT WHICH THE STOP IS INTENDED OR REQUIRED TO BE (1 E /4' PER FOO1 ow�`ia m m 4 F�1 MADE. j "�„ \ DmrsPACE SPADE I SPACE IF USED, YIELD LINES (SEE FIGURE 38-14) SHALL CONSIST OF A ROW OF SOLD MITE ISOSCELES TRIANGLES POINTING TOWARD APPROACHING VEHICLES EXTENDING ACROSS \\ i \� K L M N i Ix / I Q APPROACH LANES TO INDICATE THE POINT AT WHICH THE YIELD IS INTENDED OR REQUIRED TO BE MADE. ,`\\\\ 8M GROSS � NCE - .i CU�A/ � . � � STOP LINES FOR THIS PROJECT SHALL BE 24 INCHES WIDE. 4' A-3 CONC.COMPACTED SUBGRADEIF USED, STOP AND YIELD UNES SHOULD BE PLACES A MINIMUM OF 1.2 M (4 FT) IN ADVANCE OF THE NEAREST CROSSWALK UNE AT CONTROLLED INTERSECTIONS, EXCEPT FOR COMPACTED SUBGRADE NOTE' YIELD LINES AT ROUNDABOUT INTERSECTIONS AS PROVIDED FOR IN SECTION 38.24 AND AT MIDBLACK CROSSWALKS. IN TIE ABSENCE OF A MARKED CROSSWALK, THE STOP LINE THE TOP 12' OF SUBGRADE TO BE COMPACTED TO 95 OF MAXIMUM I OR YIELD LINE SHOULD BE PLACED AT THE DESIRED STOPPING OR YIELDING POINT, BUT SHOULD BE PLACED NO MORE THAN 9 M (30 FT) NOR LESS THAN 1.2 M (4 FT) FROM DRY DENSITY PER STANDARD PROCTOR TEST WITHIN f R DPTIMUM q I \\ / Gi THE NEAREST EDGE OF THE INTERSECTING TRAVELED WAY. STOP LNES SHOULD BE PLACED TO ALLOW SUFFICIENT DISTANCE TO ALL OTHER APPROACHES TO AN INTERSECTION. MOISTURE I \ �FICE - - ACE STOP LINES SHOULD BE USED TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP, IN COMPLIANCE WITH A STOP (R1-1) SIGN, TRAFFIC CONTROL SIGNAL, ' � .awV °'`^' \\ / �0 r” OR SOME OTHER TRAFFIC CONTROL DEVICE, YIELD YIELD SIGNS. CONCRETE SIDEWALK DE AIL PR __kIt sT�ET 4mCE THE INDIVIDUAL TRIANGLES COMPRISING THE HELD LINE SHOULD HAVE A BASE OF 300 TO 600 MM (12 TO 24 IN) WIDE AND A HEIGHT EQUAL TO 1.5 TIMES THE BASE. THE / \ SPACE _ SPACE BETWEEN THE TRIANGLES SHOULD BE 75 TO 300 MM (3 TO 12 IN). P 41 / \ i&5 _. 2 N. T S I Y� OF HELD IL Q YIELD LINES MAY BE USED TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO HELD IN COMPLIANCE WITH A HELD (R7-2) SIGN OR A HELD HERE TO Q 19 PEDESTRIANS (R1-5 OR RI -5A) SIGN. •„ PP -20180 r 6' 1 7" PIPE BOLLARD N. T S. 8' HIGH. BOARD ON BOARD FENCING 6 DIA. PIPE FILLED CITY OF VA W/ CONCRETE. PAINT WdFD N/ iM11N BIIIWyTC CM1Na DEPARTMENTOF _ AND 2) COATS ENAMEL c� OF PUBLIC UTIL0IES TR C YELLOW WBM CLFLLPFR Flf11NC FINISHED SURFACE Em l�xm� a vrEVE raP PIML a Fzusx Nw FN@Im awtt o III IIIIIIIIIIIII YE X• ,,: a ,• arum mWrK: m vruE eox¢ urwTm anmE p vmrMpr .ucAt 2 O 2 I� a • WR Fares Wow m tT. us Ia•PIWO mR • PnEGR! vMFr a maN.mmmo m na psT Res - CAST PIPE IN 1' • CONCRETE FOOTER 711m p,Nme. e MIN. 1al mK. SIIE1xiIX Ar Tpusr auxe Fm wnmAE f _- ze Gn - M%p vs.l. - f FS flN NNZpITK 6flNli lY � V fi � b I Y n � 2" OR 1 1/2 TYPE "K" � WE %.•N NEW i 24" x W' DAv¢a Rn A41Y c-xt AIUMIMUM d f #u M -M` 8 GTE VALLA: OPEMTINO NU1 HNEIMY _ FOSOOTB8]44-]]] W/ STAN DAR •• • IL •. DW CHECK , T w + T • 'rARD . • • RAMC AREAS (PVC . DIP) Cp N S OP - I SCALE: NONE CITY OF WINCHESTER, VA 1 1/2" OR42" SEITEFt DEPARTMENTWS FOSD CUSTOM SETTER 4" DIAAIEIER �I I-111=111=111=III=III I e SECTION NEW EDN DRMN STANDARD STANDARD BEDDING DETAIL DATE 4/07 DETAIL N0. WITHIN TRAFFIC AREAS (PVC OR DIP) WS- 2 SCALE: NONE CIN OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES r� MmRMT W`•I` ra' MOM ♦ - 1/3• SIIEMaIt IMIDE SW1L F/CE 11E eNDHY 4- 211rx2ln- • °•°•4': 1 °+.tiff:= ° �•" SPR IFm ICb WM W216 Y n.Tl YIF FR m m,W I OF,ee�O 1 � II II ,x• � 7 M1NCH61Ni IP%pYm iNE HYpMXt 2• MIN m 5• wi CLNCBEIE pmREpNPED NIFAS N UNPAN➢Vi STANDARDT�RFLINE SERVICE INSTALLATION DATE: 4/07 Z SaS.W TITS DETA JIL NO. SCALE: NONE vWvME mm WD- 7 7 CU. R. MIN. r 6' 1 7" PIPE BOLLARD N. T S. 8' HIGH. BOARD ON BOARD FENCING 6 DIA. PIPE FILLED CITY OF WINCHESTER, VA W/ CONCRETE. PAINT WdFD N/ iM11N BIIIWyTC CM1Na DEPARTMENT AND 2) COATS ENAMEL c� OF PUBLIC UTIL0IES TR C YELLOW WBM CLFLLPFR Flf11NC FINISHED SURFACE Em l�xm� a vrEVE raP PIML a Fzusx Nw FN@Im awtt o III IIIIIIIIIIIII YE X• ,,: a ,• arum mWrK: m vruE eox¢ urwTm anmE p vmrMpr .ucAt 2 O 2 I� a • WR Fares Wow m tT. us Ia•PIWO mR • PnEGR! vMFr a maN.mmmo m na psT Res - CAST PIPE IN 1' • CONCRETE FOOTER 711m p,Nme. N. nNFrt FIY MIN. 1al mK. SIIE1xiIX Ar Tpusr auxe Fm wnmAE f _- ze Gn - M%p vs.l. - f FS flN NNZpITK 6flNli lY � V fi � b I Y n � 2" OR 1 1/2 TYPE "K" � COTWm %PE (M) %.•N NEW i 24" x W' DAv¢a Rn A41Y c-xt AIUMIMUM d BAIL VKVE MM STOP WITH 2" AOCESE W,TCH M -M` 8 GTE VALLA: OPEMTINO NU1 HNEIMY _ FOSOOTB8]44-]]] W/ DW CHECK , T w + T O AND !X AND Cp N S OP 1 1/2" OR42" SEITEFt FOSD CUSTOM SETTER 4" DIAAIEIER �I I-111=111=111=III=III I e SECTION NEW EDN DRMN STANDARD STANDARD BEDDING DETAIL DATE 4/07 DETAIL N0. WITHIN TRAFFIC AREAS (PVC OR DIP) WS- 2 SCALE: NONE CIN OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES r� MmRMT W`•I` ra' mSYWY+Xrs muu eE % iau-uc F,Nms ♦ - 1/3• SIIEMaIt IMIDE SW1L F/CE 11E eNDHY rrrr r rrr • °•°•4': 1 °+.tiff:= ° �•" SPR IFm ICb WM W216 Y n.Tl YIF FR m m,W txWer MPWWR� mIw Wru E OF,ee�O ,x• � 7 M1NCH61Ni IP%pYm iNE HYpMXt 2• MIN m 5• wi CLNCBEIE pmREpNPED NIFAS N UNPAN➢Vi rrrr rr r Z SaS.W TITS M m1°amY w vWvME mm 7 CU. R. MIN. /57 5MNE m M GTE VALLA FmFY e•Wp b T MI NML ®IX Im I9 9I 11018 a- Wxb ea NI Imes morn a strnN w tI[ WIWIAY amovo Nwa MWWY m IPr MnY m NFr W.wrm IW[ STANDARD DUCTILE IRON PIPE RESTRAINT DATE: 4/07 DETAIL NO. RfllRll� NInP/I!F lEE Sm119 I eDrmu .MlisBELT 10 WD- 11 STANDARD DATE: 4/07 FIRE HYDRANT INSTALLATION DETAIL NO. SCALE: NONE WD- 8 r 6' 1 7" PIPE BOLLARD N. T S. 8' HIGH. BOARD ON BOARD FENCING 6 DIA. PIPE FILLED CITY OF WINCHESTER, VA ' "'e" 9'F'•° m na memmxr p eIIEm uluTaa W/ CONCRETE. PAINT WdFD N/ iM11N BIIIWyTC CM1Na W/(1) COAT PRIMER AND AND 2) COATS ENAMEL c� 'v TR C YELLOW WBM CLFLLPFR Flf11NC FINISHED SURFACE Em l�xm� a vrEVE raP PIML a Fzusx Nw FN@Im awtt o III IIIIIIIIIIIII YE X• ,,: a ,• arum mWrK: m vruE eox¢ urwTm anmE p vmrMpr .ucAt 2 O 2 I� a • WR Fares Wow m tT. us Ia•PIWO mR • PnEGR! vMFr a maN.mmmo m na psT Res - CAST PIPE IN 1' • CONCRETE FOOTER 711m p,Nme. r 6' 1 7" PIPE BOLLARD N. T S. 8' HIGH. BOARD ON BOARD FENCING TRASH ENCLOSURE PLAN N.T..S NOTE, REFER TO SITE PLAN DRAWINGS FOR EXACT LOCA71ON OF TRASH ENCLOSURE. CITY OF WINCHESTER, VA 4RTMENT OF PUBLIC UTIU iN'M!1 METER SETTING INCLUDE: r Iarm slxs,aD m rIa arc p •vNWsm talm •ACT MaNE -ram Mao¢ aw-zwr. RNIa a7nEr vuNE -rpm Moo¢ wrs+-w.n Rola aNs - mm Rm• axPw•rmx smv -ram ,• Moon PWeoo farm eox aNm - xsr Nes nnm•7m R7mmoll xlR NhA Ex1mL➢]x Res - PT t ICTn aox - zr.m• ,' - B^ ml CITY OF WINCHESTER, VA ' "'e" 9'F'•° m na memmxr p eIIEm uluTaa OF PUBLIC UTIUTI WdFD N/ iM11N BIIIWyTC CM1Na O BOLLARD DETAIL (TYP-OF 2 ) CENTER IN SPACE, 6'-0" O.C. 6- AWAY FROM BACK WALL Wffi N!w[ MEFFR vKK � WBM CLFLLPFR Flf11NC TRASH ENCLOSURE PLAN N.T..S NOTE, REFER TO SITE PLAN DRAWINGS FOR EXACT LOCA71ON OF TRASH ENCLOSURE. CITY OF WINCHESTER, VA 4RTMENT OF PUBLIC UTIU iN'M!1 METER SETTING INCLUDE: r Iarm slxs,aD m rIa arc p •vNWsm talm •ACT MaNE -ram Mao¢ aw-zwr. RNIa a7nEr vuNE -rpm Moo¢ wrs+-w.n Rola aNs - mm Rm• axPw•rmx smv -ram ,• Moon PWeoo farm eox aNm - xsr Nes nnm•7m R7mmoll xlR NhA Ex1mL➢]x Res - PT t ICTn aox - zr.m• ,' - B^ VARIES 1• BRAss ie01 IAmB1URBm COIIPIIIG IIIIF P'1BN ,• aPPFR PPE aIIET WA1FR aux anPgUnal CDat A43RMLT STAND RD I TYPICAL 1 INCH ONE WATER SERVICE I DATE: 9/07 DETAJL WINCHESTER, VA ml CITY OF WINCHESTER, VA ' "'e" 9'F'•° m na memmxr p eIIEm uluTaa OF PUBLIC UTIUTI WdFD N/ iM11N BIIIWyTC CM1Na O>V Wffi N!w[ MEFFR vKK � WBM CLFLLPFR Flf11NC VKYE WR C0.Fe 9WL BE YWwm MAhA• l�xm� 2 vrEVE raP PIML a Fzusx Nw FN@Im awtt a m.. PPD YE X• Ie• x +s• caxcurE PIn mvu s RAcm rAallo ,• arum mWrK: VARIES 1• BRAss ie01 IAmB1URBm COIIPIIIG IIIIF P'1BN ,• aPPFR PPE aIIET WA1FR aux anPgUnal CDat A43RMLT STAND RD I TYPICAL 1 INCH ONE WATER SERVICE I DATE: 9/07 DETAJL WINCHESTER, VA CITY OF WINCHESTER, VA ' "'e" 9'F'•° m na memmxr p eIIEm uluTaa OF PUBLIC UTIUTI WdFD N/ iM11N BIIIWyTC CM1Na TWMAL a Uw SEAT VALVE IN TA nON: niN eox um ecor saE a cAsr emx RM szE No. Roos EMemMEXr VKYE WR C0.Fe 9WL BE YWwm MAhA• vrEVE raP PIML a Fzusx Nw FN@Im awtt a m.. PPD Ie• x +s• caxcurE PIn mvu s RAcm rAallo NWncu vruE eox¢ urwTm anmE p vmrMpr .ucAt �� %} vuvE eox sNu E sear, TTE raR 7musrlarrt MWp1E mINIRW.110X YWL • WR Fares Wow m tT. us Ia•PIWO mR • PnEGR! vMFr a maN.mmmo m na psT Res 1' +-t/x• IaIEIW a Finautr. pxmMn a wA»t�no. vA m M9POhm EWML 711m p,Nme. -_ MIN. 1al mK. SIIE1xiIX Ar Tpusr auxe Fm wnmAE f _- ze Gn - M%p vs.l. - f FS flN NNZpITK 6flNli lY � V fi � b I Y n � 2" OR 1 1/2 TYPE "K" � COTWm %PE (M) %.•N NEW i 24" x W' DAv¢a Rn A41Y c-xt AIUMIMUM d BAIL VKVE MM STOP WITH 2" AOCESE W,TCH M -M` MEDKAN - J NT FRn AND Mm FWSI 0 BY USING MG RCT Qmw RINGm WDD AI 9•NO. I TYPICAL VALVE & BOX NONE INSTALLATION N.T.S 1. MINN. L NOTE: ALL ASSISTED RESCUE EGRESS UNITS AND RELATED AREAS SHALL PLACED AND DESINED IN ACCORDANCE WITH THE VIRGINIA UNIFORM STATI BUILDING CODE, THE INTERNATIONAL BUILDING CODE/2003, AND THE ICC/ A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES MANUAL CIN OF WINCHESTER, VA MTTMENT OF PUBLIC UTILITIES I�j a mME.I:MP 3y I �Am.,i,-Iro/rr. CITY OF WINCHESTER, VA ' "'e" 9'F'•° m na memmxr p eIIEm uluTaa DEPARTMENT OF PUBLIC UTILITIES WdFD N/ iM11N BIIIWyTC CM1Na DEPARTMENT OF PUBLIC UTILITIES ' " N1°E "ErE" 19•N INI MME w RM mmE r1M+DE lalm sPRORr eWM:lars RM szE No. Roos EMemMEXr • Y' wa mrwznnm mmm x1WN)7- ROBm-m-n . 9•Y Fuzz nnrt Rfpmm As sn FIMni w arc pIm • ,-t/s rtm slla uR•m DBnzrE aMlkLtmX �� R� a m.. PPD N Y Nm ac ww a r . t -+/r . WLID,DW m,¢ Wn xm eE •srNun w Fwrm vuar NWncu 111N1 Ib/IF+6. ipp �� %} Prnr � In • umx sFrpm ro a Fano nsmll sEmW GR IsmN.m Falai MWp1E mINIRW.110X YWL • WR Fares Wow m tT. us Ia•PIWO mR • PnEGR! vMFr a maN.mmmo m na psT Res 1' +-t/x• IaIEIW a Finautr. pxmMn a wA»t�no. vA m M9POhm EWML 711m p,Nme. -_ MIN. 1al mK. 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Ron 1\ - � \, ,,�' sEE SHEET 2 FOR SPEC«IC au,LaIraG USES 00 \ C° 2" SERVICE fi" 01.52 FIRE "B" . paw Lq Fri - CID � � > 002 BUIL ING LIGHr P.)-� 10„ R00FDRAIIV 0 ) ' r ♦•r►#�r 2 DETER �� ”" 0� 2" METER INDIVIDUAL REAR EGRESS WITH .` v `�� Z [� f cr v 6"WfM � t + t7 •r Q r� �. WA?�RMAlN Q" = EXTERIOR AREA FOR ASSISTED + ` `r' RESCUE SHALL BE PROVIDED cccc 401 I�` - � o (SEE TYPICAL SHEET 3) a �� -�- � TYPIC X 11 �- n r TEMPORARY DI TO -� � _ C D D WITH AS 2 }� �-----� "oo �_ CONCRETE 1)U�IP �_ �� ��� :) 'v�Ma #w 8 f '9-, WITH FENCING & �f/I +" �7 11' X 20' FGRE PAD 8 - � DO } \� ` I- IP $b S I 3 erg L s � r � p DODD4 � coxa SW TE 4 5 �I I I D E HETIs:) Q� 8 SP �€S �11 ` (� D p 4 CES BOLLARD (TYP,) a GENERAL SIGN` (SEE NOTE 14 OVER SHEET -- -- a 8 SF N D 1 I F" + 8 SP CES 21 I IP "C/O z 17 ACES HDPE C7 224" HDPE 4 RnP 7 LIGHT POLE (7YP.) 11 5F o LI LE (TYP.) SF tel` J 776 778 - 426'29W '&'08'28"W WATERMA1N CL B fX. 8.- .SAN. SEWER 366.51 S43`08'28"W , W IN'' SF 0 U SF c.4U P 1 \LLQ Z 15' CL1 RIPRAP d TING ROAD, B E PROVIDED . 1 � TO ZONED: M 1 ---"'-. /USE: WAREHOUSE/OFFICE `— w I Ile CN W a f f 0 15 30 60 90 Eel o IP j� T.SHEET" SCALE -1 inch = 30 ft. 14 n P OF 7°' x RCP 0 19 SEE SHEET 16 FOR E' &S SCOW UA TIONS AND DETAILS. J PP -20180 TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN f MOUNTAIN AREA November through February .............. ............. ........... ........Winter Rye *** If flatpea is used, increase to 30lbs.iacre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low -maintenance mixture during warmer seed -Ink periods; add 10-20lbsiacres in mixes. TABLE 3.35-A Total tbs. Minimum Lawn Care Per Acre Commercial or Residential 200-250 lbs. -Kentucky 31 or Turf Type Tall Fescue 90-100% -Improved Perennial Ryegrass * 0-10% -Kentucky Bluegrass 0-10% High -Maintenance Lawn 70-90 lbs. Minimum of three (3) up to five (5) varieties of WEFT bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) 60-100 -Kentucky 31 Fescue 128 lbs. -Red Top Grass 2 lbs. -Seasonal Nurse Crop ** 20 tbs. by hand. 150 lbs. Low -Maintenance Slope (Steeper than 3:1) 35 lbs. -Kentucky 31 Fescue 108 lbs. -Red Top Grass 2 lbs. -Seasonal Nurse Crop" 20 lbs. -Crownvetch *** 20 lbs. periods.* Apply as slurry. 150 lbs. ' Perennial Rycgrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. Cut or shredded in 4-6" ** Use seasonal nurse crop in accordance with seeding dates as stated below: r• . March, April through May 15th..... ........................... Annual Rye lengths. Air-dried. Do not use May 16th through August 15th .................... ................ Foxtail Millet 3,111 August 16th through September, October ........................Annual Rye in fine turf areas. apply with a November through February .............. ............. ........... ........Winter Rye *** If flatpea is used, increase to 30lbs.iacre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low -maintenance mixture during warmer seed -Ink periods; add 10-20lbsiacres in mixes. TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS RATES: "QUICK REFERENCE FOR ALL REGIONS" MULCHES: NOTES: Per Acre • Per 1000 .ft. VOLUME (Lolium multi-floruml Straw or Hay 1.5.2 Tons 70-90 lbs. Free from weeds and coarse WEFT (Minimum 2 Ho matter. Must be anchored. 60-100 tons for READ. Spread with mulch blower or 50 winter cover) by hand. 1 ibcr Mulch Minimum 35 lbs. Do not use as a mulch for 1500lbs cu.ft. winter cover or during hot, dry (sq. ft. (cu. CUA. periods.* Apply as slurry. Cum Stalks 4-6 tans 185-275 Itis. Cut or shredded in 4-6" 2.00 r• . 3.00 lengths. Air-dried. Do not use 3,188 3,111 1,914 in fine turf areas. apply with a 3,111 mulch blower or by hand. Woad Chips 4-6 tons 185-275 lbs, Free of coarse matter. Air-dried. Treat with 12lbs. Nitrogen per ton. Do not use in i Fine turf areas. Apply with a mulch blower, chip handler, or by hand. Bark Chips 50-70 cu. yds. 1-2 cu. vds. Free of coarse matter. or Air-dried. Do not use in fine Shredded turf areas. Apply with a mulch Bark blower, chip handler, or by hand. ' When fiber mulch is the only available mulch during periods when straw should be used. apply at a minimum rate of 2000 tbs./ac. or 45lbs.I1000 s.f. Source: Va. DSWC TABLE 3.31-B ,�I ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS OUTLET "QUICK REFERENCE FOR ALL REGIONS" � � ,* * t+a Planting Dates Species Rate SEPT. I -FEB. 15 50150 Mix of Annual Ryegrass(lbs'/acre) VOLUME (Lolium multi-floruml & 50-100 Cereal (Winter) Rye WEFT (Secalc cereale) Ho FEB. 16 -APR. 30 Annual Ryegrass 60-100 (Lolium multi-llorum READ. MAY I -AUG. 31 German Millet 50 (Setaria Italica) Source: Va. DSWC TRAP I DRAINAGE ID AREA 1 1.72 NOTES: STORAGE REQUIRED STORM DRAIN 3.07-2 IP ?NLET PROTECTION GRAVEL AND 'WIRE MESH DROP INLET SEDIMENT FILTER 18" MIN. RUNOFF WATER WITH SEDIMENT k SEDIMENT GRAVEL � "(12" LAIN. DEPTH) FILTERED WATER MESH 1 SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE E)(PECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT CEN STRUCTURES AN P O UNPROTECTED AREAS `GRAVEL, SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. STORM DRAIN 3.07-8 INLET PROTECTION BLOCK & GRAVEL CURB INLET SEDIMENT FILTER �� CURB INLET \ C WIRE SCREEN CONCRETE BLOCK ~� GRAVEL FILTER -- --�� RUNOFF WATER WITH OVERFLOW SEDIMENT ^t L1 FILTERED WATER SEDIMENT CURB INLET WIRE SCREEN10111115 2" K 4" WOOD STUD SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EVE EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR JL5 COARSE AGGREGATE MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (I'FET' I. W --I 1_ Hg_ W__ 1.5 0.5 2.0 2.0 1.0 2.0 2.5 1.5 2.5 3.0 2.0 2.5 3.5 2.5 3.0 "0 " 4.0 3.0 3.0 .11 4.5 3.5 4.0 5.0 4.0 4.5 E3r"ATM AREA «.MM. GROUM ELFV. fOMAO! tt■ra ltATL &13-t SILT FENCE DROP INLET .PROTECTION 2 % 4' YCr70 FRAM[ ��.�a�a��rt INN PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION DETAIL A THIS METHOD OF INIZT PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY nAT AREA (SLOPE NO GREATER THAN 5%) IFHM THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING i C.F.S.) ARE TYPICAL THE 1WrHOD MUM NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STRM OR IHGHWFAY WMIANS. r s� rte...• w ROCK CHECK DAM J -n--1 S ♦�-1.0.. 2 ACRES OR LESS OF DRAINAGE AREA: t FILTER CLOTH 3' (OPTIONAL) (DOWNSTREAM VIEW) VDOT #1 COARSE AGGREGATE FLOW 2-10 ACRES OF DRAINAGE AREA: .ids-y:�ss ■ Ali*fORO*!• r�sR. :e '••��i i,'� i jai. iM s S�. TEMPORARY SEDIMENT TRAP t' wieuRrlE' anrw.a I t anaollo I fiJ_r. 1-7 �•..\. 87 M m./ACRE \4 a vAMMU 't. r7 Cil. M/A ( 4' W.X. VCAVAM) .- F&M CLOTH Oft - MUM U. 'SLE PIAX 3.73-1 COARSE AOMM'M_ CLAM IC FN�RIW CROSS SECTION OF OUTLET CLASS I F01W �N�(GY �] ) 'gARFAJ�ffN f iDrYUMM EXCAVATED AWA Mfr» oLm Jf/ ��� -COAM AWREGAT€ SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE ViEW) tiowae w1, tll■r� EP1M Lts 2 Sediment Traps Calculations Annandale Industrial Park - Lets 4 & 6 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) I. SET PXM NO pm AW A 4'x4' 2. ST IS OW FF?M TO TLE PWS uPSIME ALT; TIE LIRE G 3. Aim TFE FM MM 10 THE WE 4. &C*LL NO 00#~ TW tT 1#0 DMO 0 WM K MCH ElaYdti= %L Ml9rft OF RM AFD WfE Will FM FAA Plete 3.05-1 TEMPORARY STONE 3.02.-1 CONSTRICTION ENTRANCE CE 70' MIN. 5:1 6" MIN. A 0.3' EXISTING PAVEMENT FILTER CLOTH A' MOUNTABLE BERM 60E ELEVATION (OPTIONAL) EXISTING GROUND I I , 70' LAIN. _ E -r ELEVATIONS ,�I DRY STORAGE OUTLET L -til • •�; � � ,* * t+a AREA VOLUME AREA VOLUME Al Al CLEAN WEFT DRY Ho BERM H PROVIDED READ. PROVIDED READ. OUT - (sq. ft. cu.ft. cu,ft. (sq. ft. (cu. CUA. 188.00 783.00 784.50 786.00 788.00 2.00 r• . 3.00 1,250 3,188 3,111 1,914 3,164 3,111 i ELEVATIONS ,�I DRY STORAGE OUTLET BOTTOM TOP OF AREA VOLUME AREA VOLUME Al Al CLEAN WEFT DRY Ho BERM H PROVIDED READ. PROVIDED READ. OUT - (sq. ft. cu.ft. cu,ft. (sq. ft. (cu. CUA. 188.00 783.00 784.50 786.00 788.00 2.00 789.00 3.00 1,250 3,188 3,111 1,914 3,164 3,111 V(wet) = 0.85 x D(wet) x A(wet) V(dry)=[(A(wet) + A(dry)}l2j x D(dry) 1. TOTAL DRAINAGE AREA IS USED TO DETERMINE THE STORAGE VOLUME REQUIRED. 2. CONSTRUCTION OF SEDIMENT TRAPS SHALL BE IN ACCORDANCE WITH THE FACILITIES STANDARDS MANUAL AND THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. 3. SEE VIRGINIA EROSION & SEDIMENT CONTROL DETAILS 13.1 AND 13,2 THIS SHEET. OUTLET W 3.00 STONE L=10.32' EROSION & SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION The purpose of this project is to develop a 7.19 -acre industrial parcel. The site is located in Frederick County, Virginia, Approximately 6, 94 acres will be disturbed for this project. An existing sediment basin to the southeast of the subdivision will be utilized to control SWM quality and quantity per its original design. EXISTING SITE CONDITIONS The proposed site consists of slopes ranging from 2 to 33%. The site is heavily wooded. SOILS (See Sheet 2) EROSION AND SEDIMENT CONTROL MEASURES Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specification of the handbook. The minimum standards of the VESCR shall be adhered to unless otherwise waived or approved by a variance. No disturbed area shall be denuded for more than seven (7) days, except for that portion of the site in which work will be continuous beyond seven (7) days. All Temporary Diversions, Silt Trapping Structures, Silt Fence and other perimeter controls as indicated on the plans, shall be placed in conjunction with clearing and prior to rough grading. CONSTRUCTION SECjUENCING 1. Pre -construction conference. 2. Constniction shall be sequenced so that grading operations can begin and end as quickly as possible. 3. Install the Temporary Gravel Construction Entrance as shown. 4. Install the perimeter controls including silt fence, and check dams as shown on the plans. 5. Install interior controls as construction advances. 6. Provide temporary seeding and mulching to all earthen perimeter controls immediately following grading. 7. Install inlet and outlet protection as storm structures are constructed 8. Start re -vegetation as areas are brought to grade or stand idle for more than fourteen (14) days. Construction should progress to allow the sediment traps to be in place for as long as necessary. Sediment traps may be removed in order to complete construction of the project (i. e. the parking area to the north). 9. Stabilize the remainder of the disturbed area with permanent seeding. PERMANENT STABILIZATION All areas disturbed by construction shall be stabilized with permanent seeding immediately following finished grading. Seeding shall be done with Kentucky 31 Tall Rescue according to Std. &Sec. 3.32 {) r Permanent Seeding, of the handbook. Permanent seeded areas shall be protected during establishment with straw mulch. MAINTENANCE All measures are to be inspected daily by the site superintendent. Any damaged controls shall be repaired and/or replaced by the close of the day. No controls are to be removed without the approval of the site inspector. The contractor shall be responsible for any damage or penalties caused by his failure to comply with the erosion and sediment control program or the direction of the site inspector, The design engineer shall be notified of any changes to this program, 1. The check dams will be checked regularly for sediment and cleaned when necessary. 2. The gravel outlets will be checked regularly for sediment buildup, which will prevent drainage. If the gravel is clogged by sediment, it shall be removed and cleaned or replaced, 3. The silt fence barrier will be checked regularly for undermining or deterioration of the fabric. Sediment shall be removed when the level of sediment deposition reaches half way to the top of the barrier. 4, The seeded area will be checked regularly to ensure that a good stand is maintained. Area should be fertilized and reseeded as needed STRUCTURAL PRACTICES 1. Temporar Construction Entrance - 3.02 A gravel padocl�at point�veFiic_uFJ_r ingress and egress on a construction site to reduce the mud transported onto public roads and other paved areas. 2. Silt Fence - 3.05 A temporary sediment barrier consisting of a synthetic filter fabric stretched across and attached to supporting posts and entrenched. 3. Stonn Drain Inlet Protection - 3.07 A se iment i ter or an excavated impounding area around a storm drain drop inlet or curb inlet. 4. Outlet Protection - 3.18 The installation of paved and/or rip -rap channel sections and/orstilling basins below storm drain outlets to reduce erosion from scouring at outlets and to reduce flow velocities before stormwater enters receiving channels below these outlets. 5. Riprap - 3.19 A permanent, erosion -resistant ground cover of large loose, angular stone with filter fabric or granular underlining, 6. Rock Check Dams - 3.20 Small temporary stone dams constructed across a swale or drainage ditch. GENERAL EROSION & SEDIMENT CONTROL NOTES 1. UNLESS OTHERWISE NOTED, ALL VEGETIVE AND EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE 1992 VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2, FOR ADDITIONAL DETAILS AND SPECIFICATIONS NOT SHOWN HEREON, REFER TO THE 1992 VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 3, A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ONSITE A TALL TIMES, 4, THE CONTRACTOR .SHALL BE RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN HEREON THAT ARE DEEMED NECESSARY BY THE APPROVING AUTHORITY AND/OR THE SITE INSPECTOR, S THE CONTRACTOR 4 SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES DAILY ANY DAMAGED CONTROLS SHALL BE REPAIRED OR REPLACED BY THE CLOSE OF EACH WORKING DAY. 6. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARD IN ADDITION TO OTHER APPLICABLE CRITERIA: a, NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. b. EXCAVATION MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED INA MANNER THAT DOES NOTADVERSELYAFFECT FLOWING STREAMS OR OFFSITE PROPERTY. d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERTY COMPACTED IN GIRDER TO MINIMIZE EROSION AND PROMOTE STABILZATION. e, RESTABILIZ4I7ON SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. f APPLICABLE SAFTY REGULATIONS SHALL BE COMPLIED WITH, MS -19 EROSION & SEDIMENT CONTROL NOTES 1, Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres, b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion, Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the con veyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protectiop and any required temporary or permanent channel lining shaft be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill maybe used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15, The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed:. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property, d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization, e. Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the pa ved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day, Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19, Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: Q 6 t0 4�pp C� nr- 04 C N C* 1 w t< i~ U 0 Z U Z - L U 04 Q 1"t W Z 0 W x w � � W CUT) SHEET 16 OF 19 PP -201. SQ ,�I ���,,!`w•1 r • IL ' kl q % ► �: rn U r CQ t= 41, 0_ L7 4W rr�� rs0� 0r N C* 1 w t< i~ U 0 Z U Z - L U 04 Q 1"t W Z 0 W x w � � W CUT) SHEET 16 OF 19 PP -201. SQ PARCEL6381 ! ZONED-. M l USE: WAREHOUSE/OFFICE 0 EX, RIP RAP fit? 3No 3 3W - • �.x�� 111, IN 3, LLQ PARCEL, 63 A 588 ZONED: M I DISE: WAREHOUSE/OFFICE, No 3f0 - — L I I WHITING ROAD, LLC TO BE PROVIDED ZONED: MI lIS : WAREHO SSE/01�CE 1230' OF 3' HIGH HEDGE `", I Parcel Area Sq. Ft 313,197 Proposed Green Space > 25% 26.910 INTERIOR LANDSCAPING (1 Canopy Tree Every 10 Parking Spaces 71 m n error Canopy I rees 28 ZP Interior Area (Sq. Ft. 161,120 Interior an scape o 11.65% SITE LANDSCAPING Total Sq.Ft. Impervious Area 144,831 Canopy Tree per 2UUO Ft. Sq. of First. Sq. & 1 Canopy Tree per 5000 Ft. Sq. of Remainder Over 100000 Ft. Sq. Impervious 59 HIGH HEDGE PLAINT CALCUL A 7 IONS Parcel Area Sq. Ft 313,197 Proposed Green Space > 25% 26.910 INTERIOR LANDSCAPING (1 Canopy Tree Every 10 Parking Spaces otal ParKing Spaces 272 n error Canopy I rees 28 otal Requiredrees 28 Interior Area (Sq. Ft. 161,120 Interior an scape o 11.65% SITE LANDSCAPING Total Sq.Ft. Impervious Area 144,831 Canopy Tree per 2UUO Ft. Sq. of First. Sq. & 1 Canopy Tree per 5000 Ft. Sq. of Remainder Over 100000 Ft. Sq. Impervious 59 Proposed rees 59 TOTAL PROPOSED 87 Plant List Symbol Quantity Botanical Name Min. Size Ron Common Name 87 Canopy trees to be selected trom the following: 2" Cal. Quercus palustris Pin Oak �i Acer saccharum F Sugar Maple Acer Rubrum Red Maple 555 Shrubs to be selecfed from the following:Height Juniperu5 communis Common juniper Llex cornufa Chinese holly LANDSCAPING NOTES: 1. ALL PLANTING SHALL CONFORM WITH S 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANTING SECTION, PLANTING PROCEDURE, AND MAINTENANCE. 2. ANY PLANT SUBSTTUTONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT NOTE: REMOVE ONLY BROKEN BRANCHES, WHILE RETAINING ORIGINAL FORM THREE HARDWOOD STAKES PER TREE WITH RUBBER HOSE OVER THE GUY WIRES REMOVE BURLAP, ROPE AND BASKET FROM TO 1J3 OF ROOTBALL 2" SHREDDED HARDWOOD MULCH CUT EDGE of MULCH RING FINISH GRADE COMPACTED PLANTING SOIL MIX PAD OF PLANTING SOIL MIX 95% COMPACT 12` MIN. TYPICAL DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE R MOVE BURLAP FROM TOP 1 3 OF ROOT BALL TAMP OR WATER TOPSOIL--, MIXTURE AT 6 INTERVALS WATER THOROUGHLY WHEN HOLL IS 213 FULL 6" MIN. BETWEEN BALL - AND BOTTOM OF EXCAVATION k. U, -'Ayf. DECIDUOUS SHRUB NOT TO SCALE QRL F`Q 3" MULCH 3" EARTH BERM TO FORM SAUCER LOSSEN SUBSOIL AT BOTTPM OF EXCAVATION TO 6 MIN. DEPTH, TAMP. 0 20 40 80 120 %7%00 SCALE - 1 inch — 40 ft. C U U 00 w � Z A POW &- AR" SKEET 17 OF 19 PP -2.0180 r~ c Ron A POW &- AR" SKEET 17 OF 19 PP -2.0180 • THE DAWSON GROUP, LLC 3W— PARCEL 6.3 8 1 LLC ZONED: M1 PARCEL 63 A SSr^, CISE: WAREHOUSE/OFFICE ZONED: M1 t, 15' CLI ' USE: WAREHOtISE/OFFICE E}(. RIP RAP- --- � f 1il!�E � J1 5i'ACfS 47G- i CG`fi 11 HOPE 18qua,5 � � 1 . •�' LIGHT POLE (M) % NERAL SIGN ISE NOTE P4 FLAG P -6R OVER SHEET) —`~--- - ld LIGHT POLE t�'-J 5 JA'ES l( lt7 `FACES R j -j 1._ F 9c'tS �. s CoNc sw CC -6R CGr6 r 4" m PC Jf 4STANDPIPE 4Y - m �� GROSS SQ. FT. I 1 I, BUILDING 11 2 STORY OFFICE I WAREHOUSE 44,528 G l `� FF = 787.00 1 C) r/ r G SEE SHEET 2 FOR SPECIFIC BUILDING USES 71 ✓' { !f �� �'C/� ._co � ��� 'BI 1LDING ✓ IGHT 2' SERKE—, - 6' CL 52 FIRE�. ��' Q I <; oo soh '` r j ,% "a Ca c�•T v b 1 I i0 , �� � ,, , RQ(iFDRANV 2' METER, rl,j \ 2" METER r I 4 11' x if RAP5TER PAD WTI} 4 FENCING & 11' z CONCFEt PAD (S % f � DETAIL srfET 3) rw--- - 4 sFACEs �,� 174 - �` ' GG -b 22 _00 5' CL1 MPRAP �I rNA co J kk �r J ilrC�' 41 K ,RCP z Cp I—LIGHT POLE (TYP.) 12-• F SM A911 9' 12"W WHITING ROAD, LLC TO BE PROVIDED ZONED: N[1 USE: WAREHOUSE/OFFICE WATERMAIN / r TYPICAL 11' x i 1' CONCRETE DUMPSTER J s PAD WITH FENCING do /// / X 2a'CONCRETE PAD -._,I SW — 1. f SEE NOM OVER SHEET fi 1 28 _00 I � cc - 4, WATERMMAW 4' 12" .z I 0 20 40 80 120 SCALE - 1 inch = 40 ft. 5ee zau _f_ -'ra oe- nA,7ZI) U 4%44 "NCS PARKING" SIGN LEGEND SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "D" rr � NO PARKING oR STANDING FIRE LANE STANDARD WORDING WITH AN STANDARD WORDING WITH AN STANDARD WORDING WITH NO ARROW AT BOTTOM POINTING ARROW AT BOTTOM POINTING ARROW. TWO SIGNS, BACK TO THE RIGHT. ONE SIGN TO THE LEFT. ONE SIGN TO BACK, MOUNTED PER— MOUNTED PARALLEL TO THE MOUNTED PARALLEL TO THE PENDICULAR TO LINE OF LINE OF CURBING OR THE LINE OF CURBING OR THE CURBING OR PAVEMENT PAVEMENT EDGE AT END OF PAVEMENT EDGE AT END OF EDGE. PAINTED AREA. PAINTED AREA. REQUIREMENTS - FIRE LANE MARKINGS AND SIGNS I. APPROVED SIGN SPECIFICA 77ONS A. METAL CONSTRUCTION, 12" x 18", B. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 9.53mm RED TRIM STRIP AROUND ENTIRE OUTER EDGE OF SIGN. C. LETTERING ON SIGN TO BE: "NO PARKING OR STANDING FIRE LANE". D. LETTERING SIZE TO BE AS FOLLOWS: "NO PARKING" AND "STANDING" — 50.80mm, "OR„ —1", "FIRE LANE" — 2 1/2", ARROWS 1" x 6", SOLID SHAFT WITH A SOLID HEAD 1 1/2- WIDE AND 2" DEEP. E. SIGNS ARE TO BE MOUNTED 7' FROM THE GROUND TO THE BOTTOM OF THE SIGN UNLESS OTHERWISE DIRECTED BY THE FREDERICK COUNTY FIRE MARSHALL. F. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED PRIOR TO INSTALLATION FROM THE FREDERICK COUNTY FIRE MARSHALL. G. OTHER SPECIAL SIGNS AS APPROVED BY THE FIRE PREVENTION DIVISION. H. NORMAL SPACING BETWEEN SIGNS FOR LONG RUNS OF CURB OR PAVEMENT WITH NO BREAK IN CURB OR PAVEMENT IS 100'. THIS DISTANCE MAY VARY AS NEEDED. 11. CURB DESI GNA TION ALL CURBS OR PAVED SPACES DESIGNATED AS FIRE LANES SHALL BE INDICATED BY YELLOW PAINT AS APPROVED BY THE FIRE MARSHALL. IN AREAS WITHOUT CURBING, A 6' WIDE YELLOW STRIPE SHOULD BE APPLIED TO THE EDGE OF THE PAVEMENT. PAINT SHALL BE HIGHWAY TRAFFIC GRADE AND OF A SHADE ACCEPTABLE TO THE FIRE MARSHALL, LEGEND HHQ HANDICAPPED SIGN H AA FIRE LANE DESIGNATION SIGN (DETAILS THIS SHEET) - YELLOW PAINTED CURB HEAVY DUTY PAVING PARKING LOTS 2" BITUM. CONC. SURFACE (VDOT SPEC. SM -9.5A) 4" BITUM. CONC. BASE (VDOT SPEC. BM -25.0) ``--�— 6" COMPACTED AGGR, SUBBASE (VDOT SPEC. 209, 21-A GRAD.) IPI_ul_Ilti�l_III_II�_III_ * COMPACTED SUBGRADE (SEE NOTE THIS SHEET) LIGHT DUTY PAVING PARKING LOTS 2" BITUM. CONC. SURFACE (VDOT SPEC. SM -9.5A) 2" BITUM. CONC. BASE (VDOT SPEC. BM -25.0) 5" COMPACTED AGGR. SUBBASE (VDOT SPEC. 209, 21–A GRAD.) f11=111-111=161-IPI=III=111�111�1� "---- * COMPACTED SUBGRADE (SEE NOTE THIS SHEET) DISABLED PARKING STALL & HANDICAP RAMP DETAIL SIDEWALK OR FIN. GRADE - (N© SCALE) fn 4 LB./PT. w Uw CHANNEL „ 3/8" O (GALVANIZED) FJ16% 1-13 POST MOUNTING SIGN POST W/ ACCESSIBILITY SYMBOL & "VAN ACCESSIBLE" SIGN MOUNTED BELOW VDOT ST`D. CG -12 RAMP W/ DETECTABLE WARNINGS PER LATEST VDOT STANDARDS 4" PAINTED STRIPING V-6" O.C. AT 45' IN FRONT OF RAMP (YELLOW REFLECTIVE) PAVEMENT MAXIMUM SLOPE 2% IN ALL NUT AND LOCK WASHER 5/16" MACHINE ;REW OR BOLT 18" 12,� DMV PERMIT 1-3/4- 1" REQUIRED 3/414" r 20 $100 $100 FINE 1:3/4' 1 ,2„ 6" 2„ 1„ 1 VAN ACCESSIBLE PARTIAL ELEVA TION SIGN POST W/ACCESSIBILITY SYMBOL -3 FACE OF CURB Z d J _J U) LLJ w 1 LLI X v NATIONAL STANDARD ACCESSIBILITY SYMBOL DIRECTIONS 9' TYP. 9' (FOR H/C VAN)9' PAINTED ON PAVEMENT 5' TYP (YELLOW REFLECTIVE) (FOR STD. H/C) N0 4♦*�f ,0 PARKING 0 0R STANDING FIRE LANE n, STANDARD WORDING WITH AN STANDARD WORDING WITH AN STANDARD WORDING WITH NO ARROW AT BOTTOM POINTING ARROW AT BOTTOM POINTING ARROW. TWO SIGNS, BACK TO THE RIGHT. ONE SIGN TO THE LEFT. ONE SIGN TO BACK, MOUNTED PER— MOUNTED PARALLEL TO THE MOUNTED PARALLEL TO THE PENDICULAR TO LINE OF LINE OF CURBING OR THE LINE OF CURBING OR THE CURBING OR PAVEMENT PAVEMENT EDGE AT END OF PAVEMENT EDGE AT END OF EDGE. PAINTED AREA. PAINTED AREA. REQUIREMENTS - FIRE LANE MARKINGS AND SIGNS I. APPROVED SIGN SPECIFICA 77ONS A. METAL CONSTRUCTION, 12" x 18", B. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 9.53mm RED TRIM STRIP AROUND ENTIRE OUTER EDGE OF SIGN. C. LETTERING ON SIGN TO BE: "NO PARKING OR STANDING FIRE LANE". D. LETTERING SIZE TO BE AS FOLLOWS: "NO PARKING" AND "STANDING" — 50.80mm, "OR„ —1", "FIRE LANE" — 2 1/2", ARROWS 1" x 6", SOLID SHAFT WITH A SOLID HEAD 1 1/2- WIDE AND 2" DEEP. E. SIGNS ARE TO BE MOUNTED 7' FROM THE GROUND TO THE BOTTOM OF THE SIGN UNLESS OTHERWISE DIRECTED BY THE FREDERICK COUNTY FIRE MARSHALL. F. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED PRIOR TO INSTALLATION FROM THE FREDERICK COUNTY FIRE MARSHALL. G. OTHER SPECIAL SIGNS AS APPROVED BY THE FIRE PREVENTION DIVISION. H. NORMAL SPACING BETWEEN SIGNS FOR LONG RUNS OF CURB OR PAVEMENT WITH NO BREAK IN CURB OR PAVEMENT IS 100'. THIS DISTANCE MAY VARY AS NEEDED. 11. CURB DESI GNA TION ALL CURBS OR PAVED SPACES DESIGNATED AS FIRE LANES SHALL BE INDICATED BY YELLOW PAINT AS APPROVED BY THE FIRE MARSHALL. IN AREAS WITHOUT CURBING, A 6' WIDE YELLOW STRIPE SHOULD BE APPLIED TO THE EDGE OF THE PAVEMENT. PAINT SHALL BE HIGHWAY TRAFFIC GRADE AND OF A SHADE ACCEPTABLE TO THE FIRE MARSHALL, LEGEND HHQ HANDICAPPED SIGN H AA FIRE LANE DESIGNATION SIGN (DETAILS THIS SHEET) - YELLOW PAINTED CURB HEAVY DUTY PAVING PARKING LOTS 2" BITUM. CONC. SURFACE (VDOT SPEC. SM -9.5A) 4" BITUM. CONC. BASE (VDOT SPEC. BM -25.0) ``--�— 6" COMPACTED AGGR, SUBBASE (VDOT SPEC. 209, 21-A GRAD.) IPI_ul_Ilti�l_III_II�_III_ * COMPACTED SUBGRADE (SEE NOTE THIS SHEET) LIGHT DUTY PAVING PARKING LOTS 2" BITUM. CONC. SURFACE (VDOT SPEC. SM -9.5A) 2" BITUM. CONC. BASE (VDOT SPEC. BM -25.0) 5" COMPACTED AGGR. SUBBASE (VDOT SPEC. 209, 21–A GRAD.) f11=111-111=161-IPI=III=111�111�1� "---- * COMPACTED SUBGRADE (SEE NOTE THIS SHEET) DISABLED PARKING STALL & HANDICAP RAMP DETAIL SIDEWALK OR FIN. GRADE - (N© SCALE) fn 4 LB./PT. w Uw CHANNEL „ 3/8" O (GALVANIZED) FJ16% 1-13 POST MOUNTING SIGN POST W/ ACCESSIBILITY SYMBOL & "VAN ACCESSIBLE" SIGN MOUNTED BELOW VDOT ST`D. CG -12 RAMP W/ DETECTABLE WARNINGS PER LATEST VDOT STANDARDS 4" PAINTED STRIPING V-6" O.C. AT 45' IN FRONT OF RAMP (YELLOW REFLECTIVE) PAVEMENT MAXIMUM SLOPE 2% IN ALL NUT AND LOCK WASHER 5/16" MACHINE ;REW OR BOLT 18" 12,� DMV PERMIT 1-3/4- 1" REQUIRED 3/414" r 20 $100 $100 FINE 1:3/4' 1 ,2„ 6" 2„ 1„ 1 VAN ACCESSIBLE PARTIAL ELEVA TION SIGN POST W/ACCESSIBILITY SYMBOL -3 FACE OF CURB Z d J _J U) LLJ w 1 LLI X v NATIONAL STANDARD ACCESSIBILITY SYMBOL DIRECTIONS 9' TYP. 9' (FOR H/C VAN)9' PAINTED ON PAVEMENT 5' TYP (YELLOW REFLECTIVE) (FOR STD. H/C) NO 4♦*�f ,0 PARKING 0 OR STANDING FIRE LANE n, STANDARD WORDING WITH AN STANDARD WORDING WITH AN STANDARD WORDING WITH NO ARROW AT BOTTOM POINTING ARROW AT BOTTOM POINTING ARROW. TWO SIGNS, BACK TO THE RIGHT. ONE SIGN TO THE LEFT. ONE SIGN TO BACK, MOUNTED PER— MOUNTED PARALLEL TO THE MOUNTED PARALLEL TO THE PENDICULAR TO LINE OF LINE OF CURBING OR THE LINE OF CURBING OR THE CURBING OR PAVEMENT PAVEMENT EDGE AT END OF PAVEMENT EDGE AT END OF EDGE. PAINTED AREA. PAINTED AREA. REQUIREMENTS - FIRE LANE MARKINGS AND SIGNS I. APPROVED SIGN SPECIFICA 77ONS A. METAL CONSTRUCTION, 12" x 18", B. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 9.53mm RED TRIM STRIP AROUND ENTIRE OUTER EDGE OF SIGN. C. LETTERING ON SIGN TO BE: "NO PARKING OR STANDING FIRE LANE". D. LETTERING SIZE TO BE AS FOLLOWS: "NO PARKING" AND "STANDING" — 50.80mm, "OR„ —1", "FIRE LANE" — 2 1/2", ARROWS 1" x 6", SOLID SHAFT WITH A SOLID HEAD 1 1/2- WIDE AND 2" DEEP. E. SIGNS ARE TO BE MOUNTED 7' FROM THE GROUND TO THE BOTTOM OF THE SIGN UNLESS OTHERWISE DIRECTED BY THE FREDERICK COUNTY FIRE MARSHALL. F. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED PRIOR TO INSTALLATION FROM THE FREDERICK COUNTY FIRE MARSHALL. G. OTHER SPECIAL SIGNS AS APPROVED BY THE FIRE PREVENTION DIVISION. H. NORMAL SPACING BETWEEN SIGNS FOR LONG RUNS OF CURB OR PAVEMENT WITH NO BREAK IN CURB OR PAVEMENT IS 100'. THIS DISTANCE MAY VARY AS NEEDED. 11. CURB DESI GNA TION ALL CURBS OR PAVED SPACES DESIGNATED AS FIRE LANES SHALL BE INDICATED BY YELLOW PAINT AS APPROVED BY THE FIRE MARSHALL. IN AREAS WITHOUT CURBING, A 6' WIDE YELLOW STRIPE SHOULD BE APPLIED TO THE EDGE OF THE PAVEMENT. PAINT SHALL BE HIGHWAY TRAFFIC GRADE AND OF A SHADE ACCEPTABLE TO THE FIRE MARSHALL, LEGEND HHQ HANDICAPPED SIGN H AA FIRE LANE DESIGNATION SIGN (DETAILS THIS SHEET) - YELLOW PAINTED CURB HEAVY DUTY PAVING PARKING LOTS 2" BITUM. CONC. SURFACE (VDOT SPEC. SM -9.5A) 4" BITUM. CONC. BASE (VDOT SPEC. BM -25.0) ``--�— 6" COMPACTED AGGR, SUBBASE (VDOT SPEC. 209, 21-A GRAD.) IPI_ul_Ilti�l_III_II�_III_ * COMPACTED SUBGRADE (SEE NOTE THIS SHEET) LIGHT DUTY PAVING PARKING LOTS 2" BITUM. CONC. SURFACE (VDOT SPEC. SM -9.5A) 2" BITUM. CONC. BASE (VDOT SPEC. BM -25.0) 5" COMPACTED AGGR. SUBBASE (VDOT SPEC. 209, 21–A GRAD.) f11=111-111=161-IPI=III=111�111�1� "---- * COMPACTED SUBGRADE (SEE NOTE THIS SHEET) DISABLED PARKING STALL & HANDICAP RAMP DETAIL SIDEWALK OR FIN. GRADE - (N© SCALE) fn 4 LB./PT. w Uw CHANNEL „ 3/8" O (GALVANIZED) FJ16% 1-13 POST MOUNTING SIGN POST W/ ACCESSIBILITY SYMBOL & "VAN ACCESSIBLE" SIGN MOUNTED BELOW VDOT ST`D. CG -12 RAMP W/ DETECTABLE WARNINGS PER LATEST VDOT STANDARDS 4" PAINTED STRIPING V-6" O.C. AT 45' IN FRONT OF RAMP (YELLOW REFLECTIVE) PAVEMENT MAXIMUM SLOPE 2% IN ALL NUT AND LOCK WASHER 5/16" MACHINE ;REW OR BOLT 18" 12,� DMV PERMIT 1-3/4- 1" REQUIRED 3/414" r 20 $100 $100 FINE 1:3/4' 1 ,2„ 6" 2„ 1„ 1 VAN ACCESSIBLE PARTIAL ELEVA TION SIGN POST W/ACCESSIBILITY SYMBOL -3 FACE OF CURB Z d J _J U) LLJ w 1 LLI X v NATIONAL STANDARD ACCESSIBILITY SYMBOL DIRECTIONS 9' TYP. 9' (FOR H/C VAN)9' PAINTED ON PAVEMENT 5' TYP (YELLOW REFLECTIVE) (FOR STD. H/C) cv U I-" U > ~ � C) u W U I-II �I Ifi Cil a U cr3 SHEET 18 OF 19 I' ` 1 ��I; 4♦*�f ,0 444 ON it 0 a� n, ;` t„ Kv 00 . o a4 as cv U I-" U > ~ � C) u W U I-II �I Ifi Cil a U cr3 SHEET 18 OF 19 I' ` 1 ��I; 4♦*�f ,0 444 ON it y a� ;` Kv 00 cv U I-" U > ~ � C) u W U I-II �I Ifi Cil a U cr3 SHEET 18 OF 19 I' ` 1 ��I; BUILDING EXTERIOR WALL 'OORDINATE WITH 4RCHITECTURAL DRAWINGS _L MOUNTED FIXTURE EXTERIOR DOWNLIGHT LUMINAIRE TYPICAL NO SCALE MOUNTED DflWNLIGHT� "HEDULE RMATION EXTERIOR DOWNLIGHT LUMINAIRE TYPICAL POLE TO BE SET WITH 4 " 2 ANCHOR BOLTS SUPPLIED BY MANUFACTURER, VERIFY LENGTH SIZE &SETTING WITH STRUCTURAL ENGINEER AND POLE SUPPLIER REINFORCING BARS AND TIES -- TO BE 4 #6 W/ #3 TIES AT 12" ON CENTER, VERIFY WITH STRUCTURAL ENGINEER PVC SCHEDULE 40 CONDUITS B. EXTEND 12" BEYOND POLE BASE IF DIRECT BURIED CABLE IS USED W/OUT RACEWAY. 4" MIN. NO SCALE 24" MIN, INTERNAL FULL SHIELD EXTERIOR DOWNLIGHT SHEILD LUMINAIRE TYPICAL GROUT 2" CHAMFER Fol0 No.8 AWG CU. GROUNDING JUMPER INSTALLED IN 1/2" PVC SCHEDULE 40 CONDUIT THRU BASE A. CAD—WELD L CONNECTIONT A GROUND ROD. B. BOND POLE AND SUPPORT AT POLE BASE WITH GROUNDING CLAMPS. r . 30" ABOVE FINISHED GRADE ® It 41 V-1 . I I r— FINISHED GRADE 8,-0" x 5/8" Coppm � riririrrr`�rii r :�ii�`ri��ri ri . •r��CLAD GROUND ROD MIN. 5' — O" DEEP OR TO UNDISTURBED EARTH, VERIFY . WITH STRUCTURAL ENGINEER D E POLE BASE DETIAL FOR FIXTURE TYPE SCALE . 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WHITE PAINTED METAL ' "0.0 283.5 16.0 16.0 22 B LENS FRAME, 15 -DEGREES FROM 16.0 16.0 23 C 853.1 219.4 25.0 STRAIGHT AHEAD. 24 C .. 220.1 25.0 TWR2250MGENERAL PURPOSE ONE 250 -WATT ED28 925.6 '0.2 '0.1 '0.1 0. 0.0 9 (PULSE START) BUILDING MOUNTED PULSE START METAL TW'R2-250M-( 25000 1.00 288 y C 968.4 220.8 LUMINAIRE, 25OW MH, HALIDE, PULSE -STAR A 1058.6 133.7 25.0 25.0 W/ CLEAR LAMP. HORIZONTALPOS. T).ies 134.3 25.0 25.0 30 C 1042.7 177.4 25.0 25.0 31 C 1042.7 155.9 25.0 25.0 '0.1 '0.0 '0.1 '0.1 0.3 "05 '1.1 '3.1 '7.9 '80 '16 0.6 A `0.1 'o.1 '0.1 '0.1 "0.2 '0.6 '1.2 '1.3 '1.9 '2.9 8.4 '1.6 '12 '06 '0.4 '0.4 '0.6 '1.0 '2A '6.3 '8.9 8.8 '5.0 '2.d 1.2 '0.2 '0.1 "0.1 '02 0.3 '0.6 '0.8 '03 '0.6 '0.6 '1.2 '1.2 '1.2 '0.8 '03 '10 '1.2 '1.0 '1.0 '1.3 '1.3 '1.3 '2.5 '3.2 0.8 '4.2 2.3 '1.3 1.4 '1.8 '0.2 '0.3 'OA '0.3 '03 '0.3 `0.5 '0.8 '0.8 '0.8 '06 '0.5 `O6 '03 '0.9 '0.7 '06 '06 `1Y '1.3 '1.3 '1.1 '1.4 A '0.4 '0.2 '0.1 00 '1.0 '1.3 '09 '2.0 `6.3 '0.4 +0,2 0.1 '03 '0.3 '0.3 '0.3 '0.3 '0.4 "0.5 '0.5 ' '06 '0.6 '0.5 "0.5 'OA 0A 0.5 '0.5 '0.7 '0.9 '08 '1.0 '10 '0.6 '0.7 0.9 '1.0 0.9 '12 '2.7 "64 '0.5 '0.3 '0.1 '0.8 '0.9 '0.8 '0.7 '05 `0.4 '0.5 '0.7 '0.8 0.7 '0.7 '0.9 '1.0 '0.8 '0 '1.1 '1.5 '2.7 00 0.3 '0.2 'i] '15 '1.4 ' .6 '1.1 '1.7 '1.9 '2 '0 3 '0.1 B '0.8 '1.1 "1.5 ' B B B B B B '0.2 B 0.3 06 '0.7 6 1s Od '0.2 0.6 '0.6 '11 1.9 0.7 '0.3 '1.6 '1.0 '0.8 '1.1 '3.9 B 0.9 '03 B '1.6 '10 "1.1 '1J '57 8 '0 3 `0.9 '0.8 `0.9 '1.7 8.8 .eA .8 '03 `1.0 '1.0 `1.3 "1.8 '53 1 9 `0.3 "1.6 '1.1 '10 '13 '3.9 B` .7 '0.3 10 '0.8 '0.9 '+5 '1] ' 4 '0.3 `0.8 '2 S '0.3 C C C C. C '10 +1. '5] '4.1 '30 '42 '5.8 '4.6 '3.0 '3.3 '52 '5.8 '37 '1. '1.6 '0.9 '1.0 '1.0 '1.5 `1. B `0 '0.4 '4.5 `5.2 '4A '48 '5.7 '5.0 +4A`50 '5.6 '4.3 8.6 '4.3 '5.4 `4.5 8.5 8.8 '5.1 '56 `4.0 2. '1.8 `1.1 '1.0 0.8 `1.8 8.1 '06 20 8.6 '3.3 8.4 '3.9 8.7 '3.5 8.6 '3.9 82 '3.0 8.2 8.8 8.4 8.1 '3.3 '4.4 `43 '4.2 8. '1.4 't.t '1.1 '1.3 '26 '80 0.5 2.5 '20 '2.9 8.1 82 8.2 '3.0 '3.1 8.2 2.9 '2.8 2 .9 8 .1 '3.1 8 8 '4.5 'S.0 8 8. '1.7 '1.0 '0.9 '1.3 '3.0 .0 .3 .8 7. A '1.3 '1.5 '16 '1] '1.8 '16 '1.8 `16 '1.8 '1.7 '16 C B 'i. '0.5 '0.2 '1.7 '1.9 2.0 2.2 2.6 '4.0 '5.0 '7.0 '7. '1.9 `1.0 '1.0 "1.2 2.7 '9.1 '1. 'Os '0.2 '0.9 '1.0 '1.1 '1.1 '1.2 `12 '12 '1.3 '1.3 '1.3 '13 '13 '15 '18 '1.8 $.3 '3.8 'd.] i.0 '8.1 '1.3 '0.8 '1.0 '0.9 '2.5 'S.1 '1. '0.5 'e2 '0.8 "0] '0.8 '0.8 '0.8 '0.9 `0.8 '1.0 '1.0 '1.0 '10 `t.t '1.2 '1.1 '1.6'2.0 '3.5 '6.5 '6J ']. D '0.9 `06 '0.8 '16 to 23 'Os '03+02 .2 'OS '06 `06 '07 '07 '0] '0.8 0.6 '0.8 '0.8 '09 '0.9 '10 'i.t '1.3 '1] `28 8.3 '47 'S3 B `O] 0.9 '0.4 '0.5 '0.5 '0.5 '0.6 '0.6 C C `0A '03 '0.1 0 8 '0.6 +07 '0.7 '03 '0.8 '0.8 '0.9 '1.1 *1,4 '2.0 '2.3 ' +0s '1.3 '0.4 *03 '0.2 'Od `0.5 '0.5 '0.5 '06 '0.6 '0.6 `06 0.8 'O6 `0,6 'O] 'OJ '0.6 '0.9 '1.1 '1.5 '1 '1.4 '1.1 2 '05 '0.3 '0.2 '0 4 '0.5 '0.5 '0.5 '0.6 '0.6 '0.5 '05 'O 6 '0.6 'Os 0 '07 0 '0.8 "1.0 '1.2 '38 '4.4 8.3 '23 '2A '3.3 '4.2 '15 '1.8 '2.8 ' .6 .7 .0 0.3 '0.2 0.4 '0] '0.8 '06 `0.9 '0.8 '0.6 `O6 '08 0.8 '0.9 '08 '07 `0.7 '0.7 '1 0 '1.3 2.5 '2.9 '2.6 '2.6 '2.4 '2.5 2] `1.5 '1.8 `28 +.6 86 .i 0.3 '0.2 `07 '0.8 '1.2 '1.1 '1.3 'Ofi '0.8 '0.9 '1.1 '1.0 '0.8 "10 'i.i '0.9 '0.9 '1.0 '1.6 '1.7 '1.8 '1.8 '20 2.3 2.3 '2.1 '1.8 '1.7 `13 '1.5 '1.2 '1.1 '1.3 '2.2 '6.0 ' A '0.3 '0.1 '2.3 '2.6 2.3 '16 '1.4 '1.6 '0.9 '0.8 '0.5 '0,6 '1.0 `1.6 '1.5 '1.6 "2.2 '2.4 '2.1 2.1 '2.0 2.2 '1.6 '1,2 '1.1 '10 '1.0 `09 '0.9 '10 '1.4 '4.1 0.2 '0.1 '8.5 ']6 '83 "4.0 '16 'Ofi '0.5 '0.4 '03 '04 `0.5 '08 '15 8.7 '7.4 "7.3 '75 'd0 '19 '12 "10 '0] '07 '0] 't6 '18 ' 08 0.1 "0.1 A A o.1 '0e '0.1 '0.1 `02 '0.3 'O4 '0.6 '12 '15 '16 '16 '1.3 '0J '05 'Od '0.3 0.1 '0.0 ' d '0.5 `0.8 '0.8 'Ofi 'OB '09 '0.7 '05 '04 '0.4 '0.3 "03 '0.3 '0.3 0.3 '0.2 '03 '03 '0.3 '03 '02 '0.2 '01 '01 0.1 '0.0 *ol '0.1 '0.1 '0.1 `0.2 '0.2 '0.3 '0.3 '0.3 0.3 '0.3 '03 0.2 0.2 '0.2 '0.2 '02 '0.2 '0.3 '0.3 '0.4 '0.4 '0A '04 '0.4 '0.4 '0.4 '0.3 `03 '0.3 '0.2 0.2 '0.2 '0.2 '02 `02 '0.2 02 '02 '0.2 '0.1 '0.1 '0.1 '0.1 '0.0 '02 0.2 '0.1 '0.1 '0.1 '0.1 '02 '0.2 `0.2 '0.2 0.2 '0.2 '0.2 '0.3 '0.3 0.3 '0.2 0.2 '0.2 '0.2 '0.2 '0.2 '01 '0.1 0.1 '0.1 '0.1 '0.1 '0.1 '0.1 0.1 '0.1 '00 '0.0 SITE LIGHTING PHOTOMETRIC PLAN E-1 1/32' V -0 - LEGAL LIMIT AT PROPERTY LINE, 5 FC CALCULATED AVERAAGE AT PROPERTY LINEi 0.3 FC MAXI 1.6 FC LAYOUT COMPLIES LEGAL LIMIT AT LOADING AREA, 5.0 FC CALCULATED VALUE, 2.2 FC LAYOUT COMPLIES LEGAL LIMIT IN PARKING AREAL 5.0 FC CALCULATED VALUE, 1.7 FC LAYOUT COMPLIES STATISTICS CD No. Label Symbol Description Symbol Avg Max Min MWMin Avg/Min LOADING - 2.2 fc 8.5 fc 0.3 fc 28.3:1 7.31 PARKING 1.7 to 9.2 fc 0.1 fc 92.0:1 17.0:1 PROPERTY LINE 0.3 fc 1.61c 0.0 fc N / A N / A LUMINAIRE SCHEDULE CD No. Label Symbol Label Qty Catalog Number Description Lamp Fib Lumens LLF Wafts 20.0 20.0 2 A CIMARA 250W CLEAR E, 20.0 20.0 3 A 8 CRI -H25 -H3 RECTANGULAR RECTANGULAR AREA 20.0 cr1-h25-h3.IES 19100 1.00 285 ' 276.4 20.0 20.0 LIGHT TYPE III HMETAL ORIZONTAL HORIZONTAL POSITION 1198.3 183.8 20.0 20.0 6 A REFLECTOR CLEAR 92.1 20.0 20.0 7 A 1019.2 67.1 FLAT LENS 20.0 8 A 876.8 68.6 20.0 WPLED26/ CAST METAL HOUSING, TWO WHITE MULTI -CHIP 856.2 314.7 16.0 B 14 ALED26 TWO CIRCUIT BOARDS LIGHT EMITTING DIODES R166(3531es Absolute 1.00 30 11 B 931.3 316.2 EACH WITH ONE LED, (LEDS) EACH 12 B 965.2 316.8 16.0 16.0 MOLDED PLASTIC CONTAINING LEDS 987.5 317.0 16.0 16.0 14 B REFLECTOR WITH SEMI- ARRANGED IN AN 16.0 16.0 15 B 1071.9 317.4 SPECULAR FINISH AND ARRAY OF THREE 16 B 1102.5 318.2 16.0 16.0 ONE APERTURE PER LINEAR ROWS, TILTED 1122.3 250.6 16.0 16.0 18 B LED, CLEAR FLAT 35 -DEGREES FROM 16.0 16.0 19 B 1123.2 179.5 GLASS LENS IN CAST VERTICAL BASE -UP 20 B 1123.4 143.9 16.0 16.0 WHITE PAINTED METAL POSITION AND CANTED 840.3 283.5 16.0 16.0 22 B LENS FRAME, 15 -DEGREES FROM 16.0 16.0 23 C 853.1 219.4 25.0 STRAIGHT AHEAD. 24 C .. 220.1 25.0 TWR2250MGENERAL PURPOSE ONE 250 -WATT ED28 925.6 220.2 25.0 C 9 (PULSE START) BUILDING MOUNTED PULSE START METAL TW'R2-250M-( 25000 1.00 288 y C 968.4 220.8 LUMINAIRE, 25OW MH, HALIDE, PULSE -STAR C 1058.6 133.7 25.0 25.0 W/ CLEAR LAMP. HORIZONTALPOS. T).ies 134.3 LUMINAIRE LOCATIONS CD No. Label X Location Y Z MH 1 A 943.3 402.7 20.0 20.0 2 A 1067.2 392.4 20.0 20.0 3 A 1168.8 364.0 20.0 20.0 4 A 1192.6 276.4 20.0 20.0 5 A 1198.3 183.8 20.0 20.0 6 A 1182.9 92.1 20.0 20.0 7 A 1019.2 67.1 20.0 20.0 8 A 876.8 68.6 20.0 20.0 9 B 856.2 314.7 16.0 16.0 10 B 894.1 315.7 16.0 16.0 11 B 931.3 316.2 16.0 16.0 12 B 965.2 316.8 16.0 16.0 13 B 987.5 317.0 16.0 16.0 14 B 1033.9 317.0 16.0 16.0 15 B 1071.9 317.4 16.0 16.0 16 B 1102.5 318.2 16.0 16.0 17 B 1122.3 250.6 16.0 16.0 18 B 1122.6 210.8 16.0 16.0 19 B 1123.2 179.5 16.0 16.0 20 B 1123.4 143.9 16.0 16.0 21 B 840.3 283.5 16.0 16.0 22 B 1122.2 291.2 16.0 16.0 23 C 853.1 219.4 25.0 25.0 24 C 889.4 220.1 25.0 25.0 25 C 925.6 220.2 25.0 25.0 26 C 1014.3 221.4 25.0 25.0 27 C 968.4 220.8 25.0 25.0 28 C 1058.6 133.7 25.0 25.0 29 C 1111.7 134.3 25.0 25.0 30 C 1042.7 177.4 25.0 25.0 31 C 1042.7 155.9 25.0 25.0 APPROVAL FREDERICK COUNTY ZONING ADMINISTRATOR DATE APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL. Z. lvou7ell 10DIAEL F. HIVELL No•009e75 ,27 AUG 2012 > 0 p Q N O GV 04 V Q1 000 V 'o Lo dU C to 0 >c 0 x 04 10 > d LL U C uw� U 'm C •` O 6 U- (D g c E 0 (D LU ZT s U o6w a� These Documents- SchematIc Drawings, Preliminary Drawings, or Working Drawings, and Specifications are the Property of Comfort Design and may not be used, reproduced, or utilized without the express written consent of Comfort Design, Inc. 11 JOB # XXXX 11 DATE 27 AUG 2012 PERMIT SET II UTOONS II LIGHTING PLAN E-1 CD C C�z_j ? > W X 0 W U J Q W Z /2'� / V i `�/� v, NO LLL1_ > 0 p Q N O GV 04 V Q1 000 V 'o Lo dU C to 0 >c 0 x 04 10 > d LL U C uw� U 'm C •` O 6 U- (D g c E 0 (D LU ZT s U o6w a� These Documents- SchematIc Drawings, Preliminary Drawings, or Working Drawings, and Specifications are the Property of Comfort Design and may not be used, reproduced, or utilized without the express written consent of Comfort Design, Inc. 11 JOB # XXXX 11 DATE 27 AUG 2012 PERMIT SET II UTOONS II LIGHTING PLAN E-1 a fL"7i o N t• 00 C •-1 L... 4•- v v Li IEL 0 3.10 LL. creased MQ412012 attApprovals � #EnLViI An N � Qt fA L I +[D Jab Tyne 26 Watt LEI] Wallpack. Equivalent to i75VV MM Walfpack - Includes Color: Bronze Weight: 7.5 lbs Number SERIES 1 •r.. both junction box and surface mount far recessed box. IESfJA Full Cutoff, Fully Shielded optics. 5 Year warranty. sores „• �i FEATURES & SPECIFICATIONS APP[JIG`ATIONS _ r E INTENDEDUSE T> e 3 "P • Area and Site lighting. r < ••; Ideal fn£ mountinq above entryways and loading docks. FEATIMES CONSTRUCTION ___... 21.75" 522.5 tram ,....... _ • Complements 'Southwest Series' LED Info Driver info �`° �'"" Rugged, corrWari-resistant die-cast aluminum back housingand hinged doorframe. Castings are sealed Wall Packs . .... 16.0" ...-......•i with a one-piecegasketto inhibitthe entrance ofextetnal contaminants. Plnislt is tiranze pu€yester powder • IES Type II, III, V (square) and forward throw light distributions s.7s x , g 171.5 mm 406.4 mm Watts: 26 Type: Constant Current ,., . pain; for la durability yfj f Q g I g • Flat lens design , // Color Temp: 5000K (Cool) 120V: 0.26 A ELECTRICAL • Electronic ballast for 150w, 250w, 350W and 400w PSMH with 0-10V dimming Capability (control System by others). Ballast programmed for - Color Accuracy: 66 208V: 0.16 A � "�• ," N-.�ta ,� �YY Bal4utisconstant watugeaututransdormer. Ballast isl(1a4#,fartary-tesEcd, T R 2 -- w•• ■ automatic dimming also available (consult factory}• fir 725° L70 Lifespan: 50004 240V: 0.14A s- ` a�,'ist. �......, . .. Metal haiide:super(WA pulsestart bal€asts,88�e#TltientarldEISA urmpfiant.arcreyairpd far 25040[1t'li =� • 152.4 mm 184.2 mm i 100w to 400w lamps in HIPS, and Pulse Start MH for design flexibility-r�..-1 ..1 LM79 Lumens: 1,816 277V: 0-12 A (must orderSCWAoption) for US shipments only. CSA required for pulse start ship- ments to Canada. 250w, and 400M do not comply with (allfamiaTtle 20 regulations. Ml ETA L HALIDE: 251) 4€i0W • All distributions are field -rotatable s.ezS" I Efficacy: 60 LPW Input Watts: 30WV Socket_Mogul-basescrket,nirkef-platedwewsheilandcenterrornatt. • Mounts on upswept, straight arms for pales or on wall bracket for a uniforilw "" 2 9mm — - . Efficiency. 87/o TWR22${1W #iIGH PRE55fIRE50L1iUfyi:250-400W project look L OPTICS • 5 standard, 2 premium, and custom colors are available STRAWWAMMULRRAIYG17SMA16If1'AfGte Relractorisprismaticlwrosilicateglass.Renectorisdic-formedanodizedstippledaluminum- LI.Si7Mi4S/CEA1TFlCATTDNS Technical $ ecifications hio ul base lam Included In carton - .1603 3 . mmi i g p ' • Title 20 compliantr t9pmm INSTALLATION • UL 159$ Misted and CSA certified UL Listing: Thermal Management: Housing iscrtlnfrguredlormorintinndirectly mora standard 4"outletbox orforsurlacewiring viaanya! a for outdoor use in wet locations U� . esx5" i d , ... ate" Suitable for wet locations. Suitable for mounting within Cast aluminum thermal management system for optimal tf reeronsnient3r4'threadedronduit'entryhubs. • U.S. Patent No. 0556,935 ,4 , smm �A" 219 1111111ILL J11111111111111111, Min AW 4 of the ground. heat sinking. The [PACK is designed for cool LISTING TWR240OW • IDA fixture seal of approval IPA = 1,2 fF (single unit with arm) F__. operation, most efficient output and maximum LED life lit Lrsted to US and Canadian safely standards (see Options,'. SuiTabiefof wet €orations (2.5''0 maximum I c � IP Rating: b minimizing LED 'unction temperature., ambinttemperalure). R ORDERING INFORMATION Y g 1 p R 100, Ingress Protection rating of IP66 for dust and water. Dote -sacci+ goo"ss�b� to{hon with�,tnoce. ORDERING EXAMPLE: CR1-A-P40-H3P-F--Dg-L CaliforniaTitle 24: ---.-;-- — Finish, D I -- W ...........{ ._ Q WPLED complies with California Title 24 building and nwfru2sowv T�vR244Dvi CRS •. A ^ - H3 — ^ — •• Chip and fade resistant polyester powder coat finish. electrical codes - k I ..Specifications Specnc�urions a . r 1 t' r • r Color Stability: Height: 9-1/4 (23.5) Height: 9-114 (23.5) • Equivalency: Wiift:17.7d805A) Wldtfi:l7-718{45.4) CHI Unarm ELECTRONIC PULSE START H2 Honz.11-hydroformed F Flat DEI Dark Bronze WEIAD Substitutesdecorative upswept arm RAB LEDs exceed Industry standards for Chromatic The WPLED26 is Equivalent in delivered lumens to a Depth:9.318(23.8' Depth;l2-1,2(31.8) 175W Metal Halide Wallpack. •Weight:251bs11TAk9 *Weight: 31lbs114.07kg i METAL HALIDE H3 Hordz. IH - hydrofarrr,ed HL Black when VI#B wall bracket rrxnfrding is stability. p WITH FULL• SHEtLD E15 150w (ED 28 Mog base) chosen All Timms nns shown is n eters (centimeters) uniessmher�ssse anted. H3P Hor t. ill - High WH White E25 250w (ED 28 Mog bawl Performanco Series RPA2 Round pole adapter 12 314-3 Vs') Color Uniformity: •Weirlhtastunf pundinexamplebekw. l•lID Replacement Range: E35 35Ow(ED-28Mogbase) (segmented) GR Gray RPA3 Round pole adapter (3114-33/4•) RAB's range of CCT (Correlated color temperature) The WPLED26 can be used to replace 150 - 20OW k „ r H4 HDrrz. IV - mum -piece Ps Platinum Silver RPA4 Round pule adapter (3 718-4112" P Example: TWR2 4{Y(}M T8 SCWA LPI r E4Q 400w (ED -28 Mog base', ] follows the guidelines of the American National ... .__._,__._..._ .._..._.. ___----- ...................... ..._..._ ...... _.............. _.... ..- IIaP Honz.IV - HI n Metal Halide Wall ticks based on delivered lumens. PULSE START METAL 9 RD Red RPAS Round pale adapter (5") . P . ; : �, ;. _ ^ . Standard for Specifications for the Chromaticity of Solid ..,,; ; ..; .. ;;; y p y A Arm mount HALIDE Performancerated) Series tpreftlium calor) HPA6 Round pole adapter (6") a c9 : Pfiat erl as txadatil constructim (segmented) FG Forest Breen State Lighting (SSL) Products, ANSI 078.371-2008. Green Technology: (6" straight rigid arm 110 1 Uclw (ED • T 7 Med base} H5 Honz. V (square) - mi I F(X) Fusing (replwe x with worage: 1-120, _ _::w .... _. _... mlVattage vc(ta inehrdeet cm#„s d #"caasaa, iridudetl $acceptable (premium color) •� -- -_... ..:_ �.._.. -_ __w..�-.,...-. ..M. _. ___ _._.� - .------��-_-...,- .."..".."_.... 112 125w (ED -17 Med base) hydroformed 2-208, 3.240, 4-277.5-480.6-347} RAB LEDs are Mercury, Arsenic and UV free- fix so° configura- CC Custom Color Ambient Temperature: --- w (consult P(X) Photo dalton (replace K w}th Voltage- IWPJ Boo `:a3 F1 I.F1ISA 2.D 120 Y Y tions) P17 150w(ED-28Mog base) H5P Perform High 1.120:2.2[18.3-240.4-277,6.347) Suitable for use in 40C ambient temperatures. Patents: T%V2,"120$(W'APiIPI M tats Y Y Y -- -- 177 175w (EO -28 Mo bases Perforntance Series factory) p AD Decorative arm mount (Segmented) PR(X) Photo cell receptacle (replace x with nkU 250/11277 %WA Ff LN 254 277 Y Y Y The 1NPLED design is protected' by U.S. PATENT --- const.de P2D 20Ow (T-15 Mog base} Voltage:1.120.2-208, 3-240.4-277, Fixture Efficacy: 1) (s�deoorative 5.4ea,s-3471 Y' 0608,040 and stents pending In the U.S., Canada, TWR22sDA!12D..47LFiC3A 2sD t2Dfx47 N Y r upswept arm incl. & P25 25Uw (ED -28 Mog base} E P p 9 61 Lumens per Watt ----- 1wR2ISM. TssLw,tLe 2sD 12Df2481244.2n N Y Ii aCceplabie for. 80` 132 320w (ED 28 Mort bassi 01 Quad•TapO 12a'2081240"277V f]I Quartz R5 wiU1 tamp China, Taiwan and Mexico. TwR2328M i2a5ClS'AFLtf'l ;ao 120 Y Y Y corifi urationsi HS Internal house side shield g 1'35 350w(ED- Ntog base} jf Fixe -Tap 12Ur208,'24012771480V Iwlr?2]2D61a7?SEWAPEIPI 320 277 Y X Y WB Wail bracket const. pop 400w (ED 28 Mog ba e1 (250$ 400w PSMH & NPS only) (available for H2, H3 & H4 Color Accuracy: For use on LEED Buildings: TwR2)2DatraSCWr,LPi 324 1m.�ztw�2a4r2n u Y rl distributions) wall bas 5 480V 66 CRI IDA Dark SkyApproval means that this fixture Can be wall bracket fir HIGH PRESSURE 50DIUM VG Polycarbonate vandal guard PP TVr'rt24t>MA 120SiwAPF tP1 400 t2D Y Y Y sbaig'ttarm $1D 100w T1 Tri -Tapp 12D1277IM7V L Lamp used to achieve t_EI=D Credits for Light Pollution TWA240M2775fWAPED=I 404 277 Y Y Y unless WBAD option Dior Temperature {Nominal CCT): Reduction TWR24"124/347::FIC5A 400 120!347 Y r (ED -23.5 Mog base} E 50Hz,22O 240V is chosen which S15 150w 1250 & 400w PSMH & HPS only) - 5000 TwR141 M y35Ct+lA tFt 44v 12oI248114a!u7 5ubstilirles decorative ORDER t t 11 upswept arm! (ED -23.5 MDg base) 0 No Ballast V ._ Catalog Number Dark Sky Approved: M.. . S25 25Ow Driver: ...:.. - _ --- .. _— - --- ._.. D No arm or wall CRPC-1-P25-H3-20 2Dft250wPMH, Type ol The International Dark Sky Association has approved 1wRzas-- 1, 011' ,tPlcsA 230 txi1347 is WWI (only order (E D- Mog base) CRPC-1-P4o-H3-20 eon 400w PMH. Type HI Multi -chip 26W high output Ion life LED Driver -- this product as a full cutoff, fully shielded luminaire. Iwl+2zscs3t{itl ass t2D12DR244277 R witf,outarmorwall 54a 40Osv CRPC-I-P40-H3-25 25tt 4UUw PMH. Type III Constant Current, 720mA, Class 2, 6 KV Surge TWR24o(S 1X0:14iLi"CSA 4DD 124!347 N Y bracket when they (ED -18 Mag base) CRPC-1-Poo-H4-20 20ft 400%, PMH,Type IV Protection, � �1C11`-27%11, �(?-�Q I iZ, I Q() �4i]if .4 Amps are ordered as an CRPC-I-P4O-H4-25 25ft 400w PMH, Type IV P Country of Origin: 1WP,240DSTl1tP1 404 124r'248F244I277 N acdessmy) Twin Configurations CRPC-2-P25-H3-20 20ft 250w PMH, Type ul Gold Weather Starting:Designed by RAB in New Jersey and assembled in 1 factory wired far highest voiiiip units specified CRPC-2-P40-H3-20 20ft 400w PMH, Type III Taiwan Note Mcwnllny A a,tdAD acceptablo for 90 degree confipuralwks CRPC-2-P4O-H3-25 25ft 400w PMH. Type Ili The minimum starting temperature is -40 C sSfdessuaies< CRPC 2-1`40-H4-20 20ft 400w PMH, Type IV �1e t 3,U�ai3lFiv NOTE: All poles to be drilled with #2 pattern CRPC-2-P4CI-H4-25 2511 400w PIr1H, Type IV ,u TWR2'iNG U Wireguard SELECT UNITS ARE ST'DC)ffD FOR IMMEDIATE SHIPMEAM All Comtim iaciude lamp. anchor bons, pales and fixtures color is Deek Eton, e DU D00R �i8?-fit-� SPA(ILd2iiNG [16ii17llfG SHEET# CIM -SPEC -5112 L I G Fi T i N Tech Help Line: 888 RAS -1000 Email: sales@rahweb.con, On the web at: www.rabweb.com Crapynghl �w2112 RAP, Lighting. Inc. AH RQh% Reserved Note: Spacif"bans are subiec:i io change Without nphca Page I of 2 � �;�'I.tI.I.l�ls � - - ttift � I cAleulas,ion Re JAT-, Setts jai yiff !1DN s' ALLt3 C . �1 1.1 ST AIM Calculation R stdttw 5 itrtgs 2bit Calculation Ressatu !fr r _50 ft r ri #'x t:a .sw -] C&QUtkxn Area ifra by 1G6 ft marts Oce[ - Facai. nr w Catckiiat tie Area 9[a 9d rt - - -- - a Y t Y Lit& Ent . 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HUWELL No, 008675 0 27 AUG 201 ZIa1TAL _ Co < 1 00 LQ CN > � (Y) tin Q) U -U C: � `q 'RC1 LI-) I { � CL C Ln 0 ,� 0 X 110] CL LL 1111111 ItIIIIII” C) •�, os Q) -� 0 Q U c Q co c m .I— U E c U 0 (ll W I LE These Documents - Schematic Drawings, Preliminary Drawings, or Working Drawings, and Specifications are the Property of Comfort Design and Mv.y not be used, reproduced, or utilized without the express written consent of Comfort Design, Inc, JOB # xxxx DATE 27 AUG 2012 PERMIT SET REVISIONS FIXTURE E-2 0 Z Lli U) 1� C) Z 0 Z V) LL Co < 1 00 LQ CN > � (Y) tin Q) U -U C: � `q 'RC1 LI-) I { � CL C Ln 0 ,� 0 X 110] CL LL 1111111 ItIIIIII” C) •�, os Q) -� 0 Q U c Q co c m .I— U E c U 0 (ll W I LE These Documents - Schematic Drawings, Preliminary Drawings, or Working Drawings, and Specifications are the Property of Comfort Design and Mv.y not be used, reproduced, or utilized without the express written consent of Comfort Design, Inc, JOB # xxxx DATE 27 AUG 2012 PERMIT SET REVISIONS FIXTURE E-2