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HomeMy WebLinkAbout08-19 Site PlanI LOCAL UTILITIES WATER/SEWER (DOMESTIC) FREDERICK WATER P.O. BOX 1877 WINCHESTER, VA. 22604 (540) 868-1061 ELECTRIC SERVICE SHENANDOAH VALLEY ELECTRIC COOP 3463 VALLEY PIKE WINCHESTER, VA. 22602 (540) 450-2039 RAPPAHANNOCK ELECTRIC COOPERATIVE BLUE RIDGE OFFICE 137 KELLEY COURT FRONT ROYAL, VIRGINIA 22630 (540) 622-2001 TELEPHONE SERVICE VERIZON 404 HILLANDALE LANE WINCHESTER, VA. 22602 (540) 665-3156 CABLE SERVICE COMCAST COMMUNICATIONS 195 RAINVILLE ROAD WINCHESTER, VIRGINIA 22602 (540) 504-0942 GAS SERVICE WASHINGTON GAS P.O. BOX 2400 WINCHESTER, VIRGINIA 22604 (540) 869-1111 CALL BEFORE YOU DIG ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA CALL 1-800.552-7001 SECTION 56-265.17 REQUIRES THREE WORKING DAYS NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC. TICKET NUMBER(S): DAWSON PARKING EX SITE DEVELOPMENT P SP# 08=19 FREDERICK COUNTY, VIRGIN ORIG SUBMISSION DATE: REVISED SUBMISSION DATE: 4/1 PREPARED FOR: OWNER/DEVELOPER NSION 0 019 THE DAWSON GROUP LLC 1833 HANDLEY AVENUE WINCHESTER, VIRGINIA 22601 540-722-9008 LOCATION MAP Scale: 1" = 2000' PREPARED BY: PENNONI ASSOCIATES IN (foe=nnoni 117 East Piccadilly Str Winchester, VA 22601 T 540.667.2139 F 540.665.0493 ■ SITE PLAN APPROVAL NAMES " M1E5111 SITE PIAN NUMBER 001 s;ke PlAn -'o -14 W Dawson pro*ve f u'Ktqq 4P. SHEET NUMBER 9q .C>q 1 COVER SHEET dap Lg, o ,Pa a o, NOTES AND LEGEND 3 a I 4 EROSION AND SEDIMENT CONTROL PLAN PHASE O EROSION AND SEDIMENT CONTROL PLAN PHASE II 6 3' 7 EROSION AND SEDIMENT CONTROL DETAILS Jtlh� SITE SITE PLAN 9 F o9�+n �i AXE 10 GRADING PLAN PHASE 1 4 ny 37 GRADING PLAN PHASE II 11 C o"'mo 12 POST -DEVELOPMENT DRAINAGE AREA MAP y �+ a FOK SrI'S4 LANDSCAPE PLAN 14 t 15 LIGHTING PLAN 16 LIGHTING DETAILS 17 LOCATION MAP Scale: 1" = 2000' PREPARED BY: PENNONI ASSOCIATES IN (foe=nnoni 117 East Piccadilly Str Winchester, VA 22601 T 540.667.2139 F 540.665.0493 ■ SITE PLAN APPROVAL NAMES " M1E5111 SITE PIAN NUMBER 001 s;ke PlAn -'o -14 W Dawson pro*ve f u'Ktqq 4P. Prior to initiating any land disturbing activity, it will be necessary to schedule an on-site pre -construction meeting with E & S inspector to discuss the approved erosion and sediment control plan. No Land Disturbance Permit will be issued prior to the conducting of a pre -construction meeting for the subject project. RESPONSIBLE LAND DISTURBER: CERTIFICATION: DATE: THE RESPONSIBLE LAND SHEET NUMBER SHEET TITLE 1 COVER SHEET 2 NOTES AND LEGEND 3 EXISTING CONDITIONS AND DEMOLITION PLAN 4 EROSION AND SEDIMENT CONTROL PLAN PHASE 5 EROSION AND SEDIMENT CONTROL PLAN PHASE II 6 EROSION AND SEDIMENT CONTROL NARRATIVE AND DETAILS 7 EROSION AND SEDIMENT CONTROL DETAILS 8 SITE PLAN 9 GRADING PLAN PHASE I 10 GRADING PLAN PHASE 1 10A GRADING PLAN PHASE II 11 STORM PROFILE AND CHANNEL DESIGN CALCULATIONS 12 POST -DEVELOPMENT DRAINAGE AREA MAP 13 LANDSCAPE PLAN 14 LANDSCAPE NOTES AND DETAILS 15 LIGHTING PLAN 16 LIGHTING DETAILS 17 LIGHTING DETAILS 18 LIFE SAFETY PLAN 19 SITE DETAILS Prior to initiating any land disturbing activity, it will be necessary to schedule an on-site pre -construction meeting with E & S inspector to discuss the approved erosion and sediment control plan. No Land Disturbance Permit will be issued prior to the conducting of a pre -construction meeting for the subject project. RESPONSIBLE LAND DISTURBER: CERTIFICATION: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. BY FREDERICK COUNTY ZONING ADMINISTRATOR PLAN APPROVAL VALID FOR 5 YEARS FROM APPROVAL DATE DATE PERMIT SET U 8_ Z o W loco F rnNo Q O aN N 0 a LL N N _ N d _ N Z W c Z m c W a � 0 Y O U O �>3 z Q w 0r$ o(5 >oZ D] W — w W W wOU O W >ma wI... w I -SO n p P],TH OF Grp gKm Lr 'WO) o0Z y V3 ¢ RONALD A. MISLOWSKY, IR. A No. 20674 w� ¢19-2019 �w O �S'S20NAL �G Z O N o a Z ¢ z a g=� Xaa~_> S N J > W ~ w� LU aW (7 = �W =W Z C/) �Z 03 Y 0 Q'LU W �w i w w i p w D-po� O =a U ~ O � O ¢ m o (n U o = m Q � o � a m z f 0 h U U O_ V U N w w a a W IY a n 0 Ci a a 4 A ALL DOCUMENTS PREPARED BY PENNOM ASSOCIATES ARE INSTRUMENTS OF SERJICEIN RESPECT OF THE PROJECT. THEY ME NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE ESTENSIONS OF THE PROJECT ON ON MY OTHER PROJECT. ANY REUSE WITHOUT MIT' EN VERIFICATION OR ADAPTATION BY PENNOM ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL AB AT OMENS SOLE RISKMO NRIgUT WBIUTT OR LEGAL E%POWRE TO PENNON ASSOCIATE: AND ONMER SHALL INDEMNIFY ANO HOLO HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS. DAMAGES. LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT DAWS18001 DATE 2019-03-05 DRAWING SCALE AS NOTED DRAWN BY DKV APPROVED BY RAM CS000 SHEET 1 OF 20 EXISTING CONDITIONS AND SURVEY NOTES 1. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED FEBRUARY 18.2019. BOUNDARY INFORMATION SHOWN HAS BEEN COMPILED FROM DEEDS AND PLATS OF RECORD AND ORIENTED TO THE TOPOGRAPHIC SURVEY BASED ON THE LOCATION OF PROPERTY CORNERS FOUND. 2. ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. 3. HORIZONTAL ORIENTATION IS BASED ON VA. NAD 83 NORTH ZONE STATE GRID; VERTICAL DATUM IS BASED ON NAVD 88 ELEVATIONS ESTABLISHED USING GPS METHODS. CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION FOR ALL 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, ECONOMIC DEVELOPMENT AUTHORITY, AND THE CONTRACT DOCUMENTS. 2. 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. 3. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 8:00 AM TO 5:00 PM. 4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND/OR THE OWNER 5. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED OF THIS WORK PRIOR TO COMMENCING CONSTRUCTION AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED. 6. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA, ANY WORK PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY. DUE TO THE PROXIMITYOF THE PROJECT TO EXISTING STRUCTURES AND UTILITIES, BLASTING WILL NOT BE ALLOWED. 7. CUTSHEETS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. ALL CUTSHEETS SHOULD SHOW EXISTING GROUND ELEVATIONS AT CENTERLINE OF UTILITY, STRUCTURE OR ROAD, AND OFFSET HUB ELEVATION. 8. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE EXACT LOCATION, VERTICALLY AND HORIZONTALLY, OF THE UTILITIES PRIOR TO ANY EXCAVATION OR CONSTRUCTION. THE CONTRACTOR SHALL CONTACT'MISS UTILITY' AND ALL APPLICABLE UTILITY COMPANIES FOR CLEARANCE PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO THE COMMONWEALTH OF VIRGINIA UNDERGROUND UTILITY DAMAGE PREVENTION ACT, CHAPTER 10, TITLE 56 OF THE CODE OF VIRGINIA. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ALL EROSION AND SEDIMENT CONTROL MEASURES NECESSARY DURING CONSTRUCTION IN ACCORDANCE WITH CURRENT STATE AND LOCAL REGULATIONS. DISTURBED AREAS SHALL NOT REMfJN DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET PROTECTION, AND SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. CONTRACTOR SHALL CONTACT THE COUNTY BUILDING INSPECTIONS OFFICE AT (540) 636-9973 TO SCHEDULE INSPECTIONS. 10. CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING PUBLIC STREETS AND/OR EXISTING PARKING LOTS AND OTHER PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS, ALLAY DUST, AND TO TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A CLEAN, MUD AND DUST FREE CONDITION AT ALL TIMES. 11. ANY STREET OR UTILITIES DAMAGED BY CONTRACTOR OR SUB -CONTRACTOR SHALL BE0 S LE RESPONSIBILITY OF THE PRIMARY CONTRACTOR AND PROPERLY AND IMMEDIATELY REPAIRED BY THE CONTRACTOR. SUCH REPAIRS SHALL BE TO THE ORIGINAL CONDITION, IN COMPLIANCE NTH THE TOWN'S CONSTRUCTION STANDARDS & SPECIFICATIONS, AND TO THE SATISFACTION OF THE TOWN INSPECTOR 12. ALL PRE -CAST CONCRETE STRUCTURES SHALL BE A MINIMUM 4000 PSI AT 28 DAYS. 13. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENT OF ALL UTILITY BOXES, VAULTS, OR OTHER APPURTENANCES TO NEW FINISHED GRADE ELEVATIONS. 14. CONTRACTOR TO RELOCATE ALL SIGNS AND UTILITIES REQUIRED FOR THIS WORK. 15. ANY PLANNED DISRUPTIONS OF OR TIE INS TO EXISTING UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY OWNER WITH THE EXCEPTION OF EMERGENCIES, THERE SHALL BEA MINIMUM OF 24 HOURS NOTICE GIVEN BY THE CONTRACTOR TO ALL RESIDENTIAL, COMMERCIAL, AND INDUSTRIAL UTILITY USERS AFFECTED BY UTILITY INTERRUPTIONS. 16, THE UNAUTHORIZED USE OF WATER WITHOUT DUE COMPENSATION IS ILLEGAL. NO PERSON SHALL CONNECT TO OR DO ANY WORK ON THAT PORTION OF THE SYSTEM OWNED BY THE TOWN UNLESS WRITTEN AUTHORIZATION IS RECEIVED PRIOR TO COMMENCING WORK, 17. CONSTRUCTION LIMITS SHALL BE PROPERTY LINES ORAS INDICATED BY PLAN REQUIREMENTS AND SHALL BE STAKED OR FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. 18, CONSTRUCTION SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT (ADA) REQUIREMENTS. 19. REGISTERED LAND DISTURBER TO SUBMIT REPORTS TO BUILDING INSPECTOR ON A REGULAR BASIS AS REQUIRED BY FREDERICK COUNTY. 20, THE CONTRACTOR SHALL COORDINATE WITH THE INDIVIDUAL LOT OWNERS TO RELOCATE THE EXISTING MAIL BOXES THAT ARE AFFECTED BY THE PROPOSED IMPROVEMENTS. 21. ALL UTILITIES WILL BE LOCATED UNDERGROUND. 22. TEST PITS ARE REQUIRED ON ALL FCSA SEWER AND WATER LINES AS NEEDED AND REQUIRED BY FCSA INSPECTOR. 23. FIELD ADJUSTMENTS TO FCSA INFRASTRUCTURE SHALL BE AS REQUIRED BY AND PER FCSA INSPECTOR'S REQUIREMENTS 24. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 25, VDOT EROSION AND SEDIMENT CONTROL CONTRACTOR CERTIFICATION IS REQUIRED. FIRE AND RESCUE 26. BURNING OF CONSTRUCTION DEBRIS AND CLEARING AND GRUBBING DEBRIS ON SITE IS PROHIBITED. 27. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. VDOT GENERAL NOTES VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT REV. JUNE 19, 2013 V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL SAFETY & HEALTH (VOSH) RULES AND REGULATIONS. V3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOTS WORK AREA PROTECTION MANUAL. A TRANSPORTATION MANAGEMENT PLAN NEEDS TO BE SUBMITTED FOR APPROVAL AND LAND USE PERMIT ISSUED PRIOR TO ANY EXECUTION OF WORK WITHIN THE VDOT RIGHT OF WAY. 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. V8. IF REQUIRED BY THE LOCAL VDOT LAND DEVELOPMENT OFFICE, A PRE -CONSTRUCTION CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR (S), VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT LAND DEVELOPMENT 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. V8. THE CONTRACTOR SHALL NOTIFY THE TRAFFIC OPERATIONS CENTER AT (540) 332-9500 FOR ANY TRAFFIC CONTROL PLAN THAT IMPACTS A VDOT MAINTAINED INTERSTATE OR PRIMARY ROADWAY TO PROVIDE NOTIFICATION OF THE INSTALLATION AND REMOVAL OF THE WORK ZONE. V9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A VDOT PERMITTED TEMPORARY CONSTRUCTION ENTRANCE(S) IN ACCORDANCE NTH 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. V10.CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL HAVE A MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS. V12.ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V13.ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SOIL SAMPLE(S) OBTAINED FOR CBR'S 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 VOOT STANDARDS AND PROCEDURES. V14.ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN ACCORDANCE WITH THE LIFT THICKNESSES, DENSITY AND MOISTURE REQUIREMENTS AS SPECIFIED IN THE CURRENT 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. A POST INSTALLATION VISUAUVIDEO CAMERA INSPECTION SHALL BE CONDUCTED BY THE CONTRACTOR ON ALL PIPES IDENTIFIED ON THE PLANS AS STORM SEWER PIPE AND A SELECT NUMBER OF PIPE CULVERTS. FOR PIPE CULVERTS, A MINIMUM OF ONE PIPE INSTALLATION FOR EACH SIZE OF EACH MATERIAL TYPE WILL BE INSPECTED OR TEN PERCENT OF THE TOTAL AMOUNT FOR EACH SIZE AND MATERIAL TYPE SUMMARIZED. ALL PIPE INSTALLATIONS ON THE PLANS NOT IDENTIFIED AS STORM SEWER PIPE SHALL BE CONSIDERED AS CULVERT PIPE FOR INSPECTION PURPOSES. ADDITIONAL TESTING MAY BE REQUIRED AS DIRECTED BY THE AREA LAND USE ENGINEER OR THEIR REPRESENTATIVE. V17.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. V18.PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. V19.THE DEVELOPER SHALL PROVIDE THE VDOT LAND DEVELOPMENT OFFICE WITH A LIST OF ALL MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE LOCAL VDOT LAND DEVELOPMENT OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. V20.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 NTH SECTION 304 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VOOT 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. V21.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 VOOT 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. V22.IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY -SOC (36) INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO PLACING PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB -1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V23. VOOT 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 VDOT AFTER GRADING IS MOSTLY COMPLETE. V24.APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF THE APPROVAL LETTER. V25. VDOT STANDARD CG -12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. V26.THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL SUBMIT COPIES OF BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO CONSTRUCTING BOX. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB -1. CONTRARY TO THE STANDARD, WHERE ROCK IS ENCOUNTERED AND CAST -IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE SIX (6) INCHES. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. EXISTING 0 542 _ 546- X (612.50) - s -w V LJ - OE T O MSPo WP o WTP O WPP 0 WLP 0 LEGEND NEW 1111111 11110 V +612.50 w OE E .7 ABBREVIATIONS STORM SEWER OVERHEAD ELECTRIC UNDERGROUND ELECTRIC TELEPHONE UTILITY POLE SIGN POST WOODEN POST WOODEN TELEPHONE POLE WOODEN POWER POLE LIGHT POLE AD SITE DEVELOPMENT SUMMARY DESCRIPTION MECHANICAL APPX. APPROXIMATELY DEVELOPER/OWNER MECHANICAL, ELECTRICAL, PLUMBING LIMITS OF CLEARING AND GRADING THE DAWSON GROUP, LLC1833 MH MANHOLE HANDLEY AVENUE BENCHMARK MIN WINCHESTER, VA. 22601 BMP PROPERTY LINE (540) 722-9008 MECHANICALLY STABILIZED EARTH BRL SUBJECT PROPERTIES NBL BUILDING BVCE BEGIN VERTICAL CURVE ELEVATION OC THE DAWSON GROUP, LLC SVCS SIDEWALK INST# #010002028 BW BOTTOM OF WALL #030009351 OVERHEAD ELECTRIC CI #0700132D4 CG -6 PROPOSED CL CLASS PREVIOUS APPROVALS: SP#12-01 CG -6 R CLEANOUT SP 11147-07 POINT OF VERTICAL INTERSECTION CURRENT ZONING Mt CONTOURS CURRENTUSE OFFICE BUILDING `70NAL w' PIN 63-8.4 6.57 AC. SPOT ELEVATION DISTRICT BACK CREEK MAGISTERIAL DISTRICT ROUTE ADDRESS 131 DAWSON DRIVE, WINCHESTER VIRGINIA 22802 TREE LINE PROPOSED USE OFFICE BUIDLING DI TOTAL SITE AREA 6.57 AC. SANITARY SEWER WITH MANHOLE DISTURBED AREA ON-SITE 2.67 AC. SEC DISTURBED AREA OFF-SITE 0.40 AC. DUCTILE IRON PIPE TOTAL DISTURBED 3.07 AC. EA VRRM SPREADSHEET POST CONDTIONS WATERLINE POST MANAGED TURF: 1.68 AC. EROSION CONTROL POST IMPERVIOUS: 1.39 AC. ELEV TOTAL 3.07 AC. GATE VALVE ES END SECTION STR IMPERVIOUS AREA EVCE FIRE HYDRANT ASSEMBLY EXISTING IMPERVIOUS 1.65 AC. EVCS PROPOSED IMPERVIOUS 1.36 AC. TELECOMMUNICATIONS TOTAL IMPERVIOUS 3.01 AC. STORM SEWER OVERHEAD ELECTRIC UNDERGROUND ELECTRIC TELEPHONE UTILITY POLE SIGN POST WOODEN POST WOODEN TELEPHONE POLE WOODEN POWER POLE LIGHT POLE AD AREA DRAIN MECH MECHANICAL APPX. APPROXIMATELY MEP MECHANICAL, ELECTRICAL, PLUMBING BLDG BUILDING MH MANHOLE B.M. BENCHMARK MIN MINIMUM BMP BEST MANAGEMENT PRACTICE MSE MECHANICALLY STABILIZED EARTH BRL BUILDING RESTRICTION LINE NBL NORTH BOUND LANE BVCE BEGIN VERTICAL CURVE ELEVATION OC ON CENTER SVCS BEGIN VERTICAL CURVE STATION OCEW ON CENTER EACH WAY BW BOTTOM OF WALL OHE OVERHEAD ELECTRIC CI CASTIRON PROP PROPOSED CL CLASS PVC POLYVINYL CHLORIDE CO CLEANOUT PVI POINT OF VERTICAL INTERSECTION CONC CONCRETE RCP REINFORCED CONCRETE PIPE PROPOSED `70NAL w' ROW RIGHT-OF-WAY CWR CHILLED WATER RETURN RTE ROUTE CWS CHILLED WATER SUPPLY F-ofo 0 LLw Lu 0 d =m J wx DI DROP INLET SBL SOUTH BOUND LANE DIA DIAMETER SEC SECTION DIP DUCTILE IRON PIPE SF SQUARE FEET EA EACH SHT SHEET EC EROSION CONTROL SS STAINLESS STEEL ELEV ELEVATION STM STEAM ES END SECTION STR STRUCTURE EVCE END VERTICAL CURVE ELEVATION TO TRENCH DRAIN EVCS END VERTICAL CURVE STATION TELCO TELECOMMUNICATIONS EX EXISTING TP TREE PROTECTION FT FEET TW TOP OF WALL F.F.E. FINISHED FLOOR ELEVATION TYP TYPICAL F.H. FIRE HYDRANT UGE UNDERGROUND ELECTRIC FOR FUEL OIL RETURN UGT UNDERGROUND TELEPHONE FOS FUEL OIL SUPPLY VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION G.V. GATE VALVE VERT VERTICAL HORIZ HORIZONTAL WWF WELDED WIRE FABRIC INV INVERT WWM WELDED WIRE MESH LOD LIMITS OF DISTURBANCE W/ WITH MAX MAXIMUM WV WATER VALVE MLP METAL LIGHT POLE B DIAMETER HCP HANDICAP PARKING MSP METAL SIGN POLE FLOOR AREA RATIO MAX. FAR ALLOWED 1.00 TOTAL FLOOR AREA / TOTAL GROUND FLOOR AREA 20,478.5 SF TOTAL SITE AREA 286,189.2 SF FA.R. PROPOSED 0.07 LANDSCAPED AREA LANDSCAPED AREA REQUIRED 1.64 AC. (25.00%) LANDSCAPED AREA PROVIDED 3.59 AC. (54.64%) WOODLAND AREA AREA OF EXISTING WOODLANDS 2.59 AC. AREA OF WOODLANDS DISTURBED 1.79 AC. (69.11 %) MAX. BUILDING HEIGHT LOU, 35 FT (BUILDING 'R) MONUMENT SIGN: �NO TN NONE PROPOSED AT THIS TIME > AREA: 50 SF. (MAX) coLL HEIGHT: 12' (MAX) YARDS & SETBACKS REO. PROVIDED DAWSON DR. SETBACK 75' 114.11' REAR SETBACK 25' 302.40' RIGHT YARD 25' 63.14' SHADY ELM RD. SETBACK 75' 197.44' PARKING SETBACKS REQ. PROVIDED DAWSON DR. SETBACK 10' 24.7' REAR SETBACK 5' 79.9' RIGHT YARD 5' N/A SHADY ELM RD. SETBACK 25' 131.3' PARKING OOZ Y REQUIRED (1 PER 250 SF OF OFFICE AREA) 82 SPACES EXISTING: wz ¢ 83 SPACES PROPOSED `70NAL w' 189SPACES TOTAL: Z 272 SPACES HANDICAPPED PARKING REQUIRED 7 SPACES HANDICAPPED PARKING EXISTING 8 SPACES HANDICAPPED PARKING PROPOSED 0 SPACES TOTAL HANDICAPPED PARKING PROVIDED 8 SPACES COMMERCIAL LOADING SPACES REQUIRED 0 SPACES PROVIDED 0 SPACES PERMIT SET ci Z E_ LOU, o m Q O F �NO TN Q > coLL Ul c W Z�� � 3 W IL H 0 Y O g� �zm sfs ULLS O (7 aWz LL W LLO LWUT ¢ZO Awa M WFw ED w m OF �?�,TH /i �I CID W OOZ Y O Q RONALD A MJSWWSKY, JR wz ¢ ,q No.20674 ¢f51-20fY o `70NAL w' Z O N m m iy ZZgF p z Z UI U Z 0!9 a � d > m OfX F-ofo 0 LLw Lu 0 d =m J wx Z U N O Z Y0g Z 09 Ix LUy-I Y Q w Q W > W U) 0¢ Z Z W o� �¢ O OLm o Z o Y. 0 Y 0 m z z z z 0 0 z �zz z z w I� 0 UU N N Ir o: N Z m m w d � o KL DOCUMENTS PREPARED BY PENNON ASSOCWTES ME INSTRUMENTS OF SERVICE IN RESPECT OF ME PROJECT. THEYMENOTINTENDEDORREPRESENTED TO BE SUITABLE FOR REUSE BY OAHER OR OTHERS ON THE EXTENSIONS OF THE PRCUECT OR ON ANY OTHER PROJECT. ANY REUSE WTIgI.TMITTEN VERIFICATION OR ADAPTATION BY PEWi.ONI ASSOCIATES FOR THE SPEOFIC PURPOSE INTENDED PALL BEAT ONMERS SOLE RISK MD WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND ONNER SHALL INDEMNIFY AND MOLD HARMIESB PENNONI ASSOCIATES FROM ALL GUMS, DPMAGES, L0. SAND EXPENSES ARISING OUR OF OR RESULTING THEREFROM. PROJECT DAWS18001 DATE 2019-03-05 DRAWING SME AS NOTED DRAWN BY DKV APPROVED BY RAM CS001 SHEET 2 OF 20 �a 3 GRATE (79129) 91-792.79 OUT 782 w— t USE: OFFICE j.0947 PG 853 I . i LRAiE L7i12B) II C \ t ` / �' \\ 10P- 42 �\ Ou 7789m n) \ e EX- 10' U77L/TY B n OUT- 02 �o yR*VAGE ESM'' CRATE (786,82) / .,N-78.10 10 `� j �I tl"t7 PG 853 au7�eZea2z 1 " 1.1 1OP-767.f2_- _ J IN -780.77' - -- -- /f.s /_/-- OUT -761.82 �' 1 I // OU7 77 �-' -THH _/-f_ „-_--� /� NSP,' \ - II; < DA0NDR/l/E-54'R/� -ww fa'vAaA6+ss n54crc N, fJ... �W7- O•-_�/�.� Baa I t \ \ I PUMP STAR7a14 S/7A'j 1 947 PG 813 \ v� ENR / I T1 JJ S \ / M NK V / I r V \ \ I -- (\�—_—-4E1V�08�\w " 7 \\ > I 20' WATER 5 OPS \ • \ 4 \ \ 1 I D 1 ) \ \ I CC \ I ORp�1�- \ a \ 1 1 RAINAGE ESM' • ) \ / I \ \jU \ \ DB X47 PG 8531 / \- \ O _ - % I �^ 1 1 > 1 1 \ D \ r1•^ (✓ I 1I 1 �'\ `� E �\ ^�\) I I I III 1 . ; I n !�� 4`� I `J\ \ I I l `j I I t • S 1 • Et Q �\ ' III I I I Ij� "' 71 j� l rr �•-\/\ % # I I ; ) I 1 )% r,r.L / �' • Ter ce I \ I I I I 1 I I 11 I / /) /( I I I / –��' \\ I– I/ i r / I C/o 1 1 1 1 f/ (� "l=1) \ til 1 I I ) /J \I 1 1 1 1 1 1 1 I I LIMITS or DI8711UB4N� /1 T> ' �� t\ I I / J • 1 1 1 1 I I I I II� l l i 1 1 1 / // i pujo\ I III 91.3 1 11 c9 sfa 1 ? 791.6 I I 1 I Tu)'aTBT' I d� I 1 {NY fr 7,R.II I 1 \ s 1 �/- ^� \\)^� �l r /_) I p \ • \� al m v uT t, LOT 3 i /� l ( i j 11 0 I,iL'I II I� i\\ \\/y % III / 1 1 1 1 <T PIN 63-8-3 s �'` I 1 r 7s> f T l THE DAWSON GROUP! LLC / t I I + I\ z N 791.5(I I J/ \/ INST. 019082Of8 I 7 1 1 1 � cl Is T USE"kAGANT / ) I� w 923 q�'�ss.s I I I1 I 14111 I 1 �lN III jJ 1 1111\\;� PUNP STATIN/ \ I I I / 1 ! \ � � y \ U 4' PC SEIMCE LATERAL / / I 7927 ( O� –� r iY. I / / / / r ---I– / . (� ETBSTIBUILDING / / I / / / _ _ I -7811 7925 / J / F.F.N./92.94) Y 1J a fi I 1 19LOT{ D ENPPD W/OPACUE s2e PIN FENCING W/DOlsls THE DAWSONGROUP, UP, LLG jEw /+G/M/ORE 6 GwsrDTafiozoza Gsn rogeREMOVED ATE i i r1 _ _79r5-INST. i % or (Y11 sa° "' J I I I I ► \ / / l �6=NGcuRB&GurrER• S\ Tu // i /^/ (Ir TO BE RE �), } -�_ Jc �.- — — — — J/ (IS 1 J�.. 1— — — T \\ I I \ h ( r r i c\ I I I I I I 1 I I J ETDsnNG FIRE Rro \ W \�' _ J\ \ I I I 41- 1\\ I I I 1 \ t ) / TO BERELOCA y\ /'� L � !LIMIT GJ 91ST +J.ICE VE1ROAD rte. \� I /TOBENEAIOVED \` \•' I \••' \\ I I I ` S 1 i 1 { // +.) 1 ; I / / Fi ; 1 I / � l� ,� Sil"' \ \ I I 1 1 I r ( \ \} ¢DIETING POWER POLE ( Ex 2a• w soPE J T III I I I I I (� WATTS \\ \M�T `,�. `^ 4 I \ TO BE fRELOCAIED til I /'I / \ I I/ % �) , I@ DRAT ACE ESM'' r�, 14 \ Y LIMLTS OF �sTRU�4ElCE ^ JJ ) �' / \ I (` I DB 47 PG 853 TTr —i~ //� --�—\� ' r / I \ I 41 // \ r - -- I v \ \ \ 1 \ I I ���; \^�� �\ ✓ \� I ) I Ire 1 %11 r \__•� \�\ `�\, /�'/ I`` – Fesr –\�.--.,�_�–\ �=^ �% / • –/_ \, ���` I � �"– _\ \\\\% � --•\� �� \ � / �`� It \ \\ IIV�, I t (1 Y l i I I I f 1 1 j I I / \ ��\�: �= :�=._.��,= \ n '\_ "` __`�.�.,�/ –a.�_/moi,` L_ �I \\ \\ j \�\\���\ 1/ � � � ��'•)r `1 \\ �I I �I Ij) ti 1 I � i � I I I I IIII I / - \^t...`\```.�`^� –, •– _ \, I -, / � I \ I / I ( l I IIII r \–\"-�–��^/\� `•--./, '' ";; .� x L ^�•`�–_1«� \ ' h ..�`1\\\�_- __ �=_;� ='�\ _�=?; _–�`----__v_-- v_–__------__�\ �`__ ����=�•= j\\�---L_____-- � �.�� _\ ��� 1 ; J ( I I I I I i < � 1 I ( It//I ^�z, – __;;___� _ `–' _ �`–•`= `_ ro _ = _–__ iP ~ �\ / \ I \ ( ` / ^\ t/_ ^�'�`"\ r -\:r ==�= `��- ��`--`_-�__- `_ \'�_- --_-- - •..\/MPyppS`'�S 37 \�-� __\�_ \ � � - -_� 1' __ \/// / / I I I / ) I I � I °^ ___-_-•--- -_--�--_-_- __ ^--^------------------'-- ------------- 0 40' 80' GRAPHIC SCALE: 1"= 40' NOTE: 1. RELOCATION OF EXISTING POWER POLE TO BE COORDINATED WITH SHENANDOAH VALLEY ELECTRIC COOPERATIVE PERMIT SET rn �- Z uj F LD N Q 1. V - �yy LL N 2 LU c r Z 0 F K Y � F�q� H- Q sS 0 LL S 0 >z o mw- � W W Zir wof >ma myw O OF H- i �QyTH yC G f? 2 N w C Oo0 y Z O ¢ Q. RONALD A. MDSLOWSLY, IF < A No. 20674 q: o w ¢192019Gw s`STONAL Z J 0_ Z z O _ O�/V ry VJ J Z O Z aN z Q Q U O G � 0_ a it W > > m Q tea% W I - w ° aIn =O WW a -a, Z w Za0y Q Zz YO a O < LuY Z Q^ W> w0 w LL Q u o L = a ZO¢ Q H J O�,ED Z a O Q = U 0 Z_ H W � 0 � 0 m t2 0 0 z 88 N z w z w w � w w n a W W N Z m A m N w Q PLL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDEDOR REPRESENTED TO BE SUITABLE FOR REUSE BY OMER OR OTHERS ON THE EXTENSIONS OF THE PROJECTOR OR ANY OTHER PROJECT. ANY REUSE WTH0UT WRITTEN VERIFICATK)N OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SFEaRC PURPOSE INTENDED WILL BEAT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNON] ASSOCIATES: AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNON] ASECCIATESFROMALLCLAIMS, DALIAOES.LOSSESAND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT DAWS18001 DATE 201943-05 DRAWING SCALE AS NOTED DRAWN BY DKV APPROVED BY RAM CS002 SHEET 3 OF 20 r J 4 USE: OFFICE V ( / 0!/947 PG 853 �� ') L ) [ I I f4^Ig/MPSTAjI/OA(972A 1 �-`\ EROSION AND SEDIMENT �/� ) !49 947 PG Bid tl I tltAN: 129v � � � TDP.7884z I `/ ! o , I ` CONTROL LEGEND \ sD794.1 Ni.790. \ \ J \\ / }� \ SPP I [ GRATE (798.29) J N.789.07 OU •799. II �) .E7 EX. 10' U&IrY d: 1 r n �OOr=78202 / 1 \� —.\I\ d1T711,1=97M OUT -78&97 .794.;1y f—{ JDRAINAGE ESM'T \\ GRATE (798.82) I " .i i `r\ �L�� Ia=787.10U ` \J ZF"!JL7 PC �_ _ ��AX (78L.22 it ✓ f /J / TDP -70.7.7 ❑ TEMPORARY SCONE O J ( t — 1 ` TDP -78212 — 1 / \ 3.02 CONSTRUCTION EN IRMCE C E ---tom ----- ��---Ra7at.9z- - - _ --� x-7aDn w �J \ \ OUT -78 OUT -78111 �,7 MSP TIM 71 _� -- �� MSP" \I 3.07 INLET PROTECTION P / 1 I v7 DAW140NDRI VE- M'" O I II i / Vim, 3.14 TEMPORARY SEDIMENT BASIN SB \ 4, ✓\ —p Sae"69: 'E 38535' C�mMl'fs.7 faP s7a4or— .v LODIt — _ = T�,� 3.31 TEMPORARY SEEDING W � I IRH� �. � i'' ,i�..._yf7� �� \ rY � \ 91\- /\ \ 20• WATER. OPS I • T-7 4 It'll \ 2C NP • 1 .rAPquy� —lard 1\Itk�Il \ \ \\ 1 1 ) D R4NACE ESM' TT \ 11 ) ( II i^ \'\ �S r)i )I\I\ / 11 r /', El SUPER SILT FENCE SS SSF D81047 PG 853 \ I[I I r 1^ I /� 1 \ `\\\ `` c \✓ \\I j III \ I /J_j / //1 Tserc 1 El LIMITS OF DISNRBANCE ::10 I, r.i \I i �( / ) i I I l I I 1 • S •£ I II' j TS SIT a r v L J^ 4 � Z \�\ C/D P 1/ \ I I 1 I 1 II I I° LANTSOFWBTItU r1 f> .` ;iJ \� t �1 1 I i • \\ i t \ 9) \ 1 II) Sediment Basin notes: (' )I 11 ,L The sediment basin shown hereon is existing. It was W s 9 99H r \ ) a l ) �1 \ I I [ ) / / / ! constructed in 1998 per the original design and was never \ ?�JI \�� 1 f INV Ir 77a9P . I 11L \ v \ I I I f \ I I I J J J P dg 9 1 converted to a detention facility. No modification is necessary A h Ji— ( / I I ,\ O s I I 1 \r ma\\A I , —/ except that the existing outlet culvert is sited shut. This r \\ f 1 I \ / J —/�/ sediment must be removed and a constant slope shall be \� )r\ 1� �/ 1 i O \\ • \\ �1 In �. • I 1 \\ I i I1 '� \ \\ \ ) I ( 1 1 I / / �) / provided to the invert of the existing 42" CMP under Shady Elm ti j \ /i I w ? Road. See Sheets 9 and 10 for details of the conversion into o f o y ,) 1� I I ) \ ) v N / I I 1 1 I1 q 1 0 \ I I I[ I I I) // // a permanent detention pond upon stabilization of the site. l 1 � o ( I � , \1 I II I I \ \/II / 1 I \ / \ LOT 3 ) O cd p.` ?,y, (` —� II I I \...c/r/ Final Design Elevations (1998) J I n f ) /\ 1 1 1 1 1(/tJ/ Ili Top of Dam =788.0 PIN 63-8-3 � it I 11 (i THE DAWSON GROUP( LLC [ \ I 1 I I\ Z N _ I I 1 R I 1 �\ (I r I J 1 1 1 7 / Design High Water= 787.08 (25 -yr) 7 INST. 01806ZO!% 1 17 r , I I p 04 11 1 p I 11 1 Q\\\ 1 1 1 / T 1 1 7 �`�/ Emergency spillway Crest= 786.5 v USe: IJADANT / 7 I "13' ^m; SD I �. ` 1 11 \ % w �m ' \ �'t 1 j I 11 I l I$ W C / 1 I j 1 1 \\ \�} Dewatering gPOrifice Invert = 782.0 \\ t; 44'i \ Cleanout Elevation = 780.75 KW SIA10Nr SEINCEINIERLI�)IW I Q ) 111 1 I 1 11 \ er FxJsnNG euaowc/^ F.F.E.(792.9,)--- � LOT4 ( 1 / j ltit\ 1 I I( I \\ 1\\ -+ 1 p SEER PAD W OPAWE / I PION GR I \ 1 J I f � W/ THE DAW N614 OUP, LLC J / % I[/ I I \ I I I // NG Cv1Ft74CRJG W/DOl]BLE�,\./ a INST.010ao29ze ell I ora\ 1 \ / 1 UNIT. 930009991 �g^ INST. 970913294 r Or Of rmo T � lJ (J I l I� • 1 I IJ I T \ / I 9N / ! I. r r / CE lr r0 i. 1 1\ I I 1 1 \ \ ----_ / I \I J/ Fx I r 1 1 i I 1 4MNLPIMB— _ _ _IT l � I / IiMgs°c IST�t° _ \�^I I \� \ `\ I I I Il [ II 1 I f / Q TS )III , \ 1 1 7 � �T I I � 11 [ E% 20' WATER, $LOPE SIP I I I I I 1 \ \ _ ( LASTS OF46TRUgM,cE ` ^ J r Ill �I I I [ \\ i A1\1 \� I IDS 947 PG a53 �) (I& DRAINAGE ESM'T I _' \ \A `\ `\ )-'_) I �P III I l 1 I / I l l i /`\) I- i t r � 1 J If 1 \� \^ \\ \\_.\\/ \ ,• I 1 _ �_..,..., \ \ �� � �— r, � \111 \ 1I { 1 1 , I / 1 , I (I 1 / / r--- ' T L--- --\ —`__ ~�\\ \\ LOD I I ylT ) T T I ts \I \ _ \\ \ \ \/ �,11 1/ O �--� _�=: —_\_---_... . ; l „-{� fi'\\__ \ / • \ I � ,�,� It \ \ I I ( (( f I 1 It �III : v 1 I '— __ , "_ �� `-` J` `` \-�\ \���^✓\ \`'� ,t �\� r � IIIIIII� \\ ---.i IIIIIII� IIIIIIH� �e IIIIIII� �\ \\\ \\\~ �' / \^\I r \ I �Icc ~It If 1--/ \\ Il \\ L I J ,) 1 1 1 I (I I j \\) , JZZ, =� _— _----�,_—_— \ \_ --, -------_--- J, \ =] +V �,—_�Z�_��� •�� �� _'�O—a=�—_=`�...�.—.��.- _--�_` \-1� `"\.— =c�1'� .�7.t�a—\� '=Ff—Lz _ CT �_�--� I !'\—_a ) / � I I \ � J ��\ �:� __� -••'— __ -`• _�—_�,1.� _. ____-----___ �.\ —^__ \-�\ ~ — _ —� `EDL/M/T ) \ \s =_ —_ —_— '--------- ---- -----� `t\L_, \\ i 1 i i r' ------ ---------- `—` D 40' 80, PERMIT SET GRAPHIC SCALE: 1"= 40' z C50 Q O o TN v � U. O � Yn � N Z Z W c r 3 m W LU 0 Y 0 N U SX^ Z f Ou_� 0 Y O Z mW— 'LLZ EdD Ui LLO Ui FE Z >ma wrW ai 0 tiP,LTH Up L Dim !� NW S o0Z > 0 o ¢ RONALD A. MRSLOWSKY, JR. ES U A N0.20674 W� �0, o .¢191019 o SS/ONAL Z Z J s OU m 0 N ZZ F— Z U (D ag5� Z �> XaO sD �> Z U � Lu (7 W w ¢ I— — x Z a UPJ Z W f Z Z ICCILL!O c$ Y a O Q G N a �> 0-p rc X W o U W > Z W Z Y F W Ogym o (>n o Q ¢_ f" O_ V) W 0 0 m ZZ wU, ss U U m O ZZ U1 u, B a a a a w N w h W C N Z ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWMER OR OTHERS ON THE EXTENSIONS OF THE PROJECTOR ON ANY OTHER PROJECT. ANY REUSE VATHOUT WRITTEN VERIFICATION OR A PTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OMENS SOLE RISK AND WTHOUT UAHILITY OR LEGAL EXP0.5URE TO PENNONI ASSOCWTES', ANDONMER SHALL INDEMNIFY AND HOLD HARMLESS PENNOYI ASSOCIATES FROM ALL Q 1108, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT DAWS18001 DATE 2019.OM5 DRAWING SCALE AS NOTED DRAWN BY DKV APPROVEDBYRAM SHEET 4 OF 20 B- - - `T ` \ - - ♦ LOD INV. 33) \sP \�\ EROSION AND SEDIMENT TRA .Q 1 WV W- W -bl v _ try \ \ Tk W W W TR9 ---`_� �. < CONTROLLEGEND \ I IN 7 z p - \ !@7 4•wp \TEMPORARY STONE 20' WATER, IS OPFEI a ` T=7 \4 \ \ a 1 ( f INV.\\ it Ss \` \\ 3.02 CONSTRUCTION ENTRANCE C E \ & �RAINAGE ES�1' I I 1 OB 947 PG 853 1 INLET PROTECTION P E\�\ 7- I -Ay \� Iota - \ - - - ` - - -- i --� I I j II 1 ! ✓11 \ rl 3.14 TEMPORARY SEDIMENT BASIN SB 3.18 OUTLET PROTECTION O '` ✓r I� -' �, 1 I I �E (1 rl> 1 �� . /� S a 1 � l J ( O I I® I `tel xPP i �I OP ( �\I �\ I I 1 I I II � 1 i� / I / / \ O ®I I 1 I / t 3.20 ROCK CHECK DAM Al / bC/0 Terr Ce I\ I I i I I I I I PS i\ ❑ CD I \/ LIMITS OFDIST#UBAg 00 � 7 �� 01 l \ I I I SII I I I I PS / I I` I I 3.32 PERMANENT SEEDING 1 I II I NI !! / \ 7 (Y. .50) I RP RAP �1 I , I I / (7e4441 % I SOIL STABILIZATION ! I / l i s716:77"3325I I 3.36 BLANKETS AND MATTING '✓ \ C9 I I\ TaiI I I \ Q \ I r Z I I wI I=78,.88 ) > ON i I i \ I I/ i iI 1 I \ \�� ; j El SUPER SILT FENCE SS 5SF �t I I ( )( v / I I \ I I I I �/ \ f 1 1 El LIMITS OF DISTURBANCE LO D /\� s� I (( / I \ I ` „Ln (\ LOT 3 / /i ( T ! I/ O ao / I�-aA. ( .,e) PIN 63-8-3 I E /' i Il r ) e' OI I I� yy I \ 1 , / r-/ I I 1 1 �� I t I I ❑ cRmcu SLOPES THE DAWSON GROUP( LLC I I I ry r l INST. Olr(3002MT 6 I ` I 1 1 1= / I n POND USES' NACANT I / / I / I P I` N_ T szsaq mat rP FROEC Q II I I i I\ I I X m c TO 790 I EryINGTH. I I ( Q I MRanl.emH.+a w / 790. yy pBREyMaR,.TP I 1 .� � 1 I Ea EAMYNR.,] II\ �I 1 \ h \S 1 / 1 NOTES: \�__// i I'° - \ W W I 1. B/M - EC -2 MATTING IS APPROXIMATELY 19,500 SF. IN AREA. ( PUMP STATION / a ' / 1 I "!'_`" I ! 41 W \ I , j 1 I j / /� I V'I �,'.�'' C ¢ y I i j I 2. PROVIDE EC -2 ON ALL SLOPES 4:1 OR STEEPER. 4' PVC SERVICE LATERAL / 0 \ I RIP .� \ V ¢ p ( I I 3. CRITICAL SLOPES TO BE STABILIZED IMMEDIATELY AFTER !rte l / - - 09) 1 r �' II \�^\ �! t I l REACHING FINAL GRADE. II EXISTING BUILDING / 1 /j� / BB- 1 7 I ) F.F.E.(792.94) / 788.33Eh " / / I� A \ ( � 88.67 LOT 4 ( \, D t�pSTER PAD W/OPAQUE ,' PIN 63.8.4 11 Ii D FENCING W/DOUBLE- I m THE DAWSON GROUP, LLC r l QP / I r` I✓ /�✓ 1 INST. 010002028 a` a ,$WING GATE. INST. 030009357 LroNc wux INST. 070013204 /r O8. O , rO rc79t. / / I_ \ I / (� 2:y I I I I I i RIM 72.6.7 .' NU' EX 16 LF 30• HDPE 00.63% 1 +.. i I I 1 I 1 1 \ +- Our i. LANDSCAPING a. 1 I i 11 I I 6` r 30• HOPE @ 0.95%--,, j, � 1 I�� I ,.....: PRM.]�,BO4MAJi:.: ;•:. / � I I � / 1 I I v� %%1.50 IP f 11 P\ ! \\ ExrenNBa,usY \ It 1C 791.40 .50 GRAVELRo \� / 7az.ao 1 \� /••\ I I I 1 \ L(MITS�ISTqtUJAgcI 796. I +. \ I \ \�\✓rj I \\\ \ P � \ � 1 1 % l 1~J LOD f 780. r 798L j l l l O H I' 97e7.v I TO 7N.96 1 60 I rc793.997�'.33 / E 2 ATE LOP 51 TO 797.50 I 0 /��.� ,,\ (✓ _ /��-•\ I I WPP II& AINAE ESM'T I 1 I I r \� LIMITS OFD�STRUpnrvCE \-- `1 ,rte \ rc7ed.a7 I' TO 794.40 �-A"- B 94 G 853 J� SOF flll ( ' 7.00 79e 97 I '`- ` `� r !\'1 <� t i i ( 1 J IrC793.8�� I I 1 \� i �\ T ateo 7�7.,e fvT - i\ // I /? Ill I l Q \ j I I TC 79%.73- I c .98 \ II Tg3C T9 1 \ 1 Y8 7 �i / 1 \ I I 1 30 I\ \ t TO794.e7 '-- `�� ��\ ✓ t I I \\ \_ - \\\ \ 1 TO 7 3 - \ \ T <J '004.- a - - _ - _ \ O \ O TO 79 / \�j 1 LOD III (� f j j I I j BIM ti tl I I l \ I I 1 I� J 11 \ I CD \� 1 I -/ _ ��•_� i6• -y `----- I PERMIT SET z �- W _ Sw �oL�o I y N O Q O 1.N j LL 0 d y Qrn�d m W c Z z 3 W CL K Y 0 1-zxS OLL S O 0 m W Z �LL Jul X Z 8 > , 00". wFw 1 0 OF y m¢m �Q3-'111 z W � r 00Z z > U5 RONALD A. MISLOWSKY, JR. UJ ¢ w A No. 20674 �q o N Po 4-19-2019 o SSIONAL w 07 Q 2 IL Z Z O o !A b IL N Z Z a J z agz� O D_ K CL > X a>Ln � �& W F -¢o O w z�Q Z ON SOUJIU Z D- 0 y U CIS Z Y - oc I- o � w �> w - w BE Q w>W W Q'z D w aoo� �_ wQ Z w z Y F0 F- )- 0 -,gym lL o UB o U) a Q Z O Of 0 o m zz w w f f U N O > U > U Z Z R a a a n VWl N of O N r Z m d, m w `a IL DOCUMENTS PREPARED BY PENNON ASSOCIATES ME INSTRUMENTS OF SERVICE IN RESPECT OF THE PR BET THEYARENOTINTENCEDORREPRESENTED TO BE SUITABLE FOR REUSE BY O ER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. MY REUSE W,THOUT WRITTEN VERIFICATION OR A MTATION BY PENNON ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WU- BEAT ONNERS SOLE RISK AND WITHOUT UABIUTY OR LEGAL EXPOSURE TO PENNON ASBOLYATES, AN DO ER SPPLL INCEMNIFY AND HOLD HARMLESS PENNONI M MIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT DAWS18001 DATE 2019-OUS GRAVING SCALE AS NOTED DRAWNBY DKV APPROVED BYRAM CS2O1 SHEET 5 OF 20 R i LONG TERM MAINTENANCE AND REPAIR PLAN MOWING: ALL GRASSES SHOULD BE MOWED AT LEAST TWICE EACH YEAR. GRASSES SUCH AS TALL FESCUE SHOULD BE MOWED IN EARLY SUMMER AFTER EMERGENCE OF THE HEADS ON COOL SEASON GRASSES. THEY SHOULD BE MOWED AGAIN IN THE EARLY FALL TO PREVENT SEEDS OF ANNUAL WEEDS FROM MATURING. MOWING OF LEGUMES SUCH AS SERICEA LESPEDEZA AND CROWN VETCH CAN BE PERMITTED TO GROW ON THE DAM OR IN ANY PART OF THE EMERGENCY SPILLWAY. LIMING AND FERTILIZING: THE SOIL SHOULD BE SAMPLED ACCORDING TO RECOMMENDED PROCEDURES AT LEAST ONCE EVERY 4 YEARS. THE SAMPLE SHOULD BE TESTED AT A QUALIFIED SOIL TESTING LABORATORY (SUCH AS THE ONE AT VPI&SU). LIME AND FERTILIZER SHOULD BE APPLIED IN ACCORDANCE WITH RECOMMENDATIONS BASED ON THE TESTS. REPLANTING AND OVER SEEDING: IF VEGETATION COVERS LESS THAN 40% OF THE SOIL SURFACE, LIME, FERTILIZE AND SEED IN ACCORDANCE WITH CURRENT RECOMMENDATIONS FOR NEW SEEDING. IF VEGETATION COVERS MORE THAN 40% BUT LESS THAN 70% OF THE SOIL SURFACE, LIME FERTILIZE AND OVER SEED IN ACCORDANCE WITH CURRENT RECOMMENDATIONS. REMOVING TRASH AND DEBRIS: TRASH, LITTER AND VEGETATION (OTHER THAN GRASS) WILL BE REMOVED AS NEEDED (BUT NO LESS THAN TWO TIMES PER YEAR) TO PREVENT OBSTRUCTION TO THE FLOW OF WATER, TO PREVENT MOVEMENT OF TRASH AND LITTER TO DOWNSTREAM PROPERTIES, TO MAINTAIN THE INTEGRITY OF THE STRUCTURE, TO PROVIDE AN ATTRACTIVE APPEARANCE AND TO MINIMIZE WATER POLLUTION. REMOVING SEDIMENT: SOIL MATERIALS (INCLUDING CLAY, SILT, SAND AND GRAVEL) WILL BE REMOVED BEFORE THE DETENTION POOL LOSES 10% OF THE DESIGNED STORAGE CAPACITY. SEDIMENT DISPOSAL: SEDIMENT DISPOSAL SHOULD BE IN ACCORDANCE WITH CURRENT PROCEDURES FOR DISPOSAL OF SEDIMENT. WHERE REQUIRED BY THE APPROPRIATE AUTHORITIES, THE SEDIMENT WILL BE TESTED FOR APPROPRIATE POLLUTANTS AT THE OWNER'S EXPENSE BEFORE IT IS REMOVED FROM THE POND. REPAIRS: REPAIR SLIDES, SLUMPS AND ERODED AREAS PROMPTLY AND IN A WORKMANLIKE MANNER TRASH RACKS, PIPES, HEADWALLS, ETC. WILL BE MAINTAINED, REPAIRED AND/OR REPLACED AS NEEDED TO MAINTAIN THE INTEGRITY OF THE STRUCTURE. EXPOSED METAL SURFACES WILL BE PAINTED TO MINIMIZE DAMAGE DUE TO RUST. MAINTENANCE INSPECTIONS: THE OWNER WILL BE RESPONSIBLE FOR INSPECTING EACH STORMWATER MANAGEMENT STRUCTURE AFTER EACH SIGNIFICANT RAINFALL. ONCE EACH YEAR A REPRESENTATIVE OF DEQ WILL JOINTLY INSPECT EACH STORMWATER MANAGEMENT STRUCTURE. APPROPRIATE ACTION WILL BE TAKEN TO ENSURE APPROPRIATE MAINTENANCE. ALL MAINTENANCE COSTS WILL BE BORNE BY THE OWNER. WHERE STRUCTURES ARE TO BE MAINTAINED BY MORE THAN ONE PARTY, ALLOCATION OF COSTS WILL BE IN ACCORDANCE WITH TERMS SET FORTH IN THE MAINTENANCE AGREEMENT. KEYS TO LOCKED ACCESS POINTS SHALL BE AVAILABLE TO DEQ PERSONNEL UPON REQUEST. MAINTENANCE RECORDS: THE LANDOWNER, OR SOMEONE DESIGNATED BY THE LANDOWNER, SHALL INSPECT THE DETENTION POND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT OF ONE INCH OR MORE OF RAIN. THE OWNER OR THE DESIGNEE SHALL KEEP WRITTEN RECORDS OF THESE INSPECTIONS. THE RECORDS SHALL ALSO INCLUDE MAINTENANCE AND REPAIRS PERFORMED. COPIES OF THESE RECORDS SHALL BE PROVIDED TO THE TOWN UPON REQUEST. THE WATER QUALITY FEATURES SHALL NOT BE MODIFIED IN ANY WAY WITHOUT PRIOR APPROVAL BY DEQ AND FREDERICK COUNTY. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". PULVERIZED AGRICULTRUAL UMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE OF 92 LBS. PER 1000 S.F. (2 TONS PER ACRE). FEITTIUZE WITH 10-20-10 AT A RATE OF 12 LBS. PER 1000 S.F. (500 LBS. PER ACRE). SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% KENTUCKY BLUEGRASS APPLIED AT THE RATE OF 200 IBS. PER ACRE. PROJECT DESCRIPTION THIS SITE IS LOCATED IN FREDERICK COUNTY, VIRGINIA SOUTH OF THE CITY OF WINCHESTER. IT SITS BETWEEN DAWSON DRIVE AND ROUTE 37 AND TO THE WEST OF SHADY ELM ROAD. THE DAWSON PARKING EXPANSION PROJECT INVOLVES THE CONSTRUCTION OF AN ASPHALT PARKING LOT WITH CURB AND GUTTER. 184 NEW PARKING SPACES ARE PROPOSED. ASSOCIATED GRADING, LANDSCAPING AND STORM DRAIN IMPROVEMENTS AND AN EXPANSION OF THE EXISTING STORM WATER MANAGEMENT POND ARE PROPOSED AS WELL. THE LAND DISTURBANCE FOR THIS PROJECT IS 3.12 ACRES. EXISTING SITE CONDITIONS THE EXISTING SITE AREA IS 6.57 ACRES. THERE IS CURRENTLY AND OFFICE BUILDING AND SURFACE PARKING ON SITE. THE SITE GENERALLY DRAINS FROM WEST (ELEV. 806) TO EAST ELEV. (780) TOWARD THE EXISTING SEDIMENT BASIN. SLOPES RANGE FROM <1.00% TO 50%. ADJACENT PROPERTY THE PROPERTY IS BORDERED BY ROADS ON 3 OF ITS 4 SIDES. TO THE NORTH IS DAWSON DRIVE, TO THE EAST IS SHADY ELM ROAD, AND TO THE SOUTH IS ROUTE 37. THE PROPERTY TO THE WEST IS VACANT BUT ZONED Ni OFF-SITE AREAS OFF-SITE AREAS FOR THIS PROJECT WILL INCLUDE SOME GRADING IN THE SHADY ELM ROAD RIGHT OF WAY, THE DAWSON DRIVE RIGHT OF WAY AND SOME PARKING EXPANSION AND GRADING ON THE PROPERTY TO THE WEST WHICH IS ALSO OWNED BY THE DAWSON GROUP. SOILS AND GEOLOGY THE USDA SOIL SURVEY MAPS THE PREDOMINANT SOILS FOR THIS SITE ARE 5B CARBO SILT LOAM WITH 2 TO 7% SLOPES (HSG D) AND 6C CARBO-OAKLET SILT LOAMS WITH 2 TO 15% SLOPES (HSG D), 5B SOILS HAVE SLOW PERMEABILITY, VERY HIGH RUNOFF, HIGH SHRINK -SWELL POTENTIAL AND MODERATE EROSION HAZARD. 6C SOILS HAVE SLOW PERMEABILITY, MEDIUM RUNOFF, HIGH SHRINK -SWELL POTENTIAL AND SEVERE EROSION HAZARD. CRITICAL AREAS CRITICAL AREAS, IF ANY, ARE MARKED BY A STAR AND CONSIST OF 2.5 OR 3:1 SLOPES. THESE SLOPES HAVE THE POTENTIAL FOR GREATER EROSION AND SHALL BE IMMEDIATELY STABILIZED AFTER REACHING FINAL GRADE. AN EXISTING MAJOR DRAINAGE CHANNEL IS LOCATED JUST TO THE SOUTH OF THE LIMITS OF DISTURBANCE AND WORK AREA. CONTRACTOR IS TO INSURE THAT NO SEDIMENT LADEN RUNOFF IS TO ESCAPE THE PROJECT AREA INTO THIS CHANNEL. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES SHOWN ON THE PLANS INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. PHASE I: CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE PHASE I PLAN TO PREVENT MUD AND DEBRIS FROM BEING TRACKED ONTO ROADWAYS. SUPER SILT FENCE WITH WIRE SUPPORT SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. INLET (3.07) AND OUTLET PROTECTION (3.18) SHALL BE INSTALLED AS SHOWN. SEDIMENT BASIN (3.14) - A SEDIMENT BASIN EXISTS ON SITE AND SHALL BE UTILIZED TO DETAIN SEDIMENT -LADEN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT. THE SEDIMENT BASIN WAS CONSTRUCTED IN 1998 PER THE ORIGINAL DESIGN (ORIGINAL CALCULATIONS ARE PROVIDED IN THE SWM REPORT). ASBUILT CONDITIONS INDICATE THAT THE BASIN WAS CONSTRUCTED WITHIN ACCEPTABLE TOLERANCES AND SHOULD FUNCTION AS ORIGINALLY DESIGNED WITHOUT ANY MODIFICATIONS EXCEPT THAT THE EXISTING OUTLET CULVERT IS SILTED SHUT. THIS SEDIMENT MUST BE REMOVED AND A CONSTANT SLOPE SHALL BE PROVIDED TO THE INVERT OF THE EXISTING 42" CMP UNDER SHADY ELM ROAD. PHASE II: ALL CONTROLS INSTALLED IN PHASE I SHOULD REMAIN UNTIL THE SITE IS STABILIZED. ADDITIONAL INLET (3.07) AND OUTLET PROTECTION (3.18) SHALL BE INSTALLED AS SHOWN. ROCK CHECK DAMS (3.20) SHALL BE CONSTRUCTED TO SLOW DOWN RUNOFF AND REMOVE SEDIMENT ALONG THE SWALE. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. SOIL STABILIZATION MATTING (3.36) SHALL BE INSTALLED AS SHOWN. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. SOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DAMS, DIKES, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, IMMEDIATELY SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. SEEDING REQUIREMENTS PERMANENTSTANLRATION.ALL O/STURBEOAREASNOTPAVEO WILL RECENE 71SMPCRARYSTABILAZA770N.-SEEDING TOST481,12EDAREIISLEFTOENUDEDPOR ATA MINIMUM4'OF TOPSOIL AMOSESEEDEDASFOLLOWS' MORETHANSEVSNDAYS, B[?NOT>ETATF/NAL GRADESN4LL SEASFOLLOWS 2WLB.S TALL FESCVEPERAC. BOLBS. GERM4NMIUETPERAC. (MAY IWUSEPTEMBER) 2OLBS ANNUAL RYEFERAC 80LBS. ANNUAL RYEPERAC. (OCTOBER IMWAPAX) JORTLBS. f470-2DFER7X12FRPERAC 45OLM.. 14742DFER7UZERPERAC. 3 TOVSAORICULTURAL LIMESTOWEPERAC. 3 TOWSA(GRICULTURAL LIMESTONEPERAC. 17DASSTR4WM%f.CIyPERAC. 270ASISTR41VMULCHPERAC. m MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. 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. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 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)APPUCABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 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 PAVED 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. 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 SOILS AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.( ESCH) ANY CHANGES MADE TO THIS PLAN MUST BE RESUBMITTED FOR APPROVAL WITHOUT EXCEPTION. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING- SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32 OF THE VESCH. PERMANENT STABILIZATION IS DEFINED AS 90% UNIFORM COVERAGE ON THE ENTIRE SITE, ABILITY TO INHIBIT EROSION AND MATURE ENOUGH TO SURVIVE, INCLUDING 2-3 INCH CUTTINGS. PHASES OF LAND DISTURBANCE ACTIVITIES 1- MANDATORY PRE -CONSTRUCTION CONFERENCE SHALL BE SCHEDULED AS REQUIRED BY REGULATIONS. 2. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. 3. INSTALLATION OF ALL PHASE I EROSION & SEDIMENT CONTROL DEVICES. 4. OBTAIN COUNTY INSPECTOR APPROVAL. 5. ROUGH GRADE SITE. 6. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 7. REMOVE ALL EROSION & SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. 8. CONVERT SEDIMENT BASIN INTO FINAL SWM MANAGEMENT POND CONFIGURATION. TABLE 3.31-0 (Revised June 2003) TEMPORARY SEEDING SPECIFICATIONS WICK REFERENCE FOR ALL REGIONS • Apply 10-10.10 fertilizer at a rate of 4b01bs. /acre (or 101bs. / 1,000 sq. fl.) • Apply Pulverized Agricultural Limestone at a rata of 2 trmslecm (or 9010s. 11,000 Bq. ti) • A"test is necessary to determine the actual amount of Ilene required to adjust the soil pH of she. - Incorporate the lime and fertilizer into the top 4-6 inchx of the soil by disking or by other means. - When applying Slowly Available Nitrogen, use rates available In Erosln 8 Sediment Gonad Techn TABLE 3.32-C (Revised June 2003) PERMANENT SEEDING SPECIFICATIONS FOR APPALACHIAWMOUNTAIN AREA SEED APPLICATION DATES SPECIES APPLICATION RATES APPLICATION Sept 1 • Feb. 15 50/50 Mix of Annual Ryegrass (IoIWm muk4 tlomm) &Cereal (Winter) Rya (Secale cereals) 50-100 0ba/ane) Feb. 16 -Apr. 30 Annual Ryegram(Idium muk4orvm) 60 - 100 (Ibsmcni) May 1 -Aug. 31 German Millet 50 (Ibs/acre) • Apply 10-10.10 fertilizer at a rate of 4b01bs. /acre (or 101bs. / 1,000 sq. fl.) • Apply Pulverized Agricultural Limestone at a rata of 2 trmslecm (or 9010s. 11,000 Bq. ti) • A"test is necessary to determine the actual amount of Ilene required to adjust the soil pH of she. - Incorporate the lime and fertilizer into the top 4-6 inchx of the soil by disking or by other means. - When applying Slowly Available Nitrogen, use rates available In Erosln 8 Sediment Gonad Techn TABLE 3.32-C (Revised June 2003) PERMANENT SEEDING SPECIFICATIONS FOR APPALACHIAWMOUNTAIN AREA SEED LAND USE SPECIES APPLICATION RATES to) W Tell Fescue' 90-100% Minimum Care Lawn Perennial Ryegmss2 0-10% (Commercial or Reakentiall Kentucky Bluegrass' 040% SLOT &MAV. 44Ca RATTER m TOTAL: 200.2501bs. CIECN YOr ANCHOR SLOT Minimum of three(3)up to five (5) varieties 1FNMIL FIXD Hiuh-Melntenance Lawn of Kentucky Bluegrass from approved list TOTAL: 1251bs. 2" M. for use in Viminis' HRID I-Zx Tell FIDI 1281ta. -"'11 V MNL. Red Top Gress or Creeping Red Fescue 21Its. General Slopa (m or less) Seasonal Nurse CGEPD20 Itia. I LLHW XZ TOTAL: 150 Its. rtrry ro 2^ Tall Fescue' 1 D81bs. wrjf 1. 10 2" I. KYRObMTE 200 STAPLES REIXMnD PER ♦'X %25'ROLL. Red Top Gress or Creeping Red Fescue 2Its, Low-Merltenance Slope Seasonal Nurse Crop% 20 Its. (Sleeper than 311 ro ❑ < aBNxe +. STML[s rolMf'U FRpI NO, 6 srEEl UU<0. UJ CammYetch4 ZLIZIL nearox SOOAL. '�E' STAPLING DIAGRAM FLFENGTTH FOR on[R STAPLE CUT OR FILL SLOPE INSTALLATION TOTAL: 150 los. 1 - When selecting varieties of Wrfgmsa, use the Virginia Crop Improvement Association (VCIA) recommended turigram vadetyIlat. Quality seed will bears label Indicating that they are approved by VCIA. A current turfgrsss variety list is available at the local County Extension office or through VCIA at 804-746 48M or at hhp9/suden.cess.N.edu/htr l[Turiduri/publicetions/oublimbom2.Mml 2 - Perennial Ryegrass will germinate faster and at lower soil temperatures than Tall Fmcues, thereby providing cover end erosion resistance for Seedbed, 3 - Use seasonal nurse crop in accordance with seeding dates as stated below: March, April - May 15" ........................ Annual Rye May16N-Augustle ......................... Foxtell Millet August 18 -September, October ........... Annual Rye November - February ............................. Winter Rye 4 - Ail legume seed must be property inoculated. If Flalpse is used, increase W 30lbs/acm. I Weeping Lovegrass is used, include In any slope ar low maintenance mixture during warmer seeding periods, Increase W 30 40 Relations. e Apply 10.20-10 fMllizar at a rata of 500 Ibs. / acre (or 12 fibs. 11,000 sq. fL) e Apply Pulverized Agricultural Limestone at a rate of 2 tonslacre (or 90 Its. 11,000 sq. ft.) -A soil teat is necessary to determine the actual amount of lime required W adjust Bre soil pH of site. - Incorporate the lime and fertilizer Into the top 4-6 Inches of the soil by disking or by other means. - When applying Slowly Available Nitrogen, use rates available in Erosion S Sediment Control Techr 2016 ROAD & BRIDGE STANDARDS EC -2 M _ mz•• uuL P ANCHOR MDr b to) W q I 6EN,ER ROM MAY BE ED U) RFSHE.YCP[ , I 5 LE4 THAN 4'1 LEW T '-LT. SLOT &MAV. 44Ca RATTER m NAM. STEEPER THAN 4.1 CIECN YOr ANCHOR SLOT � T 1FNMIL FIXD ' ' ENE Na Ela XkITS TO W ,bNT BF OVFM.YPm 2` MMYIII 2" M. m' Y I_ Of QUQ SY^ HRID I-Zx N LAS VRNC2 PARIS EACHSTRP ALTERNATE SPAfAL. TERMINI FOLD O u-� -"'11 V MNL. O v �R ❑ ZL I LLHW XZ CHECK SLOT JUNCTION SLOT rtrry ro 2^ NOTES: myW ❑ O�PLTH wrjf 1. 10 2" I. KYRObMTE 200 STAPLES REIXMnD PER ♦'X %25'ROLL. JUNCTION SLOT 2. WCmpR MOTS JAICT" MOTS N,D OEC% Mrs 10 SE BWCp 6' TO q" No vlRueL[. N01M S.Yb. SFNx16 C -C CHECK MOTS GME EDRF II. vxn♦ac- f YOPE 4% OR LESS 50YOPE srEdEll cola 4x ro ❑ < aBNxe +. STML[s rolMf'U FRpI NO, 6 srEEl UU<0. UJ PLAN VIEW B• ST.wLE MIMJM LENGTH ❑ N nearox SOOAL. '�E' STAPLING DIAGRAM FLFENGTTH FOR on[R STAPLE CUT OR FILL SLOPE INSTALLATION DITCH INSTALLATION GENERAL NOTES+ L ROLLED IGOSON CONTROL WOP,CT 5 TO E LOCATED AS tpCATED ♦ FOR SWRCES OF IPPROVEO MATERIAL SEE VOOT4 APPROVEDPROpKTS HS, ON THE RNK N A ORDNKf WITH THE pERSO16 SPECIFIED ON TYP:CN SECTION. FOR CC -2 wlERvlS TYPES L 2, S. OF 4. %. "T-TCP-s1APLES OR OTHER MAN TURERDESIGN S DESAPPROVED BY THE ENCIEFR WY BE SBm,ITUTED FOR THE STIFLES SROM, 3. van. OF WrEPoN WY VNnY FR. MXYN fefNSltlN BY NCREMFNTS OF 4 OR 5 MET, A COPY OF TIE ORONN YNED AND WINED MAWNC IS ON FILE N THE CENTRAL OFFICE XV°oT ROLLED EROSION CONTROL PRODUCT SPECIFICATIONREFERENCE ROAD AND BRIDGE STATDNDS PROTECTIVE COVERING INSTALLATION CRITERIA a- �> X i y -7, V/ J W I- rc❑ J aw c�WW� °Q 0_ SHEET L OF , REVISION DATE 071% (TEMPORARY OF TaNNSSPORTATNN vaceN TO PMTWW E GDG ns.oz 2016 ROAD 6 BRIDGE STANDARDS PERMIT SET Z M l- to) W uD ED O F ED U) V y w Co Qa m Z Z�3SO lL c� /\ �i Z W a � m' Y I_ Of QUQ SY^ I-Zx O u-� O mWZ ❑ ZL LLHW XZ >ma myW ❑ O�PLTH OF N 'xm L f? , W W 000 y ro ❑ < RONALD A. MI.SLOWSKY, RL UU<0. UJ • 0 No. 20674 ❑ N �4 �a� ¢f,-2019 ❑`YS)ONALG W > 9 of Z O N Z O p O p N (/) J < Z Z<r Q Z drc� a- �> X i y -7, V/ J W I- rc❑ J aw c�WW� °Q 0_ Z a Z W z Z ZC) O mYN/0�_a WUJ 1 <> W Y a2 0 Z LU UJ Cl�> ❑ U QUJ < Q ZF00 W I -J Q U) m V% Z ❑ 0 x Z M Q Q Z O W O W 0 0 m Z Z 2 U U O UU Z Z N a> L W B a a W a 0 w 0 w m N w o: r Z A < ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROTECT. THEY ARE NOT INTENDEDOR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT ORONANY OTHER PROJECT. ANY REUSE w1THOUT WRITTEN VERIFIC9TION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPEOFIC PURPOSE INTENDED WILL BEAT OWNERS SCLE RISK AND WITHOUT UABIUN OR LEGAL EXPOSURE TO PENNONI ASSOCIATES: AND ONNER SHALL INDEMNIFY AND HOLD HARMLESS PENAONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM PROJECT DAWS18001 DATE 2019-03-05 DRAWNG SCALE AS NOTED DRAWN BY DKV APPROVED BY RAM CS202 SHEET 6 OF 20 91 STONE I IENTRANCE •1 s- 'ae HAN VIEW TV M EXISTING o m SSF [ 7 I`C' r7l Q LL i stiff!.u1..e!..e!:ee I`.s= S.M. d aM) M IiIn ILLI II II II II II II h , To Z W c /\ 0�3� SIDE FLEVATION � a GROTHD FILTER CLOTH CHAIN LIN( FENCING � Y O FLOW FILTER CLOTH vASHR AD' IG HIS, IT 16' MIN IST LATER BE m W _ WW FILTER CLOTN� I IIIbj EXISTING nrarMEIl Ari£. PPAMEHENT Ir' W'x > ED ED W ED 0 DRAINAGE \s: TO- MIN COURSE AGGREGATE To B :RNEENT 010 MUs" FSTEND FEEL DTH m ¢ RONALD A. MISLOWSKY, JR. OF INGRESS AND EGRESS PLAN VIEW o N OPEENVION ¢ `y`y10NAL LAX 11 Q r•r••t•••t•.P.TIVE .at.r.tr.r.,. ME 1=11=11.:..:.....:..:..:..i...:..:..:..:..:..:..:.- 11=11=11-•T.y}�1�$�1S'l.VR•ii:�BN$�1�?VPME Z Z a �' z Q Q U a Z > IL> N O J K x W J III WZdo U jW SECTIONFILTER Z dU Z z Y O a W a 3 O WW �l1 Q W C W O W a p U W W> ZW O U U) F w m Q Z Qr � � m Q 0 /Jt // v 0 W CuRNEUE SPACE SECTIONREINFORCES O SMIM ADAM Sea 1913 thi Slffia irSdmd, dSdm CmhLmiVa MW PIPE OUTLET CONDITIONS AI SILT FENCE DROP INLET ,,, FRAME E X 4 DROP DIET TWIN GRATE u• MAX )T'� YI�n =lam a13TIEA U U AT AT WtFRt PERSPECTIVE VIEWS ^ STAKE rAHRS 10gI) �e 1 ELEVATION OF STAKE AND FABRIC ORIENTATION DETAIL A SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING I C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. Phr1AL1 MLIMKCbm odSdr Co"Ph cod Dd.MmiLIM MOUTLETTOFLAT UtfiA Wl'IH NO DEFWED aurvlueL Ns-t��I I1411 •1 s- 'ae HAN VIEW STANDARD SYMBOL •-. o m SSF [ 7 I`C' r7l Q LL i stiff!.u1..e!..e!:ee I`.s= S.M. d aM) M To Z W c /\ 0�3� YITN I LAYER DF � a POSTS FILTER CLOTH CHAIN LIN( FENCING � Y O ROCK CHECK DAM 2-10 ACRES OF DRAINAGE AREA: 1 R GRAVEL ., , INLET SEDIMENT FILTER ;.tet;z=(e.:�:.;.�3;?,!►:. RUNOFF WATER t� ftp .� 1��� 111•�f��� Iii i-jTE FILTURED RATES �iWIRE MESH 1w��Dlrr rr 111111-u�. �_A. .•�—• � ., - =���==_=1W =liu�--_v -�II�I V c RM CURB INLET SPECIFIC APPLICATION I . ) OF ONLET PROTECTION IS APPLIECABLE AT CURB TNHI PONDING •. OF IE STURCTURE IS NOT LIKELY TO CAUSE ENODNVENIDENCE OR DAMAGE TO ADUACENT STRUCTURES AND UNFROTECTED - GRAVEL, SHUAJI BE VIDOET #3, #357 OR 5 COARSE AGGREGATE. PLATE 307-1 SOURCE: VA. DSWC Source: V. DSWC Pha 3.1&1 SOURCE: VA. DSWC PLATE. 3.20-1 PLATE 3.07-6 I SUPER SILT FENCE I NOTE, PENCE POST SPACING SINLL NOT EXCEED 10' GENTER TO CENTER GRQ1N0 SURFACE F / 21/E• DIAIETER ROV GALVANIZED LININ LINK FENCE R( ALWINIM MINIMUM 36' MINIMUM S' MINIMUM eIF MULTIPLE LAYERS ARE Or, a) B- Z STANDARD SYMBOL REQUIRED TO ATTAIN 42' o m SSF [ 7 Construction Specifications Q LL N Vi d aM) M To Z W c /\ 0�3� YITN I LAYER DF � a POSTS FILTER CLOTH CHAIN LIN( FENCING � Y O FLOW FILTER CLOTH 34• MINIMUM F- 0 u- S 16' MIN IST LATER BE m W _ WW FILTER CLOTN� EMBED F[LTER CLOTH 9' MINI" INTO GROtrND W'x > ED MINIMUM 36' MINIMUM S' MINIMUM eIF MULTIPLE LAYERS ARE Or, a) B- Z STANDARD SYMBOL REQUIRED TO ATTAIN 42' o m SSF [ 7 Construction Specifications Q LL 1. Fercing shall be 42' In height amid construcied In accordance with ton latest VMT 0etal Is £o• Chain LIM Femcum,. 2. CMIn IIN( fence shell be fastened securely to the fence posts with sire Iles. The tower terlslom wire, brace and truss rods, drive anchors am post caps ore not raw ad except an the ends oP the fence. 3. Filter cloth shall be fastened securely to the chalo LIN( £erica with it.. spaced every 2Y at the tap aM old settlor. 4. Fl liar [trim shall be . Aximaed o n1n1. of B• Into the grana. 5. When two sections oa filter cloth adjoin each older, they shall be overtopped by 6' and folded 6. Maintenance shot[ be parfornM os M• d and slit buildups removed when 'bulges' develop In the sit fence, or Mien slit reacMs 5OX of farce Might 7. Fliter cloth AML[ be fastened vac r, y to each farce post with were ties or stoplea at top and old section anon shall rest the fol bring reaul'ime nts for Gateztile Class F, Terwl Is Strength 30 Ibs/in (nln ) Test MSMi 509 Tensile Hioutus 20 lbs/m (min ) Test MSMT 509 Floe Rate Q 3 gal/ftr/nimurbe (rax.) Test MSMT 322 Fl ltermi; Efficiency 75X (elm ) Test MUT 322 MINIMUM STORAGE VOLUME AND SEDIMENT STORAGE 67 C.Y./ AL: DRI STORADE DEWATENNC — DEVICE 67 C.Y.AC. SEDIMENT CIFANDUT POINT C ,rcSY ACREnE) PourCe: VA DSWC. Plate 3.14-1 VA DEG STORMWATER DESIGN SPECIFICATION NO, S BIORETENTION sae+Haw i I M V y _. Figure 91 Pre-Treaanent-Gravel Flow Spreoderfor Concentrated FIGHT, SECTION 5: PHYSICAL FEASIBILITY & DESIGN APPLICATIONS 5.1 Physical Feasibility Biorclention can be applied in most soils or topography, since runoff simply percolates through an engineered soil bed and is returned to the slormwater system. Key constraints with bioretention include the following: Available Span. Planners and designers can assass the feasibility of using biorctenlion facilities based on a simple relationship between the contributing drainage area and the corresponding required surface area. The biorcrention surface area will be approximately 3% In 6% of the contributing drainage area, depending on the imperviousness of the CDA and the desired biorctenlion design level. Site Topography. Bicretention is best applied when the grade of contributing slopes is greater than 1% and less than 5%. Version 1.9, March 1, 2011 Page 13 of 54 PERMIT SET U Or, a) B- Z o WO o m ODI�o Q TN Q LL N Vi d aM) M To Z W c /\ 0�3� ■i Z Z � a W � � Y O gXg I F- 0 u- S 0 }Qz m W _ WW GO! LU W'x > ED ED W ED 0 AJH OF, UU � �C �Ww 010 > m ¢ RONALD A. MISLOWSKY, JR. ¢ ED No.20674 <v� o N nom ¢49-209G� ¢ `y`y10NAL J_ Q W Z c J R Z Z a �' z Q Q U a Z > IL> N O J K x W J III WZdo U jW W w —a¢, O w Z dU Z z Y O a W a 3 O WW �l1 Q W C W O W a p U W W> ZW O U U) F w m Q Z Qr � � m Q 0 /Jt // v 0 W o O m t2 �2 w w f f � 8 U O UY Zz ) V>1 ED all y x KR ED w a wLEEQ_ W SN LI K R N Z m m w d G d A D ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES PRE INSTRUMEMSOF SERNCE IN RESPECT OF THE PROFIT. THEYARE NCTINTENDEOOR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE ENTENSONS OF THE PROJECT OR ON ANY OTHER PROJECT. PNY gELISE WITHOUT WRITTEN VERIFICATION OR PMPTATIQY BY PENWNI ASSOCIATES FOR THE SPECIFIC PURPGSE INTENDED WILL BEAT OWNERS BOLE RIM AND WITHOUT UABNTY OR LEGAL EXPOSURE TO PENNON I ASSOCIATES. AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNON ASSOCIATES FROM ALL CLAIM$ OMIAGES, LOSSESANO EXPENSES MISSING OUT OF OR RESULTING THEREFROM. PROJECT DAWS18001 DATE 2019-03-05 DRAWING SCALE AS NOTED DRAWN BY DKV APPROVED BY RAM CS203 SHEET 7 OF 20 W/OPAQUE W/DOUBLE— I 811. Q I I I I I I I I I I I I I I I I I I I I i i — R oohTED- powER POLE { rfiAN51TI TO ro EXISTING BUILDING F.F.E. (792.94) LOT 4 PIN 63-8-4 THE DAWSON GROUP, LLC INST. 010002028 INST. 030009351 INST. 070013204 CONC. WALK Z 0 _J ry� M W U E0 /o C6 V Z � � N W —PUMP STATION 4" PVC SERVICE LATERAL N m P(ROOF DRAIN) INV. O • S 63 I EX 1B LP 30' HDPE 0 0.33% >. N � § LL ( oTRANSITION TRANSITION �v 07.73 07.63 TO #MLP 6" LANDSCAPING 6„ Lu REVERSE PRDP.5'CONC.SIDFVIALK• N >. n EX. 44 LP 3m HDPE 00.95% u I .GUTTER R -- EX 158 LF 30'HDPE0O.B7% Z17 INN= I _T NV. (765:66) — - O LL W s 2000 P: _F 8 2 ID F 1 M O OF y M D OD tip3JH L c 000 I I •. ) A No.20674 4 w o N I I II I I iYP. SS70NAL 2 • REMOVE EXISTING FH ASSY R Z Z"I z Q 2 U 7 EL K F J> AND FURNISH TO FW II :. n w Ww Q O w 2(y 5:. INSPEC70R: S TRANS Q Zwz� h TO. INSTALL NEW FH ASSY AND TO -T 4SIr ON _ IP. REVERSE R5C o GUTTER _ :GLITTER U VATOTO I' E „TIER 19 33 I - 2.ELEC ( f N I U U O 3 n 1�zz w w REVERSE GUTTER I Q O >. N Q § LL ( oTRANSITION TRANSITION TO Z W c r TO z REVERSE Lu REVERSE 0: Y GUTTER Z a .GUTTER OLL9 ---- I I I - O LL W s 2000 I I 2406 m o R 2 ID F 1 M O OF y M D OD tip3JH Nw c 000 I I z D ¢ RONALD A MISLOWSKY, OR. A No.20674 4 w o N I I II I I 8 SS70NAL 2 I I R Z Z"I z Q 2 U 7 EL K F J> X > N J x II :. n w Ww Q O w TRANSIIlON. 5:. �Y 1 UJ o I..L w W �/�� Q w Lu w% V/ 0 W a O 0 UJ Q Zwz� h TO. TRI 4SIr ON _ REVERSE o GUTTER VATOTO I' E „TIER 33 I - ( f N I U U O 3 1�zz w w x 11h, G. F.S. a G.F.S. I 7CONG. CURB GFS. FLUME TYP. I I I I I I I MI 16) fur slKuc;l rct=780.35 fi- I I I 1 - _ INV 18" CP=779.32 � I 6" ORIFI CE= 781.88 _ I I �I I � I I I I IN I I I I I I I I I IEYL SWM POND I I I ROCK OUTLET PROTECTION STANDARD EC -1 TYPE I MIN. APRON LENGTH = I3' MIN. UPSTREAM WIDTH =7.5 I MI N. DOWNSTREAM WI DTH=13' MIN. ROCK SIZEDm=8' 1 MIN. THICKNESS =B' UNDERLAY WITH GE07EXTILE I � I RIP RAP I �rr �...� �II I I I � I I II I I I I � I � I I � I I II I I I � I I �I I � I � I ;I I � I I � I I � I I � I DR I I EX, 20' WATER, SLOPE I& DRAINAGE ESM'T DB 947 PG 853 1 I � I I I I I 2' SURFACE COURSE (SM 12.54) 8' DENSE GRADED STONE (218) Kl������������ COMPACTED SUBGRADE I I I ASPHALT PAVEMENT I NTS I 1• +• 4' CONCRER: 4' DOM GAMED SM (2113) I CONCRETE SIDEWALK p ITION vi�Yr writ ml I w I PERMIT SET Lu H 0 N O Q O >. N Q § LL tAainm d N Z W c r m z 0 Lu 0: Y Z a OLL9 O 0 2 M W_ - O LL W x20 >ma ID F 1 M O OF y M D OD tip3JH Nw c 000 Y z D ¢ RONALD A MISLOWSKY, OR. A No.20674 4 w o N �q,� ¢>9-10>9G O SS70NAL p N s U) N Z Z"I z Q 2 U 7 EL K F J> X > N J x LU H aw❑ Z a F Z J = n w Ww Q O w Z d v J 0 z Z N a Z - �Y 1 UJ o I..L w W �/�� Q w Lu w% V/ 0 W a O 0 UJ Q Zwz� h O� m o Q 0 m f f N U U O w w a a a a s s a N Z m d m � w o ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMEWS OF SERVICE IN RESPECT OF THE PRWECT. THEYARENOTINTENDEDORREPRESENTED TO BE WITH&E FOR REUSE BY ONNER OR OTHERSON THE EXIENSONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENJONI ASSOCIATES FOR THE BRED FIC PURPO&E INTENDED WILL BEAT ONNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNON ASSOCIATES; AND DINNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT DAWS18001 DATE 201&03-05 DRAWING SCALE AS NOTED DRAWN BY DKV APPROVED BY RAM CS300 SHEET 8 OF 20 I I I To f \ I 1 / �J F /1 RIM (7192.90 HT n' F r EXISTING BUILDING F.F.E. (792.94) � £ p LOT 4 I PIN 63-8-4 / THE DAWSON GROUP, LLC INST. 010002028 Jet'. INST. 030009351 \ I SIDECONC Q I �g5 �g1 INST. 070013204 I I CONC. WALK I I I o ng3d�gti� IF CD RIM 7 2.63 \ EX 19 LF30•HOPE ®0.63% I Y IN=70.1,73 MLP OUT= 63 6° LANDSCAPING HOPE li+ Q I • •' ., : ' '4 ' . S CONC. SIDF,'J7A1,K! ' r..,�gTJ,. .: - p I I I I TIS 3 n T1 EX 158 LF 30' HDPF,&6.9' LL CD Lj- InMATCHLINE SHEII m ' 1' I (ROOF DRiIN)� INN. (87.16) I <] l \ 6' P CD Q TC 761.14 N 47 .30 I I -- F—_ V I 52 31 N m goy\ TC 781 N r•/ \ UU9 n A ,i1 Lg1 ! O J TC 790.40 TC 790.33 7800 O Y c� Y 1 1 1 1 —PUMP STATION I 4" PVC SERVICE LATERAL /! 1 \ p "\ I \ r \\ \/ \ NN To f \ I 1 / �J F /1 RIM (7192.90 HT n' F r EXISTING BUILDING F.F.E. (792.94) � £ p LOT 4 I PIN 63-8-4 / THE DAWSON GROUP, LLC INST. 010002028 Jet'. INST. 030009351 \ I SIDECONC Q I �g5 �g1 INST. 070013204 I I CONC. WALK I I I o ng3d�gti� IF CD RIM 7 2.63 \ EX 19 LF30•HOPE ®0.63% I Y IN=70.1,73 MLP OUT= 63 6° LANDSCAPING HOPE li+ Q I • •' ., : ' '4 ' . S CONC. SIDF,'J7A1,K! ' r..,�gTJ,. .: - p I I I I TIS 3 n T1 EX 158 LF 30' HDPF,&6.9' LL CD Lj- InMATCHLINE SHEII m ' 2 I (ROOF DRiIN)� INN. (87.16) 3" CL 6' P CD Q TC 761.14 N 47 .30 I I -- F—_ V I 52 31 N m goy\ TC 781 N Z UU9 n X LTJ ,i1 Lg1 ! O J TC 790.40 TC 790.33 7800 O Y c� Y 1 1 1 1 —PUMP STATION I 4" PVC SERVICE LATERAL /! 1 C1 II I� I N _l__ I I I I I`'�1=°11,"I `t w `-A ! .IDI 793 7�E1�OAb(ISTING FH ASSY. AND FURNISH M STALL NEW FN ASSY. AND cLs FH \ ID — — — — —7N so GRAVEL R UriI U ma. 1I1 AN9mON I I ✓1g"F TD I TC 797.17) I I Wit• I I I ` 791 � I 1791 u sl I r 187.7 TUON 9"'To YAntER ITR `9 I L I1 / STC 796.60 NPP 1 1 197.3041 \\ O1 I \ �l I _ q0 --$t— L� I 1 \ r — I � r I I )8r 1 of 1 O8° O 1 1 1 o\ { g1 ! EX 44 LF 30' HOPE G 0.95%—,., r ...• \gy11 / TC TRANSfTION TO REVERSE ST TOE G ►Cel J `\ I I I �Ex. SWM POND II I i\1 I I 11��1eti°\ 11 I j +TSOCK OUTLET PROTECTION I I I I J I I gl STANDARD EC -1 TYPE AMIN. APRON LENGTH - I I :fiery I MIUPSTREAM WIDTH737.55���0 �11 �l MIN. DOWNSTREAMWIDTH.? I\ ,`/ LAS 1 \ �ry MIN. ROCK SIZE Dep=6' \ ` ` \ —r—UNOFFZI WITH GEOTEXTIL�y I 1 RIP RA q L _\ 09) 9" m 2 3" CL \ I I Q TC 761.14 Bl / 47 .30 N m �. TC 781 N ►Cel J `\ I I I �Ex. SWM POND II I i\1 I I 11��1eti°\ 11 I j +TSOCK OUTLET PROTECTION I I I I J I I gl STANDARD EC -1 TYPE AMIN. APRON LENGTH - I I :fiery I MIUPSTREAM WIDTH737.55���0 �11 �l MIN. DOWNSTREAMWIDTH.? I\ ,`/ LAS 1 \ �ry MIN. ROCK SIZE Dep=6' \ ` ` \ —r—UNOFFZI WITH GEOTEXTIL�y I 1 RIP RA q L _\ 09) 9" O Y U zS O W y 0 02 m w E5 U, W W LU 788 y RZO Id i I I TC 793.88// / �• ; J I 793.13 \ \\� IN, \ I \\ 1 \ 1 I I \ l l\ 00 z > II I I ( z z a RONALD A NUSLOWSKY, JR. If I I < ,q No. 20674 �C �°., ¢>9-2019 � I 1 I � I J y Z I \ I N ID U) f0 N ZZZF U J ! 1 LXCL LI ~ Ofo n a- W I j rr C Lr)�=W Z 0 UJ �C) e I Y O $i QI..L O r• \ W N w Q Z 1 Q W ? w Z W 1 d p o o LU z I \ \ I \r II r LOPE. ESM'T J G 853 I �I 1i1 II I w w ° 3 z r UU N w w � I /� Regional Detention Pond - SWM Area - Phase 1 0 0 The existing Sediment Basin shall be converted into a y (I permanent Stormwater Detention facility. The following modifications are necessary for the facility to provide I 1 detention for all the existing regional improvements and those N z I I I proposed in this site plan: I I • No expansion of the pond is necessary except as noted ° a r 111 below. a o / I • The top of berm around the pond must be raised to a p L DOCUMENTS PREPARED BY PENNON ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE Y minimum elevation of 788.83. A minimum berm width of PROJECT THEYMENITINTENDWORREPRESENTED TO BE SINTA&P FOR REUSE BY OWNER OR OTHERS ON 8feet must be provided. THEE%TENSIONS OF THE PROJECT OR ON ANY OTHER \ VI 1 P PROJECT. ANYREUSEWTHOUTWRITTENWRIFICATION ORADRPTATIONBYPENNONIASSO(IATESFORTHE \ -CI • The existing riser structure shall be raised 8 inches to an SPEOFICPUR EINTMIDEDWp1BEATOV.NERS _ SOLERISKNd'JWI ILI UTUABTYORLEGAL ~ elevation of 786.35 and a trash rack shall be installed. EXFOSURETDPENNONASBDD'ATES,ANOO' E' LUI SHXL INDEMNIFY AND HOLD HARMLESS PENNON \ \ \ \\\ I\ gee\ \ I L\ � I � I 1 1 �I I 9 plugged. APENSES�ATESFROM ALL OF A IMSDAMAGNGBB, THERLOSSESMO •The existing 6" orifice shall be lu ed. Anew 4" orifice E%PENSES/RISINiOUTCiORRESULTINGTHEFEFROM I \\ \� \\ \\ I ZI I shall be core drilled at an elevation of 779.32. A debris PROQECT DAWS18001 cage shall be installed. Q I • The existing emergency spillway shall be expanded to 50 DATE 207sD9 05 gelI \ \ \\ \ \\ feet wide and an elevation of 787.76. The entire 50 Foot DRAWING SCALE AS NOTED NN \ \\ \ \\ spillway shall be armored with riprap. DRAWN BY DKV \\ / \\ \\ \ \\ \\ \, NOTE: . The existing outlet culvert is silted shut. This sediment APPROVED BY RAM / \ 1. SEE DITCH SECTION CALCULATIONS ON must be removed and a constant slope shall be provided \ ! \\yl \ SHEET 11 9 y CS400 to the invert of the existing 42" CMP under Shad Elm 0 20' 40' Road. PERMIT SET SHEET 9 OF 20 m 2 Q N � TN O V LL N m N Z UU9 n Z �e�0 ,Z O W CL O Y U zS O W y 0 02 m w E5 U, W W LU 788 y RZO Id i I I TC 793.88// / �• ; J I 793.13 \ \\� IN, \ I \\ 1 \ 1 I I \ l l\ 00 z > II I I ( z z a RONALD A NUSLOWSKY, JR. If I I < ,q No. 20674 �C �°., ¢>9-2019 � I 1 I � I J y Z I \ I N ID U) f0 N ZZZF U J ! 1 LXCL LI ~ Ofo n a- W I j rr C Lr)�=W Z 0 UJ �C) e I Y O $i QI..L O r• \ W N w Q Z 1 Q W ? w Z W 1 d p o o LU z I \ \ I \r II r LOPE. ESM'T J G 853 I �I 1i1 II I w w ° 3 z r UU N w w � I /� Regional Detention Pond - SWM Area - Phase 1 0 0 The existing Sediment Basin shall be converted into a y (I permanent Stormwater Detention facility. The following modifications are necessary for the facility to provide I 1 detention for all the existing regional improvements and those N z I I I proposed in this site plan: I I • No expansion of the pond is necessary except as noted ° a r 111 below. a o / I • The top of berm around the pond must be raised to a p L DOCUMENTS PREPARED BY PENNON ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE Y minimum elevation of 788.83. A minimum berm width of PROJECT THEYMENITINTENDWORREPRESENTED TO BE SINTA&P FOR REUSE BY OWNER OR OTHERS ON 8feet must be provided. THEE%TENSIONS OF THE PROJECT OR ON ANY OTHER \ VI 1 P PROJECT. ANYREUSEWTHOUTWRITTENWRIFICATION ORADRPTATIONBYPENNONIASSO(IATESFORTHE \ -CI • The existing riser structure shall be raised 8 inches to an SPEOFICPUR EINTMIDEDWp1BEATOV.NERS _ SOLERISKNd'JWI ILI UTUABTYORLEGAL ~ elevation of 786.35 and a trash rack shall be installed. EXFOSURETDPENNONASBDD'ATES,ANOO' E' LUI SHXL INDEMNIFY AND HOLD HARMLESS PENNON \ \ \ \\\ I\ gee\ \ I L\ � I � I 1 1 �I I 9 plugged. APENSES�ATESFROM ALL OF A IMSDAMAGNGBB, THERLOSSESMO •The existing 6" orifice shall be lu ed. Anew 4" orifice E%PENSES/RISINiOUTCiORRESULTINGTHEFEFROM I \\ \� \\ \\ I ZI I shall be core drilled at an elevation of 779.32. A debris PROQECT DAWS18001 cage shall be installed. Q I • The existing emergency spillway shall be expanded to 50 DATE 207sD9 05 gelI \ \ \\ \ \\ feet wide and an elevation of 787.76. The entire 50 Foot DRAWING SCALE AS NOTED NN \ \\ \ \\ spillway shall be armored with riprap. DRAWN BY DKV \\ / \\ \\ \ \\ \\ \, NOTE: . The existing outlet culvert is silted shut. This sediment APPROVED BY RAM / \ 1. SEE DITCH SECTION CALCULATIONS ON must be removed and a constant slope shall be provided \ ! \\yl \ SHEET 11 9 y CS400 to the invert of the existing 42" CMP under Shad Elm 0 20' 40' Road. PERMIT SET SHEET 9 OF 20 Q GRATE 793.29)(/ TOP=794.17 Its=790.29 11 \\ \ r> \� \\ TOP=786.42 GRATE (798.29) IN=789.07 OUT�789.9 \ \!' 1 EX. 10 UTILITY & 1 \\ 1\OUT=782.02 IN=792.79 BOUT=788.87 ! ( RAINAGE ESM'T I. �''1 t� , GRATE (786.82) \\ OUT=792.69 TOP=794.5 I - - ' , �, 1 I-\ 0147 PG 853 _�U,784.22 i ( 191• I .� <IN=787.10 \ \ — — — �r� > ✓` � �— i �, 69` 1 / ,�, —j���- r`�_I ^ — — '— �(/—r�� /TCIP=785.07 I 1 �� \ o TOP=787.12 ; r�B��i 1� \ / -- -------------------- -r-' -- r-- - IN=780.77 ----- f — '— t------- IN=781.92--�= � �T — I — $�_ �h�---- c T 1'9¢l a 1�6 �� �ati� �r2� OUT=781.82 �'%� �J �� 11 , r' r` OUT780.67 1 1 MSP. THH II 1 _ , _T -- --® t — —-- —�� ----------- t\7 — L�1 , —�— ` 1� ;� �'�HH I—i 1e4'p1, —�— 6s,oJ ` �/1 Dry, o MSP, 9�I lop 1�y. \ p `190• r�i 1, r3 \9h 1gy61 dull ,Tq 9,4 L�,6 \� IN LA 1,l I I SII �ry01, 19tiry°�� I. D, ON DRME - S RIW \\ �P r�e4 r�9S 611 I- III i�yl 'ryAhlgl Lepytil `roti ice,/ \\ l 1 1 x'09.0' 9 3) aJ'so 0119sj FH— =� — —\mac\`0 _ 8ft78) J saaagsso"E sassy_ I < \, \ kp 90, (lee.65)}RWVJW --�:w)'/tr �i�� 7eB93) ''PARK/ SEAACK -- ��r---- - W I I � \I WATER, S40PE JAGE ES PG 8531 I I/ ME I = 11 I � 1I 1 I £ (1 I I/ I Z I ( r r- I 1 I Q 1 I I ! V) I / I ,IjjIII �- 1 11 DO 011 �I FHS A 40-1 I Reqional Detention Pond - SWM Area - Phase 1 The existing Sediment Basin shall be converted into a permanent Stormwater Detention facility. The following modifications are necessary for the facility to provide detention for all the existing regional improvements and those proposed in this site plan: • No expansion of the pond is necessary except as noted below. • The top of berm around the pond must be raised to a minimum elevation of 788.83. A minimum berm width of 8 feet must be provided. • The existing riser structure shall be raised 8 inches to an elevation of 786.35 and a trash rack shall be installed. • The existing 6" orifice shall be plugged. A new 4" orifice shall be core drilled at an elevation of 779.32. A debris cage shall be installed. • The existing emergency spillway shall be expanded to 50 feet wide and an elevation of 787.76. The entire 50 Foot spillway shall be armored with riprap. • The existing outlet culvert is silted shut. This sediment must be removed and a constant slope shall be provided to the invert of the existing 42" CMP under Shady Elm Road. I O'�[J�jj E9 TRI THH !F ---'WV I�_'_'- ��'• 11 1Ilk) 0 20' 40' - — — — — INV. (782.4 �1T=�80�3 qI —-1---s ] N I INV. (78P.36 1g6R1_ �( I \ III 'til \ \10tih\ \ INV. (389.3 I ( l I I I 47, 'BRL/I ---I--�—�-- el l09 Al I 1 swmffm I I I I I I I I I ® I \p9oll \0ti I I�11 I I 1 1 11 ®I I I 11 0) I I II I I �S1 I I 1 I al \10 i I I I I 11 \ I I I .Q0ti9� 11 I 1 \ I I I I ��• _ e �� 1r11 `— INV. 787.50) I of RIP RAP l� e P (ROOF ORAl ) I � 1#` 11 III I I @011031( 0 I I TOP STRUCTRE=785.35 I 1 INV 18" CP=779.32 10� 1 I I \ 6" ORIFICE=781.88 ') 1 \ I I elf I \ I 11 I �i I �I \\ I.l"�• ! 091 I I I \J 1 (187.16) I _ I N 7787.16)---�� / P (ROOF DR�N)T ' I I I I / i ('L1CJ J'f/ /—U 0qj \\\ WPP �4) ( �IEHH I `may 1l �M INV. (780.86)' Z. FH INV. 7 Em PERMIT SET N � O V LL = Tn d L " Q d"M N Z W c r Z ��w 0 W IL 0 o Y U Z<1— 0u-$ 0 }oz M W — 0WW UJ ¢z0 >'Q- U,FW O p,3,TH OF SO zW �00 0 > w o < RONALD A IASLOWSKY, JR. a cr ,a No. 20674 ¢19-2019 vw o`V`YIONAL b O ry U) V^ J N N N < ZZ Z < W//^�� z Z U In_ ge J> Xii� W~ w d JU (� W w z o_ x x Q (D U Z o Uy z Y Q d o � W —M 3 > W W Z LuLu aoa� z_ > z W z Y Q � W m o < z o 0 0 m w w E 0 z V U 0 O > __ > N ELI JU X a a U, a U, w N 0 K B: N Z m dl m I„ � � � O ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEYARE NOTINTENCEDORREPRESENTED TO BE WITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSEWTHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNON ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BEAT OWNERS SCILE RISK AND WITHOUT UABIUTY OR LEGAL EXPOSURE TO PENNOMASS HATES, ANDOWNER INDEMNIFY AND HOLD HARMLESS PENNCNI ASSOCIATES FROM ALL CLNMs, W Es. LOSSES AND EXPENSES ARISIN3 OUT OF OR RESULTING THEREFROM. PROJECT DAWS18001 ISHALL DATE 2019-045 DRAWING SCALE AS NOTED DRAWNBY DKV APPROVED BY RAM CS401 SHEET 10 OF 20 W/ O PAQ U E W/DOUBLE -� ( I i I ' l r� l i I +r— � �gc I �1 � I 1 r c,, r� X41 . tie � I 0 20' 40' I I F -X SWM POND I *V - 137 1 �� ` �` + / "41 784 V I ! f I ! { r I` � l EX 20' WATER LOPE V '� I& RAINAGE ESM'T � `� J B 947 G 853Flo {� { If Regional detention Pond - SWM Area - Phase 2 The permanent Stormwater Detention facility shall be I y expanded as shown hereon to accomodate future development of the adjoining Lot 3. No further improvements f g I I beyond those detailed in Phase 1 are required for the facility j to perform as expected in the original 1998 site plan. The pond shall be expanded approximately 130 feet to the southwest as indicated on the grading plan 1 Z r � I � 4 1 PERMIT SET M cn a Woo (CO, C14 7,iV I �� cc � L w3 z z� C) LUI 3 o � zLL 'a Q (ZD I d L o uJ �W ? m (L 111 W r g O Z)LU ftm r wC r� 0z co O ¢ z RONALD A- MISLOWSKY, JR. UJ 4 LU �o, No. 20674 a ¢f9-2X0f9 ® 81ONAL Z 0 o V3 "' Z d — w N z v IL a- X 7 T < = H v J (L W =)117 L7 wL(LOJ W Z 0 z Z fel. Com.) j z — 0 Z �3: (� W Uw C[ 3 w z LU CL ❑ UZLu Z LU z ❑ H W m < z CI] a ( _ 0 00 r ❑ M ALL DOCUMENTS PREPARED BY PENNON[ ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BEAT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALLINDEMNIFY AND HOLD HARMLESS PENNON[ ASSOCIATES FROM ALL CLAIMS. DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT QAWS 18001 DATE 2019-43-05 DRAWING SCALE AS NOTED DRAWN BY 'DKV APPROVED BY RAM CS402 SHEET 10A OF 20 m o o v Lo M c- UJ Ci z $1 W 6 .26 „Y '<—' ALL DOCUMENTS PREPARED BY PENNON[ ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BEAT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALLINDEMNIFY AND HOLD HARMLESS PENNON[ ASSOCIATES FROM ALL CLAIMS. DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT QAWS 18001 DATE 2019-43-05 DRAWING SCALE AS NOTED DRAWN BY 'DKV APPROVED BY RAM CS402 SHEET 10A OF 20 6 m m iz a LOW ~ U)_ 04 O =o j U) c (i M 0 +e- Z CN W C Z r T W a Y 0 2 Z 4 O L O >- 0 Z mw - 0 � ❑ LIJ Oz O Of > m a- UJ LLJ D0 0.p co �rH (n az <L RONALD A. NUSLOWSKY, JR. w 1-4 No. O Q cx 4 f9-2049 ` IONAL z (D z U) Lu o 0+ © (D c+t sD =y z Z <I LLI Z L) z Ca C-7 iY U) 3 X < Z Q C)= W -7 w 0 aw W w Fr (-)0 w CL C) 7Z Y � Q Z a LL w r� C) < Z) ° o� i wd o ( �w Ulm n U) a TZ a- "' r M Q � r 0 U) 3 y Y) z (f) z Lu LU © U © U z O } U Z CJ Z UJ Ley{ () (D '� <C LLil Il LLd 4 W U) W U) LLI Of Lu m cv r U z L31 Q1 ll.i 4 c' ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM PROJECT DAWS 15001 DATE 2019-03-05 DRAWING SCALE AS NOTED DRAWN BY DKV APPROVED BY RAM CS403 SHEET 11 OF 20 1 IE 5 r ✓� W TRi 1� , �'• -- !� -• k 20' WATER, iL�� &�RAINAGE ES "j r r DB 947 PG $52 1 L��t� -w* / 1 � Iti -► „ Jr —fill 4, r mamma 1 � 1— L1rom r koL /'v sal i LOT 3 PIN 63-8-3 ,,,Ii t THE DAWSON GR© LC TO EX. STR 4 I NI. J SE"P ]V� T AREA. 0.97 AC I r l D tSTER PAD W/OPAQUE D FENCING W/DOUBLES Jr f ,$WING GATE,00, J�7 t � /..1 / 1 B � 1 t 1 LD I R LE L= 14 P—<16 �` �' �" `tea ,— - '+,� •� .� ! f `� L 1� �\ \�..rL� MAP UNIT SYMBOL MAP UNIT NAME C,trROHYIDROLOGUP I� IC SOILS SB CARBO SILT LOAM, 2 TO 7 PERCENT SLOPES D 6C CARBO-OAKLEf, VERY ROCKY SILT LOAM, 2 TO 15 PERCENT SLOPES D u.0 ` -N, •, 1ROP@784.9 FH ! TINY. QM41J` _WT=TRAS wv t INV (7f� - � �V. { { � 17,� � 1 I � ! { wPp 11 � JIM 1 4 ! l� .50) I RIP RAP/ 1 t I x 1 1 r J I I 8135 1 ■ t�'svo) y ` 1 j. I{ r1 ]f71l VV 8qcE =779. 6-781.88 I I 1 II r\\ % .■..0 —@7.16) r 1 1 IE" swig PO3�D I{lir i i 1 I l r f 4 11 1 � lrli{a Lu cul rr� u I rr. Q r 11 { r IIP RARCi t EXIS NG BUILDING F. E. (792.94) PI 3-0-4 1 I ) 1 1 r THE WSON GROUP, LLC / I - I I ` I l INET. 010002028 INST. 030009351 INST. 070013204 1 I I 1{ r 1 1 1 I LANDSCAPING{ i . - y 1 a i -~ r .•� i 1 DO 790 6c � • 1 w 1 ,� EX 20 ATE LOPE I, 1 / 7 I& AINA. E ESM'T &"- LB 941 G 853 !� { f P el t 1 I Y r r ,,, sir I iv1 Aft PERMIT SET L0 H rn(Dc u.0 0) CID tV Z W C Z z r T ci Lu 0 iQ S � dM 0L a� >- a Z mLLj- Lu Ofz0 >mCL LU W O p.LT H op w in w W oaz y Q Q RONALD A. M[SLOWSKY, AL ¢ W ,� No. 20674 �Q� a Q 4-f 20"f.9 aSrdNAL CL W Z Q (r a U) Z zQ� W z CL < _j } x > z J 0 W ~ w © a. w a < Z CLzco 0 �z co O OC w Z w w=ow DLLJ w I1 [ o IX w Q Z Lu z U ICL 3: 0 ;gym 0 W T ra cf) r OD � i I— U3 0 ° O 00 z z Q � Er LU a cr a CL 0) o w w ry z w ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT UABIUTY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM PROJECr DAWS 18001 DATE 2019-03-05 DRAWING 5CALE AS NOTED DRAWN BY DKV APPROVED BY RAM CS501 SHEET 12 OF 20 IUN :5 ,Nu1 K=lt�,.,SS I I \INV 18 = 779.32 --_ -. j I I �� 6 QRIFjIC 781.88 1 I 1 1 I I 1 LL - J 1 LiJ (/'} ilI I r 1 U I } I LL- In I 1 `1 6 P0 0c (ROOF DR IN) 1 I I I I z I I ; E35 -I3 I 1 I �� I - N i I I I I FIS .� I I I ` — � I f SWM POND 5� _l I I ' � -rc 79Q.4i1 I I I l 1 Ld J r 790.33 790)POCD I I PUMP STATIONC:) 2 , �4 PVC SERVICE LATERAL o U STR Io I .9a ,.� " (786.09) ' t , RIM -192 170 RA 7 .00 E �•. I ,./ / I -- 788--f 4LO % EXISTING BUILDING •� � '�' '� ,� _�_ —7M / I f / I I .• r 1� VWV/0PAQU E W/DOUBLE - � 4 � F.F.E. {792.94 � p •:..:: ��� � :.� • r o xx k I ! I f%T d 92 794 0 20' 40' 1 1 1k1 1 l i tko Iti � NOTE: 'I. THE ELEVATION CHANGE ON THE WEST/SOUTHWEST SIDE OF THE PARKING AREA FULFILLS THE 36 -INCH TALL SCREEN REQUIREMENT FOR PARKING AREAS. 1 PERMIT SET m H�o'COD N �y ea Q �, cq _ a LL 04 z w 0 T Z *- o W a A / \— -� a � I M O o0 �r �l U > fL CL iWx LLl(L CfR. ' ❑ mo�m w( w a0 4 1 LU L1 ¢D A.1 5LAWSitY, JR. ! 6. . 49-2dfg¢s�ojvj L v f Lu w w LLI ©` C)© of ZUJ z C13 r � 2 2 I I i � J F O �y J 1 V p ! U z z W wcr [Y C] L-42 f� a T N R w a a a r. U) 5 5 t W ix ZO 0) CY w a �e 92 794 0 20' 40' 1 1 1k1 1 l i tko Iti � NOTE: 'I. THE ELEVATION CHANGE ON THE WEST/SOUTHWEST SIDE OF THE PARKING AREA FULFILLS THE 36 -INCH TALL SCREEN REQUIREMENT FOR PARKING AREAS. 1 PERMIT SET m H�o'COD N �y ea Q �, cq _ a LL 04 z w 0 T Z *- o W a A 0u- a 0 ©Z mwZ5 M O o0 Z W zM U > fL CL iWx LLl(L p,�,T H of ❑ mo�m w( w a0 4 LU L1 ¢D A.1 5LAWSitY, JR. z Y No, 20+674 a Q4I 49-2dfg¢s�ojvj L z 0 � U) M O Z Z N d Z U a CL 0x - ❑ o 4 LU (wo z Y a_ U z rn j Lu Lu w w LLI ©` C)© of ZUJ z C13 2 2 Z Lu CL U 0 z J Q t0 z a JOf > .J � uy z 0 z z uai — L=L d Z aZ w Lu 0 z m co r ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT- THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE' TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNOM ASSOCIATES FROM ALL CLAIMS, DAMAGES. LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM PROJECT DA 518001 DATE 20194"5 DRAWING SCALE AS NOTED DRAWN BY DKV APPROVED BY RAM CS600 SHEET 13 OF 20 m ❑ o w 2 2 0 O O U U z z W wcr [Y a w a a a U) 5 5 W ix ZO 0) CY w a ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT- THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE' TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNOM ASSOCIATES FROM ALL CLAIMS, DAMAGES. LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM PROJECT DA 518001 DATE 20194"5 DRAWING SCALE AS NOTED DRAWN BY DKV APPROVED BY RAM CS600 SHEET 13 OF 20 GENERAL CONDITIONS: SCOPE OF WORK THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS. NOTE: IF THE CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN, TOP BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING AND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE. STANDARDS A. ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA). B. PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS. C. COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE. D. NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY. SUBSTITUTIONS: PRE-BID IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE MATERIAL SPECIFIED BY THE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST -PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS. SUBSTITUTIONS: POST -BID IT IS THE INTENT TO ELIMINATE POST -BID SUBSTITUTIONS, HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. UTILITIES AND UNDERGROUND FEATURES THE LANDSCAPE CONTRACT SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES. A. IF THERE IS A CONFLICT WITH THE UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. DRAINAGE IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE„ AND THE PLANTS ARE INAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR DRAINAGE SITUATION. WARRANTY A. THE STANDARD WARRANTY IS FOR A ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. AL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. B. BALLED AND BURLAPPED (B&B). 1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOT BALL OR AROUND THE TRUNK, 2. BALL SIZE SHALL BE IN ACCORDANCE WITH ANLA STANDARDS. 3. CALIPER AND HEIGHT MEASUREMENTS: IN SIZE GRADING B&B SINGLE -TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE THE GROUND LEVEL (UP TO INCLUDING 4" CALIPER SIZE) AND 12" ABOVE THE GROUND LEVEL OF LARGER TREES. FOR MULTIPLE -TRUNK TRESS, HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER. C. CONTAINER --GROWN STOCK 1, THE SIZE OF CONTAINER -GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF PLANT. CONTAINER -GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN 8.3 ABOVE. THE ROOT SYSTEM OF CONTAINER -GROWN PLANTS SHALL BE WELL-DEVELOPED AND WELL- DISTRIBUTED THROUGHOUT THE CONTAINER. 2. ALL CONTAINER -GROWN TREES AND SHRUBS THAT HAVE CIRCLING AND MATTED ROOTS SHALL BE TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: USING A KNIFE OR SHARP BLADE, MAKE 4-5 CUTS, 1" DEEP, THE LENGTH OF THE ROOT BALL, TO CUT ALL CIRCLING ROOTS. SEE PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES & SHRUBS IN THIS SECTION. 3. ALL CONTAINER -GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE INCH OF RAINFALL PER WEEK. A. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. PRUNING DETAIL FOR TREES IN THIS SECTION. B. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITH STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS. C. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND KEPT MOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24 HOURS WITHOUT ADEQUATE WATER TO INSURE ROOTS SURVIVAL. INSPECTION A. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY. B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST. PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES & SHRUBS A. REMOVE THE PLANT EITHER BY CUTTING OR INVERTING THE CONTAINER. B. FOR UNTREATED PLASTIC CONTAINER GROWN PLANTS WITH CIRCLING ROOTS, USE A SHARP KNIFE TO MAKE 1" CUTS THE LENGTH OF THE ROOTBALL. C. PLANT SHRUB TO TREE A MINIMUM OF 1/8 OF THE HEIGHT OF THE ROOTBALL ABOVE EXISTING GRADE. D. APPLY A 2 TO 3" THICK LAYER OF APPROVED MULCH. KEEP MULCH 6" AWAY FROM THE TRUNK OF ALL TREES AND SHRUBS, E. PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE THE BAGS REMOVED DURING THE PLANTING OPERATION. NO ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY. MAINTENANCE OF LANDSCAPING NOTES: 1. ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. 2. REASONABLE PROVISIONS Shall BE MADE FOR PROTECTION FROM VEHICLES, PEDESTRIANS, OR SHOPPING CARTS. 3. DEAD OR DYING VEGETATION SHALL BE REPLACED AT DIRECTION OF ADMINISTRATOR. 4. SHRUBS SHALL BE REPLACED AT A SIZE CONSISTENT WITH THAT OF EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION. 5. TREES SHALL BE REPLACED AT A SIZE OF 0.5" CJWPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER. NOTES: 1, NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS. 2. ALL LANDSCAPING AND PLANTINGS SHALL COMPLY WITH SECTION 165-203.01 LANDSCAPING REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. PARKING LOT LANDSCAPE CALCULATIONS: IMPERVIOUS SURFACE: 56,942 S.F. TREES REQUIRED AT 1 PER 2,000 S.F.: 29 TREES PROVIDED: 29 3' HEDGE REWIRED: YES 3' HEDGE PROVIDED: YES GENERAL PLANT LIST OECKOUS TREES TOTAL PARKING AREA: 82,819 SF. NQEWfJR LANIV" REQUFM. 3,141 SF. (5.00%) KIM LAA9CAW PROVIDED: 5,177 SF. 814%) PAM SPACES PROPOSED: 183 11 AM OF TREES REMARED: 18 NUMBER OF TREES PR©MDE& 18 SYMBOL BOTANICAL COMMON NAME SIZE SPACING QUANTTTY AR ACER RUBRUM 'RED SUNSET RED SUNSET RED MAPLE 2.00 CAL AS SHOWN 13 PY PRUNUS X YEDOENSIS 'YOSHINO' YOSHINO FLOWERING CHERRY 2.0" CAL. AS SHIM 10 QR 4UEIW RUBRA IRED OAK 2.0" CAL AS SHOMIN 16 ZS ZElILOVA SERRATA JAPANESE ZELKOVA 2.0" CAL AS SHM 8 SHRUBS SEF TRUNK PLUMB PRUNE ONLY DAMAGED OR DEAD BRANCHES SECURE GUYS WITH RUBBER HOSE TO TRUNK DD NOT MULCH WITHIN 6" OF TRUNK �1 *�2) 2"x2" WOOD STAKES SEEFF AT I SOr ALT: STEEL FEWCE POSTS) 3" OF MULCH SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP 1,13 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE TO PREVENT ROOT BALL FROM SHIFTING 3x DIAMETER OF ROOT BALL NOTES: 1.*STAKE ONLY TO PREVENT WIND TIP OR WHEN PLANTING ON STEEP SLOPES 2. REMOVE ALL TAGS AND ROPES FROM BRANCHES AND ROOT BALL. TREE PLANTING NOT TO SCALE PRUNE ONLY DAMAGED OR DEAD BRANCHES 2" OF MULCH CREATE A SAUCER SHAPE WITH MULCH TO HOLD WATER SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BAIL BASE FIRMLY TO PREVENT ROOT BALL FROM SHIFTING SHRUB PLANTING PROVIDE EDGE WITH CLEAN, CRISP SEPARATION BETWEEN MULCHED BED ADJACENT SURFACE CONDITIONS TURF, SIDEWALK, AR CURB I CUT EDGE MINIMUM BELOW GRADE TO RECEIVE MULCH Un VV1TIJT NUN JELL NOT TO SCALE PITCH FROM OF PLANTING AREA TYPICAL MULCH EDGING DETAIL r� 2' MIN, MULCH LAYER MULCH LAYER TOPSOIL NOT TO SCALE PERMIT SET V c•� z o i,4 i I� a ''� �• �• '1� i` e'' i� �� h'17� i'1 111 •1 1 M O ' . w • 1 h�" ` >v f 1 � _ _ 1 1 � h i'I' `'�i #+1 1 SEF TRUNK PLUMB PRUNE ONLY DAMAGED OR DEAD BRANCHES SECURE GUYS WITH RUBBER HOSE TO TRUNK DD NOT MULCH WITHIN 6" OF TRUNK �1 *�2) 2"x2" WOOD STAKES SEEFF AT I SOr ALT: STEEL FEWCE POSTS) 3" OF MULCH SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP 1,13 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE TO PREVENT ROOT BALL FROM SHIFTING 3x DIAMETER OF ROOT BALL NOTES: 1.*STAKE ONLY TO PREVENT WIND TIP OR WHEN PLANTING ON STEEP SLOPES 2. REMOVE ALL TAGS AND ROPES FROM BRANCHES AND ROOT BALL. TREE PLANTING NOT TO SCALE PRUNE ONLY DAMAGED OR DEAD BRANCHES 2" OF MULCH CREATE A SAUCER SHAPE WITH MULCH TO HOLD WATER SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BAIL BASE FIRMLY TO PREVENT ROOT BALL FROM SHIFTING SHRUB PLANTING PROVIDE EDGE WITH CLEAN, CRISP SEPARATION BETWEEN MULCHED BED ADJACENT SURFACE CONDITIONS TURF, SIDEWALK, AR CURB I CUT EDGE MINIMUM BELOW GRADE TO RECEIVE MULCH Un VV1TIJT NUN JELL NOT TO SCALE PITCH FROM OF PLANTING AREA TYPICAL MULCH EDGING DETAIL r� 2' MIN, MULCH LAYER MULCH LAYER TOPSOIL NOT TO SCALE PERMIT SET V c•� z o L �0t` Q CD Q f/3 N 0 C-4 O j LL S U) 0 CD .2 CD Q a c rl Lu Q'r, w LL O � O �z= z<� O U_ 'S O 0 m W m U- wz0 >ma W W cn O NL H �Jti c~i3 Xm�{F' u)w�'� w Q O u > © ¢ a. RONALD A. MLSLOWSKY, JR. uj ¢ W � No. 20674 a 0 b- 4-7'9-209 ❑ A ��JONAI-. ¢ Z _J C) o w z Z Q 0z ? 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THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES, AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM PROJECT DAWS 1 8001 DATE 2019-03-05 DRAWING SCALE AS NOTED DRAWN BY DKV APPROVED BY RAMI 5601 SH�E� 14 {]iF 2O� Luminaire Schedule L+7 Cn Symbol Qty Label Arrangement Total Lamp Lumens I LLF Description 2 Wall Pack SINGLE N.A. 10.900 ILSI Cat # XWM-FT-LED-08-40 2 Quad 4 @ 90 DEGREES N.A. 1 0.900 1 LSI f4)MRM-LED-l8L-SIL-3-40-70CRI on KK STSP23-6.25-11-BR2-DM4080-HC Calculation Summary L+7 Cn z_ 9 W CD (0 CD (0 umNo Label X Label CalcType Unita Avg Max Min Av /Min MaxlMin CalcPts 1 Illuminance Fc - _ 0.49 8.7 0.0 N.A. 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CS ;,` a ° ° \�x° ° xa ° I #q. 1 k°. L4 ° I - Imph -�q, j °- : ° x°a I� ` ° xa;° / r - q -Q { q I - ° �. 7�ry[ r I `" r - k ( -�43* * ,. ya F. It ' -. t 1 a'l x O' :x"s �. tP - Q` . . a . a I ti . I i ° �� ,.:. I.�x° x�...,. xq• �a/. •a�° . %a: a U~7 U W 0 a t m :r 0 0 eL Catalog #: Project : w 2.4' 161a1Mi • Minimum CRI of 70.Optional 80 and 90 CRI available, consult factory for Prepared By: Bate 6I1013CLH - Integral Lauver (IL) option available for Improved back -light control without 114,15 sacrificing street side performance. See page 5 tot more details WPM Ft i Mirada Medium - MRM 600:1W (MMM) Outdoor LED Area Light - M..-FAUH ALSC 1aµ`7 T).5 A1ma15P1e fill Leek CoreroW ••• •- • n m akes it ALSC ukV TLT-1wln-cA;P:e^Wiwi Lacs Cpnilaaer• • 0-10V dimming (10%- 100%) standard. • • for orchitectural • Standard Universal Voltage (120-277 Vac) Input 50160 Ht or optional High b612a4CtH Voltage (347.450 Vac). commercial applications. W129 6«217 wrote rvxxw7 t277Vi NPa77' cost-effectivedie-cast aluminum r WAM 0i Ao- 4mt41M'✓M • Total harmonic dtstorfiofri: x20% tiww" 61•n5n0 Mxkrt {Milli' housing makes its acquisition crvery rxa41 ^' "i,Lotliri Sky Fel r; .AW 6M 136C It competitive The Mirada offers high 09A OSA. performance f• ■ • • i• • silicone package rated to +40•C. ML optics,• •s • CCTs, 42,000+delivered 2 1A 12A • i is available with Inte■ • 9 501 At 311 Wireless• • Features & Specifications _ � 1p66 RMS .0:,as.kArlr ARRA r us iwdlpCalvr4t UWX 190 optical system • Stale-af-The-Ari one piece silicone optic sheet delivers Industry leading 1 901 • Flold replaceable surge pfotection device meets a minimum Category C Low orflk►ts uw I I'A optical control with an mlegrated gasket to provide IP66 rated sealed optical operation (per ANSMEEF C62-41-2). w_ • w,� _J C. 7 fA < PkweCoaYe1 chamber in 1 component ALSCHSW - 4lr" 1k a- Z Z C7 Q J d L1J W e41o41Nbcla • Proprietary Silicone retractor optics provide exceptional coverage and Product Dimensions Y • Terminal block provided accepts up to IOga wvue uniformity in IES Types 2,15W. FT and FTA. (luorta) 13-1/4 (est) t • Components are fully encased In porting material for moisture resistance. • Silicone Optical material does not yellow of Crackwith age and provides a typical light transmittance of 93%. .7.-. fi 'ht Driver complies with FCC standards !river and key elactromc components L can easily be accessed. p for -Available in 5WOK, 400oK, 3000K. and 2700K color temperatures per ANSI 078.377 Optional 5 700 K CCT available in 90CRI only - - s.T5• 1.2'(30mmj 119rarlll Ilvnnil l 'a DeIWpl19A w 2.4' 161a1Mi • Minimum CRI of 70.Optional 80 and 90 CRI available, consult factory for 1 lead time 6I1013CLH - Integral Lauver (IL) option available for Improved back -light control without 114,15 sacrificing street side performance. See page 5 tot more details WPM Ft i 3131 - 14,516 Electrical 600:1W (MMM) 9245160 • Hrgh-performance driver features over -voltage, under -voltage, short-circuit - M..-FAUH ALSC 1aµ`7 T).5 A1ma15P1e fill Leek CoreroW 6614N and over temperature protection. WIJ71a n ALSC ukV TLT-1wln-cA;P:e^Wiwi Lacs Cpnilaaer• • 0-10V dimming (10%- 100%) standard. BAA-xIoYl]XALN-CLR lis2;61 • Standard Universal Voltage (120-277 Vac) Input 50160 Ht or optional High b612a4CtH Voltage (347.450 Vac). I KiI9" + L80 Calculated Life, >1DOk Hours (See Lumen Maintenance on Page 2)) W129 6«217 wrote rvxxw7 t277Vi NPa77' 11 • C-geprai LW.W HSS 9d11112 r WAM 0i Ao- 4mt41M'✓M • Total harmonic dtstorfiofri: x20% tiww" 61•n5n0 Mxkrt {Milli' 6154DIMLA rx3417 511epk rWsrlo 134ru7 rxa41 ^' "i,Lotliri Sky Fel r; .AW 6M 136C It -Operating tempetattei : -40•C to +50'C (•40'F to +f 22'F). 42L lumen 16t 16A 09A OSA. 0.1A ObA package rated to +40•C. ML 247 2 1A 12A 1 0141 3.401 • Power factor: >.90 9 501 At 311 2AA I.bA 13A • Input power stays constant over rte. =5 Martin I e1A 4.2L 190 32A 1 901 • Flold replaceable surge pfotection device meets a minimum Category C Low orflk►ts uw I I'A I 011 operation (per ANSMEEF C62-41-2). I]'_ - > _J C. 7 fA < PkweCoaYe1 • High -efficacy LEDs mounted to metal -care circuit board to maximize heal ALSCHSW - 4lr" 1k a- Z Z C7 Q J d L1J W e41o41Nbcla dissipation Cwbd 9yr61un host i Salat tc%with 30.40 viation Serlmr'• O m In Y • Terminal block provided accepts up to IOga wvue sT.d• (luorta) 6'r {Y65twtl • Components are fully encased In porting material for moisture resistance. INI M1 - Integral idlxiorisdt5dr 8^12'120.27 rV Driver complies with FCC standards !river and key elactromc components 8etlom VIe1r Tap View can easily be accessed. Lcil NOi4'YUanS lnc I4WO A *anCe Ra iC^01111471i OM :4ia2 • vV w16Y-?'1[1U4Si:$1 COrr1 "t�la'f1377'+J..: I 6" - . ..RlEltiaf" Rri Mirada Medium - MRM Outdoor LED ,area Light Accessory Ordering Information Descrlpun Order04mber DeIWpl19A Orderllrm6er PC 120 F11 L4 r' :til me wen 0411w l•i i $2ev1` 922514 Petr 9"K. uu111 BraLnte SIxa1'e Poic' 6I1013CLH PC70s-7`7 PENT W -a IV - -91 CA71' ePW (M.. 24W, 77M' 114,15 PCL 9uKi wwrtal ala1k11 - 4 F IRMO "' WPM Ft i ry-,117 PeL3m' 001 us, wR1e Cn7P opfti 1a47V1i 14,516 16' Tx Pop Ow WrrIIIaeke- Sawa Pak' 600:1W PC400 ft oloml fol t=will GFINOptlwl i460y: 9245160 1b° 1 It Full: wu Yra:ml efullc 4 5 Rwr'A Pik" - M..-FAUH ALSC 1aµ`7 T).5 A1ma15P1e fill Leek CoreroW 6614N SKS oleo WPM 'CL P Will rWswn Blacks WIJ71a n ALSC ukV TLT-1wln-cA;P:e^Wiwi Lacs Cpnilaaer• d6I410 BAA-xIoYl]XALN-CLR lis2;61 Plo!OhN - Not P"41we Ocr.lrA y be"M 1A6Gm [oma dAAr','.. b612a4CtH 4120 Srrl& fol 11 I KiI9" pill R -.W Ccal4-1011 iia W129 6«217 wrote rvxxw7 t277Vi NPa77' 11 • C-geprai LW.W HSS 9d11112 r WAM 0i Ao- 4mt41M'✓M MAN tiww" 61•n5n0 Mxkrt {Milli' 6154DIMLA rx3417 511epk rWsrlo 134ru7 rxa41 ^' "i,Lotliri Sky Fel r; .AW 6M 136C It 24L 16t FOOTNOTES; ArMleel 1 Nol avaiwt on 'T -m V' d15311buL*fl. 8 Acceuaon dT9 silapped saperalwy arr8 field trardlled 2 - Co1lKnit Fati9ry lw aradah4lly. 9 Factory Inslatlec CR7P 9piw required See options 3 • Disty ava,takle u19L arra I X Lumen P,u.k ages 10 r)rlhy a1'ailahle Wlirr Al SC' COnlrnFs 4 • N,lol aviiJuMv In 14V 11 'CLR' de6olas hNsh Sae Fuusli options 6 - Conine Factory (of Sole Layout 12 Hal av3i[" .r LINwr 6 • IMS Is Held adluklablt, vw A dark] held Aeneele Untillwilut Too. 14rkcli nuse lie ordeled ",3 Fusing n1Wst be lcfuol in hand We 9r pole 3ep4Wuiy See A:.erwEt0fder,11g 1nlolmaU-0n 414 Only avahabie in 5700K 90CRIlei lumen paickagas 2.4L 42L I • Conoid device 1nu5t ire c4aered sepuaseiy. 1 prnslyidatd. SwALctlssury Ordering O.SA IntormaOrHi. 02A Integral Louver (IL)I Accessory Integral Louver available for improved back -light control withou t sacrtlicing street site performance LSI's Integral Lauver (€L) option delivers backlight control that significantly reduces light spill behind the pole for applications with pole locations close to adjacent properties. The integrated louvers' design maximizes fonvard•renected light wfiile reducing glare. maintaining the optical distribution selected. and most importantly, eliminating light trespass IL rotates with optical distribution. Luminaire Shown with Integral Louver (IL) x s !�_ L'S1 n*ntrel9 Inc 1CA7r'Lli AllionCtO Rn CaVilfrypn OH 4202 •www Ki-rAtluyrr'.e4carn 7 Pin Photoelectric Control 7 -pin ANSI C136.41.2013 control receptacle option available for twist lock phOIOCOn1r0i50r vlr !eSSGOnit i modules. ControlaccsD es soil s0 p - arat fly. Dimming leads from the receptacle will be connected to the driver dimming leads (Consult factory tar alternate wiring). Fladure Shown with CR7P <_ UU U 'r�,�a aurr+:.a x•aan IiF:ex laol.a. Ipeel 4 4 Par vo lore DAOOU ure 1111" 111. rreere A4tiia1"l 10M1p Peom L•9 "{513) 372.3 530 • 41.9 I1V%A Ike$ WW Ar Re(SntS QRSONfdts ns (Cont. Construction • Rugged die-cast aluminum housing contains factory prewired driver and optical unit. Cast aluminum wiring access door located underneath • Designed to mount to square or found poles. • Luminaire Is proudly manufactured In the U.S.Of U.5. and imported parts. • IP66 rated luminaire protects Integral components Irom harsh environments. • 313 rated for ANSI 0136.31 high vibration applications • Fixtures are finished with LSI's DuraGnp" polyester powder coat lintshing process- The DuraGr[p knish withstands extreme weather changes without cracking or peering. 01het standard LSI finishes available. Corrsuh factory • Shipping weight30 Ibs in carton Controls 'Wireless Controls System To make this fixture ArrLink ready, simply order one of the following options: a. The integrated it,irss LelThhno Uotfoller: ALSC or ALSCH (see ordering guide) as the controls option, or b• Integrated Wireless Controller option (above) with integrated motion sensor: ALSCS (ordering guide lot mounting heights) or c. The 7 -Pin P4rofoele0fic Control Receptacle: CR7P as (he controls oph= and either the F or e Pili T test ock C2ftUli}r; ALSC UNV TLS or ALSC UNV TL7 as an accessDry To see how the components of AirLlnk system lvork together, reference the diagram In the Controls seclion of this splecsheet For more tntormar)on on our Airl-ink products, visit our website' nk Ut1MW stand -Alone Controls • The Integral passive Infrared Mellon sensor (IMS) activates switching of lumInaIre IlghI levels {see the controls section for more deladsl- • The 7 -pin ANSI 0136 41.2013 ph aloe ontrat Ieceplacle option (CR7P) is available for twist lock pholocorllrols or wvireless control modules • The Button Type Photocells (PCI) are capable of switching luminaires Ole' OFF in response to the amount of available daylight. Installation • A single fastener secures the hinged door, underneath the housing and provides quick & easy access to the efectif"I companmenl for installing, servicing. • Included terminal block provides quick and easy on-site wiring. • Utilizes LSTs traditional 3- drill pattern for easy fastening of LSI products. (See drawing on page 1y Warranty - LSI LED Fixtures carry a 5 -year warranty. Listings • Listed to Ut 1596 and 'UL 8750. • ROHS Compliant. • Amertcan Recovery and Reanvesiment Act Funding Compliant. • IDA compharW with 30DOK color temperature selection • Title 24 Compliant; sae local ordinance for qualification information. Suitable For wet Locations, • IP68 rated Luminaire, IP66 rated optical chamber.. • 36 rated for ANSI C136.31 high vibration applications • Designtights Consortium" (DLC) qualdied product. Not all versions of this product may be DLC qualified Please check the DLC Ouililied Products. List at www.designlights.org)OPL to confirm which versions are qualified. t. :j ria,ntrres itv 'rRino A11rr1'rcE Ra r.Incrnnoll OH 4520 - www lraf rluuSTr aw corn Mirada Medium - MRM Outdoor LED Area Light ELECT111"L OATA (AMPS 0- ArMleel 1Ini119P 25lite 61 kr� 75 k1' loo ke 1150 G 1 100% 1 %% I W% W% Le - wart - 12er tart/ 241011 2rr4 341111 AM 11 53 04A O.SA o2A 02A 02A 014 94 H 0.6A 03A 030. 02A 02A 9.14 121. 941 aaA OSA 04A. 0.301 OSA 02A iet 150 12A 0 F 06A 0,5A 04A 03A 24L 16t 16A 09A OSA. 0.1A ObA 0..4A ML 247 2 1A 12A 1 0141 3.401 O 7A 9 501 At 311 2AA I.bA 13A I to om e1A 4.2L 190 32A 1 901 L 1 601 I t 401 I I'A I 011 -Erestticai data at 25C {77F]. Actual wattage may dlrkr by .r -ION ELECTRICAL DATA - PHOSPHOR CONVERTED AMNR MPS)- Lnrm Wal4 1240 ren _IW 27711 __ a47Y 440y x 743 asA giL dna o3A azo etiA 12L 19_5 1 0 Q l?M 19401 I 044 011 02A 'i Wirmal data at 25C 6711 Aviial waVago may diner by 41.10% RECOMMENDED LUMEN MAINTERANLEt(24-42L) Ambien) folual' 25 he 1 N kri 75 kr' 1e0 far' 0.40 G 1 $005. L 100% 1 6r: I W% I Te, ' RECOMMENDED LUINEN AIAiNTENATFCE11 7-YfIL) ArMleel 1Ini119P 25lite 61 kr� 75 k1' loo ke 1150 G 1 100% 1 %% I W% W% 1 84 T IUM;a tnr•,IRn1411er Yrk�s ZI 750 air Cl1:4Faleaa Orr i1F•21 645e7 pit i.1A-6! aIW14 y.$ fy-r•I4 [e5Ym0 2. 11141DCMd41n�1ra011E51JA TU -21-11 PagrSiM taxies rs0arxnl anl?Ipaeatre Vaue 645ea ea lgrne Ours m *A Awl** U. er.es Itx 1EMA ler-60.009 ttxr, et s. Ctr4uon tw Me arrta ur4Eet trslat7 � In raead4nu dtf iE6rlA ilia} -I1, Galrallaka Valdes rcpsr4enl i-ne ri.rat Irma du1 crcee3 st%iieaeg The IE6NA LASl0�01 tehi•sr rbrerwl otic 4as+[t vioer ksU'W I I LED 7L -1,000 bis 53L S4econe 2 - Type 2 IbLal - $Lmdard LUMINAIRE EFA CHART •MRM Dee • tF I IN Damna 10.104.1 WAW folio cis I of is e x N ■TlehaM I+4M41 9 5 1 5 19 W 1N" t o 25 28 W-0 e1W 10 1,5 1,9 fig, mill` 1.9 3.3 3.9 lleor 9.8 1.9 1 2.3 Qw 191 25 2.8 mm- figi illi • look v f341•480VI ALSCH - 4nL1nk Syne MIIMIf 7Rr 1�It�T�iSGt'SAtt� 24L-24.090 ism ^ L31.,8) 3T2',SZr![9 • tal tnoubtn@8 IM All Rl ftSolved rT- Frxr4rdThow Osr2&'18 U O 1uaSpro COfrvYr7t711 iu %,T l.: ANN R A-86501 • Art ark Symp50 30L- 3ILDOClkis 0 C.0,001 Sr5fw< 1 an 6.12 Mellor Sensm " SVG - Iar� verde Gran Q �yr Q� ALSCHS01 • Autink Gyr13p5e 'LED Cllips ere Irequll Illy uodraled 11:6relait waluas are ridonnal LED 7L -1,000 bis 53L S4econe 2 - Type 2 IbLal - $Lmdard LUMINAIRE EFA CHART •MRM Dee • tF I IN Damna 10.104.1 WAW folio cis I of is e x N ■TlehaM I+4M41 9 5 1 5 19 W 1N" t o 25 28 W-0 e1W 10 1,5 1,9 fig, mill` 1.9 3.3 3.9 lleor 9.8 1.9 1 2.3 Qw 191 25 2.8 R (ft41lrs r0ldtiSd nolo 90 illi • look v f341•480VI ALSCH - 4nL1nk Syne SWificie lens and d elehsrers subject to C Wilde *4 houl n01Ic4. 24L-24.090 ism ^ L31.,8) 3T2',SZr![9 • tal tnoubtn@8 IM All Rl ftSolved rT- Frxr4rdThow Osr2&'18 Mirada Medium - MRM fa Outdoor LED Area Light Stand-alone Controls: Occupancy Sensor (IMS) The integral passive infrared motion sensor activates switching of luminaire light levels. Standard Factory settings: high level light is activated and Increased to full bright upon detection of motion. Lowlight level' (109% maximum drive current) is activated when target zone is absent of motion activity for -•5 minutes. See coverage diagram for detection cane. The Remote Configurator Tool allows for easy and sate programming at each luminaire from ground level. See the HerTlflte ftmIgigator User mrliR for programming instructions - When ordering the Stand-alone Occupancy Sensor on the fixture. you must include IMS (see ordering guide for mounting height options) as the controls option in the fixture nomenclature - To order as a motion sensor with the AuLmk Wireless Control System, see ordering guide under "Wireless Controls System' and select the ALSCS controls option with the desired mounting height. IMS Coverage Diagrams TOP VIEW SIDE VIEW ss------------ 50 --- -- 50 44- 36 27 10 0 t0 20 30' -.40 50 7' r Remole Configurator Too] Luminaire Shown with IMS r10711 IMS MF , w 1 .. 3n, U-30 - ia1 K' -tirfi6 M At A row Rpyetve17 AY 811 L:� Mr4�Sl+r6^s l r [lnrxl t-tuollcs F1d C rTGnhAr% 4H 1S24r1 • ww %i�;rrduE•n85 [rHrw • t3 3, 372 r �E. Orn Agrow 2 $ AlrLiri erabied by Synapse The Alf Link enabled by Synapse Wireless Lighting Conilol System is the pertect solution lot commercial, industrial and municipal applications, such as: auto dealerships. parking lots garages, shopping complexes and warehouses. Airunk utilizes robust wireless communication via 2.4 GHz Sell - Hearing Mesh Network which not only increases r Itabill tyand accuracy of system, but also eliminates single paint of failure. The AirLink System Mirada Medium - MRM Outdoor LED Area Light The flexibility of the system awake it perfect for new construction and retrofit pio)ects. The uset-friendly AiiLin'k web application is accessible lhidogh any device with an internet cooneclion and allows for complete Customization of the system's features. Some capabilities of the system include: occupancy/vacancy sensing, daylight harvesting. scheduling. high-end trim. dimming, zone control, BMS inlegrabion and energy monitoring. Wireless controls & sensors Centralizsd control & integration wifeless a ' Override Swilches 1 r OccupeaneyNaeancy W & Daylight Sensors ; - f• r r Au Link-fnlegrated ' Fixtures + Site Manager Controller ukirLlnk-compaLoie ; Fixtures Gateway W609 Circuit d Zone tionlrollers Contact LSI Controls salt• crxlrols.sateae!:Q�3rShrrxrusmlLS.COn1 I,ii neya.trwls uoic 0oW AYOITcs Re z.;mnolaltr OH as2x7 CS fTA �{ .rye WiFY, Cellular or Ethernet Onnflecilon Simplede-use software AIrLInk Site Manger, Lighting CQnrrDI web app SOPPOM Mwe brd9Mrpatier9 conlrolS Sl lDrla]rtlrrLwllal-rr1dLLSIneS.CQYn Rir morn mrolrrk7tion on AirL1r'1k.. vir t ra lR 1000) 43&7WO (s1.Ippnrt, rgxxwon 8) web5ile atwwkv4hi-7WU&AOln - 15171 372-3?'JU' - 4k V MAAistfil terc M Pl gr+nr. Rp$!e'0!$ Mirada Medium - MRM Outdoor LED Area Light Performance (Cont.) All published luminaire photometric testing performed to ILSNA LAA -79 standards. ISI) footcandle plats below demonstrate the Mirada (MRM) light patterns only. Not for total fixture output. For complete specifications and IES files. see website. P l y f t: FT 5w FTA Type 3 TM 2 ordering Guide TYFI:h 0A0cR ExA K MRM LED 36L SIL FTA UNV -[SIM 50 _ 70CRI ALSCS04 BRZ IL tumenaim Llgrlt Lumen Lipid Preen Source PM"w Gill04t oktlt MN arimmal 'team DflVef 11ARM LED 7L -1,000 bis 53L S4econe 2 - Type 2 IbLal - $Lmdard LM - u tiers: voltage Dee • tF I IN Damna 10.104.1 WAW UX BLYA fL - 9,000 lim 40-4.000OCT 2 - Type 3 L - Optics ro1a1a0 kil 90 l T20.77'1w1I iI-IIAeVrN aaxiriSS' 86 - 3.000 CDT' r/] �^ T N 12L•I2.000Ims 111. - i 8 -goo has MSv - McLiox. Suver IPM - Trp41 6 wide R (ft41lrs r0ldtiSd nolo 90 illi • look v f341•480VI ALSCH - 4nL1nk Syne volt • oThle 24L-24.090 ism rT- Frxr4rdThow U O 1uaSpro COfrvYr7t711 iu %,T l.: ANN R A-86501 • Art ark Symp50 30L- 3ILDOClkis FTA - fomard Throw AiAmnrwe C.0,001 Sr5fw< 1 an 6.12 Mellor Sensm " SVG - Iar� verde Gran Q �yr 3111. - 36,000 oris ALSCHS01 • Autink Gyr13p5e DO W - ❑ E ❑ ILI UJ GanrrdSystemHost.+&aieiurv.o8'12 Wien Still'' 421- 42.000line > m a - ALSCS02 - AdLo* Synapse W LU mcry FL' W" tr -Cp Gue raetexy 131 �'� Z 00 ALSCHSM - AYt:Yi'9floW 65 0 <t Z RONALD A. MiSLOW SKY, )R.. prapranernM 1Ydltages and Co"Vidprifli eor? SANke r.1d1 12-20' Ylmutl Sdrwi';.. rr"No.20674 all� �7 Q 9-2/19 449-2019 At 51;SM - IY4alk 8yuepse trretn pad aoida ON 0 tD � CV ` (V1rJ3 CV N Q Z Cix* l Syrbm YJ" 23-40 IAo-wh Sano ' I]'_ - > 141g." ed4[awrk11111e conreo4(Choow0100) P,msa O)lierw 57.5.10oCCr' 71C14.70CA9 (ehoig)-N,( 891 9wur IBIaM1-Nisi W 5.000OQT NCIH-BOCRI BKA-XMA-XALM-CLR UX BLYA 4 40-4.000OCT IMI-BUCR17" ALU -AxUrlkSprapw GGT-G'a*11 iI-IIAeVrN aaxiriSS' 86 - 3.000 CDT' r/] �^ T N Galtrd sysitm ' MSv - McLiox. Suver 4ru 77.2.700 LCT Zr ALSCH - 4nL1nk Syne volt • oThle Carltroi System Hka11 Siaxtr'' U O 1uaSpro COfrvYr7t711 iu %,T l.: ANN R A-86501 • Art ark Symp50 FLP ^9aiw'Wn Phis Z<t<- C.0,001 Sr5fw< 1 an 6.12 Mellor Sensm " SVG - Iar� verde Gran Q �yr ❑ Z ALSCHS01 • Autink Gyr13p5e DO W - ❑ E ❑ ILI UJ GanrrdSystemHost.+&aieiurv.o8'12 Wien Still'' X Z 0 > m a - ALSCS02 - AdLo* Synapse W LU mcry FL' W" tr Gxdurde.s.ao.mm+dh 12 :o r4onal Seflsw �'� Z 00 ALSCHSM - AYt:Yi'9floW 65 0 <t Z RONALD A. MiSLOW SKY, )R.. w Q Co"Vidprifli eor? SANke r.1d1 12-20' Ylmutl Sdrwi';.. rr"No.20674 all� �7 Q 9-2/19 449-2019 At 51;SM - IY4alk 8yuepse Z ON 0 tD � CV ` (V1rJ3 CV N Q Z Cix* l Syrbm YJ" 23-40 IAo-wh Sano ' I]'_ - > _J C. 7 fA < OY ❑ a- W LU 7F W_J �� ~ ULl W W ALSCHSW - 4lr" 1k a- Z Z C7 Q J d L1J W _ LW WW xI� W ❑ U 2LLJ d Cwbd 9yr61un host i Salat tc%with 30.40 viation Serlmr'• O m In Y m 0000 EXT • 0.11E Dwimug iHo!n shmal uarW) INI M1 - Integral idlxiorisdt5dr 8^12'120.27 rV pESp1t!' • Irriepra WAI &ws91 12.20' 120-277V, RASOW- keeWailblot•u Screw 2040 120 N'' MSdkI1HV - blNydl Mogan Sensor 8.17 W.4$UV ' Lr3 LLt R111IM 1r • kHepral 'LLrrton 12-20 34 7 4W IMS1aIYjY - 1lsayrFm rnniwll S4ruar 20-49 3417-4eo°:: " to C1117P - 7 Pm. control RpurMacb AIM Ct36.41 ' O 003 Mize - 12V PC1tWM • TAS •271o? U U PCW - 347V LSI nr3W4treBS 111r 10CRax1 AW01XB Fro C.Morinoto OH 4. 2r12. 4 VVW 151 ,r4hiS%f*3 COM -Ott) 372"32W 1 OLS In04r69.r*% roc.. 017 Rignt5 Rowan Viler malls Mirada Medium - MRM Outdoor LED Area Light 6.111111111poles Brackets LSI offers a full line of pales and brackets to complete your lighting assembly, Our USA manufacturing facility has the some high quality standards for our poles and brackets as we do our lighting fixtures. Steel Steel Square Round Pole Pale ia-39, 110'-30' BKA-XMA-XALM-CLR 040 r' Steel Tapered Pole 20•-39 ONEW The Mirada Slip Fitter Is or oestlletically pleasing 3G rated die cost aluminum adapter- Designed specifically to mount the MRM onto a 2- (51mm) IR 2375' (I50mm) Q.D. tenon. The Mirada Slip Fitter allows for leveling via integrated steps to adjust the lumino(re *1- 3 Degrees BKS PQMH CLR The Prole Quick Mount Brocket allows for llghtning fast installation of LSi luminaires Onto existing and new construction poles with LSI's 3' or 5`stondard bolt patterns BKA UMB CLR r The 3G rated Universal Mounting • Bracket (UMS) allows for seemiess rrltegrotion of LSI Luminaires onto existing or new construction poles. The LAMB brOCket was designed speciricany for square or round (tapered/ streignt) pales with (2) mounting hole spaces between 3.5'-5" BKA ASF CLR The adjustable Slip Fitter Is o 3G roted rugged die cast aluminum l adapter to mount LSI lumrnalres onto a 2` (51mm) IP. 2375' (60mm) l 0 D. tenon. The Adjustable Slip Fitter con be rotated 1W allowing for tilting LSt luminaires up to 415 and 90 when using a vertical tenon BKS PQM15 CLR The Pole auick Mount Bracket allows for preset 15 uptilt of LSI luminolres for greater throw or light and increased vertical Illumination aswen as frost installation onto poles with LSI's 3" or 5" bolt pattern 1:�1 W431.41 Irl" Irv: Moira A;➢nra 4e R9 C&lclri-MTrOH Ja2Q • www 1St ^dWr*S cram 4113' z7:.3M>ri • OLS( naustrr4ri WJ Aa G,gn19 P45XI d 0928.•18 PERMIT SET U c� Z CO C> cc F 040 4 a u it1 a ° Uv mn r/] �^ T N LU 4ru Zr LU ly U O Z<t<- QLL Q �yr ❑ Z DO W - ❑ E ❑ ILI UJ LL o 0 X Z 0 > m a - W LU mcry FL' W" tr � �'� Z 00 65 0 <t Z RONALD A. MiSLOW SKY, )R.. w Q rr"No.20674 all� �7 Q 9-2/19 449-2019 Z ON 0 tD � CV ` (V1rJ3 CV N Q Z < Z < < U U) I]'_ - > _J C. 7 fA < OY ❑ a- W LU 7F W_J �� ~ ULl W W UTZ WZ W a- Z Z C7 Q J d L1J W _ LW WW xI� W ❑ U 2LLJ d Li! 0 C) ( H W O m In Y m 0000 Lr3 LLt 2 to O 003 Q U U uzi w w w W LIJ W U) ria W L1.1 CN f c3) m N Li Q v xn 0 ALL DOCUMENTS PREPARED BY PENNON! ASSC7OIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNON ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNON ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PE'NNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM PROJECT DA S 18001 DATE 2019-03-05 DRAWING SCALE AS NOTED DRAWN BY DKV APPROVED BY RAM CS61 1 SHEET 16 OF 20 X19 S 7rSP submittal infolSubmitSheetasp Square Tapered Steel Poles Pole Shaft Tire pole shaft is a one section design, each section being fabricated from standard 11 gauge (0.1 056') steel. The pole_ shaft materml 6 a weldable grade hot roiled commercial quality carbon steel with a guaranteed mintrrirltn yield strength of SS,000 psi after fabrication. Each sectiori is one-piece construction with a full length longitudinal weld and rs square in cross-section having a uniform taper of 0.10 inches of diameter change per foot of length. Bake Plate The arrcitor ,aiv is labricated from a structural quality not rolled carbail steel plate that meets or exceeds a minimum yield strength of 36,000 psi. The anchor base telescopes the pate shaft and is cimurnterentially weided top and bottom. All welds are performr:o in accordance with the American Welding Society specification AWS Litt, latest edition. Bait Circle: 10.75 (in.) Dimension : 10 75 (in-) Thicknesa; 0.75 (im) Conduit Opening: 4' Consult KW representative for non-standard dimensions. Afitehcw Bok! Anchor baits are fabricated from commercial quality hot roiled carbon steel bar that reefs or exceeds a minimum yield strength of 55,000 psi. Four property sized anchor bolts, each with two regular hex nuts and washers, are furnished and shipped with ail pole% unless otherwise specified. Anchor bolts shall have the threaded end galvanized a minimum of 8 inches in accordance with ASTM At 53, 'fully galvanized anchor bait, are available upon request. Nandhole An ova; reinforced gasketeld handhole, having a nominal 3 " x 5 " Inside opening, located at V - 6` above base, is standard on all poles, A grounding provision is located inside the handhole ring. Finish Standard - The exterior surface is cleaned with an alkaline rinse to remove surface contamsnarits and shot blasted to xpecificatlons as published by the Steel structures Painting Council Standards SSK-SP10 (near white), The exterior surface is chemically pretreated with an iron phosphate conversion coating then rinsed with ambient fresh water containing special surfactants and sealers forming a dry tight micro crystalline coating, A polyester thermosetting powder coating applied to the surface. of the substrate to a minimum of 3 rails is standard on all color Finishes. The internal surface including the powder coated arca at the base - end is coated will JIFANO ., a thermoplastic hydrocarbon resin system specially formulated for application over untreated sleet surfaces, to a thickness of 3 mils. The internal coating shall contain special corrosion inhibitors and is capable of passing 1.000 hours of salt spray exposure (ASTM 8117,'. Serles:STSP Srfuarc Topered Steer Poles Nominal Height: 20' Base Diameter: 5.25" Gauge: 11 Finish: BRZ staneara • Bronz, Mounting Designation: DM 10 - Oril,ed for 1 t.urninarre Options: BC - flase Cover Doi f stlsaR NandholoILAnchor Bait soft I too ship fisttgar sixa in.) x (in.) x Circle 8a NPH 90 r4PN j MPH WT. (R) (In.) x (in.) x (it) (ft.rlrh} (ft.it"a1 (fn.j Lin.} (in.1 [ft.it'h} [ilii.) 20 S..iS x 3-? x 20 STSP20-5.25-1 i-BRZ-DM lit -BC Print This Page Main Menu Terms and Conditions of gale TERMS Net 30 days from the date of Company's invoice unless otherwise specified. 4 1-112% per Montt) late charge will be added to accounts past due. PRICES Published prices are subject to change without notice. Possession of price sheets In no way obligates Company to sell to the Purchaser possessing such price sheet. Ah orders are subject to final approval and acceptance by the Company. Once accepted and approved, orders will be billed at prices currently in effect at the time of invoicing, of at prices quoted by the Company and accepted by the Purchaser if the order involves art item or items covered by special quotation, THE MINIMUM INVOICE CHARGE SHALL BE $50.00 NET http.11submittal infWSubmrlSheet asp ill 3/412019 submittal infolSubmitSheet.asp DELIVERY All ci&ods sold are deliverable F.O.S. KW industries, Inc., Sugar Land, Texas 77478. TAKES The Company's prices do not include Federal, State or munict-pat sales, use, excise, or similar taxes. Consequently, Utie Company reserves the right to add to the safes price of its product any present or future sales, use, excise or other similar tax which shall be paid by the Purchaser, or in lieu thereof, the Purchaser shall provide the Company with a tax exemption certificate acceptable to the taxing authorities. FREii�s#7 All of the Company's product, are priced and sold f,[7.B.. KW Industries, Inc., Sugar Land, Texas 77478, Transportation charges will be prepaid by the Company and added to the net sales price unless specified by the Purchaser. ROUTIMIS The Company will specify the method and routing of all products to ensure the most efficient and economical shipment in behalf of the Purchaser. The Purchaser will assume charges for special services such as cartage, air freight, express or multiple deliveries on +Dene order. CAM MLLATION The written consent of the Company shah be obtained prior to a cancellation of any order. Cancellation of an order may subject the Purchaser to a cancellation charge based upon expenses already incurred and cornmitmeviLs, made by the Company, RETLMNED GOODS Specific written request and arrangements must be made on advance for Purchaser to obtain credit or replacement on material returned. On material accepted for return, Purchaser must prepay return shipment and pay minimum restocking charge of 40% plus. any charge necessary to rework goods to a resaleable condition. Custom fabricated products by special order are not subject to return. 04111 AYS, DAM"t OR LOSS The Company is not and snail not be liable for delays in shipment or delivery of its products when caused by strikes, riots, hurricanes, civil disorder, fires, material shortage, breakdown in Manilfacturing facillties or any other cause beyond its reasonable control, Any claims for damages, loss or shortage in transit must be made by the Purchaser to the delivering carrier. The risk of loss passes to the Purchaser upon delivery to the carrier. LIMITED WARRANTY The Company warrants to Purchaser that its products will be free from deflects in material and workr:ranship for a period of one year from the date of shipment by the Company (the 'I+Varranty Period"). This Warranty specifically excludes lahque failure or sirnilar phenomena resulting from induced vibration, harmonic oscillation or resonance associated with the movement of air currents around the product If during the warranty period, the product proves defective In material or workmanship, the Company shah correct any defect, at its option, either by reparring any defective parts or by making available at the Company's plant a repaired at replacement part at no charge to the Purchaser, if the Purchaser promptly notifies the Company and furnishes Proof of Purchase. Tice liability of the Company under this Warranty, or for any loss or n r laerii l - damage arising out of, or connected with, the design, manufacturing, sale or use of its products, w eche the c s based on contract or negligence, shall not exceed the price allocable to the value of the product or part which gives rise to the claim and upon expiration of the Warranty Period all such liability shall terminate. The Company shall nor: be liable for special or consequential damages including, but not limited to, loss of profits or revenue, loss of use of the product, cost of substitute products or labor charges to remove or reinstall the defective product, nor any product transportation expenses to and from the Company"s plant if factory repair or replacement is necessary. No warranty Is made with respect to parts or auxiliary equipment not manufactured by the Company. The foregoing Warranty is exclusive and in lieu of ah other warranties whether written, oral, express or implied and shall constitute the sole acrd exclusive remedy of the Purchaser and liability of the Company. NO WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE SMALL APPLY. The ConVany's products are not sold as a 'consumer product" under 15 U,S.C. 62301, Samoa" KW industries, inc. reserves the right to change any feature of its published specifications without notice to promote product improvement and/or atlow for material availability. The contract for the sale of goods by KW' shall be performable in Fort Send c=ounty, Texas. Pri&tM subject to change without notice http Nsubmittal,infolSubmidSheet asp 2!2 IES ROAD REPORT PHOTOMETRIC FILENAME : MRM-LED-18L-SIL-3-40-70CRI.IES LUMINAIRE CLASSIFICATION SYSTEM {LCS) GRAPH Luminaire Lumens 1 D g4 80 Uplight Luminaire Lurnens: Front: Low=682 4, Medium=8024.3, High=6716.6, Very High=101 6 Back: Low�703 1, Med'iun1=1955.1, High=1084.3, Very High -63.0 Uplight: Low=0 0. I-ligh-0,0 BUG Rating 83 -U0 -G3 Photometric Tootbox Profassional Edition - Copyright 2002-2015 by Lighting Ahelyttll, Ino- C"avons bayed on published IES Motho ds and recommendations. values lifundad far display purposes Results derived Irom cunlent of nianulacturers pholonietrC file 100 90 80 it Page 3 IES ROAD REPORT PHOTOMETRIC FILENAME: MRM-LED-18L-SIL-FT40-70CRI,IES LUMINAIRE CLASSIFICATION SYSTEM (LCS) GRAPH Luminaire Lumens 7.+7 go Uplight 100 80 Back 0 Front Lumnatre Lumens Front. Low= 1132 1. Medium=4979.6, HIgh=7562.5, Very High= 349 8 Back, Low= 10050, Medium=2488. B. High= 1196,2. Very High -67.8 Uplight. Lclw�0-0, IHigh=0 0 BUG Rating 63 -UO -G4 Photometric Toolbox Professiontal Edition - Copyright 20002-2015 by Lighting Analysts, Inc Paige 3 C,giculaticins aassd an published IES Methods and r/oonirnandatk5n6, values rounded for dtsPlay purposes Reruns coriverd from Cement of manofacturer s Ptiotometric file PERMIT SET (.r7 c� Z c` �- tai civ r (D W C) (.1:77 i%) � 'a—LL p m ) i �L s L) CN Z LLI C r_.� 0 6 Z r L M X Y O l— U 2 Z Q © LL C3 ? p Z � � O LLJ a IL 0 U m E2 Z O > CO LL Wi,_W M V) O(RONALD T H (}F W r13r, W LLi O 0 O > o ¢ MISLOWSK'Y, 7R. 1ZLI Wo.20b74 �r7�Q OJQ aNAL Z 0 t� �n 0 V) ED cV CN Z Z a -J 1C Z � W ° CD LU LU Z D c) a LU >W Q 0-00 ZW Z Y I� d m ❑ J W (D Z 0 J Ci (D [V N Q Z 0 J 3 J Ix CLW 0 L �C) �Z a_ �w W oW LL1 a UJ Z 4 2 M cn 00 ALL DOCUMENTS PREPARED BY PENNON1 A8SOGIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION SY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BEAT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES, AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM PROJECT DAWS 180,01 1 DATE 2019-03-05 1 1 DRAWING SCALE AS NOTED 1 10RAWN BY DKV 1 APPROVED BY RAM CS61 2 SHEET 17 OF 20 a � m Z Z LU LU 0 O Z L) U O ?- Y tO 0 0 ZZ u 111 W L`1 C7 d Q t LY CL Cwt_ C) a LA LLJ len u7 S 5 Lu uJ Lr rr o Z m LiJ 1 -- 6 05 ALL DOCUMENTS PREPARED BY PENNON1 A8SOGIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION SY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BEAT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES, AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM PROJECT DAWS 180,01 1 DATE 2019-03-05 1 1 DRAWING SCALE AS NOTED 1 10RAWN BY DKV 1 APPROVED BY RAM CS61 2 SHEET 17 OF 20 r., e^ Example of Fire Lane Markings I I I LL 0 I L_ � � I I 00 I I ,� r - FI RE WV _t LANE �I■— FH I I N PS ,� I X N W f+io More Than SCI feet I I Raturaan. Cianc I b I � I Revised 11312011 Page 2 of 2 APPENDIX D FIRE APPARATUS ACCESS ROADS The 20 12 Frederick Go unt Fire Preve ntion Code Referenced From Y Dl .6 Si ns @3 g I red with ermane nt NC) PARKING —FIRE ar tus access road s sha I be ma k the fire code Official fire a a p Where re wired b , pp q Y LANE signs complying with Figure D103.6. Signs shall have a minimum dimension of 12 inches (305 mm) wide by 18 os ed on one or both sides nd. 5i ns shall be t inches (457 mm) high and have red letters on a white reflective backgrou g p `red b Section 01 03.6.1 or D103.6.2. f he fire a aratus road as re ul o t q Y pp SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "D" SIGN TYPE MypODIFIED dd ++ D NO HCI H4 fRO PARKING PARKING PARKING PARKING R17 C FIRE LANE FIRE LANE 1$" FIRM LANE FIRE LANE 18" Z LLI c z W IL Z t 2' t" i 2' J I CL � FIGURE 0103.6 FIRE LANE SIGNS D103.6.1 Roads 20 to 26 feet in width are 20 to Fire lane signs as specified in Section 0103.6 shall be posted on both sides of fire apparatus access roads that 26 feet wide (6096 to 7925 mm). D103.6.2 Roads more than 26 feet in width Fire lane signs as specified in Section 0103.6 shall be posted on one side of fire apparatus access roads more than 26 feet wide (7925 mm) and less than 32 feet wide (4754 mm), SECTION 0104 COMMERCIAL ANF} INDUSTRIAL DEVELOPMENTS D104.1 Buildings exceeding three stories or 30 feet in freight Buildings or facilities exceeding 30 feet (9144 mm) or three stories in height shall have at least two means of fire apparatus access for each structure. D104.2 Buildings exceeding 62,©00 square feet in area Buildings or facilities having a gross building area of more than 62,000 square feet (5760 m2) shall be provided with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet (11 520 m2) that have a single approved fire apparatus access road when all buildings are equipped throughout with approved automatic sprinkler systems. r PROPOSED FIRE LANE SIGN TYPE 'A' PROPOSED FIRE LANE. P. PROPOSED FIRE NE I N LA S G TYPE "D' a -- —, ( ) 6" (ROOF DRAIN) IN11, 87.16 L 4� a C7 J Z 1 i I PUMP STATION `� II Q I I 4 PVA SER'�E I ATERAL 4 RIM x`7192.90 � :'.- ': I EXlSTiNG BIJILDIN 1 F.F.E. (79x2.94} i 1t_�� ° `� LOT 4 1 I PIN 63-8-4 ❑ :...`.:' '..'::: ,.•.•:...:`,.;.•,',.•.F....• i THE DAWSON GROUP, LC I �+ •" `. M INST. 010002028 �` f I� INST. 03000935"1 0. :::_: PROP. 5' O °N INST. 070013204 SIDEWALK dL :,�.,'.`,':;°,`,'•.„ CONC, WALK -�.•..•..'.•.'• •• •. •, ' PROPOSED FIRE 1 LANE SIGN 'y 1 TYPE "D' RIM 7 2.6,E p ILP Y IN= 7� %. 73 � - < DUB'=707.63 � LANDSCAPING I ► _ _ - - IY f .: 4 �. s+ PF�OP. 5" CQhiG SIDEAiK• . , N. �'� s :, . p . R r :. a r s i/ r . l 1 Q >� I a - ,, , I r: ►'. •": ' 1 :• .y'. ..;•y' ,+_:`'. Ra`M •�'i'1I'r€3 F.fi' 4 I 6 I' T F] ,tj' I P1Af 5Lt '. ^,`•' ii : : ". a' oR:: 2fl RE Eit?T yam,: �' FH ASS L NeV+1" I .. _. _,: •;;+.'': -=: �r %.�: `. GL5 'I OI ES T..' P. ' } ' . i:3 I 1" I p a �� tt� 17f�'{� i4•' !`S J�?� rho ' '` RQA 'tea:' I ` P ED FIRE i= iGN A•• F "�" i TY RE D" I`. s '' `"° 1. �: TEt7' I R. I fi IRA N J, I 0 - -- •', j: PFi [} FIRE C'CtSE ;, ,. i, , • . • . " ... , . , . . )O �:.:. s Iv. :�..:. ." `.`:, T r• : �5' I I :'. '.. T .,.: I' -': . cg.•, Iw ;;. I i/� i I F 4 I ''"• .' :.�•. I. I I ••, I • : �, :i +�♦♦ :I : " i" ii �,: -':: .'•' '1 :TYP 2' CONC. CURB FLUME TYP- I I I I I I I I L 1 L1 4 -� 0 20' 40' 4; %/ � :. r 4 r.. PROPOSED FIRE LANE I N SG TYPE 'D' PROPOSED 'FIRE LANE (TYP.) PR P ED FIRE O OS LANE SIGN TYPE "D' 1 oda C PERMIT SET rn i� Z c Tr(D 2 �, �C4I j 0 W R17 C v N d � 4 V � Z LLI c z W IL Z V `' � i) W CL � W Y Viz_ zQtz QLL� a� >-❑z m W ❑ — C1 - d U ceza >m0- W � W Z) o 1 a,, f? SCO W Ili W C3 C7 Z > ❑ Q RONALD A. MISLOWSKY, JR, W Q w � No.2D674 ❑ 0 o- 4.19 2019�� `�S��NAi✓ L 0 N 0 � (0 N cNv Q Z < z < U Z 3 J W J — (!J _J 3 J _D W i- cr Q W W co (D W WW >_ W Q] _ 2 W U F -- U �_ _ C17 z —LLJ V Q LL J — U7 u1 WY W W W — W U Ll� W 3 Q � Z Y } iIJ Q J rrs J �/� Q VJ r M M r M ao � r m IO Q) F_ Z Z '2` TL 'L� UJ a a a a z a 0 0' w w W er � � a W W LJ a a 0 w ❑ w u) u) LLU W cv Y- 9 w 4 M ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARML€SS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM PROJECT I.JAWS 1 8001 DATE 2019.03-05 DRAWING SCALE A,S NOTED DRAWN I3Y DKV APPROVED BY RAMP! 5700 SHEET '! 8 C3F 2d trench width as required >r/ J / / finished grade 2" R h i" dia. Schedule 40 Steed pipe filled with concrete and painted yellow finished grade 18' dia. Concrete encasement BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged. If installation is in an area having a high groundwater table, the Authority's engineer shall be contacted for hydrant relocation. pad 1'-6" dia. x 6' deep screw type adjustable valve box valve box adaptor locator marker mechanical joint swivel tee with 6" branch APR 09 CL'E NOTEST I. THIS ITEM MAY BE PRECAST OR CAST N PLACE.. 2. CONCREM TO BE CLASS A3 IF CAST N PLAICE, 4000 P51 IF PRECAST 3, OF �� FEEEET CURS LESS] Ati� VIING OF= SSULL BE PAID FOR AS RAMAL COMGNATION CUM 6 GUTTER. 4. FORWITH TA81 QED OPEN -GRADED DRAINAGE LAYER. HE BOT aM OF TtiE CURB L GUTTER SIMLL BE CONSTRUCTEO PARALLEL TO THE SLOPE OF SUBBASE COARSES AND TO THE DEPTH OF THE PAVEMENT, 5, ALLOWABLE CRITERIA FOR THE USE OF CG -6 :S BASED ON kRAQ11HAY CL. ASWiCATION NQ DES" SKIM AS 'SHOWN N APPENDIX A Of THE ROAD DESIGN MANUAL N THE SECTION ON GS URBAN STANDARDS. r.T- u b b fs D .4 A A A U b b . b Tris AREA MAY BE CON.CAETL AT THE OPTION OF THE CCHTRACTOR ERENC.E COMBINATION All CURB AND GUTTER 5 9, vWC;R4A Ut AR1uCNT FiF TQANSPOGIATI;-N 2016 ROAD & BRIDGE STANDARDS THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTER? PARALLEL TO THE SLOPE OF SUBBASE' COURSES PROVIDED A MNGHM DEPTH OF I" IS MAINTAINED ROAD AND BRIDGE STAHOARDS I REVFSION DATE SHEET I OF 1 ` p 14 Note: Comb. curb & gutter having a radius of Sao' or `'° less (along face of curb) shall be paid for as radial combination curb & gutter. e d a 4 4 This item may be precast or cast In place. a 2'- 0" Concrete to be Class A3 if cast in place, 35007 PSI if precast. GG -6R - REVERSE GUTTER N.T.S. (NOT BE USED ON VDOT RICHT-OF-WAY) general backfill location marker location mark nnnornl H-.nrlrfill 8" 24" select backfill 12"' 112 O.D. "tQ L.. CONCRETE CRADLE location marks STANDARD 1", 24" select backfill 12" 12" 8" location marker concrete CONCRETE ENCASEMENT TRENCH & BEDDING END -SECTION 12" - 60" PIPE _HDD END ON OUTLET END -SECTIONS SPIGOT END ON. H -ET END -SECTION `x _ yx R I — �I CONCRETE TO BE L — — — - WJ 4000 PSI MNL" PLAN 5tt:l TUN 1C^Jt FND VIF W All backfiIN to be compacted to 95% of ASTM D698 maximum density. CONCRETE ARCH III 24" Select backfill 6" essevn 24" select backfill 6° 112 D.D. 12` MAR 1 B ALTERNATE END -SECTION 12" - 60" PIPE`' HUB ENO ON OUTLET EFL} -SECTIONS SPIGOT END ON INLET END -SECTION 1� �l CONCRETE TO BE — - — - L I- — - — _ — - — - _ _ JJJ 4000 PSI MINIMUM PLAN C Zzz 3j k STEEL FA�Ri REINiORCEMENT c O PA SECTION X -X 1. All proposed signing and pavement marring shall be in accordance with the most current edition of each of the following and any revision thereto_ A. Manual on Uniform Traffic Control Devices. B. The Virginia Supplement to the Manual on Uniform Traffic Control Devices. C. The Virginia Department of Transportation Road and Bridge Specifications. D. The Virginia Department of Transportation Road and Bridge Standards, 2, All pavement markings shall be thermoplastic (Type B, Class l), EXCEPT lane lines which shall be paint (Type A), 3. Proposed sign locations are approximate and shall be modified in the field to avoid conflict with underground utilities or other obstructions, and to comply with standards referenced in Note 1. 4. Any existing pavement markings, which will conflict with proposed pavement markings, shall be completely (100%) eradicated. 5_ Limits shown of proposed markings are approximate and shall be modified in the. field to insure that the proposed pavement markings continue until existing pavement markings can be matched - E. All signs shall be in accordance with VDOT Standard SP -1 unless noted. 7. Sign support posts shall not be located within 3' of the 5—foot wide sidewalk. 8. Proposed posted speed limits require an engineering speed study stamped by a liscensed professional engineer be submitted to V.D.O.T. for review and approval prier to erecting signs. 9. All signs and pavement markings shall be reviewed in the field with the VDOT Inspector prior to installation. 10.Ail permanent sign posts to be tube type posts VDOT STP -1. Wooden posts only allowed for construction traffic signage. - - END SECTION DIMENSIONS NOTES: PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. F THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT LENGTHS WILL eE REDUCED BY THE FE IN DWNSIoN "D". ReFERi, FLARED ENDS SECTION ,'"" ROAD AHD BRIDGE STANDARDS 12" ^ 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET , OF s 302 VIRGINIA DEPARTMENT OF TRANSPORTATION102,01 I�. CS' C„ VDOT CL A3 CONCRETE J6' c 21-A CONCRETE FLUME DETAIL NOT TO SCALE IT 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN OA. MINIMUM PIPE BURIAL DEPTH PER PIPE (1) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSlTAKE OFF} (MIN. MANUFACTURING REO. SAME AS MIN. SUI�i f4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4' - 30' FOR CORRUGATED HDPE (ADS N•12LHANCOR DUAL WALL, AD& RANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX SOR 35), PVC DWV (EX: SCH 40), PVC C9CO,005. CORRUGATED S RIBBED PVC WATERTIGHTJOINT (CORRUGATED HOPE SHOWN) 1 - GRATESrSGLID CSR SRAIL BE DL1C71LE IRON PER ASTM AS36 VM 104M 2 - FRAMES SHALL BE DUCTILE IRON PERASTM ASM GRADE 70.5c,06. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER B4' WE TO SNIPPING RESTRICT04. SEE DRAWING NO. 7631-11D-065. 4 • DRAINAGE CONNECTION STUB JOINT TIGHTNESS SNAIL CONFORM TO ASTM 03212 FCR CORRUGATED HDPE (ADS N I VHANCOR DUAL U4AL", N 12 HP. d PVC SEWER tC - 2r)- 6 - A➢APTLRS UN BE MOtHNRED ON A04Y AN 0'10 3W. TO DETERMNs MNIMJM ANGLZ BET'A'EEN ADAPTERS SEG DRAV#NG NO. W -1160I2 NYLOPLAST 30" DRAIN BASIN: 2830AG X 1B' MIN WROTH GUIDELINE &' MIN THICKNESS GUI DEUNE END SECTION DIMENSIONS Z — PIPE DIAWTER A B C O E 12" V. 2'-O" 2'•G" 4"-O" 2`-0", GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I. CLASS IL OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE Z PLACED d COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321 r_s. 4'-0." 3,_0"" 21" 9H ' 2`AT 2'-T" 3'-0'" 3'-6" z 2 z 4 O LI_ © O }0 z co z a E Lu Lu W �-- W L'_- O U -- 30" V -O" 4'-6" r-7 Wi. W ED � 33"V-t co LL � ED 4"-1f?' 2+_31 36" 1 -3"8'-3"2'_b4' co a < RONALD A. MILSLOWSKY, JR. WZ W No.201574 c� 4-19 2419' LO p IV-V f 0 CN o CO 2'•O" 6'-O" d z t3 a--1 >U) "' r —I &W &a J a.W (� w Z 6 ~/n� 0- v! _z 0 0 j w W Q Z 7 -S O W 2'-11" S'-O"S-3" M d WJ All backfiIN to be compacted to 95% of ASTM D698 maximum density. CONCRETE ARCH III 24" Select backfill 6" essevn 24" select backfill 6° 112 D.D. 12` MAR 1 B ALTERNATE END -SECTION 12" - 60" PIPE`' HUB ENO ON OUTLET EFL} -SECTIONS SPIGOT END ON INLET END -SECTION 1� �l CONCRETE TO BE — - — - L I- — - — _ — - — - _ _ JJJ 4000 PSI MINIMUM PLAN C Zzz 3j k STEEL FA�Ri REINiORCEMENT c O PA SECTION X -X 1. All proposed signing and pavement marring shall be in accordance with the most current edition of each of the following and any revision thereto_ A. Manual on Uniform Traffic Control Devices. B. The Virginia Supplement to the Manual on Uniform Traffic Control Devices. C. The Virginia Department of Transportation Road and Bridge Specifications. D. The Virginia Department of Transportation Road and Bridge Standards, 2, All pavement markings shall be thermoplastic (Type B, Class l), EXCEPT lane lines which shall be paint (Type A), 3. Proposed sign locations are approximate and shall be modified in the field to avoid conflict with underground utilities or other obstructions, and to comply with standards referenced in Note 1. 4. Any existing pavement markings, which will conflict with proposed pavement markings, shall be completely (100%) eradicated. 5_ Limits shown of proposed markings are approximate and shall be modified in the. field to insure that the proposed pavement markings continue until existing pavement markings can be matched - E. All signs shall be in accordance with VDOT Standard SP -1 unless noted. 7. Sign support posts shall not be located within 3' of the 5—foot wide sidewalk. 8. Proposed posted speed limits require an engineering speed study stamped by a liscensed professional engineer be submitted to V.D.O.T. for review and approval prier to erecting signs. 9. All signs and pavement markings shall be reviewed in the field with the VDOT Inspector prior to installation. 10.Ail permanent sign posts to be tube type posts VDOT STP -1. Wooden posts only allowed for construction traffic signage. - - END SECTION DIMENSIONS NOTES: PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. F THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT LENGTHS WILL eE REDUCED BY THE FE IN DWNSIoN "D". ReFERi, FLARED ENDS SECTION ,'"" ROAD AHD BRIDGE STANDARDS 12" ^ 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET , OF s 302 VIRGINIA DEPARTMENT OF TRANSPORTATION102,01 I�. CS' C„ VDOT CL A3 CONCRETE J6' c 21-A CONCRETE FLUME DETAIL NOT TO SCALE IT 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN OA. MINIMUM PIPE BURIAL DEPTH PER PIPE (1) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSlTAKE OFF} (MIN. MANUFACTURING REO. SAME AS MIN. SUI�i f4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4' - 30' FOR CORRUGATED HDPE (ADS N•12LHANCOR DUAL WALL, AD& RANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX SOR 35), PVC DWV (EX: SCH 40), PVC C9CO,005. CORRUGATED S RIBBED PVC WATERTIGHTJOINT (CORRUGATED HOPE SHOWN) 1 - GRATESrSGLID CSR SRAIL BE DL1C71LE IRON PER ASTM AS36 VM 104M 2 - FRAMES SHALL BE DUCTILE IRON PERASTM ASM GRADE 70.5c,06. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER B4' WE TO SNIPPING RESTRICT04. SEE DRAWING NO. 7631-11D-065. 4 • DRAINAGE CONNECTION STUB JOINT TIGHTNESS SNAIL CONFORM TO ASTM 03212 FCR CORRUGATED HDPE (ADS N I VHANCOR DUAL U4AL", N 12 HP. d PVC SEWER tC - 2r)- 6 - A➢APTLRS UN BE MOtHNRED ON A04Y AN 0'10 3W. TO DETERMNs MNIMJM ANGLZ BET'A'EEN ADAPTERS SEG DRAV#NG NO. W -1160I2 NYLOPLAST 30" DRAIN BASIN: 2830AG X 1B' MIN WROTH GUIDELINE &' MIN THICKNESS GUI DEUNE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (10' MIN.. aASED ON MANUFACTURING REO.) B' AIN DRAT! IDPTN]Ns LOAb RATIO 1 PART s , DRAWINGS PEt3E AN MEETS FF20 3090tGP t3C1 lir f $ - MEETS H:7G 311o✓SC.:sS. 7701 1122, BOND COVER MEETS F}2C 3P?4Cf,C �]L1 - DOME NA I 30990 15. I-_ 70G i i ID 223 PERMIT SET TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR Z — GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE LU DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, I --C4 TRAFFIC LOADING, d OTHER APPLICABLE DESIGN FACTORS. Q SEE DRAWING NO. 7001-110.111 FOR NON TRAFFIC INSTALLATION (5) ADAPT€RANMES >lL VARIABLE DING TO PLq ACCORDING TO BANS THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER U) C GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I. CLASS IL OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE Z PLACED d COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321 (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (10' MIN.. aASED ON MANUFACTURING REO.) B' AIN DRAT! IDPTN]Ns LOAb RATIO 1 PART s , DRAWINGS PEt3E AN MEETS FF20 3090tGP t3C1 lir f $ - MEETS H:7G 311o✓SC.:sS. 7701 1122, BOND COVER MEETS F}2C 3P?4Cf,C �]L1 - DOME NA I 30990 15. I-_ 70G i i ID 223 PERMIT SET co Z — LU .. I --C4 ca Q 7+ N 0=0 >lL M U) C CD a °) a} _ Cn r N Z w C CLz w L0 O c� z 2 z 4 O LI_ © O }0 z co z a E Lu Lu W �-- W L'_- O U z W of >m[L Wi. W ED � co LL � ED W� a0� co a < RONALD A. MILSLOWSKY, JR. WZ W No.201574 c� 4-19 2419' LO p F G FONA1- z 0 CN o CO a 04 to CN N < z ¢ z d z t3 a--1 >U) "' r —I &W &a J a.W (� w Z 6 ~/n� 0- v! _z 0 0 j w W Q Z 7 -S O W Ir L.L C] o C) E M d WJ M r 00 r © C13 N UJ LU 0 U © CJ z >_ z r z i LU LU Lia 0 LU coC Q 12� LII of LLI a_ � m W 13 LU UD W 0 W 01� Ir 0 OY di Oa cb Lu I- ALL DOCUMENTS PREPARED BY PENNON] ASSOCIATES ARE INSTRUMENTS OF SERMCE IN RESPECT OF THE PROJECT THEY ARE NOT INTENIC)i OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNON] ASSOOIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BEAT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALLINDEMNIFY AND HOLT] HARMLESS PENNONI ASSOCIATES FROM AIL CLAIMS, DAMAGES. LOSSES AND EXPENSES ARISING OUT OF OR RESULTING? THEREFROM PRET DAWS 18001 DATE 2019-03-05 DRAWING SCALE AS NOTED DRAWN BY DKV APPROVED BY RAM CS800 SHEET 19 OF 20