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HomeMy WebLinkAbout42-17 Site PlanHERAN 0 PARK RECREATIONAL ACCESS PROGRAM SITE PLAN FREDERICK( COUNTY, VIRGINIA LOCAL UTILMES NOVEMBER 1 2017 WATTER /SFS WER DISTRICT CABLE SERVICE FREDERICK WATER COMCAST COMMUNICATIONS REVISED JANUARY 25 2018 P.O. BOX 1877 195 RAINVILLE ROAD WINCHESTER, VA. 22604 WINCHESTER, VIRGINIA 22602 (540) 868-1061 (540) 504-0942 REVISED APRIL 3, 201 8 ELECTRIC SERVICE GAS SERVICE DEVISED MAY 229 2018 SHENANDOAH VALLEY ELECTRIC COOP WASHINGTON GAS 3463 VALLEY PIKE P.O. BOX 2400 O P EQ U O N MAGISTERIAL DISTRICT WINCHESTER, VA. 22602 WINCHESTER, VIRGINIA 22604 (540) 450-2039 (540) 869-1111 PREPARED FOR. TELEPHONE SERVICE OWNER/DEVELOPER VERIZON 404 HILLANDALE LANE COUNTY WINCHESTER, VA. 22602 (540) 665-3156 SOILS MAP Scale:. 1 " = 300' 107 NORTH KENT STREET WINCHESTER, VIRGINIA 22601 (540) 665-5600 SP# 42-1 7 IF # XXX -XXX LOCATION MAP Scale: 1 " = 2000' PREPARED BY: PENNONI ASSOCIATES INC. kT o 4 I � nnom 0 CALL BEFORE YOU DIG ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA CALL 1-804-552-7001 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): 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. 117 East Piccadilly Street Winchester, VA 22601 T 540.667.2139 F 540.665.0493 Sheet List Table Sheet Number / 98 . z 1 COVER SHEET 1B NOTES AND LEGENDS 3 MAINTENANCE OF TRAFFIC PLAN 4 EXISTING CONDITIONS PLAN 3C SITE PLAN 5A / r 6 GRADING PLAN 3B 44B UTILITY PLAN 8 UTILITY PLAN 9 WATERLINE PROFILE AND WATER DETAILS 10 WATER AND SANITARY SEWER (DETAILS 11 f 12 WARRIOR DRIVE -ROAD SECTIONS AND ROAD DETAILS 13 SIGHT DISTANCE PROFILE 14 ` 9B 1 15 EROSION AND SEDIMENT CONTROL PLAN PHASE I / � I f EROSION AND SEDIMENT CONTROL PLAN PHASE II 17 f \ 41D 18 EROSION AND SEDIMENT CONTROL DETAILS AND NARRATIVE SOILS MAP Scale:. 1 " = 300' 107 NORTH KENT STREET WINCHESTER, VIRGINIA 22601 (540) 665-5600 SP# 42-1 7 IF # XXX -XXX LOCATION MAP Scale: 1 " = 2000' PREPARED BY: PENNONI ASSOCIATES INC. kT o 4 I � nnom 0 CALL BEFORE YOU DIG ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA CALL 1-804-552-7001 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): 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. 117 East Piccadilly Street Winchester, VA 22601 T 540.667.2139 F 540.665.0493 Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 NOTES AND LEGENDS 3 MAINTENANCE OF TRAFFIC PLAN 4 EXISTING CONDITIONS PLAN 5 SITE PLAN 5A TRAIL SIGNAGE AND STRIPING PLAN 6 GRADING PLAN 7 UTILITY PLAN 8 UTILITY PLAN 9 WATERLINE PROFILE AND WATER DETAILS 10 WATER AND SANITARY SEWER (DETAILS 11 ROAD PLAN AND PROFILE 12 WARRIOR DRIVE -ROAD SECTIONS AND ROAD DETAILS 13 SIGHT DISTANCE PROFILE 14 EROSION AND SEDIMENT CONTROL PLAN PHASE 1 15 EROSION AND SEDIMENT CONTROL PLAN PHASE I 16 EROSION AND SEDIMENT CONTROL PLAN PHASE II 17 EROSION AND SEDIMENT CONTROL PLAN PHASE II 18 EROSION AND SEDIMENT CONTROL DETAILS AND NARRATIVE 19 EROSION AND SEDIMENT CONTROL DETAILS 20 STORMWATER MANAGEMENT PLAN 21 STORMWATER MANAGEMENT PLAN 22 BMP COMPUTATIONS 23 STORMWATER MANAGEMENT COMPUTATIONS 24 STORMWATER MANAGEMENT COMPUTATIONS 25 LANDSCAPE PLAN 26 LANDSCAPE DETAILS 27 SITE DETAILS 28 SITE DETAILS 29 SITE DETAILS USGS MAP Scale: 1" = 2000' OWNER 1 DEVELOPER C/O COUNTY OF FREDERICK VIRGINIA 107 N. KENT STREET WINCHESTER, VIRGINIA 22601 PHONE: 540-665-5678 OWNER'S SIGNATURE DATE SITE PLAN APPROVAL NAMEDATE" I �� SITE PLAN NUMBER q2_11-4 RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. APPROVED BY FREDERICK COUNTY ZONING ADMINIST OnATOR SITE PLAN APPROVAL VALID FOR 5 YEARS FROM APPROVAL DATE DATE Iz Y O 0 z < _ 0Q 0 z m w O ©ww Wza mina www CO P< � O W gy U) C0 w OOz wZLU J Q Q � DAVID L. Lic. No. 1061 0-5—.22-10,,, J T �j N CN Z w j W Z':CL' � � LL z It w Q o U r Z I— 0 Y O 0 U Z O' H z I— � w< LU L) xz o V a Lo N w U pLU U � Q Z W W W j O U) a LA_ � U) Utz LLJ > I- W = UJ C) F_ U co M Z < O 4 W z m co /2/// U) co as T �j N CN Z w j W Z':CL' � � LL z It w Q o U r Z I— 0 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 BEAT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMN4FY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS0001 SHEET 1 OF 29 Y O 0 U Y H z � LU L) xz o V a V)v C.) LULL w U pLU LU w Q V LL LU U LU LCr U) O U) a � W CL Uj o 0 a M CV O z m co co co as O C4 N O LO CV O Cl) O O -1�1 CN C? L CV LU VI AjCV 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 BEAT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMN4FY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS0001 SHEET 1 OF 29 a U a 0 a CONSTRUCTION DOTES GENERAL 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 IMMEDIA TEL Y 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 PROXIMITY OF 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, VERTICALLYAND 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 COMMONW€ALTH 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 REMAIN 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, ALLA Y 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 BE SOLE RESPONSIBILITY OF THE PRIMARY CONTRACTOR AND PROPERL YANDIMMEDIATELY REPAIRED BY THE CONTRACTOR. SUCH REPAIRS SHALL BE TO THE ORIGINAL CONDITION, IN COMPLIANCE WITH 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 A T 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 RELOCATEALL 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 BE A 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. ANY OUTDOOR SITE LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 165-201.07 OF THE FREDERICK COUNTY CODE. FIRE AND RESCUE 1. BURNING OF CONSTRUCTION DEBRIS AND CLEARING AND GRUBBING DEBRIS ON SITE 1S PROHIBITED. 2. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. EROSION CONTROL 1. A LAND DISTURBANCE PERMIT WILL BE REQUIRED PRIOR TO INITIATING ANY SITE WORK. THIS PERMIT CAN BE OBTAINED FROM THE FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS. A PRECONSTRUCTION CONFERENCE SHALL BE HELD ON SITE PRIOR TO INITIATING ANY WORK. 2. TEMPORARYAND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD. 3. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE CONTINUOUSL Y MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. 4. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIA TEL Y UPON COMPLETION OF PIPE -LAYING IN THE AFFECTED AREA. 5. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED WITH 4" TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS COVER. DENUDED AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS. 6. ALL EROSION CONTROL MEASURES TO BE MAINTAINED IN ACCORDANCE WITH VESCH HANDBOOK. VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT REV, JUNE 19, 2013 VDOT GENERAL NOTES V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN, V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL SAFETY & HEALTH (VOSH) RULES AND REGULATIONS. V3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. 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 CONSTRUCT10N ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBILITY, V5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. V6. IF REQUIRED BY THE LOCAL VDOT LAND DEVELOPMENT OFFICE, A PRE -CONSTRUCTION CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER AID/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 WITH SECTION 3.02 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. 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 VDOT STANDARDS AND PROCEDURES. V14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN ACCORDANCE WITH THE UFT 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. A5. VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. V16. A POST INSTALLATION VISUAL/VIDEO 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 WITH SECTION 304 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP. 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 VDOT DAILY, UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP. V22. IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX (36) INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO PLACING PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB -1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V23. VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON THESE PLANS IN ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA. FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE. 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, WERE 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. FREDERICK WATER 1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT HTTPS:IIFREDERICKWATER. COM/ 2. THE CONTRACTOR SHALL ADHERE TO THE STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME OF CONSTRUCTION. 3. THE CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 4. THE CONTRACTOR SHALL CONNECT A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 5. A NEW WATER (OR FORCED SEWER) MAIN SHALL BE CONNECTED TO AN EXISTING MAIN BY WET TAP. THE AUTHORITY SHALL FURNISH ALL NEEDED MATERIAL AND MAKE THE TAP. AN APPLICATION FOR WET TAP SHALL BE SUBMITTED AND THE INITIAL FEE PAID BEFORE THE TAP IS MADE. 6. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 7. THE AUTHORITY`S MAINTENANCE DIVISION SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2" IN SIZE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY, BEFORE A PERMANENT METER IS INSTALLED: A_ THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED WITH THE COPPERSETTER. B_ THE FRAME AND COVER SHALL BE SET TO FINAL GRADE. C. THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE COPPERSETTER SHALL TO BE BETWEEN 18 AND 21 INCHES. D. ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. 8. FOR SERVICES THAT CONNECT TO EXISTING LINES: A. THE AUTHORITY SHALL FURNISH AND INSTALL.- 1. NSTALL.1. ALL 5/8'X3/4", 3/4", 1 ", 1 112" AND 2" WATER SERVICES 2- ALL SEWER SERVICES. B. THE OWNER/DEVELOPER SHALL: 1. COORDINATE (OR HAVE THE CONTRACTOR COORDINATE) THE LOCATION OF THE SERVICE LATERAL WITH THE AUTHORITY`S ENGINEERING ASSISTANT 2. SUBMIT AN APPLICATION FOR SERVICE AND PAY THE REQUIRED FEES. 9. ALL WATER SERVICE LINES MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR 1013, 10. ALL FIRE LINES MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047. ANY EXTERIOR, PRIVATELY OWNED FIRE LINE SHALL ALSO HAVE AFIRE SERVICE METER, THIS ASSEMBLY SHALL BE INSTALLED IMMEDIATELY BEFORE THE BACKFLOW PREVENTION UNIT. RADIO READ REMOTES ARE REQUIRED. 11. THE AUTHORITY SHALL REVIEW THE MECHANICAL PLAN(S) FOR DESIGN AND MATERIAL APPROVAL OF A BUILDING'S: A. DOMESTIC WATER METER AND ITS BACKFLOW PREVENTION DEVICE, AND/OR ITS B. FIRE SERVICE LINE'S BACKFLOW PREVENTION DEVICE. 12. DEQ MUSTALSO APPROVE SEWER PUMP STATIONS. FCSA REQUIRES A COPY OF DEQ'S CERTIFICATE TO OPERATE AND A COPY OF THE STATION'S DEQ APPROVED O&M MANUAL. THESE DOCUMENTS MUST BE RECEIVED BEFORE SUBSTANTIAL COMPLETION IS ISSUED AND WATER METERS RELEASED. OCT 2011 SITE DEVELOPMENT SUMMARY PHASE I. ......................°............•................ WARRIOR DRIVE, PARKING LOT MECH SWM AND OUTDOOR GYM PHASE II: ........................................... ..... RESTROOM AND PICNIC SHELTER BLDG SWM AND OUTDOOR GYM TAX IDENTIFICATION NUMBER ............................ 86-A135 EXISTING ZONING .............................................. RA SITE ADDRESS.......................•....••..••.••...••••.•.••••••.•. 525 & 529 LINE DRIVE CURRENT USE ........................................................ VACANT PROPOSED USE .. .................................................. PARK 1 PARKING AREA MAGISTERIAL DISTRICT ....•••••.•••...•...••••.•.•..•••.••..•• OPEQUON MAGISTERIAL DISTRICT TOTAL PARCEL ACREAGE .................................... 88.68 ACRES DISTURBED AREA .......................................•......... 2.38 ACRES DEVELOPED AREA .......................................... 2.38 ACRES IMPERVIOUS AREA— ...............•....................... ....... 1.02 ACRES ON-SITE..................................................................... 2.38 ACRES OFF-SITE . ........... ............................... ....... .................. . 0.23 ACRES TOTAL......................................................................... 2.61 ACRES WOODLANDS AREA OF EXISTING WOODLANDS . .38.38 ACRES AREA OF WOODLANDS DISTURBED .. ..................... 0,15 ACRES (0.39%) YARDSISETBACKS REQUIRED PROVIDED FRONT YARD ON COLLECTOR OR MINOR STREETS 60' NIA SIDE 50' NIA REAR 100, NIA PARKING SETBACKS FROM RIGHT-OF-WAY FROM PROPERTY LINE SIGN REQUIREMENTS FRONT SETBACK HEIGHT TOTAL SIZE BUILDING REQUIREMENTS HEIGHT REQUIRED 10' 5' REQUIRED 10` 15' MAX. 100 SF. MAX. PROVIDED 68' 254' PROVIDED 10' 5' (3'X5')15 SF. EXISTING ra►ZM � 8" AMG W -G- T - , Azt^ X (690.50) 690 + 690.51) 0-I0 -a-- DESCRIPTION LIMITS OF CLEARING AND GRADING SANITARY SEWER WITH MANHOLE WA TERL INE GAS LINE UNDERGROUND ELECTRIC SERVICE TELEPHONE LINE STORM SEWER DROP INLET CONCRETE CG -6 CG -6R CONTOURS SPOT ELEVATION BUILDING UTILITY POLE SIGN POST PROPERTY LINE FIRE HYDRANTASSEMBLY GATE VALVE LIGHT POLE ABBREVIATIONS AD AREA DRAIN MECH APPX. APPROXIMATELY MEP BLDG BUILDING MH B.M. BENCHMARK MIN SMP BEST MANAGEMENT PRACTICE MSE BRL BUILDING RESTRICTION LINE NBL BVCE BEGIN VERTICAL CURVE ELEVATION OC r W OCEW BVCS BEGIN VERTICAL CURVE STATION O x BW BOTTOM OF WALL OHE CI CAST IRON PROP O C)Z PVC CL CLASS PVP CO CLEANOUT DAVID L. F UJ M � Lic. No. 1061 RCP CONIC CONCRETE ROW CWR CHILLED WATER RETURN RTE CWS CHILLED WATER SUPPLY SBL DI DROP INLET :¢� © U) SEC DIA DIAMETER J DIP DUCTILE IRON PIPE SF EA EACH SHT CD w w U CD z �.� � Q SS EC EROSION CONTROL ELEV ELEVATION STM ES END SECTION STR EVCE END VERTICAL CURVE ELEVATION TD EVCS END VERTICAL CURVE STATION TELCO EX EXISTING TP FT FEET TW F.F.E. FINISHED FLOOR ELEVATION TYP F.H. FIRE HYDRANT UGE FOR FUEL OIL RETURN UGT FOS FUEL OIL SUPPLY VDOT G. V. GATE VALVE VERT HORIZ HORIZONTAL WWF INV INVERT 1/Wl/M LOD LIMITS OF DISTURBANCE W/ MAX MAXIMUM WV w 0 MLP METAL LIGHT POLE HCP MSP METAL SIGN POLE o F- F.H. ASSY FIRE HYDRANTASSEMBLY PARKING SCHEDULE MECHANICAL MECHANICAL, ELECTRICAL, PLUMBING MANHOLE MINIMUM MECHANICALLY STABILIZED EARTH NORTH BOUND LANE ON CENTER ON CENTER EACH WAY OVERHEAD ELECTRIC PROPOSED POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION REINFORCED CONCRETE PIPE RIGHT-OF-WAY ROUTE SOUTH BOUND LANE SECTION SQUARE FEET SHEET STAINLESS STEEL STEAM STRUCTURE TRENCH DRAIN TELECOMMUNICATIONS TREE PROTECTION TOP OF WALL TYPICAL UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE VIRGINIA DEPARTMENT OF TRANSPORTATION VERTICAL WELDED WIRE FABRIC WELDED WIRE MESH WITH WATER VALVE DIAMETER HANDICAP PARKING PARKING SPACES REQUIRED ......................... .32 SPACES (15 SPACES PER AC. ITE LAND USE CATEGORY 411) PARKING SPACES PROVIDED ...........................53 SPACES H.C. SPACES REQUIRED................................•..3 (1 VAN ACCESSIBLE) H.C. SPACES PROVIDED ..... ...........................3 (2 VAN ACCESSIBLE) LOADING SPACES REQUIRED ............ .............0 LOADING SPACES PROVIDED ............................0 PRESENT OWNER: FREDERICK COUNTY, VIRGINIA DB. 440 PG. 421 ALLOWED PROVIDED 35MAX. BUILDINGS HT. NOT TO EXCEED 35' WATER AND SEWER DEMAND WATER AND SEWER DEMAND •••••..•..•. 300 GPD U m a' liftZ o c w�� Cc Dr) Q CN© aCN U-) U- O 0 > r� M, � L Q(Dr- Z W O Z CL Z r W Ln O x U d zQ 0w O C)Z op M aLLI ���,TH Lijw LL 0 ~ L) fYz0 Ud > m n DAVID L. F UJ M � Lic. No. 1061 cryui co AR z 3 w 0OZG cf) © d zzw w :¢� © U) � p d J z < _0 I- 0 U QLn z Ci CD w w U CD z �.� � Q w w0 >3w - U o J lY �_ q Z l2 ° p a Y Lu U C) ~ Q () z Q ILLQ� 0(f)w w = U) Q o z co a © z Q o w U) U I- z F- z uJ uJ oF z Of O w F- F- C) J o F- O U x V cn z ~O o 0 O f> z F- LU O LLj af u d cc LLLI Elf O 0- o LU u w O_ d Ln v m N - O z co ca o0LN co Y r rNO OO LU NCV ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR RFPRESENTED TO BE SWTABLE 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 RISC AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS. DAMAGE'S. LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT FRED 1702 DATE 2017-11-06 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF C'S0002 SHEET 2 OF 29 Page 6F-60 April 2015 April 2015 TYPE 3 BARRICADES l.4-.....___ 4 OR.8 FEET SEE NOTE 4 tE o Wco LO �otcr `y -•-- 80'- 120' Q 8 12 inches �ppt NOTE T Q SHADOW VEHICLE Z REQUIRED 5 FET{ MIN Z W 1.0 IL SEE NOTE 1 Y v O =mTRA0 RUMBLESTRIPS SEE NOTA 14 V_Z� + 005 SEE {'a TIO d < t .u..� qF W a���,TH ❑ 6 €ndvr 45° W i -0U ✓ Fz0 3 m a FFIC FR OW W U) O No. 1061 r j W LEFT OF ARRIC D I, TRAFFIC 1 p� IRO� scApE €QHT OF EA'RI�' AR1 Oz - r'g 'ho�v 2 L RUMBLE STRiPa TRAFFIC FLOW Q ROAD CLOSED Z J `'' m z THE SIDES OF BARRICADES FACING TRAFFIC SHALL BE & INCH ORANGE & WHITE FLUORESCENT PRISMATIC (HIGH OBSERVATION ANGLE) LENS STRIPES REQUIRED 1.: Revisioa 1 — 4/1/201.; bi a ii U Z C 4 i SEE NOTE 4 tE o Wco LO �otcr `y -•-- 80'- 120' Q LL �ppt NOTE T Q SHADOW VEHICLE Z REQUIRED Z W 1.0 IL SEE NOTE 1 Y v O RUMBLESTRIPS SEE NOTA 14 VIA + 005 SEE {'a TIO d < t .u..� qF W a���,TH ❑ € OTE 1 W i -0U ✓ Fz0 3 m a SEE W U) O No. 1061 r j W NOTE 1 W scApE rn AR1 Oz lEI 1P"C%I~ AR 2 RUMBLE STRiPa Q SHADOW VEHICLE REQUIRED SEE DOTE 4 501-100, FLAGGED: STATION SEE NOTE 2 SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 SFE 01 E SEE NOTE 1 416 1: Revision 1-4/1/2015 SEE NOTE 1 Page 6H-53 April 2015 Lane Closure on a Two -Lane Roadway Using Fiaggers (Figure TTC-23.1) 500+ b i E 3 ;Am, G20-2 (V) SEE NOTE 4 r- FLAGGER STATION `.� SEE NOTE 2 SEE NnTF' I SEE NOTE 4 r� Z o Wco LO �otcr `y -•-- 80'- 120' Q LL �ppt NOTE T Q SHADOW VEHICLE Z REQUIRED SEE NOTE 4 r- FLAGGER STATION `.� SEE NOTE 2 SEE NnTF' I 1: Revision 1— 4/1/2015 Pale 6H-53 tic3 r� Z o Wco LO �otcr �s77S I -E Q LL �ppt NOTE T Q Z It Z W 1.0 IL SEE NOTE 1 Y v O RUMBLESTRIPS SEE NOTA 14 OW00E SEE {'a TIO d < t .u..� qF W a���,TH ❑ € OTE 1 W i -0U ✓ Fz0 3 m a SEE W U) O No. 1061 r j W NOTE 1 W scApE rn AR1 Oz co wzIL 1: Revision 1— 4/1/2015 Pale 6H-53 tic3 r� Z o Wco LO �otcr cn c=; Q LL cc U ti cn Q Z LU.c r': ti Z W 1.0 IL Y v O Z<F- OW00E qF W a���,TH ❑ W i -0U ✓ Fz0 3 m a eA DAVID L. W U) O No. 1061 r j W /Lic. W scApE rn AR1 Oz co wzIL 2 Q J Z Z J `'' m z LL W Q Lo LL CID1 N LU C14 A U V WU Z W � 0 0 �. U) CLc,� Ll_ W W 0 p o x es LL Cr U0LW W LL ?� Z O W 01— W U LL. z W zz p r -U 0 Iv W � U) z Q z z< W Z) W z_ W < I 2 Cn ❑ ❑ 0 Y z~ W Z rl.I U � 0 Z LUZ W Q m U U 0 U Y z 0 CL Z > O 0 0 0 ILL LU c�7 a) � a_ a � o a_ LO %r cv cN — O z m ao m 0o .0 CD C14 N N T r W CV NCV Lo m 4 r cV L6 cV Q 0 Lo 'q: r N 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 PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS0003 SHEET 3 OF 29 W � 24 0 �- 0 ul � a- 12 C6 0 E � 2 C & .. � 0! a_ j i �, i � if 2 i6 co 0 � 2 Name Tax Map Number UsIt Zonin INST. # OR DB/ PG I Old Dominion Greens, LLC 75P-1-2-182 Open Space RP IN ST# 12-10979 2 Stephen & Katie Stickland 75P-1-3-177 Residential RP IN ST# 15-6005 3 David Adams 75P-1-3-176 Residential RP IN ST# 14-11044 4 Old Dominion Greens HOA Inc. 7SP-1-3-207C Residential RP I N ST# 14- 2692 5 Christopher J. Presutti Jr. 75P-1-3-175 Residential RP I NST# 14-9900 6 William e. & Elizabeth Landers 75P-1-3-174 Residential RP I NST# 14- 5311 7 Daniel E & Debra M. Oman 75P-1-3-173 Residential RP I NST# 17-6326 8 Nicholas L. & Susan Pitsch 75P-1-3-172 Residential RP I NST# 14-5364 9 Carolyn A. Law 75P-1-3-171 Residential RP IN ST# 14-5089 10 Dan Ryan Builders Mid -Atlantic LLC 75P-1-3-170 Residential RP IN ST# 16-7676 11 Joshua & Elizabeth Ann Bauer 75P-1-3-168 Residential RP IN ST# 15-9707 12 Dan Ryan Builders Mid -Atlantic LLC 75P-1-3-167 Residential RP IN ST# 16-7676 13 Old Dominion Greens Homeowners Assoc. Inc. 75P -1-3-207B Open Space RP IN ST# 14-2682 14 Albin Estates of Stephens City Homeowners Assoc. 75F -4-205C Open Space RP I NST# 11-211 15 George McKinley 75J-914-268 Residential RP INST#09-670 16 Janice Weatherholtz 75J-914-261 Residential RP INST# 15-11446 17 Robert K. & Linda S. McMillen 75J-914-260 Residential RP IN ST# 13-6179 18 Leon E. & Karol L. Treutle 75J-914-259 Residential RP DB 905 PIS 190 19 Douglas A. & Regina H. Evans 75J-914-258 Residential RP I NST# 03-4297 20 Joseph B. Jr. & Mary F. Cox 75J-914-257 Residential RP I NST# 03-22695 21 Randall S. &Donna John 75J-914-256 Residential RP IN ST# 03-2 6035 Z2 Desiree Brunelle &Susan Hohm 75J-712-229 Residential RP IN ST# 14-6916 23 Sylvia E. & WalterJ. Jr. Chandler 75J-712-228 Residential RP IN ST# 14-1978 24 Theodore J. & Claudia L. Mi lone 75J-712-227 Residential RP DI3 894 PG 1786 2S Rache I L, Hoffman 75J-712-226 Residential RP INST#06-18553 26 Efrain A. & Maria N. Viera 75J-3-5-118 Residential RP INST#05-16978 27 Frederick R. & Frances P. Hill 75J-3-5-117 Residential RP INST#04-1510 28 Robert E. &Julie A. Stewart 75J-3-5-116 Residential RP INST#01-7907 29 Kenneth J. Maureen K, Salvatore 75J-3-5-115 Residential RP DI3 840 PG 1783 30 Brian C. & Daina Montgomery 75J-3-5-114 Residential RP I N ST# 16-4519 31 Carey D. & Francesca C. Gruszie 75.1-1-2-47 Residential RP INST#14-7056 32 Duane A. & Margaret S. Griffith 75.1-1-2-46 Residential RP I N ST# 02- 9151 33 Kyle Sean &Jacklyn L. Bauer 75J-1-2-45 Residential RP IN ST# 12-13739 34 Erin M. Burriss 75J-1-2-44 Residential RP IN ST# 15-324 35 James Michael &SusanJeanette Rankin 75J-1-2-33 Residential RP IN ST# 17-7492 36 Rheannon N. Akers 86 D-1-56 Residential RP IN ST# 10-677 37 Stephanie L. Pierce & Michael Denver Hess 86 D-1-55 Residential RP INST#07-7358 38 Cassie Golightly 86 D-1-54 Residential RP IN ST# 10-3164 39 Adam L. & Karen M. Byerly 86 D-1-53 Residential RP INST#05-11240 40 Ja'Nae Banks 86 D-1-52 Residential RP IN ST# 13-7143 41 John M, & Kay A, Rice 86 D-1-51 Residential RP I N ST# 07- 14629 42 Kim s. Ferraro 86 D-1-50 Residential RP INST#02-18373 43 Mia G. Massoccoli 86 D-1-49 Residential RP DB 927 PG 79 44 Malcolm H. 11 & Melanie P. Von De Riet 86 D-1-48 Residential RP I NST# 11-6173 45 Thomas H. Grimes 11 86 D-1-47 Residential RP I NST# 05-17444 46 Marco Anto In i o Rive ra 86 D-1-46 Residential RP I NST# 05-17626 47 Douglas S. N ewcome 86 D-1-45 Residential RP INST#01-13618 48 Daniel V. Brereton 86 D-1-44 Residential RP IN ST# 15-4915 49 Darrell B. &Sue E. McDonald 86 D-1-43 Residential RP DB 966 PG 966 50 Lynda A. McDonald 86 D- 1-42 Residential RP INST#06-11225 51 Jane E. Boyd 86 D- 1-41 Residential RP DB 857 PG 1451 52 Jody M. Sasser 86 D-1-40 ResidentiaIl RP DB 979 PG 1132 53 Robert L. McKeever 11 86 D-1-39 Residential RIP DB 910 PG 890 54 Stacy A. Wi I I ingham 86 D-1-38 Residential RP INST#07-6211 55 Booth V. 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THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY CWNFR OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATICN BY PENNOM ASSOCIATES FOR THE II 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 AR�SING OUT OF OR RESULTING THEREFROM. PROJECT FRED1702 DATE 2017-11-17 DRAWING SCALE 11" = 100' DRAWN BY KLM APPROVED BY DLF CS0201 SHEET Z�M w L) o � ¢_ o LL 00 Jajo z LL Lu IL0v wFt ZX mama - www HBafO LL mow°° rn Lu aoz zo¢ Z CL LLj :2` af C) J U) J Q J Q PA, m DAVID L. Lic. No. 1061 0.5-22-10 0 _< Z < 0 W < � Of �- N 3 w ,r :5LLJ CV Ld 0 �! 3 Q L) P 2 ry Of J F- Y CL �' CL w � > � w aC �" LL a U) � z o W W LL z= Lu a 0 o C) r3:z 4 U c) � �a z <D < o ry w +� co rs Z o W _ CDb c`nD0 W �b� H- No 04 Y t3ajLL. O C) Y m U � CC `„ c Z co z Z� It W LO Z�M w L) o � ¢_ o LL 00 Jajo z LL Lu IL0v wFt ZX mama - www HBafO LL mow°° rn Lu aoz zo¢ Z CL LLj :2` af C) J U) J Q J Q PA, m DAVID L. Lic. No. 1061 0.5-22-10 0 _< Z < 0 W < � Of �- N 3 w ,r :5LLJ CV Ld 0 �! 3 Q L) P 2 ry Of J F- Y CL �' CL w � > � w aC �" LL a U) � z o W W LL z= Lu a 0 o C) r3:z 4 U c) � �a z <D < o ry w ALL DOCUMENTS PREPARED BY PENNCNI 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 PENNON] ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT CF OR RESULTING THEREFROM. PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE 1 " _ 30' DRAWN BY KLM APPROVED BY I]LF csi 001 SHEET 5 OF 29 Y ❑ O C) Y m z w o m 0 z w w Lu0 ¢ UC� pp O ~ z m O O UJI uy a� o � a w ¢ w w LL L a 0 V Luw CL ILD Cl) N e- CC) C2 00 CYf 00 a o 0 0 0Lu CV cV c � N CV Ln N N 9 It N N Loi .t N ALL DOCUMENTS PREPARED BY PENNCNI 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 PENNON] ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT CF OR RESULTING THEREFROM. PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE 1 " _ 30' DRAWN BY KLM APPROVED BY I]LF csi 001 SHEET 5 OF 29 b I 'kJ ! section Lr P t t roadway sign 8„7 s hams red �J k � path t d go. n 0 1.84° x s exp-') _FY s� ." Bicycle (40" x W) 24,5' Bicycle d` x (4' x ') 4.01' I` 4' Min Max. 1 Notes.. x For roodway signs rs 37 in width or lean. use " minimum mounting height, m dor roodwoy signs greater thou 50". use 8" minimum mountIng hel g t. FIGURE A-5-4 SHARED USE PATHS � 1 � Width f Shared i k[❑10' Minimum l FIGURE A-5-5 CROSS SECTION OF TWO-WAY SHARED USE PATH PARK SIGN DETAIL NO SCALE NOTE: PARK SIGN REQUIRES SEPARATE BUILDING PERMIT I I WARRIOR DRIVE I I 61A SECONDARYROUTE 19) — _ MINORARTERIAL -- --R/WWIDTHVARIES -- -- -- -- -- -- 40 MPH POSTED SPEED LIMIT EXISTING RIGHT TURN LANE WP -2 (TYP,) EXISTING THRU LANE F WP -2 (TYP.) EXISTING THRU LANE 'ER J 'NS 0� ....... 4GRAVEL — — # p1 '#M SHOULDER PROPOSED CG -7 PROPOSED INTERSECTION SIGN (W2-1) FM +III--, 2- 1 NOTES: s�P9@KaSl�i�. PROPOSED STOP SIGN G----------• �-- PROPOSED STOP SIGN �-- 4' GRAVEL SHQLILDEP� PROPOSED INTERSEC (R1-1) AND STOP BAR { -'�"`� PROPOSED TRAIL STRIPING — —'MCJP=Mg01'M0TVR,lr E"M M!�"j - PROPOSED CROSS WALK PROPOSED 40 LF. DOUBLE -SWING GATE PROP, 20' FREDERICK WATER ESMT. PROPOSED 5' BIKE LANEISHOULDER TYP. PROPOSED BIKE LANE SIGN (117-9) PROPOSED LINE DRIVE PROPOSED TRAIL X-ING SIGN (W11 -15&W11 -15P) BIORETENTION BASIN A R3-17 1. PARK ENTRY SIGN IS TO BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS IN SECTION 165-201-06 SIGNS OF THE FREDERICK COUNTY ZONING CODE. 2. FUTURE PARKING AND OTHER CAMPUS IMPROVEMENTS NOT NOTED WILL REQUIRE A SITE PLAN AMENDMENT AND WILL BE SUBJECT TO THE MOST CURRENT SWM/BMP DESIGN REGULATIONS. END PROPOSED ROAD STA 2+57.07 PROVIDE TYPE 4 OBJECT MARKERS FOR THE ENDS OF ROADWAYS FUTURE ROAD EXTENSION I= an W a Wiz= Z Q OU O C9 }❑z IMw— ❑�w W F- W W ZW W d LLI LU F O LL wm W O0Z wQ� _z Q ❑ z H U) CO) 0 Z W cri Q (D 142) o co Cl) N o N * L. Co0 as aam P (a a N LU C ti �y�H OF DAVID L. Lic. No. 1061 0.-22-/8 .� rI J <[ J z 0 CO) cD F- Z W 2 C) J CL z Q z W O2 U pof in 7 Z W 2 W LU LU WILL Cn Z U >3 {W9 W Of Z p W< � VQ 0 W 5 F— W O Z CL Q Un1) Z W W ED (ryryV O CV r z z<z Z c0 ab LU CO � J z 0 N © CV ui U) c7 N C] CN ui 0� F- F- r W N LU C'4 LU CC � C7 a W j W = W Of F- ILL IL Z W 0 Q U �Z Z) 0 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 OWNFR 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 EXPOSURF 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 FRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS 1002 SHEET 5A OF 29 I } CO) Z W 2 C) J CL z Q LUE" © LLJ W O2 U pof in 7 Z W 2 W LU LU WILL Cn Z U >3 {W9 W Of Z p W CL l['9 V' (h CV r Q Z c0 ab o� CO � 0 N © CV ui 4 CV (y) c7 N C] CN ui LLI Q 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 OWNFR 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 EXPOSURF 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 FRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS 1002 SHEET 5A OF 29 I eL It X11CSO -14 ,, � J '' I � I — � "' �; a,.. w.. �� 'I .� r1 �,�• Z v I ,, .. _ 1 � , � � � � � -. r I 1 � ? � / � ` ,,,�'�, _ ,� .. �-, WARRIOR DRIVE - I (VA SECONDARYROUTE 99)= ,+ ,� - �- ''• ,� I ` / r J }. -�" .� ` r '- �" --r -� M _ /'"""' . �-a. ,ice r ~ � i`°Yr! e /�'"""�,. '•^- -,. ` DTH 'VARf , MINORARTERIAL • _ _ 40-MPbC,�'OS-TE9-aPEEDf- IT_ -_ —I tt "- ^^ ,. - / _. - EX ,rACEtiFCU�181 ,. EX�8TING RIGHT TURN LANE �# / x S S"� S — S s s EXISTING THRU LANE � - (_ � � � E�(ISTING THAI LANE -'sem 4.... EXISTING LEFT TURN LANE . 38` S41STJI�l�13JPPp �dE1111lw'� �./ `, x• , ! r ""% S OPOSED'E k FT TURN LAN ` R F ,.. .. `M1 .. ..., .. .. .. ... .s,,. .. .. .. .. �y .. ,... ... ..... ....... ..,. ., ..... ...... ....... ....... ...... TF.ff PRT°LOGITE ... .. ., ., .. ... .. 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'u:' TO BE RELOfd{4E0 Y K 4W '•*•a — — •.4.::,,+,+;.4•::::..-•_•5••: :'......::'.'.:., ... .. ...5: ..:.': :_l:':.::''' ..V,. :h•:.:,r' ..-.•-;VJ: •i\N: :tii9d:.':::: 4 DLV, W. .— ,: :...:cat: ' :::'::•:::,........ •:w45, :A 5h w_ ............... a�d OF 1111M, Milli x 1 i—' a - �1I w +\ 38 Ep Ire i r • 6 38- PROVIDE UD�4► i '�_ cn 38 EP PROVIDE EW -12 _ 3fi - TC —' UQ -4 �O DAYLIGHT +�- w _ _ - - _ PROPOSED 20' - '"W""" 7,TG _ .„ ._ X ' FREDERICK WATER ESMT. _w - -38 TGIT7 3 _ - - - - - - - - - - -- - - - - - - i _ ASPHALT TRAIL TO BE MILLED _ ,« : w I AND REPAVED FOR SMOOTH - W W _.. _. w TRANSITION {i � «.....r.xe.,...�.+....+..w..., """' "" ..."�' '''l� �i�.«».a�''�'.�- '-- j�%'-"^—,.,.;»"f'i f �...%��J� ..w=...,.- ,. _ "`-` -- e " ' s r ~"��• � _� �' - - , — - - _ 33- 80 35 GRAVEL FLOW SPREADER39-- _ — TG PRE -TRE T 40 35E :.°. 5 FY FM FY FII FY ; ` r• IIYII � IYII � � �' iM � 60 " 80 _ 9�-- PO 39 ! *` � I �I !rn I 1 1111r IN1 ilwll Ili FM FM Fill FM Fir --T— F!4 FY FY 33- ,`-, 10 BO • T "..:• 3 EP PROVIDE EW -12 (TYP} f , 1 1 / _ �\ �( » . 5 34T P tl� �■ 1■ 1�1 ■al i�B � � !1� I� Ii ;� !s lig !■E wIi N� � ® i®II I� i ! li � � � I� lei' ,'p ® e� Il�la i8lgl ISI - - C ' ' , .. . • • • . .: ° • . .. . • , . , . +' • •, r ` � .� "" � � IX PROPQ;SED 20'X70' MULCHED AREA FOR OUTDOOR GYM PROP. 20;- FREDERICK WATER ESM'T. / f ! l x -- 33§-' •'� � 32- .. x'10, ::� . •.'; PRE TREATMENT \ LIMITS OF DISTURBANCE #� • '". , . , T1'.....,'.CG-6RTYP.. '... • 15 FOREBAY CELL WITH TRANSITION :: 33- STONE CHECK DAM I / TO CGI ' • .. 50 q �� 33 88 ti` e� VOLUME= FT3 ti J f ti 2 ...,,"' TC 4 J TC ::" :.. 31 TDP OF STONE CHECK DAM 2 2 , 7 9.5 I • L. 2 •'TRANSlTIONI• �.. T.... " . ,-..',' ..'.•,'.". •...... 31 • , PROPOSED �. , , .`.'.•.`.` .. • Tom.•.`'. ' a SINE DRIVE ..•. .GG-6R7YP-... 5" WIDE SIDEWALK PHASE II 76 RANSiTICJ 24 L.F. PERFORATED ( )3.. 2T `TO.CG 86 $" SCHEDULE 40 PVC - - ~ - - - 357(50' PICNIC SHELTER (PHASE II} 5 2g 32T UNDERDRAI�) PIPE ! i - 3 .... o ... .. ... C 0,1°� �� I o.�' I N J / r OBSERVATION WELL I CLEANOUT ,3D ?"T 32 68 I A { RLl3C3 EXTENDED TO SURFACE WITH s �f °� , • `' 28 T JWSITJO1+i' ` _ i BIORETENTION,BASIN STB�IGK r y f VENTED LOCKABLE CAP_ 1 ^' EVEk li 1 / .. .... (1R'ETENTION SOL MEDIA' AREA = 31 a w J ..... ... �� TG SIGN TREATMENT VOLUME 92T Z I f 3 •��" '�:RgNS1TION•• ••,'• :�:3'1 d ( 1 k `x 1 � t 1 25 i.'. •. • • 1 { 1 lU'. IrI0A1:.QC�-$... A5• 5' WIDE SIDEWALK (PHASE 11) I $o } 'TRAN ITION • { ( l 25X30' RESTROOM FACILITY 2 3115 (PHASE II) 3 1 5 TO•G -6 1 f ; • 2gT00 : •:� .... 7E •.'.'. 1 2 •, `TRANSIfIOnF1TC + GRAVEL FLOW SPREADER 00 28l TRANSITION % f, I 1 I • .... PKl PRE-TREATMENT 5 TO CG -6 "„” { 65 r r : ETBADK I 1 # { OBSERVATION WELL I CLEANOUT . •.'.: ... C ,r 30TC +. EXTENDED TO SURFACE WITH / 1 VENTED LOCKABLE CAP. w LIMITS OF Di fURBANGE x l r 00 29' TC J" 1 29-1 00 q 728 •, T _. ✓ t Imo\ r BIORETENTION BASIN B ` ,' i ..._ LEVEL II - RISER STRUCTURE # 1 �_ 12" NYLOPLAST DRAIN BIORETENTION SOIL MEQIA AREA = 1,173 FT? _ � � BA �Wl LOCKINCj' i. DESIGN TREATMENT VOLUME -,.3,462 FTS pp�TRSH RACK I °� x J , r 23 - RIM EL. 729.0 a L /� X t tom, � �• � i � INVERT EL, 724.25 INtoo t 1 I' { INVERT EL, 724.15 OUT 120 LF. IT HDPE M i ` 1" 1 { IJ PIPE @ 0.50% a„ ~ t _ 16 d - . ~ 8.1 HDPE END SI±CTION / r WsF=T � 723.67: INS/. OUT - - - •- -- - � � .. w �~ POND PRE-TREATMENT FOREBAY CELL41PT - 1 IWITH STONE � VOLUMC= 517 FT�EK DAM / 4 - - - - w F STONE CHECK'- --DAM K _ LF r .,..,., ..., .... ,._ .,.... .,� .,,M"' I, >......,,E-725.0_ ,,� � �„ / fA � x r °,• ,», ,,, '+�'' , =•.,,• -•.-- ..„_ RISER STRUCTURE # 2.- i .r 1 i8 NYLOPLAS7 BRAIN BASIN EMERGENCY SPILLWAY 10" HDPE' END ---•- -�-�•- ° 92 L.F. a" HDPE PIPE (a] 0.5495 VDOT CLI RIPRAP ` y ---- -�. WITH LOCKING DOME TRASH �, SECTION RACK - \ / � I a , INV. OUT = 719.55 �► RIM ELEV. 725.00 J � f 66'L.F. PF-RF013ATED 6" i 1 / .-c• I INVERT ELEV, 720.25 IN " Tte / RT ELEV. 720.15 OUT SCHEDULE 44 PVC I r D 196$ "", INVERT i . .. _RDRAIN PIPE @ 0,1°,/ -' - -� i~-- } I 9 V f y a 1 .."" 1 _ r t• �. •,, , � - ,,,`V-� ..� �d IJ 1,,' ..,,. � ! � � � � ( jj! � x l�! ! 1 I T . ` , f � � , Ll - ROCK OUTLET PROTECTION ' \ -., MIN, APRON LENGTH = 8' "` I r 1 / ✓ / 1 �' / ! r xf J MIN. UPSTREAM WIDTH= 2.6`1- MIN. .5 Y Mull. DOWNSTREAM WIDTH = 4,0' -4.E� r a - "•.. I►f�" / / x. `- - _ - "" r MIN ROCK`SIZE D� - 6 1 w - .» .r "^ ✓ / r _ ` , - ° { MIN. THICKNESS =18" "..` - O \ I ^ ' (�J _ - / a- r /� , / 1 1 x fI f UNDERLAY WH'G�TEWLE 1 J �- �" '� , J I rl N. a 30' 60' vim 0 rm ra w Y D F— Z Z Q 0 u- O ma W -- ❑ W W W - LI- �—�y 0U 6L Z Q W W It oma LU F_ W LU LL O ILLLuW W U O Z W z IZ Q LIJ LL ❑ U) Q ❑ c+) V � Z o L6 w oCQ CJ Q �N O cu LL Q/ y cM ZwcN 0 co Z z Q W IL ,TH 0 DAVID L. Lic. N .1061 J Y >} o 0 C) Y m Z _0 z LU < 04 N Z < z 0 L) b > w U w U � Ill w � Z Lu U U w w Q af Lui a7 z ° (na.0 w cr L u 04 ? 0.. Q cl LL O>- iE Z C!3 U)3Z E3 Q Q Lu LU � o U W r' 0 U ua w Z m w L1J 0 0 2 0 CV 0 N w IT U) cV N R 0 W co N U Q �0 © w Lu i L F- 11 Z W Q o U � Z Q ALL DOCUMENTS PREPARED BY PENNONI ASSOCATES 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 ANO WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNOM ASSOCIATES, AND OWNER SHALL INDEMNIFY AND HOLO HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE 1 " = 30' DRAWN BY KLM APPROVED BY DLF CS1 501 SHEEN" 6 OF 29 Y >} o 0 C) Y m z w U) p US 03 cr Lu z 0 L) b > w U w U � Ill w � Z Lu U U w w Q af Lui a7 z ° (na.0 w cr W IL Q z ao w m m w 0 0 0 C`J Mui 0 CV 0 N w IT cV N cN cV C] Q A P r ALL DOCUMENTS PREPARED BY PENNONI ASSOCATES 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 ANO WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNOM ASSOCIATES, AND OWNER SHALL INDEMNIFY AND HOLO HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE 1 " = 30' DRAWN BY KLM APPROVED BY DLF CS1 501 SHEEN" 6 OF 29 _ » ,� 1 � •P" _" r„ .,,� / > -.. � ..- r �-,r �•---- j � � ,.„_ ,.... '�•'� •/ � '�.�.�., J'1 _.,.,..•.' -•.` '"•' ,,... ^> ^°w' --' "� s ! ,,�., ...,. --.._. �� .•,. �. � "�^ ^^' .�.' •.,.. � � "°..' - ,�. ,.... ,� � � � � \ "ate ..�" 'r. 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T PROP. = FREDERICK WATER ESMT,on w = •,,"" �•" PRE-TREATMENT IZ (� U FL ',�, ' • `,',', CG�E3R fi(P 555'5 FOREBAY CELT WITH W LIMITS OF DISTURBANCE • ° ~ 2-45° BENDS TRANSITION' _ ... STONE CHECK DAM Q U? W f VOLUME= 156 FTS .`'' TO CG -6 •4 J z \ +11.25° BEND'• 1555 22,5° BEND 2 J i i 467 BEND RAAISITION .' •' • • • ' W .... '.'....... , .. cc -s. PROPOSED H r \ , .' LINE DRIVE' a ` SITIi� 24 L.F. PERFORATED / • ' 3 TO.CG-B 6" SCHEDULE 40PVC '19 DERDRAIN UN PIPE / \ - - - - !'P • '555'5'. @0,1% I� ` OBSERVATION WELL 1 CLEANOUT �f • .. -•• BIORETENTION BA51N A 1 4 EXTENDED TO SURFACE WITH . T : NSITiON:. , .: VEVEL It 1 f VENTED LOCKABLE CAP. TO CG $ ' • ORETENTION' SOIL MEDIA AREA = 313 FTz 1 &SIGN TREATMENT VOLUME = 921 F'I`B t PROPOSED GRINDER PUMP TRANSITiCSN. 5555. 5555 .. , QC ' t .' • ' 7RAPl IT16N o I .. '� '... _ '• ,, 5555. , � 1 L ( �'.'. ,5555..• ,•• ,• . .,. 55'5'5;.. 5l.' �-1555 � t .. 5555 ..- .. •, - ,1555. r TO CG -6 � .' 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E N 725,67 J PRE-TREATMENT FOREBAY CELL: ^✓ WITH STONE CHECK DAM ti - •^� `"» " - r -. _ "` ✓ _ VOLUMO= 517 FT3 , `v ""' ..rte ,w„irI•r+" '�,• '"° 'Pow '=a'. , 4 1 `•° w. r' _ - _- -- - _ - � � � �, ✓ t � /,I/ � 4 ••... -�.w• ..... �` `",�- 'mss - -_ - _ a - .._ .,,,� � � ^ 1 ..w �` ` +x'-"''w�'.,.•• y.,• , � / f ��` RISER STRUCTURE #2. „„ - 92 L.F, 8" HDPE PIPE @ 0,54% '~ d _ 18 NYLOPLAT DRAIN BASIN 10" HDPE WITH LOCKING TRASH t ' ~ SECTION RACK- / L t `..' •- - .`-: ,-. --•' � �_ ,„ � INV. OUT = 719.55 � , w .RIM ELEV. 725.00 ' 66°L.F. PERFORATED 6" r »» INVERT ELEV, 720.25 IN $CHEDULE-40 PVC INVERT ELEV. 720.15 OUTQA � ,w.. ...' •--- .,. � ''•. � l%N01~RDRAIN PIPE @ O.N. \ / o »_. 55«•55 �„ '\, ✓ / wr p a^^ 1 �+ r /"_\, -`_^'"'_ •""'. 3 �"""' �t i ,:o-" ,-,,,.,".. ...., , _-, 'P" .' ,,e "` i *w "•-^ ".""+ '"' 'm' .. z I.•••- P w N U �a z Lij W w 2 W LL ff F- LU Z W o a U } z 0 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 WlL BEAT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FRCM ALL CLAIMS. DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS 1 701 SHEET 7 OF 29 in ❑ U Y z z LU U Y U -1 CL zLU d Q�-). r O > (L rz $ w c�� W Q he he U EE c� LL z w U r U z ¢ 4 EF) CL O 9 Ir w 0W a z 00 00 00 00 00 N N C�4 CD CV CV N N O (V N O in v v cu �- 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 WlL BEAT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FRCM ALL CLAIMS. DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS 1 701 SHEET 7 OF 29 a 0 T Y m m a / 1 ° �- ' § $ & � � 'I I � i � � � I ..�,.r � �. „�^ � � F g � ,. � d' � � B � � ,M^•� ' F A � t � ,.�w -.�: °�" "� mow, ,� I x N. Ile .1e ..�.. �^.....d..w". /` �s/ .. i • ,�'-,..--.� _ ~.,.._. 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"" y.,.�. ..... .,.„ .,.....� ,.,:,,.,., ....� .«. `�.m,,m�„,.,. w^' �. __,. �-�.�r, °^""` � ^p- ^w^- � .,�.,. ,.w ...:._ -,„„' ..'r � � "�W�`� w,.�'. .'S r® ...^` "� ^"'"� � *`s. � � "<.. � �"". ^"' ',..., � ter".".,. "...,�^»,..-, �' �"�" "'"". ,.�,» ......... »»» 'm' „,� •^�` «.-w ....... „«�, .,,�. „�,�. „� „... .M.«. ,,..... ..„„. .„�,., «••-, . ,....,. .,..» «.. :„.w ...,... ...�,,..-....., .�,.,, ,.,M, ,wm. .,..» .".. ,........,®,,. ....� .�,.... y., -,.�,. ,..,. w.,,. ,.�.�, .,. „°,,,, - -.. „-,.,,...n ,,,,.".. F"',.,.� ,,.,.�1" „....,, i.» '"' ,�,. "`"'". ^w. ".'°" .,.,. ,.,' +.,.,, ,.^.«, ^`•°'w... .^;\"..`. w,,,,• ^tom •,».. '^w: - EX EOP w w .� �� w �� � w �� �"°°moo � w � � w w �� � w � w w � w f! - ,•....,�"""i �.ii � w ,w� riw� w w �� w w � ww�F � � r w w�i q w �`I�r w w ^�w� w s � w ^ �r i� � � � �� � �R.„+�4 m µ i i „ ,� „+s-�`�`"+ s, �',..' � "� f � � � �' { �, �. ' e„a. y 'r='"�, '`�"' ..«' �' .�i�^�""�"""� + � ""'v� ��` .'�*� �` �.r.. ,rte•-�.... �°'�.:,,... �--�^�. � ..:. Ile 2-45° BENDS � ILLI i Z je Lu I i R« o `` ✓ �' /� �' / #/ of # i f `f ✓ /� %� J 01 JI t 10 1A 74N �-L VALVE w ,,, w --- w »- ^. - e J M j O ✓ (i to 1 10T.9OF bISTl1RBANf f . t � P77�/ s ✓ ✓# �� # s 10 Emu va No OS 2" PV[ SOR 21'` ,� f # r w I)� ? , "" ! 1 / ✓ ✓ , SAN. F CEMA#N r " » „„w € ^+,. C°^ r^» `", ,,,� ,,,, ,f i / /}// A ,.�... -w a,,�✓P',�«++` -,,;s ,�r'`� ."'` mss• .� s've 01 '.,,° rq w..,. "°�'1 , '44 +� p •: ,,,s�•' € 11 / �/ FORC D SEWER LATE CC�NNECT�1 Td, MANHOLE - BY CONTRACTOR PER F ERIG�Ky PATER INSPEICT S tJl ENTS _ I f el Ilk . SAN. R ,..� c` r tv Alla ✓ , ✓�' / / ✓ °" T 141 PUMP S TA rON 41 eA le ;S d „ � »•ti. "..,' "�„ .�,.. ,„„ .,., ..�' ...., r -»... � � .d` �` � � � .� d �" �' .w' �' �' � ,� f � ..._ � � ......w-�'` mak" f r"• � � �' � '@ & �.. �' � "i �. � ° ..rr' � � � ,� � P � � ) k � � � � � °�. 1 � �.. i � 1 �`"" .„,,,,......-,- ""°-tea � '�" ,,,;,, "..�` ,.� yr. f �° °h, .�..✓ � `� ..�,•. 'bb $ � � S k � �`' h.„. "+..a a^'0' i 4 w,� ,+5 � � � � � � i"i .✓° �,,. .. .N°"" .�uw. "`F � �,," �». .W"� �,d , � g *,y� y,..., .+>^ t ,� � � � }, e a � �` ��' � � �r '� i"" � s '� '.� � I � & @ " � _..,_ '! � g d� � � ( � y $1 � � ",� � „-+, -'"" -,,,» ,„,,.,, mss! 't.. .�., ,�„ .""° � 't � w`"••n.. � � a�"' �,, � w '� ,...a.. ... � ..+" �,."' ,'"o ..»r i 'Ar $' ,�..�, � e+^�' � , " A' "^^- �,... .,..., � � ''�-""�.� ^,,," ,.s^" p 60, 11 IN �� �°,. � "� � �4 1 � ``*., ,y° `� '� �. f '*4 „✓� � re,x, r,+�" "9... q .•"""" .,-�... `'`�` � 3' �° � � � � { �s � ^� .� ..w� ,� '"^w ,"'w +„� ,,..d .r' � a� �+ � �, 0''i .,`' ,N" �„� ''+, .,,�y"�"°' �r .. A w U 2 Z<� d L 0 CO W— ❑ w W Lu �pU W Z >ma LU W LL Lu W m Zp U W z ❑ Q Q° J Q z 0 W U w L.1. 0 z w U) m U °' Z a LO cn (1) r W ©co H N CD 64 It O >`L vs a v, W U [V Z ti Z � Z r W LO al N ry'TH of DAVID L. FRA > Lie. No,1061 05-2.2-129,&J El i� 2 > Lr) L0 N 2E r < `�/ S >4 ? J U I..L j CJ Y uj Lu Lu U) 0 Y U) <u) !3!z _j ILL LL W U) 0 a LILI U I H z z o w U O ~N W Lu N w Q � z Y 2 � W U) rn z _ a z ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE {NSTRUMENTS 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 FRED1702 I DATE 2017-11-17 1 I DRAWING SCALE AS SHOWN 1 DRAWN BY KLM APPROVED BY DLF CSI 702 SHEET 8 4F 29 > 2E �- m Y 0 0 0 Y U) F z z w w U H V T wLuw H U O U U O 1 �" z V U U O EL LU a L a co � a w Q a 4? tet• to N r O W co 00 CO m CCD 0 O O O Lu CV N N N N 1-- ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE {NSTRUMENTS 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 FRED1702 I DATE 2017-11-17 1 I DRAWING SCALE AS SHOWN 1 DRAWN BY KLM APPROVED BY DLF CSI 702 SHEET 8 4F 29 location marker t-.-164111 24' select pack111 6' All backflO to be compacted to 95% of ASTM D698 ma4murn density. 6` STANDARD general backfill - • general backfill BE location '% 'f;% ✓°% ! 24' Select location markrrr 24' selerut marker backfWconcrete �, �� f backfill stone r r � 6' • a 112; C?.ta. 1120.0. CQnarele 6' -stone 6' CONCRETE CRADLE CONCRETE ARCH - general backfill S r. location marker /t / 24' selccl t5.tcktil a r ti. concrete li CONCRETE ENCASEMENT TRENCH & BEDDING -1- trench width i rr as required / / / 1 >ld i' dia. schedule 40 steel pipe filled with concrete 3' and painted yellow finished —r grade FEB 09 18` dia. k« t lfi' concratd encasement f. BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged. If Installation Is n an ares Naving a high gr"ndwalor table, the - Authority's engineer shall be contacted for hydrant relocation, as required �� r concrete pad 1'-fy' ala. x 6' deep finished 1 grade \ 2" min. - 6' max. L, - gr >�'f� -fir ' ° .!/./✓/ :✓r a' ` f! tri, Stolle filter stone - amX8`X16, solid is(ock stone to be minimum of 6' above top of base stone �- DIP' tial to exceed 20 ft: .6- screw type adjustable valve box valve box adaptor locator marker In addition to restralning each joint at the fitting, any joint that falls within the specified length of each branch of the fitting shall be restrained. L - restrained length of pipe (PVC or DIP) D = pipe diameter fJ 4t;• y. 1 II S' 1 12' 1 16' 1 t0' L20' 24' L (ill) 60 60 100 120 120 140 160 TEE, CROSS, WYE \ l..-.�---«—I I, D L m restrained length of pipe (PVC or DIP") ' D = pipe diameter D t3' 8" 16' 1$` 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND ..2 - finished grade, 36' FEB 09 treated 2'x 4' with top V painted blue 1coupling (PJ XFIP) and MIP plastic plug on 6' tali piece +— I mater box 24' — -�-,. and cover -sldewallc- - 36' � meter 21. ` .4W 4t;• y. 1 II • r 3 min. stone F Y � 24` 45.221;`2' 11 li4' box 11 CTS polyethylene t r tubing (PET) 200 r <: psi with SS Inserts •``r riff . at all connections r L (ft) 20 20 '`' 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND ..2 - finished grade, 36' FEB 09 treated 2'x 4' with top V painted blue 1coupling (PJ XFIP) and MIP plastic plug on 6' tali piece +— I mater box 24' — -�-,. and cover -sldewallc- - 36' � meter 21. ` .4W 4t;• y. 1 II • r 3 min. stone F surrounding \ C y box 11 CTS polyethylene t r tubing (PET) 200 r <: psi with SS Inserts •``r riff . at all connections r opposite $idra ' 1 saddle with r`� 12 gauge sold Insulated torp stop copper wire for litetracing, j Stone - taped at 10 foot Intervals WO INSTALLATION NOTES: 1. Exact location of rxneter box assembly to bo approved prior to installation. 2- Water service crossing street: a, Encase In T diameter SCH40 PVC or 3DR21 pipe. Tfld nipintj steal run Irom one foal beyond sidewalk, across the street: to one foot beyond sidewalk. b. Instal 12 gauge sold Insulated copper wire (for One tracing) from corporation stop to Into the meter box [wrap wire mechanical joint around corporation stop; wire to be taped to tap of PET at 10 foot Intervals' come up Into meter box, wrap around swivel tae with bottom of angle ball value; terminate with 12' tail piece]. Gr' branch THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CGDE 81 X arm X III? sold block 5'811 A ry 3/411i 3/411 AND "I a METER INSTALLATION APR 09 -�- FEB 09 f31 i L D2 Both joints of the fitting shall be restralned. In addition, all joints within the specified length on the large side of the reducer shall be restrained. 4t;• y. 1 II \ L 16' B' 12" ifs t r 12' " 45" \4� t 40 60 8' min. E B' mint. ' 1 140 8' f� 60 � WO BE 140 12' — — si�',�t�/��,`i i\:rfC�dx /�,i'✓\.x._ 4lla�. Same Sido INSTALLATION NOTES: 1. Exact location of rxneter box assembly to bo approved prior to installation. 2- Water service crossing street: a, Encase In T diameter SCH40 PVC or 3DR21 pipe. Tfld nipintj steal run Irom one foal beyond sidewalk, across the street: to one foot beyond sidewalk. b. Instal 12 gauge sold Insulated copper wire (for One tracing) from corporation stop to Into the meter box [wrap wire mechanical joint around corporation stop; wire to be taped to tap of PET at 10 foot Intervals' come up Into meter box, wrap around swivel tae with bottom of angle ball value; terminate with 12' tail piece]. Gr' branch THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CGDE 81 X arm X III? sold block 5'811 A ry 3/411i 3/411 AND "I a METER INSTALLATION APR 09 -�- FEB 09 f31 i L D2 Both joints of the fitting shall be restralned. In addition, all joints within the specified length on the large side of the reducer shall be restrained. REDUCER L restrained length of p1pe (PVC or DIP) D = pipe diameter L �I Era I r IN In azidlllon to restraining the connection, any joint that falls within the specified length shall be tesirainetl. 0 L (it) D2 D1 16' B' 12" ifs t r 20' 24' 6" 40 60 100 120 120 140 8' 60 � WO 120 140 12' — — 60 84 100 120 16` 1 CG -7 _ 40 60 100 16' - — — - 40 80 2(' for 12' valve "ASPHALT PAVEMENT STORATION FOR I I I W, S" and 12" 64 REDUCER L restrained length of p1pe (PVC or DIP) D = pipe diameter L �I Era I r IN In azidlllon to restraining the connection, any joint that falls within the specified length shall be tesirainetl. 0 CV) M I , I I I I 12' 16' 18' 2Ci 24' L t"ft) 60 60 100 120 120 140 160 VALVE, DEALT END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- 750 740 730 720 L restrained length of pipe (PVC or DIP) D - pipe diameter FEB 09 concrete pad t BE dia. x 6' deep- finished grade screw type adjustable v CV) M I , I I I I I U) LTJ 4V min. C,4 Q location marker valve ads I O (� U) ca V E - a joint '��ei trained stone �.. - - restraints to meant I I I I H Il' � O Z Z Z I 1 CG -7 H 0 0 i 1 I FINISHED GRADE DAVID L. 18'to 24` 81x 8'x 16' solid black I I I LLI W for 12' valve "ASPHALT PAVEMENT STORATION FOR I I I W, S" and 12" W Z a OPEN CUT UTILITY INSTALOTIONS", SHEET 10 I I I I concrete pad 1 EP concrete pad 1W dia. x 'deep FOR INSTALLA finished grade •—� ala. x 6' deep I PROPOSED 2' WATER SEVICE r . WATERLINE UNDR 1 I I I I LATERAL AND W.M. ' 1 cV C ,,,f (D W : o Q © I- I I..L 0Of Q UJ Z CL E tz W LLI _ W .�rr U) 0r u J I- LU LL ``� � zO W 11+05.01 y screw type adjustable GRADE � Nates: valve shall 6' stone 24' ruin. 48' min. valva box �� U-1VJ gear screw type valve restrained to main type adjustable D I I p } to valve box rA H Z _ •^iT� - I— Z Note: valve snail Lu.. M'. �N.'.5::.���^.^•r.'i-^..'.'-^.vel•'.' J '.":,Stir y.xrn. jet .ill 1. ............ .. 5 r ...... h. r tell 8 I 9�1` be spur gear w .��valvebox valve box adalstor tyke a 6"x B"x 16' sold block slue box box adaptor �. ---stone Water IV, 18", 20' and 24' GATE VALVE valve restrained .fie to main 81), 81x 161 solid block �. Forced Sewer 0+00 10+00 WATERLINE HORIZONTAL SCALE: 1 r" = 301 VERTICAL SCALE: 1f1 3" 11+00 750 740 730 720 12+00 APR 09 U CV) M I , I I I I I U) LTJ < C,4 Q 112. 111.00' I O (� U) ca V E - a W N EX. PAVEMENT 0' I i I 13.00' I ZCD(�f, Z I I I I H Il' � O Z Z Z I 1 CG -7 H 0 0 1 I FINISHED GRADE DAVID L. SEE DETAIL I I I LLI W S SCAPE "ASPHALT PAVEMENT STORATION FOR I I I W Z a OPEN CUT UTILITY INSTALOTIONS", SHEET 10 I I I I 11+03.68 FOR INSTALLA ON OF PROPOSED I I I I PROPOSED 2' WATER SEVICE Z WATERLINE UNDR WARRIOR DRIVE I I I I LATERAL AND W.M. ' 1 cV C ,,,f (D W : o Q © I- I I..L 0Of Q UJ Z CL E tz W LLI _ W .�rr U) 0r u J I- LU LL ``� � zO W 11+05.01 2© O ti U ©r o V w Z EXISTING GRADE I I I { PROPOSED 8" G.V. �� U-1VJ F— Y D D I I } to rA H Z _ •^iT� I— Z Lu.. M'. �N.'.5::.���^.^•r.'i-^..'.'-^.vel•'.' J '.":,Stir y.xrn. jet .ill 1. ............ .. 5 r ...... h. r tell 8 I 9�1` w U 1 C7 w w2 55 M rn.. sl.z . ;;. , i u U O Y r» a C3 —... _..-..' '"„"' .,.e- 6 n - •t S r SSI h h 1?r r 1S.th� t. f : W PC U) Z4 w a > PROPOSED B" D CL52 of EXISTING WATERLINE 0 8" WATERLINE r n a 9+58.62 W o REMOVE B.O.V. AND WATERLINE TEND ; 10+85.01 11+15,41 EL PROPOSED 8"X6" TEE CAP LINE (MJ) W F USHING ASSEMBLY 1 -FH ASSY. PROPOSED 10 LF. 8" DI CL52 WATERLINE 1- 8" G.V. FOR FUTURE CONNECTION oQ mm PROPOSED FULLJOINT co an I 8" DI CL52 WATERLINE o o N Q N a N N CY?� LU N LV R]0pci O N N � Q S*5 L� 4 14 r• 0+00 10+00 WATERLINE HORIZONTAL SCALE: 1 r" = 301 VERTICAL SCALE: 1f1 3" 11+00 750 740 730 720 12+00 APR 09 U CV) M r` Z o U) LTJ < C,4 Q O (� U) ca V E - a W N Z W �_ ZCD(�f, Z LU H Il' � O Z Z Z OL m w z H 0 0 lJJ W 0 � > a DAVID L. L,ic. N0.1061 r j LL LLI W S SCAPE U) w p 0 AR U Z W Z a W C) Q J Q ❑ U) J Q LLl Z O < LU Z LTJ < � co LL �/ 04 LU ' 1 cV C ,,,f (D W : o Q © I- LU0 I..L 0Of Q UJ Z CL E tz W LLI _ W .�rr U) 0r u J I- LU LL ``� � zO W U) W LL LL Z = W 2© O ti U ©r o V w Z Z Z w O= < Z U �� U-1VJ F— Y D D U } to rA H Z I— Z W w U Z C7 w w2 55 M U O Y z O a C3 R IX 6 n W W W PC U) Z4 w a > LL CY w of O 0 CL n a W o Ill w EL LO Z oQ mm co an o o N Q N a N N 0 LU N N O N N � Q L� 4 4 tv 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 SPECIRC 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 FRED1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF SHEET 9 OF 29 Is-neogwo hum NOTES: Graulty sever 1. AN pipe and fittings marilriole shall be SDRa5 26, Forced sewer'. 1. Piping tai 90- bond shAl be $DR 2i 2, Piping fear drop slash be same size IncC«minglsewer. a. AN pipe € nd fittings Inside rnanh6le shall ba,scylvent wald SIGH 40,. " M 0) -` 51 sialralz�ss stl cors wedge . A. , a 6" stone � artcftd# r tan _,t steel band A With grout 45- bead Y � � ,.--- ettk9�-flh al5;itli�Pi LU c roadway box CL Z halt concrete, T_a 6" rntn, 2' SCH 80 PVC whichever is greater screw type SERVICE R. r� �I is a 0 x, concrete pad 1'-6°' dia. x 6" deep varies to property line I-. ---.»I — Valvco, Inc valve box assembly: lid: Figure No. 7 marked 'WATER` tap section: Figure No. 7S26TO bottom section: Figure No. 1BOB24 finished grade 6" stone M 0) l� Z r 8"-10" Mill & resurface' Kill :. ",' 6" stone Saw -cut existing pavement to the full depth of asphalt /Asphalt r I Concrete Surface Material* A���` Y a) M N N depth or equal to LU c roadway box CL Z halt concrete, T_a 6" rntn, 2' SCH 80 PVC whichever is greater screw type Sub -base course depth be 10" or equal to depth of existing sub -base, 0 FIP cap 2" service saddle I– Z a0 2" brass nipple, 2" long OF v 2" corp.stop ZU Yi,"w' "••+'1tir'o.Y�Ss•°L"' ^�"yayyd••M1N•y M�y.4•s' 6" Bench Horizontal and vertical surfaces 2" SCH 80 PVC FIP x Bench�v; � F ;� ��;; � � � � ^-�^ ^* "�^ �" Min. Min, 4 ,r FIP I PJ coupling • NOTES' 481 SY, or as determined b the female solvent weld ,t,,�.,,•,.�.,r•..-...,•,,».�,..,".,....•.��• district administrator's designee Asphalt Concrete Surface Material: w• .� . .�,r y!4yR5�:2s'sn1,1't,+•ti''t.J�'1.d•5.'Rb''°5.'•e Z 0 < Z Z a- SM -9.5A for ADT < 10,000 Select Material Type I with minimum CBR = 30 SM -9.5D for ADT a 10,000 coupling VJ The district administrator's designee shill determine the > brick mase restoration requirements for outer pavement types © 0 with Section 302 of the Road and Bridge O� Z Q w 0 — 24" w* Trench width and pipe bedding shall be in R Lt,/I V Lu C / I.L 4 U No. 26 or 27 aggregate pipe bedding in accordance with VDCT Std. PB -1 a- 0> accordance with Sections 205 & 302 of Q U) � LL Q w w Z Lt_ Z = stone the Road and Bridge Specifications *** 12 inches minimum beyond the edge of the trench MIP / P a on longitudinal open outs, or 25 feet minimum beyond LU z w the trench centerline on perpendicular open cuts, or as coupling P g determined by the district administrator's designee. o o a Not to kale m :::: 2" SCH 80 PVC Cl) Z 2 CH PVC solvent weld 90° bend with LU 6" stone 1!8 weep hale 2" CTS polyethylene 2" ball valve cur tubing (PET) 200 psi stop wl 2" gate DIP Harco FIP X FIP wl SS inserts at all valve operating nut connections 2" SCH 80 PVC DRIP {n z Lu Q3 w w x female solvent weld coupling O WATER MAIN FLUSHING ASSEMBLY FEB 09 6 M 0) l� Z Asphalt Pavement Restoration .Detail for Open Cut Utility Installations Mill & resurface' Kill & resurface"** 12°'min. Saw -cut existing pavement to the full depth of asphalt /Asphalt 12" min, 7,5" ictal asphalt concrete pavement I Concrete Surface Material* U L it Y a) M N N depth or equal to LU c the depth of existing CL Z halt concrete, T_a 6" rntn, 14 whichever is greater 15' min, 1 t3" m,n.—shall Sub -base course depth be 10" or equal to depth of existing sub -base, 0 whichever is:greater I– Z a0 m ❑ Z,Z,Tii OF 0 _ Ow ZU Yi,"w' "••+'1tir'o.Y�Ss•°L"' ^�"yayyd••M1N•y M�y.4•s' 6" Bench Horizontal and vertical surfaces 6'° Bench�v; � F ;� ��;; � � � � ^-�^ ^* "�^ �" Min. Min, 4 ,r shall be tacked with RC -256 liquid asphalt at a rate of 0.1 gallon per • NOTES' . SY, or as determined b the , APE ,t,,�.,,•,.�.,r•..-...,•,,».�,..,".,....•.��• district administrator's designee Asphalt Concrete Surface Material: w• .� . .�,r y!4yR5�:2s'sn1,1't,+•ti''t.J�'1.d•5.'Rb''°5.'•e Z 0 < Z Z a- SM -9.5A for ADT < 10,000 Select Material Type I with minimum CBR = 30 SM -9.5D for ADT a 10,000 � .�,�` �" � �" • � � " VJ The district administrator's designee shill determine the > Class I backfill material in aox ordance restoration requirements for outer pavement types © 0 with Section 302 of the Road and Bridge O� Z Q w 0 Specifications w* Trench width and pipe bedding shall be in R Lt,/I V Lu C / I.L 4 U No. 26 or 27 aggregate pipe bedding in accordance with VDCT Std. PB -1 a- 0> accordance with Sections 205 & 302 of Q U) � LL Q w w Z Lt_ Z = LU = o t -C) the Road and Bridge Specifications *** 12 inches minimum beyond the edge of the trench Q Z 4 Z D a on longitudinal open outs, or 25 feet minimum beyond LU z w the trench centerline on perpendicular open cuts, or as determined by the district administrator's designee. o o C) Not to kale m 6 M 0) l� Z o LU LC) a a (0C=; CN aN a > LL U L it a) M N N Z LU c CL Z r Nr W IA IL 0 aO I– Z a0 m ❑ Z,Z,Tii OF 0 _ Ow ZU - > m 0- DAVID L. LU F- W L>c. No. 1061 r j © G' Z) w g W to , APE Z�w AR 0 Z Z 0 < Z Z a- uJ Q � VJ J < Z w © 0 Q O� Z Q w 0 w< l6 jce-_ /T� C V C w^J R Lt,/I V Lu C / I.L 4 U LU > Z W �5 Z a- 0> I— � Q U) � LL Q w w Z Lt_ Z = LU = o t -C) D_ Z Q Z 4 Z D a LU z w U � o o C) � m Cl) Z In Z LU w O H O P Z {n z Lu Q3 w w O U _J C13 d 0U Q L7 LU 7 co co Z�C uJ O > W Q Q 1711 0Y w U w a Ujw a V) 'V n N — Z Oa 00 00 Co 00 — u7 — t• L H CV CV [ it cri R --�-• N N 0 4? d [V 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 F R E ©1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS1 704 SHEET 10 OF 29 p To O w_ —\ - - ♦ ` / / �. � I w �K .M� w `mow.. �l o�Ij fn t ! CID ., .::: 1 t I -' ',� - p¢ dao x _ / 1 i W r� I I \ I I _ a W .,W s '"♦ �' ` 1 ! t 1 �, In z ©. I ! / t� w M . _ - W rwn �' .- l / a *, o a + r z� oto °d CO)w} 3 DW— ...a w _ +io / I o m E.. z I I) 11 ° $ a o I I t In w w W a © 1 / I a z ins d z't� 0 1 ¢ L I co � ```' I o w °w o IL W " of s f a W w t a I O p ` z ► '? � O !� 1 1 ! 1~� l\ --7 z vw I I r 0 0 a wa P .01 p Oo` wr►s n O I- w o O a - a. I Iwo / "' I 13.00' 11.00' t12 0 '.' a 1 I y r � t , f 4 4 � y� V I,1 ♦ �' f ` I J J ' 4Ij 1 < SR t t i en f 1 I � I � I y f f 1 % • n . i � 1 1 — � r a i 1 r r U i I e j r -i' t ti• �Ir`oU {; 1 1 I i • f� I - I I F-• . i \ M � N i f . .j r g !4 I I 1 1 � A� r z j I .4l73WOJ © � . 1 i � c� w 41,L I v, 1 { . ,, wU tL a q n � t •• ° •O :4 :. , • � ' • `� . ,' un F / f ./ � I p ` _ `.," -' / rr �` � r i � /� d t / 4 � � ` � ` �vl� N Lc�i z 411 z' I #( I a moo* Lu.: r�`n Q 0 0.5 I pC 1, I a L 13.04 1 I 1 fi3+ I Icc :�: ' �. (n° 1�1 - I f 1 i t [ L NIL _._ ...._ � m wl � ~ �'' I �I � � '� :�,•. ° . � • "' • • � : •"` °ice � � � I 1 � / ,, 1 I ¢ f I 1 � � ,,,. ,.. �•, +Pcs 1• i` I _ 0 w In IL N. oip) � • •. .y�-' , IF•r �; � f ` f i' !`\ 1� ` r 1 I `. \ � ♦ � � '' r 4 I 'z `y i 1I►! y: N:•';•' Nloo ;: a y t / f tu D. I 750 740 730 720 Q a a n I co 0 LIMITS OF PROPOSED ROAD IMPROVEMENTS Gl7 UJ � T ly' C7 CO F- Q CA 04 o CV O°i7 FUTURE ROAD Q atcn Q T C14 Z LCo u c 34' kno Z z T T W LO CL F D Ir H U I.- Z zQ!:: PAVEMENT >-v z L T H O � Lu �P a w r � Lu in a. DAVID L, LU W U) Lic. No -1061 w w co `SCApE WIDENING AR'ti zZa- �QW d L) J Z O w a � � z W < Lp O N L> we N w N _ N j�rnCL w DW Z Ix Q ©j wt Z N L.dL < -N Lu W I— V) OCU Z = � Z < L'L 0 w p� ALJ w J Q Z = r-- C) O (� a CL Q z Lu 0 U Z < < O cnW U c/) z Y Q a U L H z y z z w � w w al U c/3 W 0 U z �2 z w W QrA 2 14' U co co CO.! z pa U C3 cn zzo Lw W to RIGHT Lu a > w LL w Ir ! a d TURN 8 Lu7 w w CL p a LANE in Nr a w r D z m ma co ao co O N Q N o m � w icV (V in N tai O CV LID (V 4 4 I 041 0 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 WR{TTEN 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 FRE©1702 DATE 2017-11-06 DRAWING SCALE 1 It = 30' DRAWN BY KLM QN CS3501 SHEET 11 OF 29 bf ASPHALT TRAI a z + + A FINISHED GRADEco W �s r uj N PVI STA = 5+25 ' PVI ELEV = 722.65 � K=28.38 � I ISTING GRADE I Ln + � v y�,Zolo I + N STA:2+2.30 w ~ I STA:2+57.30 cn 3 ELEV:730.65 r f � 1 -- r I I II I of C.) c0 to CO Cj� Lo p� .� cC] i��� N cD QOR 1` QM O Q I� QOR CA Q 00 Ncq K3 CA OM c0 �} N tD �i O cotC�� �`► OWN 0 C7f N R11�y ti cV LO Qq p� � N 00 c'] m �� f0 chcn ti Ln c+] P. co Mcn 1�� N chop 1�� f�� N NN Rr, NN I.ti N"N f�� cVN f�� NN tti� IN i�� i+7cV 1�ti c'3M I`1, 0+00 1+00 2+00 3+00 4+00 PROPOSED LINE DRIVE HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 5+00 6+00 750 740 730 720 7+00 8+00 Its co 0 Z o Gl7 UJ � T ly' C7 CO F- Q CA 04 o CV O°i7 >U. Q atcn Q T C14 Z LCo u c kno Z z T T W LO CL F D Ir H U I.- Z zQ!:: 0 LL >-v z L T H O � Lu �P a w r � Lu in a. DAVID L, LU W U) Lic. No -1061 w w co `SCApE p0U AR'ti zZa- �QW d L) J Z O w a � � z W < Lp O N L> we N w N _ N j�rnCL w DW Z Ix Q ©j wt Z N L.dL < -N Lu W I— V) OCU Z = � Z < L'L 0 w p� ALJ w J Q Z = r-- C) O (� a CL Q z Lu 0 U Z < < O o W c/) Y Q a U L H z y z z w � w U c/3 W U z �2 z w W QrA 2 U co co CO.! 2 O Y C? U C3 cn zzo Lw W to Lu a > w LL w Ir a d 8 Lu7 w w CL p a in Nr m N r D z m ma co ao co O N Q N S? cV O N O N w icV (V in N tai O CV LID (V 4 4 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 WR{TTEN 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 FRE©1702 DATE 2017-11-06 DRAWING SCALE 1 It = 30' DRAWN BY KLM APPROVED BY DLF CS3501 SHEET 11 OF 29 740 EXISTING GRADE 735 740 740 EXISTING GRADI 735 735 0+00 0+10 0+20 0+30 0+40 0+50 ROAD SECTION A -A' HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' 740 740 EXISTING GRADE 735 735 0+00 0+10 0+20 0+30 0+40 0+50 ROAD SECTION B -B' HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' PATTERNS_ OF LONGIT!JQIIIAL LINES THRJ LANI USE BROKEN LINE {10' LINE SEGMENTS i 3O' GAPS). TAPERS MORE THAN 100" USE DOTTED EXTENSION I2' LINE SEGMENTS ./ 4' GAPS). TAPERS 100' OR LESS; DD NOT USE DOTTED EXTENSION UNLESS SPECIFIED IN THE CONTRACT DOCUMENTS. BOTTOM OF ARROW AT BEGINNING OF FULL WIDTH TURN LANE, 4'1 PM -3 NOTES; I. STOP LINES SHALL BE 24 INCHES IN WIDTH. 2. ALL, PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS, THE MUTCD, AND THE VIRGINIA SUPPLEMENT TO THE MUTCD, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. 3. THE LOCATION, WIDTH, AND TYPE OF THE PAVEMENT MARKINGS SHALL BE AS SPECIFIED €N THE CONTRACT DOCUMENTS. 4. TURN ARROWS SHALL BE IN ACCORDANCE WITH SHEET 3. 5. CROSSWALK MARKINGS, 1F PROVIDED, SHALL BE IN ACCORDANCE WITH SHEET 4• 6. YELLOW EDGE LINES AT MEDIAN NOSES SHALL TERMINATE IN ACCORDANCE WITH SHEET 3. SOLID WHITE LINE TO ENO OF DOTTED EXTENSION TAPER UNLESS OTHERWISE 2' WHITE LINE SEGMENT SPECIFIED IN THE CDNTRACT 4' GAP DOCUMENTS. t t A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING ES ON FILE IN THE CENTRAL OFFICE. SPECIFICATION TYPICAL PAVEMENT MARKING lv©oT REFERENCE ROAD AND BRIDGE STANDARDS iiNSIONALIZED INTERSECTIONS 704 REVISION DATE [,SHEETaF 4 VIRGINIA DEPARTMENT OF TRANSPORTATION 07716 0 1.2.00' 12.flfl' Z c .25' 4.13- .13'a LW r Q N c� ], 04 I U) LO U a) I � a CJJ Q z LLJ� Of LuI t-- W CL I~ > j i 3 IY w � � I O a LO sf m N 'r-•• Q z CIO co as m 00 l © (N Q p Lu zI I a l I z zl Cc��I I (a I co I I I z I _ JI i ' I V Y 1 a l a l I i a I I a I a I I I I o i I 0- i I I EXISTI I I EP I ✓_ I FIN SHED GRADE 3 EXISTI 413 EP I I PROP r I 7FSHE1D)--C- ^' I W II I I I I' 1 cn �m I I 1 I- i~ 740 740 EXISTING GRADI 735 735 0+00 0+10 0+20 0+30 0+40 0+50 ROAD SECTION A -A' HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' 740 740 EXISTING GRADE 735 735 0+00 0+10 0+20 0+30 0+40 0+50 ROAD SECTION B -B' HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' PATTERNS_ OF LONGIT!JQIIIAL LINES THRJ LANI USE BROKEN LINE {10' LINE SEGMENTS i 3O' GAPS). TAPERS MORE THAN 100" USE DOTTED EXTENSION I2' LINE SEGMENTS ./ 4' GAPS). TAPERS 100' OR LESS; DD NOT USE DOTTED EXTENSION UNLESS SPECIFIED IN THE CONTRACT DOCUMENTS. BOTTOM OF ARROW AT BEGINNING OF FULL WIDTH TURN LANE, 4'1 PM -3 NOTES; I. STOP LINES SHALL BE 24 INCHES IN WIDTH. 2. ALL, PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS, THE MUTCD, AND THE VIRGINIA SUPPLEMENT TO THE MUTCD, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. 3. THE LOCATION, WIDTH, AND TYPE OF THE PAVEMENT MARKINGS SHALL BE AS SPECIFIED €N THE CONTRACT DOCUMENTS. 4. TURN ARROWS SHALL BE IN ACCORDANCE WITH SHEET 3. 5. CROSSWALK MARKINGS, 1F PROVIDED, SHALL BE IN ACCORDANCE WITH SHEET 4• 6. YELLOW EDGE LINES AT MEDIAN NOSES SHALL TERMINATE IN ACCORDANCE WITH SHEET 3. SOLID WHITE LINE TO ENO OF DOTTED EXTENSION TAPER UNLESS OTHERWISE 2' WHITE LINE SEGMENT SPECIFIED IN THE CDNTRACT 4' GAP DOCUMENTS. t t A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING ES ON FILE IN THE CENTRAL OFFICE. SPECIFICATION TYPICAL PAVEMENT MARKING lv©oT REFERENCE ROAD AND BRIDGE STANDARDS iiNSIONALIZED INTERSECTIONS 704 REVISION DATE [,SHEETaF 4 VIRGINIA DEPARTMENT OF TRANSPORTATION 07716 0 1.2.00' a� Z c 34.01 V LW r Q N c� ], 04 I U) LO U a) I � a CJJ Q z LLJ� Of Lu C14 t-- W CL I~ > j i 3 IY w � � I a LO sf m N 'r-•• Q z CIO co as m 00 O © (N Q p LU H I z tY Cc��I I I z I _ l i ' Ii Wco V CV r I i CL I I CL I I o i I 0- I CL 3 EXISTI 413 EP PROP SED CGC 7FSHE1D)--C- ^' I W II I I I I' 1 I I 1 I I I I I I i 1 I I I i i I I cow un . cOc6 rn 0 a,, 10 cl �c' o r<� tt r< Q co c�Ii IIN� ti� tiR ccs f�.P �r_ Imp I� h� 0+00 0+10 0+20 0+30 0+40 ROAD SECTION C -C' HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' 740 735 0+50 0+60 EXISTING I �[7G£ OF EXISNG PAVEMENT L 1 AS DETERMINED IN FEED) jo' TACK COAT THE PRLtiPOSED CONSTRUCTKIN IlOiNT EXISTING ASPHALT LAYUM PROPOSED ASPHALT LAYERS ---------- MEN EXISTING SUBBASE PROPOSER SUBBASE COMPACTED SUBGRADE CONSTRUOTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBSASE ANO REPLACF vWITIH PROPOSED ASPHALT WIDENING LAYERS PROPOSEDMINWM 1 Yz INCH THICK ASPHALT SURFACE COURSE CSF:E NOTE 5) dIMMINM V WCHES OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETEiI1,11INED aY CORES (SEE NOTE 3) MOTES: 1. ASPHALT PAVFMENT WINNING ,SHALL HAVE A PAVEMENT DESIGN W. ACCORDANCE WITH CURRENT VDOT PROCEDWZ5 AND BE .APPROVED BY THE ImtmEm. 2. THE PAYEMF" DESIGN FOR ASPHAI T PAN%jf T WEDEiIING SH MEET OR EXCEED THE DEPTh6S AND TYPES OF THEN IAYIERS OF EXISTING PAVEMENT. SUBSURF%E DRAAVAG£'.QF THE E)WNC7 AND PR oSm PAVEMENT SHALL BE ADDR£SSfO IN TFE PAVEMENT DESIGN 3. A MINIMUM OF THREE CORE'S 5HALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERNpNE THE TYPE AND TIgCkTIE3S OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL. LANE SHAH BE MILLED A MINIMUM DEPTH OF 11/2 INCH MID REPLACE WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEhiM WIpEWO SURFACE COURSE. UNLESS WAIVED BY THE ETIGINEIT3t. 5: THE EWINEEtR MAY REOUW THE. MILLING DEPTH IPF THE EXITING PAVEMENT TO BE ADJUSTED T4 ACH AN ACCEPTABLE PAYMENT CROSS-SLOPEAND' EFFECTIVE SURFACE DRAINAGE. S. EXISTING PAVEMENT MARICHM AMS MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(4) OF THE SPECIFICATIONS EXMPT THAT ALL JOINTS AT TIE-IN LOCAIYOHS -SHALL BE TESTLO USM A 10 FOOT STRAIGHTEDGE N ACCORDMC1 WITH THE REQUIREMENTS Or SECTION 315.07(0) OF THE SPECIFICATIONS. 740 735 0+00 ASPHALT PAVEMENT WIDENING SREFERIENCE REV 11/07 FOR WIDE.MING SUBJECT TO TRAFFIC 305 303.0E VIRGINIA DEPARTMENT OF TRANSPORTATION 315 45 PROPOSED ASPHALT PAVEMENT PROPOSED CG -7 PROPOSED 13' PROPOSED 11' PROPOSED 11' EXISTING 12' RIGHT TURN FUTURE THRU FUTURE THRU THRU LANE EXISTING 11' EXISTING 13' LANE LANE LANE LL F (FUTURE TURN LEFT TURN LANE THRU LANE w w LANE) u1 w 7 3•.1 EXISTING PAVEMENT SECTION Map unwo- REMOVE ASPHALT EXTEND STONE BASE 1' BEYOND OG -7 COMPACTED MILL INTO EXISTING PAVEMENT TO 2 PAVEMENTT (SAW CUT) 4" OUTLET @ 3% SUBGRADE A MINIMUM DEPTH OF 1.5' AND TACK COAT VDOT STD. UD -4 -J OVERLAY WITH FINAL SURFACE MIX NEW PAVEMENT MINIMUM WRAP WITH GEOTEXTILE TO PROVIDE A SMOOTH LAP JOINT. (OUTLET TO ENDWALL 1 112" SM 9 5A PRIME COAT I BASE COURSE SUB BASE COURSE SUBGRADE EXISTING PAVEMENT INTERFACE NEW PA VEMENT WITTY EXISTING PA VEMENT TYPICAL SECTION (NTS) ) 3' BM -25A 8" 21 B OR MATCH EXISTING PAVEMENT SECTION, WHICHEVER IS GREATER TYPICAL SECTION -WARRIOR ROAD IMPROVEMENTS (NTS) NOTE: PAVEMENT THICKNESS SHOWN ARE BASED ON AN ASSUMED CBR VALUE OF 6. SOIL TESTS OF SUBGRADE MUST BE PERFORMED TO DETERMINE THE CBR FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT THICKNESS PRIOR TCS CONSTRUCTION. ALL SUBGRADE TO BE COMPACTED TO 95% DENSITY AT + 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER AASHTO-T99 METHOD. 4' DITCH S BIKE LANE/ SHOULDER LANE 0+10 0+20 0+30 0+40 ROAD SECTION D -D' HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1' 0+50 NOTE: FOR ASPHALT PAVEMENT RESTORATION DETAIL FOR OPEN CUT UTILITY INSTALLATIONS SEE SHEET 10 (WATER AND SANITARY SEWER DETAILS) 740 1 735 1 0+60 4" CONCRETE 4" DENSE GRADED STONE (21 B) .�°•�`/�,�w���,���'`°�°��'°,,�`���°�������,��� COMPACTED SUBGRADE SECTION FOR CONCRETE SIDEWALK (NTS) SECTION FOR ASPHAL T PA VEMENT FOR PARKING L OT (NTS) 32' 22' 11' LANE 5' BIKE LANE/ SHOULDER 2" SURFACE COURSE (SM 12.5A) 8" DENSE GRADED STONE (21 B) COMPACTED SUBGRADE 4' DITCH -� TYPICAL SECTION - PROPOSED LINE DRIVE (NTS) NOTE: PAVEMENT THICKNESS SHOWN ARE BASED ON AN ASSUMED CBR VALUE OF 6. SOIL TESTS OF SUBGRADE MUST BE PERFORMED TO DETERMINE THE CBR FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT THICKNESS PRIOR TO CONSTRUCTION. ALL SUBGRADE TO BE COMPACTED TO 95% DENSITY AT + 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER AASHTO-T99 METHOD. w O O F- Z 2 zQ1= OU 0- 3: O }oz mW- �LLo p: LLj crza >Wa WSW Fes- O W LL �LU LU m t>1 Cn Z W O W Z a- O N Q J 0 a� Z c a L6 o to LW r Q N c� ], 04 U) LO U a) ca a CJJ Q z LLJ� Of Lu C14 t-- W CL I~ WT. ji OF o DAVID L. FRA Lie. No. 1061 1'.522-149 Z J 01 p < Q W � ©❑ LU � I..V W � V N �zw�C�,�< 0 a 3> 0 u W W z — �v © ❑I LLW z 0 < � z W CL Lu aU)0aZ C) C) zT Z< Q�'� 0 �© w w rr2 U) VJ 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 PENNON! ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM, PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE 1 " = 10' DRAWN BY KLM APPROVED BY DLF CS3502 SHEET 12 OF 29 � ❑ a U Y z Wz � U) tL p ?y aDO O H W 0 CL F_ LLLI Ca F -w D co F_ W U W B �s U Lu LL wLu CCI) Z m z w 0- z LLJ� Of > j IY w � a LO sf m N 'r-•• Q z CIO co as m 00 O © (N Q p LU H Cc��I LO V' V CV 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 PENNON! ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM, PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE 1 " = 10' DRAWN BY KLM APPROVED BY DLF CS3502 SHEET 12 OF 29 V. - 75C 740 730 720 -1- 1 �+ # N �r i L(�VASECOI,N©AR ROUTE719) _ A2V RAR RIAL ' - --tea.._ — — — — r� — — — - r-✓� _ - - w R/41 W�1Q.TH I AMES -- A" i ..0 'h �.,-. E ^.w_.e.v"'^..._, -�.. .� `n'w... •""",,:. .w...,e ..^-+. '....v ...,__ _.�. -r 9� 'l � !� � •a i N�w p,... +». .vi �p 4 a'°'� �, � � i � •� .,...., .. .. ..,- !LS -4 r w. W_ - a-.__�-^-._.... G` ____........__.:_ 43 38 ff-p 38 ASPRALT TRAIL To BE MILLED ANDWAVEDIFORSVOOTH 7RANSITION,(IF NEEDED) fair gq 4u All i `4, d a. Ch Al FA EP 15 4 a �w z 1, � d' � , p p rri' � '• � ,,, � � 1 ` �` ,, �r F\`�� � � � ti.. � '�, . ,. � � � � ,� � w ° 1 � SIGHT DISTANCE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: I"= 4' 0 d O Ir Z = Z q © � 0 } 0 Z m Lit — ❑ LL IL Q' Z Q > ©M wF- LJ lo �� O Z)wm 0QU Z 0 < 0 � Q � Z W Q 0 U) Q 0 z W 1 CL c+) m Lri © w N CD �., N c LL. U � _ � W c N CD 6 mr LO DAVID L. FRANK Lie. No. 1061 0-5-22-10 AR5lxA�W 11-- W W 4 LL] N LIJ tNI Q cl)z Q Jr Y > Z � LLJ F- aw Z 2' �0 �Z 0 J Q 2 � m Z O c� (D N c!7 z w 0 Of w wd w vi Z w 2 `v' r C-) w a a � W cl Lu a> Ft ~ Z LLQ o a �ZVJ LLJ — = a 0 O w cis }. Z D _ D CD o z 11-- W W 4 LL] N LIJ tNI Q cl)z Q Jr Y > Z � LLJ F- aw Z 2' �0 �Z 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 BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES, AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNON ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM, I PROJECT FRED 1702 DATE 2017-11-17 1 I DRAWING SCALE 1 " = 40' DRAWN BY KLM APPROVED BY DLF CS3503 SKEET 13 OF 29 9 0 Y Q 2 C) 2 � m !- Z LU U v vo CL 0 cn w wa v 0 c!7 z w 0 Of w wd w vi Z w 2 `v' r C-) w a LOf ua � Ir i Lu a o a Ln v m cis r- D z ao .0 co w co - o CV ) N o CV 0 cV o 1l w N LO co - Ln Q Q Ln 'T ''T iV r 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 BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES, AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNON ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM, I PROJECT FRED 1702 DATE 2017-11-17 1 I DRAWING SCALE 1 " = 40' DRAWN BY KLM APPROVED BY DLF CS3503 SKEET 13 OF 29 9 j t t s ro 00 Clei � iIZZ WARRIDR DRIVE i 9A SECRUTE0DARYOtt tIJ MINORARTERIAL 7 Imp mm - . q« r / L .--".-.. ........�_ �.--•-• ..�..�.... ��;.....^`. _..� � � '...'i'�'�—.—...c'°.."""'°"�.`7"f..�..ei w.M a.�«'m-,�... �axwamwro .�a.�w. xnrorr�.'wwr v.�.,weww«>� `raw '"°� w Sf kw X f - �x ,p eyr� �+ p�� i:i � d ��EN f�J � YY �"" m"" nW.. ,«an ^+r> r.�. ! � — _— — — — - _ m _ . _ _... _ __ _. VIII ,., FM FA? « A FA M on SedimentTrap Key Design tails Details L D 2srN, Drainage Area (Acres) 2,38 IW Wet Storage Req. (ft) 160 Wet Storage Prov. (f#) 687 4." SF Dry Storage Req. (ft) 160 t `� ° — Dry Storage Prov. (ft) 852 z Weir Width at FJev. 727.5 (ft) 14.5 LIMITS OF DISTURBANCE w Weir Width at Elev. 726 (ft) 8,57171 l FStone Outlet Base Elev. (ft) 725..° D D Storage Depth (ft) 2.33 D D � Cleanout paw. (ft) 724.33 Sediment Trap Bottom Elev. (ft) 723.67 Sediment Trap Top Bene Elev. (ft) "727.5 i ,le i r rl �..y LIMIT OF ,�URBANCE T s FREDERICK COUNTY, VIRGINIA OB 44th �2' ZONED RAUSE: VACANT M2!3 u I 67 t - d 27�— , r POPID 4 r f t` -- k w ,r w pp - ER010°Id°AND SEDIMENT CONTROL LEGEND WITS OF DISTURBANCE LO �} 3.a9 TEMPORARY DMUMON D D DIKE DRAINAGE DMDES 3.11TF-WAY RWD �►►► DNMION 3 O2 TEMPORARY STONE CONSTRUCTION ENTRANCE E 3.13 TEMPORARY SEDIMENT TRAP 3.05 SILT FENCE F—SF— via F ees� C O rw w © O I. - -Z= z¢� 0 L Q moz 0_0 w 0 LL 0 w z a 3ma mU)� � �O mry� 2 W 10 U) w °QZ W Z 0- LU 2 w Ej N Q � ci Z R 4- LID 4)LU bt H C/)N C=; C14 o'" U} FL m Z LU ZCD r� w� al I— F-: T H 0 DAVID L. F � Lic. No. 1061 0.5-22-49 +e 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 1702 1 DATE 2017-11-17 1 1 DRAWING SCALE 1" = 30' 1 1 DRAWN BY KLM 1 APPROVED BY DLF CS8001 SHEET 14 OF 29 _J LLJ a 0 m Zrz U7 W g U Ir ?r0 J a F- W 0 fr W a M 0 0 5 W � W Q V w w WLIJ LL Z M 0 W Q 0: LUcn EL Z o 0: a > W IL w o J z Lo V z CV J O 0- < _- co J z 00 co L U <( (;� o O N Ld... CCN Cc N 6 CN Ij N w Q[if Q 0U Q [11 wwZ z N jr W w � 0� 0 F_ Z LU (Y = w C U z WLL O w W w LL p Z z oZ 0 U LU ❑ }- `` ❑ 0 <`o Wz Z Q W z � U) 0 w LLJ 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 1702 1 DATE 2017-11-17 1 1 DRAWING SCALE 1" = 30' 1 1 DRAWN BY KLM 1 APPROVED BY DLF CS8001 SHEET 14 OF 29 _J Y g a 0 m Zrz U7 W g U Ir ?r0 J a F- W 0 fr W a M 0 0 5 W � W Q V w w WLIJ LL Z M 0 W Q 0: LUcn EL Z o 0: a > W IL w o Lo V co CV Z _- co 00 CO 00 co O N O CV O CV Cc N 6 CN w NN Q iV N O L(i 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. 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J z z J 0 !- z W C( o N H } W N Qz w N Lu U P z pof I-- q w z - H W af U) U zN Lu V% U) W LL 0 w CL Lu LL z s t,U a _ 0 Q p o (-) � ❑ r z < (D m Q Qf Q d I_LI U) z 0�/� uJ 0// YJ_ 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 WV LL 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 FRED 1702 1 DATE 2017-11-17 1 I DRAWING SCALE AS SHOUVM I I DRAWN BY KLM I APPROVED BY DLF 1 S8001A SHEET 15 of 29 2 > � a a L) m F- � z ►- z w O 0 U) W W ~ Lu ¢ O d 0 0 Ix z ,[� p Lu 0) Lu j W ¢ 0J Lu LL LuL cn LU a LO Vcri N r O z co co co 0 0 0 0 0 w i r r r i o cN cv a nl N LL'9 V 'cf N 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 WV LL 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 FRED 1702 1 DATE 2017-11-17 1 I DRAWING SCALE AS SHOUVM I I DRAWN BY KLM I APPROVED BY DLF 1 S8001A SHEET 15 of 29 U a 44 NI PC WARRIOR DRIVE ----� (_ 1/A SECDNDAf��'ROUTE i� •° MINORR ARTERIAL- - w 0 P DSFE@-SPEED.- 1M1 c r . tfff aS p+ .3 ¢a p+ w.vemw®.....,... "a..'r...W... 1�.. ^n w.. -.-a yn yt - ,w +? .'•___ wr d � ea--�......m.""_'-`•.• .. _ `."...-� a8 ..,.ro.+-t.. � �"� sP �'":. �$` `�«�.'°,.,�..•'. o� "�'._ �T ^— s w...r"...`..-.• s3 i= •�I '1- ,,,,. ....e..,a ...w..w.—tea,.... � �`«»...<:.:..,....w-w...,:..,.... � ___ ._ 3 '""'w..,n..rn.`. e3 .. ate^ ®..._,..me..,-.„..,„�,.. :«, my' `J wY .3 a... •. , \ f k ,. . .. .,. .,. e e , _..u_.,. 39� v 1, w- . __w __ _ ..., _" _........ _ =.-64 �rr� "_:"".�� 38 65 38 cy 1?X -_ 38 EXI�- 38 EXE_ EX , q,+• ."."...r .r 4� 1' , 1. J,\ ♦. M. d .;,q�seYn %tk� WE wp - � _...........,.,.. ...__. ,. -...., .,. .+ «..-,. i G \ � \...-„---`s's"......".,^-'^^.',r✓,..«..*. .,...,.... .,.,-:.,.w ,aaw..,., - _fl .. .,«..,-.. ,.w...e. ... .,». ...w.,,..u: .,,... ,...,. ._:._,.. ....... „..... .:». ....._...«. . «_. ...... _ _ r ... _..... .z„'_..eft ,.""' . a I _m N co i f 43 7 1 4 9F i 26 38 91PFOVIDE UD -4 8.531 s 38 — 38— , EP PROVIDE EW 12 6 TC 7C Ww oarnr.inF is[] 4,;� _ ., " _ M 'iJD TO DAYLIGH�C+--CEP3i'y __ — ? ,= + m, 37 3T 3 3 t) PROPOSED°20' - - w» - _ TC TC `.. _ ��_ — ro _ _ _ a FREDERICK WATER ESM - VII W -..._ .. . --- -- w _ M w 620 � � _ _ ..,... _. ' BIKE RAC ...:.« ..... .... .... �° ,E � ,. .._.... _.-.. INSTALLEDON �OIVCRETE _ M 3 { f" < FOS. — 4i� i 25 GRAVEL FLOW SPREADER �"' 39 __. _ - _ _. __ 380 T PR 39 __.._ - 80 3.. C E -TR T T4 74 35 EP 35 PROVIDE EW -12 (TYP) .. O - - FM—FM—FM—FM—FM—FM—FM—FM fll FY FY FI! ---- F71 F11 FII 3380 » k 5 7G TC1HP 80 33— ' 33T ! f PROP. 2D,s FREDERICK WATER ESMT. f 33— 32— 3310 I f 1 PRE TREATMENT / a _ AA FU +�� T 60 CG -6R TYP. i'5 FOREBAY CELL WITH Lu LIMITS OF DISTURBANCE 3�-- STONE CHECK DAM I _ TRANSITION a0 8-8 I VOLUME= 156 FT3 J S _ « , �` TO CG -6 32 - 3 --- 33 TC m. I •• TC x TOP OF STONE CHECK DAM 2TG 319 31 EL. 729.5: 2T 2 ' I RANSITiON 43 � A4 TO CG -6 32A-3 # 33-15 } 40 I� 69 31 CG -6R TYP. ` 2 76 NSITIO 24 L.F. EDULI PERFORATE 0 PVG 6" SCH s / 5' WIDE SIDEWALK (PHASE II) 32 T TO CG- g6 UNDERDRAIN PIPE - w 04 32— 3a X50" PICNIC SHELTER (PHASE 11) 3 5 � 29 — 32 0 68C @0.1% 0.1 /o �/ .... 32— ��4 BIORETENTION BP , 1 A OBSERVATION WELL 1 CLEANOUT H 2850 I EXTENDED TO SURFACE WITH �� 3p52 � g00 ITION ; � EVEL II ir' T` VENTED LOCKABLE CAP. y — 5 ORETE TI`64 SOIL MEDIA' AREA = 3133 FTz 28001 2 'TRANSITION � i 3176 SI RE�4TMEN7 VOLUME = 92'I,FT 8g O C - SF _ Q5 ]�25 y a' 10' ITION. - O GG -6 RANITION� 5' WIDE SIDEWALK (PHASE II) "c� -- x.. 15.., r 3c 3 2 g 31-- TO 1 25'X30' RESTROOM FACILITY (PHASE II) T 1 TG 3 00 ° C I alE 29 TC 3 6 , 4 3 30— /%9F 1 0 T IT G 985 28 0 NSITION u» GRAVEL FLOW SPREADER 00 TO CG -6 T' PRE-TREATMENT SC r 306TC f I ! OBSERVATION WELL 1 CLEANOUT S F r `; � � I TOF DI'URBANCE y I EXTENDED TO SURFACE WITH VENTED LOCKABLE CAP. 00 9 TC PROVIDE EC—2 TYP. 2900 — ' 27— p" RISER STRUCTURE # 1 12" NYLOPLAST DRAIN :x Turf A,13 131ORETENTION BASIN 8 ° B 'WISH LOCKINtd�^ LEVEL II C; "i%1 ..� �- �• - w RAG FREOEl BIORETENTION SOIL MEDIA AREA =1.173 FTz � M. m DO�iA� TRASH K i DS 440 PG 42Y DESIGN TREATMENT VOLUME = 3,462 FT3 _ �' FIM EL. EL. 7 ZONES 15 n �"'°^ �1NVERT EL. 724.25 IN "� � � � 23 '� � ) � /� � � {INVERT EL. 724.15 OUTUSE VACANT EROSION AND SEDIMENT CONTROL LEGEND p� 3.36 SOIL STABILIZATION 3.07 9I.Ef PffcnON I P BLANKETS MD FATTING 3.02 TEMPORWY STONE CE LIMITS OF DISTURBANCE LO D CONSTRUCTION ENTRANCE 3.05 SILT ITNCE SF CRITICAL SLOPES 3.18 OaH PROTECTION OP 3.20 ROCK CHECK DAM CD ► NOTES: 1.) PROVIDE EC -2 ON ALL SLOPES 4:1 OR STEEPER. 2.) CRITICAL SLOPES TO BE STABILIZED IMMEDIATELY AFTER REACHING FINAL GRADE. 4 120 LF. 10" HDPE _.: PIPE @ 0.50% ""~~" .� � � � -• ..e .._.,. .,,� � µ „� I «� LOQ wroo 27- HDPE END SECTION 5==722. IN , OUT = 723.67` - _- - POD PRE -TR ATMENT,FOREBAY G`Li FUTURE PARKING L_ .,.... WITH STONE CHECK DAM VOLUME= 517 FT3 _ I p TOP Or STONE CHECK... " DAM © ) �° -mow ,..."` «�,« ✓^ 3 µ ..". F..s:%""" RISER STRUCTURES # c _ 18" NYLOPLAST DRAIN BASIN EMERGENCY SPILLWAY 92 L.F. g HDPE PIPE � 0.54/b � �--• fy" VDOT CLI,RIPRAP 10" HDPE -END _ WITH LOCKING DOME TRASH g SECTION RACK WV. OUT = 719.55 .-RIM ELEV. 725.00 { INVERT 720.25 IN 66'L.F. PERFORATED 6" I I SCHEDULED PVC y 1g5;? "� INVEFt7ELEV.720.15OUT LINDRQRAIN'PIP'E@0.1%, .._... /"N "ROCK OUTLET PROTECTION `�".. MIN., APRON LENGTH = B' m MIN. UPSTREAM WIDTH = 2.5-- - - ~ # MIN DOWNSTREAM WIDTH = 4.0' w _ MIN. ROCK`"SIZE D$o = 6" »^ F� MIN. THICKNESS =18" - UNDERLAY V R`(yrQTEX ILE x Y Q IT- Of} 7 z¢� a u- 00 0 ❑ Z CO iii 0 ❑ U- W ui amu- 0 w �U\ L O1 W LU Of 7COCL LU Lu Lr � o - W W U Z W 000 w Q w E ❑ U W Q ❑ z O Q w LJ_ C) w O LL U7 Cid 0- Lu 0 u z LL W r� VJ V) ul T CO UJCD cr) !— N � CD Oct a cv Q U) a� Q� m T Z LU c [V z T z LnT MIIIIIIIIIIIIIIIIM 1.� DAVID L. FRAK Lic, No. 1061 05-22—/B AJ AR�i1 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 ASSOCIATFS; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE 1" = 30' DRAWN BY KLM APPROVED BY DLF CS8002 SHEET 16 OF 29 F- = < z W z LO LG CwC Y c,lN Q _ W N LU z '5V)zU W CV ¢ o0� 3 Q w z W j 2L Z a W !Y U 4 LL J � ~ I - O W Z LU O LL z = n U LU U) �+ w T Z W Or� O W (.J 0 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 ASSOCIATFS; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE 1" = 30' DRAWN BY KLM APPROVED BY DLF CS8002 SHEET 16 OF 29 } Y LU z LU w u3 U Lu Z w Lu O U o sc z U U U F O a O 0 w w in 7w Z > w ¢ LL Lu cn O ❑ w LL' p w a LO v m N r O z © o CD C) o w CV LV [V N CV Q N CSV O N N O In v v Cv 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 ASSOCIATFS; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. 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' MANHOLE - BY CONTRACTOR PER F IERICK / ✓ , ` , ^' } / r ) \\ / WATER INSPECT 'S REQUIR ENI � � / / { ,r ', � .� > � ._ � � � � \ � � / ✓ ,. 4 -�...� \ �, � � �. `ti.. �.- ---- � � .� "� 1 1 } 1 / .-- / 1 r j � s ! r � f / r f 1 fi ' ( C fi 1 °`•- � � � � �" � � � } „� .,. � � � '� ". � � r' � .-' -�' % ` ` /J E,+r. sanr. r �rr� � -... � \ _ � \ \ ~� � ..,,. ,s" -.,,,.. ,� ti,. v,„, ,,,.,,, _.,. ...- i'�\. - / /� � % # � P # I 1 / . � P � � � �d S € t` ! i a �' �'',, � � �'`e t r �, ••'✓ �r ^'� F ! , `� ! i �' AIH Ile je le l v/ +' l / r / 7�f r f ✓ J JI i �S +4 ✓ \\AlEx a �+P uAip srA roN J ^' f f � ti r � r " � r "' J � i C Y, '° i J � I 1 � � 1 \ ,�C' ! 1 ! � � � „`- .-. / ✓ �✓ 1 � _ -� f x `; EROSION AND SEDIMENT CONTROL LEGEND 7 m a �I 3.n7 I 3,36 SOIL STABILIZATION II�t P�TION BLANKETS MID MATTING 3.n2 TEMPORSTONE IMIof DSNMCE ,WrlON ENTRANCE C E LO Di_ 3.05 I SILT F>=NCE( F I---sF---� ' I CRITICAL SLOPES l 3.18 ago PROTECTION 0 P 3.20 ROCK CHECK DAM CD 1.) PROVIDE EC -2 ON ALL SLOPES 4:1 OR STEEPER. 2.) CRITICAL SLOPES TO BE STABILIZED IMMEDIATELY AFTER REACHING FINAL GRADE. z �.., IA (D C�, CD N O Q >,N FE a LI y a r; 0) W N PI CD Z Z w C O U O Q02 LL � cows' °w"w IrZU f � LJ a1. DAVID L.UJI M UJ Lic. No. 1061 U- r 055-22-1209 co Lu sCAPE LD o z Wza 2 w d {U!1 J Z � 0 _< z < w U 5 wC1 lf] < ct� r [� CN 0 = wN wZ w �- it d w 0? C!3 Z U c z � ? a < Ii w ? Ul ly QW H < (� z J d W �.. Z 0 u- z = w 0-0���z Z < 0 00 w LLJ U U w r� V J Y 0 0 U Y m z W w U Vs U f2 0: W W Q o J U O v U z U g c a w o � a > o Ir a Lf) IT m C14 ciz co w m 0 0 0 0 0 LU CV (V N dV C J F CC1 N9 N CV CA 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 FRED 1702 DATE 2017-11-17 nRAWINr RrAI F AR SHn 11 DRAWING SCALE AS SHOWN APPROVED BY DLF CS8002A SHEET 17 OF 29 m EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS SITE IS LOCATED IN FREDERICK COUNTY, VIRGINIA ON SHE EAST SIDE OF WARRIOR DRIVE AND DIRECTLY ACROSS THE ENTRANCE FOR MONTGOMERY CIRCLE. THIS PROJECT INVOLVES THE CONSTRUCTION OF A PARK ACCESS ROAD (LINE DRIVE), A PARKING LOT FOR FUTURE PARK FACILITIES, A PROPOSED OUTDOOR GYM AREA, A WATER SERVICE LINE AND SANITARY EORCEMAIN, STORMWATER MANAGEMENT POND, AND LANDSCAPING. THE OVERALL PARCEL ACREAGE FOR THIS SITE IS 88.68 ACRES. HOWEVER, IMPROVEMENTS ARE ONLY PROPOSED FOR A SMALL PORTON OF THE NORTHEAST CORNER OF THE PROPERTY. THE LAND DISTURBANCE FOR THIS PROJECT IS 2.38 ACRES. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY VACANT AND IS MOSTLY AN OPEN GRASS AREA WITH SOME WOODLANDS AROUND THE PERIMETER. SLOPES RANGE FROM 1% TO 50%. ADJACENT PROPERTY THE SITE IS BOUNDED BY WARRIOR DRIVE TO THE WEST, RESIDENTIAL LOTS TO THE NORTH, PARKLAND TO THE EAST, AND RESIDENTAIL LOTS TO THE SOUTH. OFF-SITE AREAS 0.23 ACRE OF THE VDOT RIGHT -OF WAY FOR WARRIOR DRIVE WILL BE DISTURBED AS PART OF THIS PROJECT, SOILS THE USDA SOIL SURVEY MAPS THE PREDOMINANT SOILS FOR THIS SITE AS FOLLOWS: 1 B BERKS CHANNERY SILT LOAM (HSG C). SLOPES RANGE FROM 3 TO S PERCENT. THE SOILS HAVE MODERATE PERMEABILITY, MEDIUM RUNOFF/EROSION POTENTIAL, LOW SHRINK -SWELL POTENTIAL. 33 BLAIRTON SILT LOAM (HSG C/D). SLOPES RANGE FROM 2 TO 7 PERCENT. THE SOILS HAVE MODERATELY SLOW PERMEABILITY, VERY HIGH RUNOFF/EROSION POTENTIAL, LOW SHRINK -SWELL POTENTIAL. 3C BLAIRTON SILT LOAM (HSG C/D). SLOPES RANGE FROM 7 TO 15 PERCENT. THE SOILS HAVE MODERATELY SLOW PERMEABILITY, VERY HIGH RUNOFF/EROSION POTENTIAL, LOW SHRINK -SWELL POTENTIAL. 9B CLEARBROOK CHANNERY SILT LOAM (HSG C/D). SLOPES RANGE FROM 2 TO 7 PERCENT. THE SOILS HAVE MODERATELY SLOW PERMEABILITY, VERY HIGH RUNOFF/EROSION POTENTIAL, MODERATE SHRINK -SWELL POTENTIAL. 41 D WEIKERT-BERKS CHANNERY SILT LOAMS (HSG B/D). SLOPES RANGE FROM 15 TO 25 PERCENT. THE SOILS HAVE MODERATELY RAPID PERMEABILITY, MEDIUM RUNOFF/EROSION POTENTIAL, LOW SHRINK -SWELL POTENTIAL 44B ZOAR SILT LOAM (HSG C). SLOPES RANGE FROM 2 TO 7 PERCENT. THE SOILS HAVE SLOW PERMEABILITY, MEDIUM RUNOFF/EROSION POTENTIAL, MODERATE SHRINK -SWELL POTENTIAL CRITICAL AREAS CRITICAL AREAS, IF ANY, ARE MARKED BY A STAR AND CONSIST OF 3:1 SLOPES. THESE SLOPES HAVE THE POTENTIAL FOR GREATER EROSION AND SHALL BE IMMEDIATELY STABILIZED AFTER REACHING FINAL GRADE. 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 1 PLAN TO PREVENT MUD AND DEBRIS FROM BEING TRACKED ONTO ROADWAYS. SILT FENCE WITH WIRE SUPPORT (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. TEMPORARY DIVERSION DIKES (3.09) SHALL BE INSTALLED TO DIVERT RUNOFF FROM UPSLOPE AREAS TO A STABILIZED OUTLET SUCH AS A SEDIMENT TRAP OR SEDIMENT BASIN DIVERSION DIKES SHALL BE LINED WITH EC -2 FOR STABILIZATION. SEDIMENT TRAPS (3.19) SHALL BE INSTALLED IN LARGER DRAINAGE AREAS TO DETAIN SEDIMFNT-LADEN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT AS SHOWN. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.3.2) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. PHASE II: ALL CONTROLS INSTALLED IN PHASE I SHOULD REMAIN UNTIL THE SITE IS STABILIZED. UPON STABILIZATION OF THE SITE, SEDIMENT TRAPS SHALL BE REMOVED AND SILT FENCE WITH WIRE SUPPORT (3.05) SHALL BE ADDED TO AREAS DOWNSTREAM OF THE SEDIMENT TRAPS AND SHALL REMAIN UNTIL UPSTREAM AREAS ARE STABILIZED. CULVERT INLET PROTECTION (3.08) SHALL BE PROVIDED ON ALL NEW DRAINAGE CULVERTS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY A CULVERT OR STORM SEWER SYSTEM. OUTLET PROTECTION (3.18) SHALL BE INSTALLED AS SHOWN ON THE PLANS. UPON STABILIZATION OF THE SITE, THE SWM POND SHALL BE CONSTRUCTED AND BIORETENTION AND PRE-TREATMENT SHALL BE INSTALLED. SOIL STABILIZATION MATTING (3.36) SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE PLANS TO STABILIZE NEWLY GRADED SLOPES. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, IMMEDIATELY SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. 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: o)NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. d)EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c)EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY, d)MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e)RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. f) APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 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.(VESCH) 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 0.25 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. INSTALL GRASS CHANNFL AND BIO -RETENTION FILTER ONCE UPSTREAM AREAS ARE STABILIZED. B. REMOVE ALL EROSION & SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. LONG TERM MAINTENANCE AND REP IR 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. A M INTENANCE 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 THE TOWN OF FRONT ROYAL. BIORETENTION AREAS SHOULD BE FULLY PROTECTED BY SILT FENCE OR CONSTRUCTION FENCING CONSTRUCTION OF THE BIORETENTION AREA MAY ONLY BEGIN AFTER THE ENTIRE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED WITH VEGETATION. IT MAY BE NECESSARY TO BLOCK CERTAIN CURB OR OTHER INLETS WHILE THE BIORETENTION AREA IS BEING CONSTRUCTED. THE PROPOSED SITE SHOULD BE CHECKED FOR EXISTING UTILITIES PRIOR TO ANY EXCAVATION. TEMPORARY E&S CONTROLS ARE NEEDED DURING CONSTRUCTION OF THE BIORETENTION AREA TO DIVERT STORMWATER AWAY FROM THE BIORETENTION AREA UNTIL IT IS COMPLETED. SPECIAL PROTECTION MEASURES SUCH AS EROSION CONTROL FABRICS MAY BE NEEDED TO PROTECT VULNERABLE SIDE SLOPES FROM EROSION DURING THE CONSTRUCTION PROCESS. SEEDING NOTES: 1. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 2. PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE OF 92 LBS. PER 1000 S.F. (2 TONS PER ACRE). 3. FERTILIZE WITH 10-20-10 AT A RATE OF 12 LBS. PER 1000 S.F. (500 LBS. PER ACRE), 4. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% KENTUCKY BLUEGRASS APPLIED AT THE RATE OF 200 LBS. PER ACRE. 5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. TAIILE 3.31-B (Revised June 2003) TEMPORARY SEI -DING SPECIFICATIONS QUICK REFERENCE FOR ALL REGIONS SEED APPLICATION DATES SPECIES APPLICATION RATES Sept. 1 Feb. 15 50150 Mix of Annual Ryegrass (lolium multi- florum) & Cereal (Winter) Rye (Secale cereale) 50 100 (IbsOacre) Feb. 16 - Apr. 30 Annual Ryegrass (iolium multi-florum) 60 - 100 (lbs/acre) May 1 - Aug. 31 German Millet 50 (lbs/acre) FERTILIZER & LIME • Apply -10-10-10 fertilizer at a rate of 450 lbs. I acre (or 10 lbs. l 1,000 sq. ft,) + Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 lbs. l 1,000 sq. ft,) NOTE: 1 - A soil test Is necessary to determine the actual amount of lime required to adjust the soil pH of site. 2 - Incorporate the lime and fertilizer into the top 4 – 6 inches of the soli by disking or by other means. 3 - When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technicai Bulletin # 4 2003 Nutrient Management for Development Sites at http:ilwww.dcr.state.va.us/sw/e&s,htm#oubs TABLE 3.32-C (Revised June 2003) PERMANENT SEEDING SPECIFICATIONS FOR APPALACHIANIMOUNTAIN AREA SEED' LAND USE SPECIES APPLICATION RATES 3 Tall Fescue' 90-100% Minimum Care Lawn Perennial Ryegrass 0-10% Commercial or Residential Kentucky Bluegrass' 0-10% TOTAL: 200-250 lbs. Minimum of three (3) up to five (5) varieties W C) W W a High -Maintenance Lawn of Kentucky Bluegrass from approved list TOTAL: 125 lbs, O for use in Vir inial o Tall Fescue' 128 lbs. General Slope (3:1 or fess} Red Top Grass or Creeping Red Fescue 2 lbs. I- Seasonal Nurse Crcp3 20 lbs. ©— TOTAL: 150 lbs. Tall Fescue' 108 lbs.. Low -Maintenance Siong Red Top Grass or Creeping Red Fescue Seasonal Nurse Crop3 2 lbs. 20 lbs. jSteeper than 3:11 n Crownvetch4 20 lbs. w< �/ TOTAL: 150 lbs. 1 - When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended turfgrass variety list. Quality seed will bear a label indicating that they are approved by VCIA. A currant turfgrass variety list is available at the local County Extension office or through VCIA at 804-748-4884 or at http:/lsudan_cses.vt.ed ufhtm[/Turf/turflpublicationslpublications2.html 2 - Perennial Ryegrass will germinate faster and at lower soil temperatures than Tall Fescues, thereby providing cover and erosion resistance for seedhed. 3 - Use seasonal nurse crop in accordance with seeding dates as stated below: March, April - May 15`" ......................... Annual Rye May 16`" - August 15'6 ......................... Foxtail Millet August 16`h - September, October ........... Annual Rye November- February ............................. Winter Rye 4 -All legume seed must be properly inoculated. If Flatpea is used, increase to 30 lbs/acro. If Weeping Lovegrass is used, include in any slope or low maintenance mixture during warmer seeding periods, increase to 30 -40 lbs/acre. FERTILIZER & LIME + Apply 10-20-10 fertilizer at a rate of 500 lbs. I acre (or q2 Ibs. 1 1,000 sq. ft.) • Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 lbs. 11,000 sq. ft.) NOTE: - A soil test is necessary to determine the actual amount of lime required to adjust the 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 appiying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin # 4, 2003 Nutrient Management for Development Sites at htto://www.dcr.state.va.us/swte&s.htm#pubs Q� Y 0 U O �z= z¢t 0u- O ( >- 0 Z 0OW- aEw 1= w o 3m0 - m 4j 0w ADO cpm w� U w 000 WZw 2 cc 0 0 J W J 0 6 co Z CLO to ID T W UU a cD I- N o Q A CV LL cg O co Q L vi Qy Q iz W CY) T Z LU c N r~ Z ��co Z — � W u') al H T'H 0 DAVID L. FRANK Lic. No. 1061 05-22-16 rnc1'E ARo�.�Jii J 2017-11-17 DRAWING SCALE � Q 3 KLM APPROVED BY DLF Q L Z c Z LU CnZ 0 nO o Z W C) W W a co F-- uJ 0 CJ z w W LU a Y C�- E w LU O Z w� O 0_ o Z < I- ©— z Elf w c� U ~ n w< �/ �< _� LU 0E0 wz >— �• W Q Lu �< N N z cry 12 _Z 0 CD 0 0LLI � Q Q ® Y Li <d {� XC U) wZ� c''7 O LL I 0 n w � z W z It -r LI_ Q Z I— w = U 0 0 0 0 10 Z < D Z < p w o L ❑ U w Cly a U) 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 BEAT OWNERS SOLE RISK AND WITHOUT LIABUTY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNCFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTNG THEREFROM PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE 7 3 KLM APPROVED BY DLF c Z LU CnZ 0 nO o Z W C) W W a co F-- uJ 0 CJ z w W LU a Y C�- E w LU O Z w� O o � Elf w c� n Z � 0 r o 0 CD 0 N CV N Cil N Li N N 4CS N c''7 O r N V( N n U') It -r N 0 0 0 0 10 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 BEAT OWNERS SOLE RISK AND WITHOUT LIABUTY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNCFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTNG THEREFROM PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS8003 SHEET 1$ QF 2g c� CONSTRUCTION OF A SILT FENCE CONDITIONS TIONS R 0 CK CHECK DAM cn 0 ,rLID co TION ENTRANCE WITH WIRE SUPPORT SILT FENCE CULVERT INLET PIPE OUTLET T ' w , (0 co STONE CONSTRUCTION ( ,� 1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS. PROTECTION A A 2 ACRES OR LESS OF DRAINAGE AREA: Q >, N LL TRENCH UPSLOPE ALONG THE LINE 70' MIN. EXISTING OF POSTS. O LL 8 A 3, PAVEMENT ENQWALL � () j Ci 5:1 1 - - 3dc D. Vi cif] �..,��.. d '� WET -► o MOUNTABLE BERM / $' {D try [�# TIONALJ FILTER CLOTH r MIN. A 'f - - - - - - Z W_c_ti - I� - - - - - PIPE OUTLET TO FLAT FILTER CLOTH CLQ f /� 1 TOE OF FILL AREA WITH NO DEFINED (OPTIONAL) r SIDE ELEVATION 1 % 1 -�.- CULVERT CHANrfEI. CL Z r EXISTING GROUND ' /J II + / `� 1 I I PLAN VIEW (DOWNSTREAM VIEW) d LO Jill MtN./ � /� % L a VDDT!1 B WASHRACK Lo• MIN, - _ I ` COARSE AGGREGATE: (ITPTIIFVAL) 0 X 3. r ITt i n d FWW �1 3' • 10• MIN. FLOW III •� L2' MIN. I1 I I I I f I I I PAVEMENT o Z - - - - --� II�111 SECTION A-A FILTER CWTH MDCY IN a"-D' RECOOM MED FOR PIUMM1J'SB s o - �a 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE o TOE OF FILL ILL VDOT III �� POSITIVE DRAINAGE �M. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL a o A i.i d COURSE AGGREGATE B I TO SEDIMENT SILT FENCE TRAPPING DEVICE «DlsraNCE IS 8' MINIMUM IF FLOW 2-1D ACRES OF DRAINAGE AREA: m W Z ��L`TH 01 MUST EXTEND FULL WIDTH IS TOWARD EMBANKMENT A ado NLN.) W 6 L� OF INGRESS AND EGRESS PLAN VIEW L FLOW - - W o LU LU OPERATION N.//Mi�Wz 0/1 - - - - - - - .-.12_ - - - - - - � � � � � - - r m d o PIPE OUTLET TO WELL @ �, W W Uj DAVID L. � 3• MIN. II --" , Jj11 OPTIONAL STONE COMBINATION DEFINED CHANNEL FILTER CLOTH m o Lic, No. 1061 3' MIN. / f 11 / 'a'c: PLAN(OPTIONAL) = W U) g LL 0.'i-22-109 VIEW _ 1.0 1.5' L fl (DOWNSTREAM VIEW) � W W Sc� 7nL� FILTER CLOTH FLOAT toUj SECTION A-A - VDOT Ali O 0 z 0 X COARSE AGGREGATE z © a WZa rb: d�W FLOW FLOW s?I 3. 0 U ° $ > ' ° + . G - EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. ^ SECTION A-A se -�} � 2.5' 1 ' FILTER FABRIC PMTZR CIM MY H4 8"-9"; FMXWMWW FOR ERTIBE PE MWM J f7 NOTES: 1. APRON LMG MAY BE RIPRAP. GROUTED RIPRAP. GABION a & ISLET, OR CONCNGTH F REINFORCED CONCRETE' DRAIN SPACE Il ��=;h' WIRE 1 0 2. Ln L9 THE I�NGT!•T OF THE RIPRAP APRON AS CALCULATED VDOT J3, 1357. #5, F56 OR 157 COARSE AGGREGATE CLASS I RIPRAP USING PLATES 3.18-3 AND 5.18-4. CLASS I RIPRAP SECTION B-B - REPLACE E OCEIiSI T EFLOWNCS IEXPECTED HORSESHOE OE " WHEN S. d - 1.5 TUNS THE MAXtMUM STONE DIA1 TER, BUT NOT 1849 THAN B INCHES. SOURCE: ADAPTED Tlom 1983 Maryland Standards for Soil m& and Sediment Control, and Va DSWC Plate 3.42-1 SOURCE: Ada ted from IngWintion of SLraw and Fabric FiME Barriers for 5ediMCAL Control. PM 9.06-1 SOURCE: ADAPTED from VDOT Standard Sheets and Va.DSWC PLATE. 3.08-1 Source: Va. DS'II'C Plate 9.1$-1 SOURCE: VA. DSWC PLATE. 3.20-1 9f J_ J ~ < W Z � TEMPORARY SEDIMENT TRAP 0 J 0 Q TEMPORARY DIVERSION DIKEI- [r,z 1' VARIABLE« LO �W < LF,z � o ORIGINAL VARIABLE« L[_ 04 0 W N 2! GROUND 0 r I'1 / ELEV. 1.0• W LJ j � Lj U � Z Compacted Soil 0 F- 10 67 CU. YD./ACRE VARIABLE "-W Z Z o 18" min. 1 t f l I 1 1 � CL w i 1 i -FIOw � � c3 � I- I­_k k k k ( k 67 CU. YD./ACRE 4' MAX. < " cl) LL W U) (EXCAVATED) 0- W LL z = FILTER CLOTH ORIGINAL n � U GROUND 0 ELEV. � W L O � Z 4.5' min. «« r *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP Z < � < Z � CROSS SEEECTIO►N OF OUTLET 0C W Z CLASS I RIPRAP 0 LENGTH (IN FEET) _ (IX DRAINAGE AREA 0 (IN AC.) DIVERSION SOURCE: VA. DSWC PLATE 3.09-1 `- DIKE Uj DIVERSIONS /� 1 b "/ J� EC-2 i ! 1 COARSE AGGREGATE / " M 1 R ATTER ANCHOR SLOT U 6S K e" fJ} Uj 00 FRTE<,EIVZSIi'l' LU _ FILTER CLOTH ``� I 11 I Y I I I I I AREA CENTER ROW MAY BE �= 1LU 17--4-77, - - - 1 ! I I I I I ELIMINATED N 4, SLOPE _ J 1 1 f I t I t IS LESS THAN 41 1 JUNCTION SLOT � ' -� h (n I- UJI W t oovMUlr >u� a� COARSE AGGREGATE SMALL BE VDOT #3, #357 OR #S I r I I I P� w Z w I U) LU Cr_ ui Y 1 I i 5'MAX. 4.1 OR FLATTER CHECK SLOT � R ANCHOR SLOT Q LU z I 1 3'MAX. STEEPER THAN 4:1 TERMWAL FOLD 4 r O 2 (� g OUTLET (PERSPECTIVE VIEW)T11 a I I t l l l AP JOEr^-/ m H Q U U p PLATE. 3.13-2 I I EDGE AND END JOINTS TO -TAMP SOL FIRMLY f- YY Z TYPICAL PARABOLIC DIVERSION SOURCE: VA DSWC BE OVERLAPPED 2" MINIMUM. ALTERNATE THIRD ROW OF STAPLES W 4 Q' Of I FROM EACH STRIP IN LAP WITH O W a W 1 + TEI�MJNAL FOLD � > MAx_ aULw I f l t I I a Y I I I p ,i•> O g 107E S1dTrL 3OM I I - � w CL } 0.$' FREE BOARD - - f 1 I I I ARIABL€ L.YARASL a EMIL RM Y7tiMH -TAMP 901E FIRMLY M N `•- Ob I r - ' Y 1. 1 CHECK SLOT JUNCTION SLOT, �' To 2" NOTES: C_ .- r �� I APPROXIMATE 200 STAPLES REQUIRED N N N N w TYPICAL TRAPEZOIDAL DIVERSION '" T° PER 4'% LOTS LL. N Lr) M N N O I 2, P73t HOR SLOTS JUNCTION SLOTS AND CHECK SLOTS �0 BE BORED 6" TO T1" V' r N I r 1 AND VARIABLE. JUNCTION SLOT - 3, MAX. SPACING C-C CHECK SLOTS ALL E INSTRUMENTS MEENTS PREPARED IC PENNON( ASSOCIATES 100' SLOPE 47 OR LESS 50' SLOPE ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE 107[ NO 11 UN l�y���yj STEEPER THAN 4x PROJECT, THEY ARE NOT INTENDED OR REPRESENTED GAGE WIRE ARIABL 4. STAPLES FORMED FROM NO. 8 STEEL TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON WIRE e" STAPLE MINIMUM LENGTH THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER 0.9' FRSE BOARD I y }1 71t, PLAN VIEW FOR SANDY SOIL 6" STAPLE MINIMUM PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION - - - I t f ° j° p SOIL RETENTION MAT STAPLING DIAGRAM JUTE MESH LENGTH FOR OTHER SOIL, OR ADAPTATION BY PENNON( ASSOCIATES FOR THE _ _ _ SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS 93 -?- GENERAL NOTES: SOLE RISK AND WITHOUT LIABILITY OR LEGAL Y �� I-BASIS OF PAYMENT TO BE SQUARE YARDS OF PROTECTIVE COVERING COMPLETE IN PLACE. S. JUTE MESH OR SOIL RETENTION MAT IN ACCORDANCE WITH THE SPECIFICATIONS EXPOSURE TO PENNON( ASSOCIATES; AND OWNER m WITH EC VDIACOVE NS IS 70IBE €D ON TYPAS INDICAT AL SECTIONED ON THE PLANS IN ACCORDANCE MAY BE USED AT TI OPTION OF THE CONTRACTOR. SHALL NDEMNIFY AND HOLO HARMLESS PENNON( THE ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND a 4. WIDTH OF MATERIAL MAY VARY FROM MINIMUM DIMENSION BY INCREMENTS OF EXPENSES ARISING OUT OF OR RESULTING THEREFROM. 2"T-TOP" STAPLES OR OTHER MANUFACTURER'S DESIGN APPROVED 13Y THE ENC�IEER MAY 4 OR 5 FEET. BE SUBSTITUTED FOR THE STAPLES SHOWN. 5. FOR SOURCES OF APPROVED MATERIAL SEE VDOVS APPROVED PRODUCTS LIST w FOR ST'D. EC-2 MATERIAL. PROJECT FRED 1702 xvccyr SPECIFICATION TYPICAL VEE-SHAPED DIVERSION ROAD AND BRIDGE STANDARD PROTECTIVE COWERING INSTALLATI�7N CRITERIA REFERENCE DATE 2017-11-17 CL VIRGINIA DEPARTMENT OF TRANSPORTATION SHEET 1 OF 1 REVISION DATE ?4 11x0? 606.02 oe DRAWING SCALE AS SHOWN U d n! a Source: Va. DSWC Plate 3.12-1 DRAWN BY LM 0 APPROVED BY ALF CS8004 SHEET 19 OF 29 R_ }: n ii W BIORETENTION FILTERS ARE PLANTING AREAS INSTALLED IN SHALLOW BASINS IN WHICH THE STORM WATER RUNOFF IS TREATED BY FILTERING THROUGH THE BED COMPONENTS, BIOLOGICAL AND BIOCHEMICAL REACTIONS WITHIN THE SOIL MATRIX AND AROUND THE ROOT ZONES OF THE PLANTS. THE BIORETENTION FILTER AREAS ARE INTENDED TO BE A PART OF THE VISUAL LANDSCAPE AMENITIES, BIORETENTION FILTERS ENHANCE THE QUALITY OF STORM WATER RUNOFF THROUGHOU-1 THE PROCESSES OF ADSORPTION, FILTRATION, VOLATILIZATION, ION EXCHANGE, MICROBIAL., AND DECOMPOSITION. EVAPOTRANSPIRATION AND NUTRIENT UPTAKE IN PLANTS ALSO COME INTO PLAY. THE BASIC COMPONENTS OF THE BIORETENTION FILTER CONSIST OF THE MULCH LAYER, PLANTING SOIL LAYER, SAND BED, AND INFILTRATION CHAMBER. THE BIORIETENTION FILTERS ON THIS SITE ARE DESIGNED TO COLLECT AND TREAT A VOLUME OF STORM WATER EQUAL TO 0.5 INCH OF RUNOFF FROM THE IMPERVIOUS AREAS OF THE SITE. MAINTENANCE INSPECTIONS: THE MULCH LAYER SHALL BE INSPECTED AND MULCH REPLACED EVERY THREE YEARS OR WHENEVER NEEDED TO FILL IN VOID AREAS. THE SOIL PLANTING BED SHALL BE TESTED ANNUALLY TO DETECT THE ACCUMULATION OF TOXINS AND HEAVY METALS, THE PH OF THE SOIL SHALL ALSO BE TESTED ANNUALLY AND ADJUSTED ACCORDINGLY WITH THE APPLICATION OF LIME. A VISUAL INSPECTION OF THE PLANTING SOIL BED FOR DAMAGE FROM EROSION SHALL OCCUR MONTHLY AND REPAIR MADE AS NECESSARY TO RESTORE DEPTH AND INTEGRITY OF THE SOIL, A VISUAL INSPECTION OF THE STRUCTURAL COMPONENTS OF THE FILTERS (THE EMBANKMENT AND THE OUTLET STRUCTURES) SHALL BE MADE MONTHLY. ALL STRUCTURAL DEFICIENCIES SHALL BE IMMEDIATELY REPAIRED. THE PLANTINGS IN THE BIORETENTION FILTER AREAS SHALL BE INSPECTED AT LEAST TWICE A YEAR FOR DISEASE AND OBVIOUS SIGNS OF STRESS, REMOVE AND REPLACE ALL DEAD AND DISEASED VEGETATION CONSIDERED BEYOND TREATMENT WITH THE SAME SPECIES. CHECK AND REPLACE AS NECESSARY. T N ALL STAKES AND WIRES ONCE A YEAR F LITTER, TRASH AND REAS ON A DAILY BASIS FOR ITT I R ENTION FILTER A � 1 Y INSPECT B p ET REMOVING TRASH, DEBRIS, AND SEDIMENT: VISUALLY OTHER OBSTRUCTIONS. CAR TION FILTERS FROM EXCESSIVE SEDIMENTS FROM THE DRAINAGE P TAKEN E TO PROTECT THE BIORETEN E MUST T EROSION AND SHED, WHEN NEW, ADDITIONAL LAND DISTURBING ACTIVITIES OCCUR IN THE AREA DRAINING TO THE FILTER EFFECTIVE SEDIMENT CONTROL MEASURES MUST FIRST BE PUT IN PLACE R WHEN SAND OR OTHER T FROM THE FILTER AREA, T EXCLUDE SEDIMENTS S O E STREET ABRASIVES ARE APPLIED DURING SNOW OR ICE CONDITIONS TO PROVIDE TRACTION ON THE PARKING LOT DRAINING TO THE BIORETENTION FILTER AREAS THE PAVEMENT SHALL BE POWER -VACUUMED SWEPT AS SOON AS POSSIBLE TO PREVENT DAMAGE TO THE FILTER SYSTEM. IF SEDIMENT DEPOSITS IN THE FILTER STRIP CAUSE WATER TO BASIN ONTO THE PAVEMENT, REMOVE THE SEDIMENT IMMEDIATELY. SEDIMENT DISPOSAL: SEDIMENT DISPOSAL SHALL BE IN ACCORDANCE WITH CURRENT REGULATIONS AND ORDINANCES. MAINTENANCE RESPONSIBILITY: THE OWNER OR THEIR REPRESENTATIVE SHALL BE RESPONSIBLE FOR INSPECTING AND MAINTAINING THE BIORETENTION FILTER, MAINTENANCE RECORDS: THE OWNER SHALL KEEP WRITTEN RECORDS OF ALL INSPECTIONS. THE INSPECTION RECORDS SHALL INCLUDE WRITTEN DESCRIPTIONS OF ALL MAINTENANCE AND REPAIRS PERFORMED. COPIES OF THESE RECORDS SHALL BE PROVIDED TO THE COUNTY UPON REQUEST. THE BIORETENTION FILTERS SHALL NOT BE MODIFIED IN ANY WAY WITHOUT PRIOR APPROVAL BY THE COUNTY. VA DEQ STORM'WATER DESIGN SPECIFICATION NO. 9 810R'ETENTION Tattle 9..65. Sloretandoo Material 5peciticadOns Ma�terlal � S I��Ilietli�.rt Notes Z Filter Media to contain :E * 85T4"038% sand The volume of filter media based on 110% Filter Media ' 8ar�A 21% sell fines of:ft'plan volue, t® account for settling mco Cclm.pctsition • 3%-5% organic matter in tine form or Cotrrpactionr Df leaf compsst P -index range=10-30, OR < Filter Media; Between 7 and 21 k0 of P In the The media must be procured trains Testing soul media: approves filter media vendors. ECs greater than 1€3 1..1� N Use aged, shredded hardwood bark Lay a 2 to 3 inch layer on the surface of the Mulch L,ayet mulch fitter bed. Alternative Use river stone or a.gravel, Win and tray a 2 to 3 inch layer oftosuppress weed Surface Cover jute rnatting, or turf cover fgwkh, �5. Loamy sand or sandy loam texture, Top Soil With less than 5% clay content, pH 3 inch surface depth, For Turf Coy -or corrected to between 6 and T. and, an Q organic matter cerntenl of at least °fo, the LLI LLJ z - I sides a Apply Cnl tot nif above the Use'a non-wovengacatex#ice fabric with For hotspats and Curtain karst Geotextileli finer a thaw tate of > 110 gaIJmjnj , ft, sites only, use an appropriate linker on <C (e,g„ Geotex 351 or equivalent) botto" Lay a 2 to 4 inch layer of sated carter a 2 inch layer of choker stone (typically or Choking Layer y #89 washed gravel), which is laid Over the underdrain stone. Sterne Jacket for 1 inch stone should be double -washed 12 inchos for the underdrain, Underdrain and clean and of all fins (e.g,, 12 to 18 inches for the stone storage layer, and}ar storage A .free VDOT #67 stone), if needed Layer Use 6 inch rigid schedule 40 PVC pipe Lay the perforated pipe under the length of (or equivalent corrugated HDPE for the biorelentEon cell, and install non- tJrtderdraina, micro-bicatetenticara), with 318 -inch e perforatedneeded pips as a cSed to connect with Cleanprats, and at 6 inches on Inter; T' n Y's. the storm. drain system, Installs and Observationperforatkans �. positsran each uratlerdrain on a 1 r� car rd irr de end in on the ands ra as needed P g o Wells 2% slope located nor ulnare than 20 configuration, Extend cleanout pipes to the feet from the next i e, surface With vented caps at the Ts and Ys, Eratabksh plant materials as specffled In the Plant one tree per 250 square feet (15 landscaping plan and the recommended w feat ran -caster, minimum 1 inch plant list, raiiper). In general, plant'spac'ing must be sufficient Slkrubs a rninlmurn of 303 inches high to ensure the plant material achieves 80% planted a rninimurtl of 10 feet on- cover in the proposed planting areas within Plant Materials center. a 3 -year period. W Plant c3rounU covers pl€ qg i at 12 to 18 If seed mixes are w$ed, they Should be inches ars-center; Piant container- from a qualif ed supplier, should be. grown plants at 18 to 24, in& s carr- appropriate for stormwrater basin center, depending Dn the initial planet applications, and should consist of native size and how large it will raw. species (unless the seeding is to establish U maintained to Version 1.9, March 1. 20111 VA DEQ STORMWATI-:14 DE SIGN SPI CIFICATION NO. RaQe 31 of 54 SIORETENTION Figure 9 9r Pre -Treatment - Gravel 1,70w NpreWfer fOr• (;Once"fr0AW rror SE:CTl0N 5. PtlY:S1CAt, I'EASIB;II.,ITY & D.E SIGN A.PPLICA TIONS 54 Physical Feasibility •iliomta mics cats be applied in rites ,io l ,car topography, Since runoff' Simply percolales through an engineered sail bed and is retrained to the storrnwater system. ley constraints with biorefcn:tion include the following: Available Spgee. Planners mid designers c^an.assess tho kacsibilitr of tzsinf biul<ctehlioll racillocs based on a simple relationship betvwz n the comic bujirti cic.:tiln rbc awti i and thc, r.::r. rrespondisng rcquired surl`ace arca, The biorulentickla stlrfk7c area will be itppr:cr:;rlaiawl 3`4Y to 6.."(1, of the cqntributiag drainage, Aroq, dcpQnding. cora t11C Df else CDA and tiv desired bicarelontion design level. Sire Talc!egrrplay. 'Biortt ndon is bcst applied whcx n the gradc; of contributing slopes isgreater thin n I% and Iciss than Version 1,9, MaPO 1m 2011: Paige 13 of,54 r� MkM'IORDRIVE I 'I B (VA SECONdAkR;ROUTE 19,1x ° I MINOR ARTERIAL �{ r -- ~ — ��— iW l�!%fl�Th' VAR S - 1 - t ( °x,,.44-MPHF06TE P VA# EX VELOPMENY�DA: I i PR E -DE � , WQ LOD AREA: 2.38 ACRES POST -DEVELOPMENT CDq: A\ ; I AREA: 0.47 ACRES �, t FOREST: 0,01 ACRES. MANAGED ITU RR 06 A S � �i _1W.ERVlOIUS: 0.20 ACRS ORIGINAL Cfl: 06 A-YR-REDUCEP CN'' 78 2� -YR REDUCED CN,;,>7§ J OF _, MANAGED TURF: 2.24 ACRES S. 4 S 3 b i e: e i ti Y Y S SS 1 EX EOP .r„ ,... ..,. .. v4, ,r., ...,. ... -• „ . °..t 4 ,,.. ...., .... .,Y.. ..I . ..., .... .. ..->., .,. ,.L. Y 1.. ".i:,.,.,.,M1.e S4 4 La:: . v.. .., ...., ,,.4 .. .,. •°�'.,, ,«. ., ,.v. 5,.4 .. S ... r.. .. ..... ..... .....r .., ,., .>„ ,,.° ."., .,. ., .. , i,.. ..bi't" .,51.. b,.. 4., 1.e S .t.. . 1.. ..w ..ms.,. ,,,;...,.,, .r„ i .1 ,. r..�: �>•„ , >:. :.,,. r„ , .e. ...>. ,,,,,,.. °,_•.,.... .., a :.., " •1 f ..i a d q _ 1 1 v6 i r n S •S YL a- n , 'SSsn t.:. ' i •+.�� i� r . . i } ) : r yF , —, aJ65 �_—'---' •� S i' S a . Yr '. fh .'ply + — S PkQVIDE ,, h° . _.. D UNDETAINED ENT CDA: LO . CDA A . _ .POST-DEVELOPM 1= �°F�t.�tl1D� ��� _- : � � ; � t" j- _...,...."..«..-_,,.,..._ ..... - �..�__.v�,�ES .� � --_ _ __� __ �t.D� �'O OAYt-t-�iEVa✓1r=ARI�iIE . k ,r Y AREA. 0.24 A ._. „ ��,, w<. --- _.. _..._. ' rr + �~•� . ';�. ._ _._, TC FLOW PATH ACRES _� 6 ,� _ . :� :qq....., 1, .., II r FOREST, 0.01 - - _ ®, M1 _ .. TC = 11.40 MINUTES ^ ' MANAGED TURF: 0:16 ACRES - !MPERVIIOUS:0.07-ACRES- -- CN: 7& ,n = 6 M! TESAW j ,K _-- _ - ,. �T - T CDA - _ :: `..;`, PRE-DEVELO EN t ra PR � lel= LO 35 up ` m,TC ' - TC 24,84 MINUTES ,. Flrl FM TH t u -�—F, e n °'- , 9B B f R©P. 20' FREDERICK WATER ESM'T. l 3 , I 8C 33~ _ 3,�: 113, : .PREwT -TREAT EtxT POST -DEVELOPMENT CDA:. B � i ,, �. —��� � ;� ,'. ,�: St3 . ,'.',C�-�3RTY.P, , .., �<„ � 7RAYCELLYdI"it-I AREA: 1,68 ACRES `I�`� I `� ' , r , =� , ° '.' . , -. ' + ,,=• 1STONE HES; ISA ° FOREST: 0.03 ACRES ON - T NSITI ViLtill�lE- t"B FTs < , MANAGED TURF: 0.88 ACRES J [ 'TO CG -6 � 32 6 1 I PERVIOUS: 0.77 ACRES ! - `�O OF STt31E CHECK IMAM IM T• - L. . . 1 ORIGINAL CN: _ xia 1 YR REDUCED CN: 72 rtsirlosv�' y a EDUCED CN: 74 - "fio'cG=s. . , , . , 2 -YR R ; 1s f 10 -YR REDUCED CN: 78 �- 9 OG 6R TYP. 1 POST -DEVELOPMENT CDA: B SITD D - 24 L.F. FIEF 2 VC TC FLOWPATH T ro.Cd' rIEOUL F, 32 m• �80 �,.,�- , � r . ... , ,�,,. UNL�E�zDPIPE. TC = 15.96 MINUTES ,.,� '. --- , , TC I , 3 A . , IGI�1il3 T µ1vT �µ lO WELL , <� Ci�SE€tVATI�1�! .� '°'•`• ... , " , •:°� 4 i ,i�sirltarl� � Il .�'-, . EliEL DED TO SURFACE WiT l I � � 21 , , , 3(D 9 EXTENDED . SCatL MEDIrC dR = FT LE CAP. 1q s l3 LC3CI`±AS . . r� O R VENTED t2 VOLUME 921 T S1�TRETM,l�1T l 5 a ' T SITION> ` f --� f 26 ' 1r,. ,' IC3jU. ;.acs 16 7 �� TRA{lIT10N a TTG ,- , , iii---� 2 TRANSITION � � T"I. � / ✓ � � 85 CG�-8,.. .. , ION TRANSIT GRAVEL l C3 1 SPRI^AI7ER 2 I TO CG -6 t PRE-TREATMENTTCa f 3p O0 29'— TC "g- 2003 72 s 27 $ SIORETENTION BASIN 11 LEVEL ll E10RETENTION SOIL ECXA AREA = '1,173 F'T2 DESIGN TREATMENT VOLUME -F: 3,452 FT3 120 LF. 10" HDPE PIPE @ 060%p - _ _- -_. - 15 ° 'l•fl9P'E EN�i SECTIO�f ._ J / " t # CSE= 2 IN , +L U - 723. T - a PRE. -TI kATMENT FOi E AY Ek:,l: ` AM _ .....- _ _.. r WITH S NE CEiE�K D VOLUME -- 617 Fc STONE CH Q DAM . r ' .. 7 RISER STRUCTURE 02. 18"NYL EM SPILLWAY 92 i,E, 8" HDPE)?IPL- 0-54% II" F)a.!3ay�VfCT CLf � ILI WITH iOCIN DOME TRASH ' � " SECTION RACK/ � s ° INV, OUT � 719,55 IM ELEV. 725,030 `� ' ' ^ 1NVE T El 72G1.25 lPl 6A.F. PERF §SATED " ` ✓ < ✓ f INVE T EI .77203.1 SCD IEDUL i # "f 19 iDt31 Np RiiRAIN I PE i�<� '� _. / e,..,+' �� •--- 33 +.,% ?� � ,,,0 1'f.' °,,� o-.6` ""' � � ""'• ,aP "`*. ->.. i `•.,,, yam• � � `'`+ re 4 prv`al Detail � S,r�ret tr n Sash: Lev Do -sign '' ' �, __.�- `_ . ~•- `` fit: b S R Oil_..- ,.. LET MIPROTEC`YI N N APRON LENGTH = B, -- - f ll UIQ TI t Vt+IDTH - MM, DOW TREAM WIDTH= 4.V M -- ✓ K'SIZE 13 E' lN. RCI' , MIN. THICKNESS 18'EYNM bPLAY mt TE l I r i STORMWATER MANAGEMENT/BMR NARRATIVE THE SUBJECT SITE IS A PARK ACCESS ROAD AND PARKING LOT ADJACENT TO OPEN FIELDS AT SHERANDO PARK, LOCATED ALONG WARRIOR DRIVE. THERE IS A PROPOSED MULCHED GYM AREA AJACENT TO THE PROPOSED PARKING LOT AND EXISTING TRAIL. A PICNIC SHELTER AND BATHROOM FACILITY WILL BE CONSTRUCTED IN THE FUTURE. THE TOTAL WATER QUALITY DISTURBED AREA IS 2,57 ACRES, OF WHICH 0.47 ACRES WILL BE DRAINING TO BIORETENTION BASIN A, 1.68 ACRES IS WILL BE DRAINING TO BIORENTION BASIN B AND 0.24 ACRES WILL BE UNDETAINED, THE WATER QUALITY REQUIREMENT FOR THE SITE IS WILL BE MET THROUGH THE LEVEL II BIORETENTION FACILITIES AND ADDITIONAL STORAGE WILL BE PROVIDED ABOVE THE PONDING ELEVATION FOR QUANTITY MANAGEMENT. Figure 9.46: Typical Detail of Birkret'e:Intion Baehr L:ovel 2 Cao -sign IL+� t,,,1 I— �A I— Z 2 Q O U00 aw Uj �Oa wWaf >M11 M T_ D W m z� Z 000 z zza- o � J �_ J Q Q M CV rn Z a uz U) IV co LV o (n U) ci ol Q cc j Ii UJ) U Q�(nCe) T z W c N ti 0 (coo z T W %f DAVID L. Lic. No. 1061 ©,-22-119 R T wN N ULU a �z 0 W > Y - LU= W H `L 0 W LL Z _ 0 aU .•- Z Z) 0 Z J < :E z 00 1 Z < 2 `1 w LU IDN 1..1� N Ur�V � LU F- �z 0Z �5. z O WU 4 UJI Q 0- LLI LLJ z W V d 0 U <C z U LU CU} � 0 ua R T wN N ULU a �z 0 W > Y - LU= W H `L 0 W LL Z _ 0 aU .•- Z Z) 0 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 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 FIRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS4001 SHEET 20 OF 29 > :E ❑ U `1 tb H en F- z z W W U CU} � ua LLI Lu L F- w 2 z W O U U Y J U z ❑ U O 0 it z 7 ❑ o w ¢ W aW ' 1 [If a.a O ❑ W Ir of 0p OC a- Q 0. Lia 't l'ri CV r (� z CC) ao ace ao m N N N Lu hl 1 N I 1 N N P N 1V O In ti• N . �rl en 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 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 FIRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS4001 SHEET 20 OF 29 FIGURE 9-131.2. TYPICAL BIOFILTER PLANTING OF ALL WORK COVERED UNDER THESE PLANS. Z I 0 La Lo 1 VA DEA STORMWATER OE"iIGN SPECIFICATION NO, 9 SIORETENTION SPECIFICATIONS T- Z W O cri Q U d ❑ Z VA DEQ STORMWATER DESIGN SPECIFICATION NO.9 WORE"tENTtON vA DEO STORMWATER DESIGN SPECIFICATION NO, 9 BIORETENTION2.LAND5CAPE �QOUviC3o � M .12 0in Z � Q CONTRACTOR SHALL REFER TO THE 11. PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL A II f I-Cd❑�hti U) Z en 2 Ir II Ir Z�J1ZH- <2i G) EL IAN,DARD LANDSCAPE SPECIFICAIQR FOR ON SITE SHALL BE STORED AND PROTECTED BY THE ALL'Y O -=) PROVIDE O 310FlLTER PLANTING SPECIFICATIONS: _STATE OF VIRGINIA FOR ADDITIONAL INFORMATION. THE CONTRACTOR. OUTSIDE STORAGE AREAS WILL BE SHADED O CAP 9.3. Nlaltrtetratrcc: Inspections several rilc;thods chat call be used to reliabilitate the tiller (try the easiesi: thinp.s fust, as listed APPENDIX 9-B ROM VIRGINIA STORMWATER MANAGEMENT HANDBOOK CONTRACTOR SHALL ABIDE 13Y ITS CONTENTS; HOWEVER AND PROTECTED FROM THE WIND AND SUN. PLANTS STORED ON SITE S SHALL BE PROTECTED FROM ANY ILL O > A U below)': N ANY NOTES 0R SPECIFICATIONS ON THE PLANS SHALL DRYING AT ALL TIMES BY COVERING THE OR E BALLSDDTNA►EC' o -s LU LW at pU It i:; highly Tecomrllt:ndt:ci that ai spring nrainfenanGe inspection incl cleanup he conducted at cttel'; TSA AND SCHEMATICS I. ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPi SUPERSEDE THOSE OUTLINED IN THE SPECIFICATIONS ROOTS WITH MOIST SAWDUST. WET BURLAP, WOOD CHIPS, Z c n Z/4 bieare€entitlta area. The ft7llot�Fiit tv i. list of +C9rtle of the key maintenance problems ° t 1 fill fur; -- ) l7 l � tz n +3 en file uudt rdrain observation well or cicant7tit and pour in a atcr to v+ riI' that tic: p I Y CO MOIST DURING TRANSPORT FROM THE SOURCE TO THE MANUAL COPIES ARE AVAIIABL,E FOR FEE FROM THE ( SHREDDED BARK, PEAT MOSS, OR OTHER SIMILAR 2 -YR WSi= = 725.10 LU O undcrdrani5 arc functioning acrd not clogged or otherwise in heed of repair, The purpose of FOR REGULAR BIORETENTION PRACTICESJOB SITE AND UNTIL PLANTED. VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF VIRGINIA MULCHING MATERIAL. a N o N BIO SOIL' ELEVATION = 728.00 + 5'1 c 1 . ' Check Ica sec if 7. ,, to }0,19 cover {nlu.lcll plus vegetative diver) has been achte��.d in the this check is to st:c if tllcre t:r ytaiit$ing, vi�titter all the way de7l�vrt tllt`tatlgh the soil. If thin: is TOBERM LWALLS OF PLANTING SHALL BE DUG SO THAT THEY LANDSCAPE ARCHITECTS, NURSERYMEN'S ASSOCIATION, INC. AND THE VIRGINIA SOCIETY OF `Z 0 0 TOP - 728.15 bed, and measure the depth of tlrc remaining Mulch. standing water ot:� lop, but not in the ttitdefcirttin, ttsicJr there i r clogged sail layer. If tt>~ t°"P;RSION 1.6 ARE VERTICAL. LANDSCAPE DESIGNERS). 12. THE OWNER RESERVES THE RIGHT TO SUBSTITUTE 4 4 N CLEANOUTS 3" MULCH Cor ,�: ' g . ,x, Check Lt i actllzt7eltt buildup at cu c gravel a pavement 1 ria urs, bra i i diapllraQtala t r pa etatetti edges that prevent underdr•ain a ud stand pipe indicates standing water. then the untici-drain must be clt7 led and I, i J' Scptetnber 3:1, 2001 TOP OF SPILLWAY = 727.15 PLANT MATERIAL TYPE SIZE AND/OR QUANTITY. ANY / Q 0 0 LAYER t7taw lic7ni 1-ctting iritcy IIIc bed, aria check for other signs of by+patssing. will need to h4 snaked, - 5.THE DIAMETER OF THE PLANTING PIT MUST BE A 3.ALL PLANT MATERIAL SHALL MEET THE MINIMUM SUBSTITUTIONS MUST BE APPROVED BY THE DESIGNER • Check for any WSi to •-salt-killedv a ' i - y r tar vegetation, and feplacc It with hardier ypcctes. • R.c move aceumulated sedi111eitt J;3gd till 2 to, 3 tuthas o2 sand into the upper . to 12 ]Tubes (if GRAVEL FLOW MINIMUM OF SIX INCHES (6") LARGER THAN THE SPECIFICATIONS AND STANDARDS DESCRIBED IN THE (WEG). 0 0 SPREADER • Note prese rce of atectunulared sand, sediment and trash in the pre-treatment cell or ]Ther soil, „ )UiMETER OF THE BALL OF THE TREE. CURRENT ISSUE OF "THE AMERICAN STANDARD FOR PRE-TREATMENT j beds, and renarJva it, l►istaLll -,and o�°iel:s frt?n-1 3 inches Ixcl.arw• tl e surface; to (he trndcrdrain htycr. This reduces Llrc , P.M.C. � , . �SCF�E`,.�F OAi� 723.67 NURSERY STOCK", PUBLISHED BY THE AMERCAN 0 0 y • ass filter strips .. •, � 1nhl7eit 6rarc.tc,lrtl.nia S1dC alcl�s drld.£>;rct:1� 1.Pub.1 Stfill� tOt. cr,adL.nee (}t any i"11:1 iJf gully r,rti.tQra, a4,Cra e concentr��tican of fames In the media be , promotes " � • drawdown � Lis. bed and l r(tTT'1Ct�S. c{k1.ILIsCi. dr�irtdewtl Cin1LS.. Sand �� Ct i ADE EPLANTING PIT SHALL BE DEEP ENOUGH TO ALLOW ASSOCIATION OF NURSERYMEN, 1250 1 STREET � N.W. 13, MINOR FIELD ADJUSTMENTS MAY BE NECESSARY ( 724.00 6" PVC SCHED. 40 and rzptrff i€. wicks.can lir: inatatllt�d by csXcavaitirrg rar aittg;ct iTig (tisirig it trra�: aug,cr cgs s.rttiktr tL7t>I) dtra�rl to /8 OF THE OVERALL DIMENSION OF THE ROOT BALL TO SUITE 5D0 WASHINGTON DC 20005. DUE TO SITE CONDITIONS EX: ROOT BALL AND UTILITY ( 0 0 PERFORATED PIPE • Check the btcsretentJcin bed frit evidence of mulch tltitattc70, excessive ponding, cicaci 3latnt tar. p g l , , , , , _ • .. . , e ,, - the grafi cl storage ,cone. to create vertical, L.olulxtJrs which arc, tilt,il filled with a clean open- 4 P ,.' 0 NONPERFORATED 3E ABOVE GRADE LOOSE SOIL AT THE BOTTOM OF THE IT SHALL BE TAMPED BY HAND. 4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN CONFLICT) MAJOR ADJUSTMENTS MUST BE APPROVED BY 3" PEA GRAVEL concentrated flaws, and take appropriate rern diai action, graded coarse wand r7lattGrial (r�5T1r1 C -3.i concrete sand cit similar approved sand tnsx for sT.�r L PIPS t THE FIELD AND NOTIFY THE DESIGNER OF ANY VARIANCE DESIGNER. 013ic7rctentitm . Check inflow points for clogging, and remove any' sediinent: n , i• . -_ „ �- �•�, .' ' . ''',•, ,` lc,d a). A staf CiCrlt number of wick drains of sus fic.rerit dimension should be BIN ).THE APPROPRIATE AMOUNT OF FERTILIZERS TO BE FROM THE PLAN. 0 0 era Look for- afly bare soil or sedirnent sources ill the contributing. drainage area,. and stabilize installed to t col, the design dcwatcring time for the facility. 719.75 'LACED AT THE BOTTOM OF THE PIT (SEE BELOW FOR 14. NO PLANTING SHALL OCCUR WHEN THE SOIL IS 120 LF. 10" HD PIPE a7 4.54% fib LF. PERFORA ED 6" SCHEDULE 44 Chest tintxi duitely. + Retnove and replace some or ta[l ofthe soil rn,:dia. PVC UNDERDRAI PIPE @ 0.10% ERTILIZATION RATES). 5.THE LANDSCAPE CONTRACTOR 1S RESPONSIBLE FOR FROZEN. ROCK OUTLET PROTECTION 0 0 , ; f'lic:ck for clogged or slow -draining gait rx7l�lia, a crust fol°rali'>i1 on IIIc toll layer, iila}aprtipt-iaic MIN. APRON LENGTH = 8' � x 4` VERIFYING THE LOCATION OF ANY ONSITE UTILITIES (CALL MIN. UPSTREAM WIDTH = 2.6' sots media, c i i or other causes cif insufficient filtering, tune, and restore proper 01trartion Table 9.7. Suggested Annual Maintenance Activities for Bioretenriorr MIN. DOWNSTREAM WIDTH 4.0' LTHE PLANT SHALL BE REMOVED FROM THE CONTAINER MISS UTILITY 1-800-552-7001 BEFORE ANY 15. PLANT MATERIAL SHALL BE PLACED IN EXISTING o 0 cltar.teten:,ttcs, MIN. THICKNESS = 18" IND PLACED IN THE PLANTING PIT BY LIFTING AND EXCAVATION). SOIL WITH EACH PLANTING PIT EXCAVATED TO A SIZE UNDERLAY WITH GEOTEXT LE Maintenance Tasks Frequency 4� USE 45' WYE AND FITTING OR TARRYING THE PLANT BY ITS BALL (NEVER LIFT BY TRANCHES OR TRUNK). SUFFICIENT O T CONTAIN THE ENTIRE ROOT BALL OR 0 30'04 0 0 CNnj 04 GRAVEL SUMP Example e l rat.ntenancc inspection checklists,for l3icarctelttton areas can be accessed ita. Appendix Pp • Mowin of rase filler strips and bioretentiun turf cover At least 4 titins a +ear EOU VA: ENT DIRE TIONAL ..CLE i�ii]U TO CONNECT CLEANOUT t� Spot wreedin erosion re air trash rem val nd m h r kl t9 , a ulc a n Twice w l<e during growls season 6.REFER TO FINAL SITE PLANS UNDER SEPARATE { ROOT MASS, WITHOUT CRAMPING ROOT STOCK. C` of Chaplet 9 of the Virginia St w t• °- � l era � p �, vr`rtt .ta r;r �tlu,ttr�'e>rtr�ni Htarrch�.l, (..(11h1 t1f at fife: Center ftir Acid reieifyrraerner:tttlantin.g to c9tasir�d 1.1evegei�tiuFa T T U�1DEFiDt�Att°<i O1 S.ANOFIPE ►.SET THE PLANT STRAIGHT AND IN THE CENTER OF THE COVER) FOR ANY DETAILED SITE INFORMATION. Watershed Protection websito aft; density As rleedd WA.TERTlGHT 4P 'IT SO THAT APPROXIMATELY 1/6 OF THE DIAMETER OF 16. THE CONTRACTOR SHALL MAINTAIN A ONE (1) • Rrwmove invasive plants using ree armatD ventre methods END O TERM itNCF - "HE ROOT BALL IS ABOVE THE FINAL GRADE. 7.ALL WORK S COORDINATED I HALL BE WITH OTHER CALENDAR YEAR 80% CARE AND REPLACEMENT WARRANTY 1 :Ilwrww . . t 1R ur LI Tar /Contrnllin Run 'f and Dischar t , � «Stabilize the enntrfiutin drainage area tr recent erasion pr L. PIPE �?� PIPE u• Spring inspection TRADES. FOR ALL PLANTINGS. THE PERIOD OF CARE AND (scroll til 1"oiil: Plan Review, C3'vl[' Cotlstructicrli, arta ?vlarnt4iiutir e Check] ist 1 and ciaanup .,.., �, .,•" ],BACKFILL PLANTING PIT WITH EXISTING SOIL. REPLACEMENT SHALL BEGIN AFTER INSPECTION AND •Supplement u est mulch to ma'sntain a 3 inch Iayer Annually APPROVAL OF THE COMPLETE INSTALLATION OF ALL BASE PLATE 9.4, Routine and Non -Routine Maintenance lfa.sks Prune trees and si7rtibs � ELOVr Replace sediment in pro -treatment cells sand inflow pints Once eve 2 to 3 ears' I.MAKE SURE PLANT REMAINS STRAIGHT DURING 8,pLANTS WILL BE PREPARED FOR SHIPMENT IN A PLANTS AND CONTINUE FOR ONE CALENDAR YEAR. Replace IIIc rriuic fa er h Eve 3 IACKFILUNG PROCEDURE. MANNER THAT WILL NOT CAUSE DAMAGE TO THE BARK, q BIORETENTION AREA iUFaintenance Or btc�reteritltlil �rre�s 5ht7iifd b� integrated into r#7tltitt� lan�5�a�,� rr����rt���t,�� t��>t�. ears � j. �.. .. 0. NEVER COVER THE TOP OF THE BALL WITH SOIL. BUDS, BRANCHES. STEMS, OR OVERALL SHAPE OF THE 17 THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL l.t landscaping contractors will be: expected to perform maintenance, their contracts' should SECTION I'ti ' 4. ItFT FR.F:14rCE;S >�" PE Fi7RATED SCHD 4Q IOUND SOIL AROUND THE EXPOSED BALL. STOCK. CONTAINER GROWN PLANTS WILL BE TRANSPORTED IN THE CONTAINERS IN WHICH THEY HAVE AND DISPOSAL OF TRASH AND DEBRIS WITHIN THE LIMITS OBSERVATION WELL .. contain specifics on unique bioretention la ndsottpitlg scads, such as maintaining elevation ,C'T'TCl � I�,or,C. Ur�iC]FFHORAIt�" BEEN GROWN. OF THE PLANTING ON A DAILY BASIS. differences needed far ponding, prober mulching, sodulient and trash removal, and limited use of Lake . • I ai4e L;otanty, C.H. h'€1�rcr<rrzttcara Gureluracc 11Praitrel_ Available oti11€te at: 1. TREES SHALL BE BRACED BY NOT TO SCALE T .. fertilizers and pesticides, to customized maintenance schedc€le must be prepared :Inr each hltg:;LwW-W21�kocr�fJritv�hic�,csr fc��tr3_d(Fur s.htm - ISING 2" BY 2" WHITE OAK STAKES. STAKES SHALL BE l7iorett:lrtion Edeittty, since the rtltaintr<nittrce tasks Mill dtil;r depending on the scale or 'LACED PARALLEL TO WALKWAYS AND BUILDINGS. STAKES IAL, 9.ALL PLANT MATER UNLESS OTHERWISE SPECIFIED 18. THE CONTRACTOR WILL NOT BE RESPONSIBLE FOR PLANT MATERIAL THAT HAS BEEN DAMAGED BY , Y . , bi retention, the landscaping template cbo.sen, and flat. type cat sorface coker. A getietalliud Carla. 2t. 7, rA!olialial Pollutant .Removal Pt�rjbrownce i3wabase, Ve1Aiion 3.0. Center Iur Figure s -B. 1. 4" P. Crean D g P out Detail IRE TO BE EQUALLY SPACED ON THE OUTSIDE OF THESHALL BE UNIFORMLY BRANCHED AND HAVE A VIGOROUS VANDALISM, FIRE, OR OTHER ACTIVITIES BEYOND THE summary of cortitTtcatt maintenance tasksand tladif .frfiwurtLy is prcivided Tri Table 9.7, 4V Iter llc1 Prvteetiuii, L IliCt7t$ City,: REE BALL UTILIZING HOSE AND WIRE THE TREE IS ROOT SYSTEM. PLANT MATERIAL SHALL BE HEALTHY, iRACED TO THE STAKES. VIGOROUS, AND FREE FROM DEFECTS, DECAY, DISEASES, CONTRACTORS CONTROL INSECT PEST EGGS, AND ALL FORMS OF INFESTATION.The P most ehitTtiton non -routine tnatttienancc ptoblein involves standing water, l#``wafter renttiits JO1" �J?i litltrr5 "lift; �rtCltJt SChttcltf, T, 2t1h�i. Technical. Support f��f3f IIIc HftyWidL Runoff I�eClllCttt7it Method. t.�lrt:5lip�Ciik 2. BECAUSE OF THE HIGH LEVELS OF NUTRIENTS IN ALL PLANT MATERIAL SHALL BE FRESH, FREE FROM 1911. fife ?Ui'f �i4:G' n)trr'e 4i€s1r't aI'tei' � $tCliif3 aiCl iJStnlent� tt1 � may 1� , itl;ti� C:11 or , J a. e d TORMWATER RUNOFF TO BE TREATED, BIORETENTION TRANSPLANT SHOCK OR VISIBLE WILT. PLANTS DEEMED 19. THE CONTRACTOR SHALL CONTACT THE WATER underrlrain repairs may be needed. The surface of the filter beta should also be chccked for P Y I Strumwate_r �vetwtlflc. i3al[itne9re> JV117.y✓yaw.chssat�eakestsarro�rater,taet IASIN PLANTS SHOULD NOT REQUIRE CHEMICAL UNHEALTHY WILL BE REJECTED. RESOURCES INSPECTOR 24 HOURS PRIOR TO accumulated sediment or a fine crust that builds up afte=r the first several storm event,,,. There are, ERTILIZATION. BACKFILLING THE BiOFILTERS AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDERDRAIN aDDITIONAL PLANTING NOTES 10. ALL CONTAINER STOCK SHALL HAVE 13EEN INSTALLATION AND THE SOIL MIX. PROPOGATED IN A CONTAINER LONG ENOUGH FOR THE Version 1.9, March 1, 2011 Page 51 of 54 IEE PLANT SCHEDULE FOR SPECIFIC PLANT' SPECIES ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO 20. THE BIDFILTER PLANTING AREAS SHALL BE COVERED Versinn'1.9< March 1, 2019 Page �7 of 54 version 1.9, March 1, 2011 Page 38 9f 54 HOLD ITS SOIL. CONTAINER STOCK WITH POORLY WITH HEAVY STRAW MULCH TO A DEPTH OF 4' .THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT DEVELOPED ROOT SYSTEMS WILL NOT BE ACCEPTED. IMMEDIATELY AFTER PLANTING. 740 730 720 710 8+00 9+00 10+00 11+00 BIORETENTION BASIN A SECTION HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 740 730 720 710 740 730 720 710 12+00 8+00 9+00 10+00 11+00 BIORETENTION BASIN B SECTION HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 740 730 720 710 12+00 tY Y O O Z Z Q 0 U- O } ❑ Z mw- a- ❑ IL F- C) 0_ ZZ a >md W � LU I� - O U) LL, LLI Lr M WC0 U) w Z � - O O Z ❑ Q wzW O � � p Q 6 rn Z o LO is W L_ o to I-r)N® Q CV 0 '0¢LL 0 M (/} U_ to Q EL f `' _ CUtr N Z W c rl� Z co Z 14- r `° W td- aI 1- TH 0 I DAVID L. FRA Lie. No. 1061 Z I 0 La Lo 1 + T- Z W O cri Q U d ❑ Z W _O �QOUviC3o � M .12 0in Z � Q F- A II f I-Cd❑�hti U) Z en 2 Ir II Ir Z�J1ZH- <2i G) EL W L J ALL'Y O -=) L7 L0 O (N N 04 a U 1- > O MAX. PONDING ELEVATION = 727.15 O Q wz_ �o 0 Q F- O Z z EXIS ING GRADE z ILL O > A v)tY U N 1r7 V' o -s LU LW at pU C) 100 -YR WSE = 727,15 Z c 00 Z/4 10 -YR WSE = 725.58 00 CO r�< 2 -YR WSi= = 725.10 LU O 1 -YR WSE=7 .02 C N o N U) a N o N BIO SOIL' ELEVATION = 728.00 N 47 TOBERM OBSERVATION `Z N TOP - 728.15 N WELLS t 725.00 TOP OF L6 4 4 N CLEANOUTS STONE CHECK DAM TOP OF SPILLWAY = 727.15 PROPOSED GRADE - " - ... - ' - GRAVEL FLOW SPREADER PRE-TREATMENT j 8" MUL H imam 723.67 CELL WITH STONE y CHECK DAM ( 724.00 BIORETENTION BASIN LEVE01 5• T FILTER MEDIA DEPTH 3" PEA GRAVEL BIN 12" GRAVEL SUMP 719.75 120 LF. 10" HD PIPE a7 4.54% fib LF. PERFORA ED 6" SCHEDULE 44 PVC UNDERDRAI PIPE @ 0.10% ROCK OUTLET PROTECTION MIN. APRON LENGTH = 8' MIN. UPSTREAM WIDTH = 2.6' MIN. DOWNSTREAM WIDTH 4.0' MIN. ROCK SIZE D50 = 6" MIN. THICKNESS = 18" UNDERLAY WITH GEOTEXT LE 4� 0 30'04 CNnj 04 C OQ Ft OC13Q CO 12+00 8+00 9+00 10+00 11+00 BIORETENTION BASIN B SECTION HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3' 740 730 720 710 12+00 tY Y O O Z Z Q 0 U- O } ❑ Z mw- a- ❑ IL F- C) 0_ ZZ a >md W � LU I� - O U) LL, LLI Lr M WC0 U) w Z � - O O Z ❑ Q wzW O � � p Q 6 rn Z o LO is W L_ o to I-r)N® Q CV 0 '0¢LL 0 M (/} U_ to Q EL f `' _ CUtr N Z W c rl� Z co Z 14- r `° W td- aI 1- TH 0 I DAVID L. FRA Lie. No. 1061 I uJLIJiV CV _ F- U z F- F- W W > W = tY W W LL U) LL Z = O r -- U C) Z r Z rO V Z J m Z Z W O cri Q U d ❑ Z CL _O Z W O w Q Y of © LL1 M .12 0in Z � Q F- f Z <2i G) EL W L J < L7 L0 Er (N N 04 LU L r } V W O Q wz_ �o 0 Q °> z ILL O > v)tY U VJ�Z 1r7 V' o -s LU LW w pU C) Z c 00 Co OD 00 CO r�< LU O T C N o N U) a N o N U) I uJLIJiV CV _ F- U z F- F- W W > W = tY W W LL U) LL Z = O r -- U C) Z r Z rO V ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVCE €N RESPECT OF THE PROJECT. THEY ARE NOT INTENDEDOR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WTHOUT 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 PENNON] ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNON] ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF ICS4001A SHEET 21 OF 29 m Z W O cri Q U d ❑ Z F w OQ 0 d LLL w O 0 Z W O w Q Y of © LL1 M .12 0in Z � Q u7 O LU iY f G) EL CO n � W o Q 1r7 V' o -s 00 Co OD 00 CO C N o N o N a N o N w P N 47 c'] Lf7 `Z N N Q N N G L6 4 4 N ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVCE €N RESPECT OF THE PROJECT. THEY ARE NOT INTENDEDOR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WTHOUT 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 PENNON] ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNON] ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF ICS4001A SHEET 21 OF 29 F; W podaomr) M4 etmcd W00%0eet DfiQ V091nia RU-naff AedUtftfl M01110dNL*w., Development Compliance, pireadsheet VeF510fll 10 RMP ovvn specifiravom List: ZQX3 Oraft Stds & Specs 3,514 Treatment Volume I W1 4,909 TP I (blvr) Site Summary pr-cijeo, Ole: Sherando Park TN Laid flb/yr] 7162 Rernai ning TP Load Red"tton Iib/yr) Required 0 (AT Dam 43181 0 0l, 1.7.7 0100 0,00 Total RaiiTI 4111`116es, 100 1 1, 11 0,00 Site Land Cover Summary 0.00 I 0.00 1.11 2.38 J.. A solh 6 $oil$ C 5005, 0 soils Totals % al Total Forestlopen laces} i3.€ 000 OAS 2.80 KV wmRR twn-in) 018 Managed Turf (acres) 0,00 122 0.00 1.22 5 i impervious Cover (acres) 0-00 -CN a4lvAed 78 0 0 0 C, 1.0-year return p&riod A7 4 b 6 0.04 0100 2.366 11f�3 Site Tv and Land Cover Nutrient Loads Site RV 3,514 Treatment Volume I W1 4,909 TP I (blvr) 302 TN Laid flb/yr] 7162 Total T? Load Reduction Required (I b/yr) 2 05 site compliance Summary Tatal Runoff Volurno Radurtion Rt)) 3,514 Total TP Load Reduction Achieved (lblyw li 2,52 rental TN Load Reduction. Achieved (lb/yr) 19,45 Amaining Post Development TP toad 0 5d Rernai ning TP Load Red"tton Iib/yr) Required 0 (AT Orainaee Area Summart Forest/Open (acres) Managed Turf (acres) Impervious (Cover (acres) Talat Area (acres) TAR L-j-F7'TP REDU CTION. EXCEEDEO'BY; 0x4118/YEAR VniruA Rtinaff R Pdwliog M*1:11*1 Welk Shfel C,A. A DA, 8 D -A, C D -A_ 0 EI.A, E Total 111,05 11,0 0 LJL00 0.00 0:00 0 0l, 1.7.7 0100 0,00 CIAO 100 1 1, 11 0,00 i1oo 0.00 I 0.00 1.11 2.38 i3.fil7 9.QD 1 0-W 0.00 2,38 Drano a Area Com pnotice SummarV D.A. A D -A 6 D.A. C D,A. DI LJX t 'total TP II Reduced (lblyr) 2,52 o'00 0.0(1 TN toad Reduced (Ib/yr) 18.4 z 0.00 0.00 CDA A Adjusted Curve Number Calculator Storm Event 1 -yr 2 -yr 10 yr P (Rainfall in inches) 2.4 2.89 - 4.22 A djusted CN 78 79 81 1 -Year Storm Event Variables A SaiN CDA A Size (Acres) 0,47 - 0 (Runoff Volume in watershed Inches) 1.1623 Practice #1 R (Runoff Reduction Volume Proposed in ft3) 921 Practice 41 Runoff Reduction Credit for Practice (Decimal) 0.8 Practice #2 R (Runoff Reduction Volume Proposed in ft') Js6 Practice #2 Runoff Reduction Credit for Practice (Decimal) 2 Practice 43 R (Runoff Reduction Volume Proposed in ft]!) STEP I Surface Pon 11 ng Practice #3 Runoff Reduction Credit for Practice (Decimal) Ttealrne"t to be Practice #4 R (Runoff Reduction Volume Proposed in ft) aors Practice #4 Runoff Reduction Credit for Practice (Dedmal) -rvlaus Cover (aclres) Im pL Total Credited Runoff Reduction Volume Proposed in ft' 737 R {Total Credited Runoff Reduction Volume Proposed in watershed 0.431862 R adjusted (Adjusted Runoff Vaiume) 0.730438 5 Original 1.627907 CN Original 86 2 -Year Storm Event Variables A SaiN Q (Runoff Volume in watershed Inches) 1.569638 R (Total Credited Runoff Reduction Volume Proposed in watershed inches) 0.43:1862 R adjusted (Adjusted Runoff Volume) 1.136776 IS Origina I 1.627907 JCN Original Js6 10 -Year Storm Event Variables A SaiN Q (Runoff Volume in watershed Inches} 2346397 9 (Total Credited Runoff Reduction Volume Proposed in watershed irI 0.4318621 R adjusted (Adjusted Runoff Volume) 2.314534 S Original 1.527907 JCN Original 861 Virginia Runoff Roomon memod WCfW@*l Drainage Area A Surnmory 1I Cover Summary 811 Selections A SaiN $oil$ C Soilr, D wis Total i& of Total TP Remaining Downstream Practice 0 . IDS 0.00 0.0 2 Managed Turf f acre 51 STEP I Surface Pon 11 ng Practice #3 Runoff Reduction Credit for Practice (Decimal) Ttealrne"t to be Practice #4 R (Runoff Reduction Volume Proposed in ft) aors 51 -rvlaus Cover (aclres) Im pL W, 0.00 I'll 0-00 1.13 - - 47 811 Selections Total I rinpeNjous (,ow r Treated a4ms) Mariagp,d Turf lImpetviolas BMP Tr-patm t TP Load from Upt',reated TF toad TP Removed TP Remaining Downstream Practice Credit Area Cover cred t vplume {ft 1 Upstream to Practice (lbs) STEP I Surface Pon 11 ng Practice #3 Runoff Reduction Credit for Practice (Decimal) Ttealrne"t to be Practice #4 R (Runoff Reduction Volume Proposed in ft) aors jkMa 9CI-II 1 -year return period Practices lbs, 2,770 R (Total Credited 11I Reduction VolunI Proposed in watershed inches) 0.454152 R adjusted (Adjusted Runoff Volume) 6:b- Biaretentian 402 or Mlr-ra- Bioretenti-on 1.06 1,05 �tfte`nt 4,"7.44 0.00 2.80 KV wmRR twn-in) 018 010111 #2 f Spec #%1 11 t J (xm RV W RA lws-lfil 1.08 0. 0 PI ().Oft 000 0. (0 C -CN a4lvAed 78 0 0 0 C, 1.0-year return p&riod 2 " 1 RA (wviri) Total I rinpeNjous (,ow r Treated a4ms) i.05 Tatal'rurf Area Treated (acres] I'DNE PL toad R Total T eduaion Achieved in D,A, 4 52 Ib r CN Total Tit Load Reduction Achieved in O.A. 0.9 Practice A2 R {Runoff Reduction Volume Proposed in ft) 01 Runoff Volume and CN Calculations 1 y& r storm 2 -year storm, 10 -year storrrl 289 422 a Rkynaff Aiadw,"n kletht>d 4"Oa0heiq Drainage Areas RV CN III Area A Drainage Area B Draina.Re Area C Orainage Area D Drainage Area r CN ... 0.9 Practice A2 R {Runoff Reduction Volume Proposed in ft) 01 Practice #2 Runoff Reduction Credit for Practice (Decimal) 0 RR Ift') STEP I Surface Pon 11 ng Practice #3 Runoff Reduction Credit for Practice (Decimal) Surface Ponding Volume Ift"i, 530,00 Practice #4 R (Runoff Reduction Volume Proposed in ft) Side Slopes (3:1) 3.I fl Practice hil Runoff Reduction Credit for Practice (uecirnai) 1 -year return period RV wo 89 (w,, -'an) 2,770 R (Total Credited 11I Reduction VolunI Proposed in watershed inches) 0.454152 R adjusted (Adjusted Runoff Volume) 0.09 otic :w FtR livs. 161 5122 2.19 CK adjoilea 77 82� A -vow. folum porfad KV wmRR twn-in) I ;Iw 010111 0 10, fl: 11 t J (xm RV W RA lws-lfil 1.08 0. 0 PI ().Oft 000 0. (0 C -CN a4lvAed 78 0 0 0 C, 1.0-year return p&riod 2 " 1 RA (wviri) 4 b 6 0.04 0100 1100 0.911. -- 4.V w KA jws4n.j 2,24 D.-Dri 0,011 11-N CN;i4jvited 8111 ra rt 1 ie Input cell Calculated cell CDA B Adjusted Curve Number Calculator Storm Event 1 -yr 2 -yr 111I P (Rainfall in lnchW) .2.4 2.$9 4.22 Adjusted CN 72 741 7b 1 -Year Storm Event Variables CDA B Size (Acres) 1.158 Q (Runoff Volume in watershed Inches) 0.925249 Practice ttl R (Runoff Reduction Volume Proposed in ft) 3,462 Practice 41 Runoff Reduction Credit for Practice {Decimal) 0.9 Practice A2 R {Runoff Reduction Volume Proposed in ft) 01 Practice #2 Runoff Reduction Credit for Practice (Decimal) 0 ft) Practice #3 R (Runoff Reduction Volume Proposed in STEP I Surface Pon 11 ng Practice #3 Runoff Reduction Credit for Practice (Decimal) Surface Ponding Volume Ift"i, 530,00 Practice #4 R (Runoff Reduction Volume Proposed in ft) Side Slopes (3:1) 3.I fl Practice hil Runoff Reduction Credit for Practice (uecirnai) 0 Total Credited Runoff Reduction Volume Proposed in ft' 2,770 R (Total Credited 11I Reduction VolunI Proposed in watershed inches) 0.454152 R adjusted (Adjusted Runoff Volume) 0.47I097 S Original 5122 2.19 JCN Originaii 82� 2 -Year Storm Event Variables Q (Runoff Volume in watershed Inches) 1.2929741 R (Total Credited Runoff Reduction Volume Proposed in watershed inches) 0.45'41`}20.8398,22 R adjusted (Adjusted Runoff Volume) 1.938007 , .5 Original 2.1951221 CN (3rigina! 82 10 -Year Storm Event Variables Q (Runoff Volume In watershed inches) 2,392159- R (Total Credited Runoff Reduction Volume Proposed in watershed inched 0.454152 R adjusted (Adjusted Runoff Volume) 1.938007 Original 2 .195122 ICN Original 82', InpLit cell Cah-uIated, cell Target Toreatme"t Volume Required Soil Media Surface Area (SA,,.,j Ift RVI 0.5106383 RvT 0.22 %T GA680851 RvU4 F 0-0212766 SA (acres) 0,47 Site Rv �Vo(urne-triiz Runoff Caefficier)t) 0-59 Tv {Target Treatment Volurre� (m -ft) 0,023067 Tv (Target Treatment Vo)ume) Jt) 1,005 B oretention Area A > STEP I Surface Pon 11 ng Surface Ponding Depth d.,; Ift 1 1.00 Surface Ponding Volume Ift"i, 530,00 Averdg� Punning Surface Area ff,'(SA 530-00 Side Slopes (3:1) 3.I fl Appfoxi mate surface area at the top of the ponding depth (Wj 247.00 Approximate surface area at the bottom of the ponding depth (ft) 313. 1 STEP 2 Soil Media Surface Area and Depth Soil Media Surface Area (SA,,.,j Ift 313,00 %I OA4047152 10 cl,--, [ft) 1,25 %F 0-0178S71 0.25 Site Rv fVolurnetric Runoff Coefficient) (t-54 0A S 530,00 > 1-0 Surface Pondiing Depth d,, 111 1.00 921. Target Treatment Volume Required P 1 RVI 0.95 %I OA4047152 RVT %T RvF 0404 %F 0-0178S71 SA (acres) 1-68 Site Rv fVolurnetric Runoff Coefficient) (t-54 TTarget Treatment VOIII,Wfle) (aCAC) 0,075367 Tv (Target Treatrnf-�rlt VOIuMe) 00 3,283 Bioretention Area 8 > STEP 1 Surface Pandilrij Surface Pondiing Depth d,, 111 1.00 Surface Ponding "Volume (ft',1 9X1-117 Average Ponding. Surface Area ft) (5A,,,,,,.j 1996.00 Side Slopes (3:1) 3.00 surface, -,a at the toE:af the, ponding depth 2341.00 Apprr)xi mato arf Approximate surface area at the bottom of the pending depth [ft'( 1651,00, STEP 2 Soil Media Surface Area and Depth Soil Media Surface Area (SA,,.,_j 4ft-i 1173,00 > 3,00 d,,,.,, (ft) 1,25 n *tea 0,2S 1�4r-f,0 0A (ft 0 > 1-0 cNi cNLU < 3,462 -j v it P x "Fbi T r i Fvp P i.I nv� P far tw--t cove- or Soils tvnrt- qtpf`*4� !-S " 0 4fsiti ift tert -ovci -A Ct 10'r4) SA 1:5ite alma. tnacrar, 'The av pz vv+ded it, anti th* tan d cover -deffriltions . . ate pr ,146d In Tabriz f .... .. M 0 NOto rr . .. . ..... ....... ; -- ... ..... . .. .. . . .... w4t DVj*7ri**'Z tM4j dE-ilgn star age ot4me, Olt Ptactict")tom 1,4* of . .. bottom 4rea %1I tKF rt.) eiOtt fifter, #I Ift) pO of thes Of Undo ",.gO nvp- .par i-i�t v bf th*'-, gr, -i vt-, I t Lr si (it 77: ------ -------- 5 01 ior _:ItI-Tcnl Foft Juirrit'" peff V"I'l f3I'S.4"t zi� F #f In t, -4 csv, VF Z�Lp4oCi�` r# :ir rr *Tbe. Rv �Fia p! ir Table -1 i% la -1 co -r arly,ppovidec - FAAA.-, 1,9 �Vw"* Mala Frd,rNf i Givip Willi CL DAVID L. FRANK Lic. No. 1061 0-5-22-10 �Sc �L4PE ARS 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 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 FRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY IDLF < > > U) -j �L 0 > cNi cNLU < F- Uj UIZ > �5-U) < r-- Ly > � Uj Z W E L:LL1 0 2i 0� T W I.- W W I < U) 3� Z 0 LL CO 0 ILL! Uj C) LL 0 Z c) W CL 2! Z LU 0 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 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 FRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY IDLF > > -j �L Z Z LU M 0 U) 0 U) H- Q Z Z W W li- LU Z W 0 C/) 0 0 0 0 0 of W Z LU (0 CL > 0 0 0 5; o of 0 ILL! < LU LU > Cf Ix Q� 0- ILL Lu V) a- 0 (0 0 U-1 > ry 0 ir 0 W O Z c0 n2 iR C-0 c0C) CD CD C) 0 Lu C14 Ln co Lo CN N C? N N 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 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 FRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY IDLF Wnrkrheet 7- Runoff curve number and runoff Project Posit -Development for CDA A By CZW Date 10/12117 Location Frederick County. VA Checked Oats ! Check efts: Present.. Developed Soil tunic & hydrologic group CoVerdescription (cover tym. trainer. ine. and hydrologic condition-. Percent im"iods: uaeanrte+ icdleaaneeted un -rt ttu a rd ii) _ CN* Area t i acres {( mi2 1..-... i % Product of CN x area `' Z lv - F, E, _f ` - ta 14#stt`N: pae4 Iter L4?nany as twosq; np1% per flow type; ;wi. he used litr each workshcgi. Imperv°ioua Lover - Road, Roof. Driveway t)8 Check Otte: S Tc T, through subarea 1 0.28 27,44 p Forest Open Space - Ctaod Condition 55 Pavement 2. Manntnlfs rotighness roOlicient, n Itab'le, 3-I) t1 4 4).1)0 D Managed Turf - Good Condition 61 4. Two-ycar 24-hourrainlall, Ps m '.119 2.$9 0 C Furesu'Opcn Space a Good Condition 7111 0.176 ft.Ul' O.IStt 0.01 0.7 C Managed Turf- Good Condition 74 l SL'4PE 0.1:1 13.37 D ForemiOpen Spare - Good Condition 77 W 0 D Managed Turf - Good Condition 80 J z z 0 OUse only one CN source per line Totals 0.47 41.46 total product_ _ 41-46 CN (weighted) total 88.21 Uste CN t>t* 198 tectal area 0.47 Storni #I Storm #2 Storm #r3 Frequency ..... ...._,_........... _,...,... yr 1 2 10 Rainfall. P (24-hour) .. ,.;:......... in .. ' s.40 2; y 4,22 Runoff, Q ....................................... ...... int 1.30 l.7' 2.0 (lase P and CN with table 2-1, figure 2-1, or equations 2-3 and 24) VVnrL•ehnat 7• Rnnnrl`rurvp nnmhcyr And runfiff Worksheet 3: Time of Concentration (To or Travel Time (T() Project Shcrando Park By (7W173tp 10r17+17 l.ocanon FrcderickCounty. VA Checked i Check otic: Present Developed hate Drai.ntiac Area (37A A Check One: - {trcaettt Deyclured Area 1 l acres ),...i ma l aG Product of CN x area Check One,° I� Tc T, through subarea "' " "t 14#stt`N: pae4 Iter L4?nany as twosq; np1% per flow type; ;wi. he used litr each workshcgi. Impervious Cover - Road. Roof. Driveway Indude d lila 1. schernalic. kitdcscritMion elf flow Se pinents. Check Otte: S Tc T, through subarea I Surtstecdaacriptisa)lial)ic3-1I Seginem ID AB BC 1. Surface description (utblc3-1) DotsCCrass Pavement 2. Manntnlfs rotighness roOlicient, n Itab'le, 3-I) t1 4 (I,tll 3- Flow Length, L (itol 10 cxcccd 2001) f[ 88.00 54.00 4. Two-ycar 24-hourrainlall, Ps m '.119 2.$9 5. 1 and slope, a fuill 0,0372 0,03 8: Tr- hirl 0.176 ft.Ul' O.IStt Setntent 11) Cil 7 'Surface description Paved 8. Flit,, I.Iongth 1- 9 43.0n 9 Wutercnur>e wtctpc. ti Wil 005 tih fivcru})� tclE)S ty, Vltigarc3-11 11 K ,.,., r �,=n, NO; 0 11 Yt - hr ()-002 1 1('220 - O.OfI'- Segment It) 12 Cross saatitatnat flow arca; a i 13. Wench pennrewv- 11w 14. Hydraulic radios. r - a111w• I$. Channel SII r it 11 Ir+, t«tanning'.c roughness ctteflit:itam it 17, V- )t. 18. Flow length. L t 19.Tt- ht oto �i�k fr.li{Ni 20. Watershed or sutmnrca Tc or Tt (Total) I I.4t13 militacs Project Post -Development for l;ndetained LOD By CZW tate 10it2177 Location Frederick Courtly, 1'A Checked Date i Check otic: Present Developed Soil name L\ hydrologi : group Cover description mww type, tivataww, od klydrulpaic cmdivuw persons inrperuiOn.S: unt:t)nnacledicatlnectcd inn mins arra tvuu) CN* Area 1 l acres ),...i ma l aG Product of CN x area Ft :E r I "' " "t Include d nut . ,chenatic. nr description o1 tltra sc`enxnrr. Impervious Cover - Road. Roof. Driveway 48 Check Otte: S Tc T, through subarea I Surtstecdaacriptisa)lial)ic3-1I 0.06 5.716 B Forestiopcit Space - Good Condition 5 5 I. Surfacc`description nahie3-I1 11("sass ? Manning 211 roughness well icier, n (whlc 3.1) 0.00 13 Managed Turf- Good Condition 61 2,99 5. 1 and slope, s ly tt 0.0541 11 C Forest/Open Space - Ciood Condition 70 � M a- 0.()1 0.7 C' Managed Turf - Gond Condition 74 l SL'4PE (1, 16 111.10 D 1'orefi`,'Open Space - Good Condition 77 W 0 D Managed Turf - Hood Condition SO J z z I) *lyse only one CN source per line Totals 00 0.23 18.4' - total product 18-42 CN (weighted) - total area 0.23 80.09 Use CN NO 710 StImrs #I Storm #2. Sturm d13 Frequency ...........,. ........... yr f ? 10 Rainfall, P (24-hour) 40 2.89 4.22 Runoff Q .............. ..-,... ............... -. ..... in 0.81 I A 7 2.22 (Use P and CN with table: 2-1, 112- 1, or equations 2-3 and 2-4) t- Wnrkcheitt 2- 12rtnaff'curve number and runafl' Project Post-Dcvelopnientfor CDAB By CzW Date 10/12x17 Location Frederick County, VA Checked bate Chock cine- Present Developed Soil name & hydrologic group(cow4r Cover description type, trco Im;nt, and I1Vdralogic i:OAiditiOW tnF TrIOnyLfC:Tli,Uy CN" Area arr+5 n2percentimpeniuns:unconnviedcomeetcf % Product of CN Y area� . F3 "' `i �; I Include d nut . ,chenatic. nr description o1 tltra sc`enxnrr. Impervioti.`i Craver - Road, Roof Driveway 99 Check Otte: S Tc T, through subarea I Surtstecdaacriptisa)lial)ic3-1I 0.77 75..46 8 Foresv0pen Space - Good Condition 55 I. Surfacc`description nahie3-I1 11("sass ? Manning 211 roughness well icier, n (whlc 3.1) 1,00 B ManaPed Turf- Good Condylion 61 2,99 5. 1 and slope, s ly tt 0.0541 i) C Fore, Open Space - Gond Condition 70 � M a- 0.03 2,1 C Managed Turf - Good Condition 74 l SL'4PE 0,88 65.12 D 1-orest.'Opcn Space - Good Condition 77 W 0 D Managed Turf - Good Condition 80 J z z 0 "Uric tinly one CN iiI per line Tutsls 00 1 1.68 142.671 total product 14168 CN (wcightled) r 84.93 Use CN total arca 1.68 85 Storm #f Ston" #2 Storm tai Frequency ............................................... yr 1 2 10 Rain€'a11, P (24-hour) ................ .................... in 2,40' . 2-99 4,22 , Runaff, Q ......................... .:;.., ..........,..,.. In 1,10 1.50 3.66 (Use P and CIV with table 2-1, rigt¢e 2-I, or equatiiltts 2=3 and 2-4) Wrirk%heet 2: Runnff curve number and runoff Project Pre-Daveiopsient for LOD CDA By C Z r Date 10112/17 Location Frederick County, VA Checked Crate Check otic. Present I,_ Developed Soil nage & hydrologic group Cover description (fir typc, nearrncat. and hydit+litgtc vVnditiort; permt inlpervitiva; i111CYilln fE'fi`C(1nnLy;tClt ui rvinus arra raspy CN* Area 1'�i acres ml2 1 i % praducl of, CN x area Fr w Fes- "' `i �; I Include d nut . ,chenatic. nr description o1 tltra sc`enxnrr. Impervious Cover - Road. Root. Driveway 98 Check Otte: S Tc T, through subarea I Surtstecdaacriptisa)lial)ic3-1I 0.13 12.74 13 Forestiopen Space - Good Condition 55 I. Surfacc`description nahie3-I1 11("sass ? Manning 211 roughness well icier, n (whlc 3.1) 0.00 B Managed turf. Good Conditlon 61 2,99 5. 1 and slope, s ly tt 0.0541 0 C I-orestiOpen Space - Good Condition 7() � M a- 0.01 0.7 C Managed Turf - Good Condition 74 l SL'4PE 2.24 165.76 D Foresl; Opan Space - Gond Condition 77 W Cl D Manages[ Turf - Good Condition --r80 J z z (1 *Use only one CN source per line-rotais 2.38 179.20 Toldt product 179,20 CN (weighted) '= rental area � 2.38 � 75;29 use C14 No 73 Stores # 1 Storm 92 Storm #3 Precltxency............................. yr 1 2 1() Rant! ll, P (24-hour) in 7:40 2-89 422 Runoff Q ......... .............. in 0.59 0.89 1.83 (Use P and CN with table 2-1, figure 2-1: or equation:; 2-3 and 2-4) Worksheet 3: Time of Concvntration j c:I or Travel Time {T,1 llfoic`ct 5hcrandoPark By C' vG Datc 1Iiil71. I.Manon I rcdcrick County. VA Checked ~ Date Draina=c Arca CDA 113 Check tine: Tw PaLsent iDeveloped ScPtnvir3ID Chlt k Onc: 1W TE Ti through subarea 7, Surth" dcbuription Nota-,: Space for as nutri) .ls two tegtnenL, pia flow Iype can be used Ger each warkchect. Include d nut . ,chenatic. nr description o1 tltra sc`enxnrr. Cltcck Clea: +: Frtacnt F Dowtopad SeginentID Check Otte: S Tc T, through subarea I Surtstecdaacriptisa)lial)ic3-1I Notes,; Space for as many as two +:cgrncnts per flow type can Ix eased for each wc"-A%L"<k. Include to mall. SL'IIertlafic, Or descri fifer of lluu" tie ?Inettrti. 0.24 Segment ID Ata I. Surfacc`description nahie3-I1 11("sass ? Manning 211 roughness well icier, n (whlc 3.1) 0.24 3. Flow Length. l_ Inot tocseeed 200') ft I.64-uo 4, Two-yc ar 24 -hoar ramiatll, Py in 2,99 5. 1 and slope, s ly tt 0.0541 G. T€- !tr 0_256 11-000 - t1.2irt 11) 7. Surface description S. f=low I:cngth. L 9, N'utcnuttne drape, s IU Averagc wtocny, Vlfigure 3.1) ILTt- SegnuntID 13. Cron settianal now area, a 13. V tuDd pernne€er Pw, 14. Hydraulic radius. r -TM WPw 15. Channel Slopc. a 10, 4lartrltn(f's rouglnneas coefficient. n 17. V 18. Flirt• length, L. 19.Tt; 20, Warershed or sulrarc4 Tc or Tr (Total) LJ I x, 0.134111 17.919 +tinutrs Worksheet 3: Time of Concentration (Tr) or Travel Time (T,) Pre)iee( Shcrindu Park By CzW Datc I0 17 1 ; kunitaon Frc&,riek C`+wmn , N �l Checkt3d ~ Date Drainage ;Arco Pre-1'Tcvelo ment for 1.0111 C'IlA Check tine: Tw PaLsent iDeveloped ScPtnvir3ID Chlt k Onc: 1W TE Ti through subarea 7, Surth" dcbuription Nota-,: Space for as nutri) .ls two tegtnenL, pia flow Iype can be used Ger each warkchect. Include d nut . ,chenatic. nr description o1 tltra sc`enxnrr. it SeginentID Ali I Surtstecdaacriptisa)lial)ic3-1I Dclisetiris,ss 2, Manning's roughness cost liewrit. n 1113-1) 0.24 3. Flow Length. L tuft it, exceed 2011`) ti i1Ht.(t0 4. Two-year 24 -hoar rainfall, Pr to '_rte 5. Land slope, s tuft 0.112419 ~ hr 0.p114) - 1 0.000 t)atOtt ScPtnvir3ID ac 7, Surth" dcbuription L a to rn unrawd 8,, Flow 1.eispth. L it 10 (Ft) c). Watercoursc xlope. s it it 0043 10. Average Yclocity, V (ligum 3-11 fk'a 3::15 0.0)' II_Tt- la OA14 U.ti(tU u_(11 -I 5egnteitt ID 12. Cross sectional flow area. a 1112 13. Wetted perinieter, Pw It 14. Hydraulic radius. r -;0w fI 15-0tannal'Slope., s Ft'tl 16. Manning'w rouglustss coafi'icieni, it 17- V - rr+a' 18 glow length, L It 14 TI z hr tl,titt 0 ittl - 77711) 20, Watershed or ardaarea'Tc or T, (Total) 24.r2- Mimics U CO °' Z_ o Cl) W CD CD ~ C-4 0 U) U7 L a to rn M C4 Z W C Z CL z C � Y 0 } T ZQ� 0 LL >- w � yTH aF ❑ W W O U � M a- DAVID L. � M � Cr Lic. No -1061 LL Q l SL'4PE U)W W �R 000 U)0< Z ILW W ❑ iU J J ❑ Q J z z O W < �= 2 z W c� to W C[ Z> v N V W to N Y WWa W o �Z - U ry 5= < w LU 5 �/ W = W LL W z O LU C!� �• CL LU LL Z W r- CL ©0 7- _ p U co 0 z <C 0 W ff2 V, Y � © U Y m Cn z fn z W W U in M O z Z m SC O LLI � LU w 0o C3 U) CL F- 0 o w U w O U) LU �, Ir LL- w 0 Cn a tY W � rL U-) cT th CV Z co CO 00 00 m N N N N N N CN O CV Cti ❑ Lz V CV r ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT, THEY ARE NOT INTE NOEL) 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 SPEC FIC PURPOSE INTENDED WILL BE AT 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 FRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DL.F CS4003 SHEET 23 OF 29 r I a LL n R Watershed Model Schematic by nowHorogfophsE)ccoaldntotAWKAD&01f1.3MZ0164AVodask,lnc,411 1 E 4 6 S L,srt�Dd � 1 SCS Runoff Poet -Dal. COA,A 2 Raaarvsar Posogam,ARnurad 3 SC$ Runoff Poat•nev CDA 0 A. C.afnbine. Poet basun A Routedand Post CAAi3 S rlaaarrpir P0al43isasn 0 Rooted B SCS Runoff ODA: idad"ned Lala 7 Oce' no TatalPosl:Dvvadgpmanl LOO 8. SCSRunco Pra-Dpvejocrncnl.LWCVA Project: FRE®1702 Sherando Park Hydrallow Ana lya!Itj Yr Storm.gpw Thursday, 10 26 12C17 Pond Report HYprc9�ph Thutaasy:.101:21 c 2017 Hyd. N Hydrograph -.._.�� risi3 T6 Aulodaak. Inc, vll HydlrOow lfy<NugraPhs Fan+IltuM far AuloCAOtti'.N 31a�20 t3y Ttaascloyi'10 d�ii 617 Pond No, 1 - Staretentlon A aoacriptlnn = 0.0 % Tc method Pond Data = SCS Runoff Peak discharge = 0.282 cfs Storm frequency Contoura_U or-09aasd contour araae:;6nnk: malhod tread lor"lume.cWrOo€bn titamIng alo"iPn-726.00A Time to peak = 11,97 hrs Stage f Storage Table 2 min Hyd. volume = 567 cuff Dra°lnage area $loge Oro Elevation (fli Cvntpur arse too) Incr. &tongs (veli) Total stare"Ivorl = 78 Basin Slope=: 0.00 728110 '313 0 Tomethod = User I oil TasfaO 147' 514 590 = 2.40 in Distribution 200 79000 1249 _-- 967, 1,rarf2 Shape factor = 484 Culvert ! t7riflce Structures» 0.078' Weis Structures •- l [A] [81 [G] [Prr tsrl (A]] 181 [cl I©) Po4r•SaaenA Rout�l Rik. lin) = R,OII 0:00 0.CO 0:90 crast Lan(ft) - 3.14 (1.110 0.66 0,00 MW soon (in) =8.0C 0:00 000 0.00 CrssI.EL Its) 729 afl 000 0.00 0.98 1111.^ No. 11arro0s = t 0 0 0 Wau Goeff -3.37 333 933 3.33 2.3 #avert a, fff) 724,40 n.9e 0;00 6.00 weir Type- -•- "02�. Longtl, (n) = a9.00 9100 n.00 0.00 M.ultt-staga = Yan No N0 N. 5 519pa (1.). = 0.411 006 0100 ora 0{f7S -•- - N•Valse, u ,013 .U13 .013 nla -�.�. ».-..-. ..--. oti ca Caaff. 0.60- 0.40 080 OAA Eac"14nd" a O000by F,pgloW) S80drr6lts*0P1ylr®ar _ ll uld.Stoga - No, NO No N0 TW Elev, (n} >: 0,110 4;51-' 4:78 1111...._ -. ...---.-1__1_1_1 Nc,w �htlwvysxtkuu+.,mt»,s,arcmrelYxaa!ak6Ml,n4k'Fanantusrilod�smgnx. Nkm n&t ravilaY.31wwt6pzndMil+ava!'mi Ai+lt eup�mra*++ tet• Stage f Storage 1 Discharge Table e Hc9: Ruriall - $torte storage FA&v.dl n CNA CW 0 civ C PrORW WrA Wes WrC Wr 0 EA Uuu Tat#f. ft tuft ft DOI eft eta ars Cts ere aro Ns cfs cls sf{r 4100 0 77800 ODD -. 0:00 0,35 -.-. 0.000 0.10 51 728.10 1,85 oi, -. _ __ 000 - - -- - - 0.000' 0.000 8.20 103 720" 1 96 oc - - - 0.90 - - - _ _ 0,000 0:30 154 428.'00 0.40 106 720-40 i as oc; -• 1-86 oc .- �- - 0,80 - --. '-•- 0>00 - --- - - - °- - ,.» 0.000 0.000 0.58 Z57 728-50 1.88 oc - -•- - 00 - -- a:DO - - 0'.0110 0.80 ( w 728.60 0.70380 728.70 1.86 oc 1 9a m -� 0;00 -" -` �' 0.000 0,60 417 728.$0 1 98 pC ,- 0 00 - 0.000 0.58 463 728.90 1800[ "^ 0.00 -- 0.09 - - --- - ... .- - 0,040. 1,00 590 X29.110 7,85 pa ... -- 6.33 - --'_ - - -- 0.331 1.10 613 729,10 1,8fi ac --- -- �- 093 __ ............. _ 1.20 712 7e""9.20 1.56 m. - - ^- 0.30 No. 9arrals 4,'1 0 0 0 WeirCceR. o. 3-33 3.53 1.30. 811 728.36 1.35 u1: - .». -- 132 2.:230 1,40 809 729.40 2.23m 1111 ._. --. 2,23 -.. 2,268 1.501009 729.60 2,29 oc -.- °-- - 2,2Os .- -,- __ - 2:324 1,60 1:70 % 729.80 2.32 04 --- - -- 2:32 s -- -.•• •-• .- No 1.781..20a 725,71) 2.35 oc .- •-- -- 2.301 - .^-- ---. -• 2.357 2395 1,80 1.304 779:90 2.39 oc - - --- 2,385 -- - .. --- 2.414 9.90 1.90;3 729.90 2.42 oc .- 11_11 ••• 21144 _. 1111 ._, -. 1111 '2436 2.00 3:582 790.00 244 on - -- ...- 244 s -- -. - -. - - 12 Hydrograph Report wydrst!dvr Hylra0rauhn. k-x9ansmn farAldpcAGls CI1i$3fjt+i2ate 11yAld+bdask. too. vii HYprc9�ph Thutaasy:.101:21 c 2017 Hyd. N Hydrograph No, tyll" th5'81a1 CDA: undetained LOD aoacriptlnn = 0.0 % Tc method Hydrograph type = SCS Runoff Peak discharge = 0.282 cfs Storm frequency = 1 yrs Time to peak = 11,97 hrs Time interval= 2 min Hyd. volume = 567 cuff Dra°lnage area = 0.230 ac Curve number = 78 Basin Slope=: 0.0% Hydraulic length= Oft Tomethod = User TimB of conn (Tc) = 5.00 min Total precip: = 2.40 in Distribution = Type It Storm duration = 24 hrs Shape factor = 484 2 Hydrograph-Return Period Regg 5 ..,.,xinaJeak.lnv: vlt Te ti pow hPri(r04rdfahB Erter+5iari By AutaC'ADO CIA,a" 201 Uy tEyd HYprc9�ph Inflow PealkOutflowft(li} - Hydrograph No, tyll" th5'81a1 = 1.680 ac. aoacriptlnn = 0.0 % Tc method - user Total precip. _ 2.40 in Storm duration = 24 hrs Hyd. volume _ 2.178 cuff fid9inl Contrib, drain. area s -!t 7 -Yr ;Fyr ,'Ftrr lg•yr 95 -yr 90 -yr t90 -yr. 0:50 •0.50 1 SCS Rune- RuM1t 0.472 2 0.50 2,839 - .--.- .... ....... 1.,01ev o0A S Peat -rye,,. CoA A 2 ITaservar 1 0.078' _m •- l - ---- _ Roservoir Po4r•SaaenA Rout�l 3 SC&Runa}# -1111.- 0.663 MW 2,028 Post43poin 5 Routed 045 1111.-.. 1111.^ - Fpst:Devr70AB 4 Cornbuto 2.3 0 954 --- •. -•- "02�. -2' •--- --- Post sawn A Routed and POSt GOA 0 5 Radanr r 4 0{f7S -•- - ,.-.- -_ -�.�. ».-..-. ..--. Posl:�asa 9 Roult d 0,40 0.40 FREE]1702 Sharer a Park HydraffDw,final S80drr6lts*0P1ylr®ar _ ..._ _ . __._ 1 4;51-' 4:78 4,4 0 0.40 1 ODA. Undatuiaod LOD e Hc9: Ruriall - 0.292 5 tl..i0 I j: t 5.24 7.2.§. 405 - 4.71 yy 7 Combine 01.6 0,282. 0,35 -.-. 0.00 Ta 20 0 2 -_- -. Total Past-DavabPtnant LOD 8, ISCS I Runoff ----- 1 _. - . Hyd Na. 1 i _. € 0.35 _ -� s Pro-Oewlopnoonl LOO CDA Pruj. file: FRED1702 Sheranda Park Hydrafiow Analysis�l Yr Starm,rgpw Th irsday, 1012(312151'7 Hydrograph Report Hydranaw Hy4k>q nphs-EAkoslan for AutoCAM CMI:SD92M tty.AulcdaN(. km 01 Hyd. No. 3 POst-D8v CDA B Hydrograph type - SCS Runoff Storm frequency = 1 yrs Time interval = 2 min Drainage area = 1.680 ac. Basin Slope = 0.0 % Tc method - user Total precip. _ 2.40 in Storm duration = 24 hrs 7 Thursday, li) t M ! M17 Peak discharge = 0.853 cfs Time to peak = 12.67 firs Hyd. volume = 2,839 cuff Curve number = 72 Hydraulic length = 0 fl Time of cons, (Tc) = 16.00 mfr Distribuflon = Type II Shape factor = 484 13 Hydrograph Report Hydralbw Hydrdgr9pits ExteinsM far AVIo0And4ZAQ oM 2076 byAaTg"*, 4K, v11 }lydrov,00h typo (ggln) Fhurbn;!Y, 101 %51,204.7 Hyd. No. 7 Rmtto Rtak (ninny Hyd, volurrkd (puri) Total Post -Development LOD moxterrnim aliavaelan. (m Total stria used loon) Hydrograph type = Combine Peek discharge = 0.282 cfs Storm frequency = 1 yrs Time to peak = 11.97 hrs Time interval = 2 min Hyd. volume _ 2.178 cuff Inflow hyds. = 5, 6 Contrib, drain. area = 0.230 ac 3 Hydrograph umnarY Report t i3�2 91�ay &�d, hit;, V11 1�y€aarto�9€r•,raphS�iaaraSkurrdYP,�ls�mcrli Hyd, No. }lydrov,00h typo (ggln) CDA: tlndetained LOD Rmtto Rtak (ninny Hyd, volurrkd (puri) loos 40114 moxterrnim aliavaelan. (m Total stria used loon) Hydrogniph O"Dt#ttaon Total Post. Development LOD SCS Runoff 0:472 R fc��) a tcfs) 1:274 -.-..� Hyd. No 6 .-1 Year �-•-, 'Past -Dov, t6A A Q (d) tats) Resnrvcxr 0.078 -2 Hyd. No. 7 -- 1 Year 758 1 728.02 0:50 •0.50 Puse-emon A Rooswd ,3 RuM1t m ...I 2 0.50 2,839 -. .--.- .... ....... 1.,01ev o0A S 4 Combine ' 2' •124 _m 211 l --- r3bS4 basin A Rpulad atrvf PasrCpy'd Is 5 Roservoir 0,076 2-� II '1;612 4 MW 2,028 Post43poin 5 Routed 045 SMR-rioli ..0.282 :2. 716 801' 0,45 0,45 1a 0,45 C73A:.Unrletainad Ll)D 7 combine "02�. -2' 71@ 2;178 4;0 -- _ _ Total Pose-Daw1cortlatnt LOD a sc$Ruwf 1199' 2 11111i.., 5.043 >...- t L.L 1.1.11. _ -- 0,40 0.40 FREE]1702 Sharer a Park HydraffDw,final S80drr6lts*0P1ylr®ar _ ..._ _ . __._ 1 4;51-' 4:78 4,4 0 0.40 1 � , � _ I 2:58 5 tl..i0 I j: t 5.24 7.2.§. 405 - 4.71 yy � _ € - 0-05 0.00 '3.40 3-'20 0,35 -.-. 0.00 Ta 20 0 2 4 u B 10 12 1€4 16 22 24 26 LU 0,35 0,35 Time (hrs) _. - . Hyd Na. 1 i _. - 0.35 _ -� s 0:10 _-"�- �. [A] [e] [d] [PdRar) LAI) 18) -1-- --.- [D] I - 0.05 ( i O � Risa lin) •� lu.06 000 0100 4.00 Cmel. Lon (A) �4-11 000 0.40 _. !. _,.-1111..... .- ' 0,00 0'.00 0 2 4 6 6 10 1Y 14 16 18 20 22 24 2ii Titne:(hrsj oft) Spent Ila) r. '10.00' 0,00 0:00 0.00 Grest Ek. (l1} 72SAQ 0:90 .,__... _ .. __ ............. _ .i. __ au 0.30 No. 9arrals 4,'1 0 0 0 WeirCceR. o. 3-33 3.53 7.33 L iii (f) Wryer(EL(R) =.12440 008 0.0D 0.00 Weir Type � I --• - -" Com] 0.25 Length (Ni = -1711,00 0.00 9,09 0.00 Muhl-Stsge = Yea No No No Of 0.25 0.25 Slope 1%) ? :0.50 0 cc O.OD nus IrQ � 0 25 . kf-veiue = ,MA .013 ,013 Iva ... ( ..._ - 1111.. - .... H 1111. ... Orifice C air. = 0190 0.60 0,80 0.80 Exta.Ilnrhr) = 0.000(by Weiaroal i 1111 ; E n _ _._. �... 020 0 120 . p _._ _, raw:r n+ -ane'?,$ wea,ers a+«:at><n,asun9. �b•rrcter,avuugilvr �M,w. i're a..,.rn..xnn �nn.� �mm�er�.iwt ._. r 030 7 Stage/ Storage/ D�charge Table € �---- i a Stage. 'Storage EtevaBon CIVA C€Va CWC PrtR%r WrA Wr9 WtC WD E%51 0.15 i It eon fa IN cls cls eta ch sfs cis chs do 0115 0:15 11.30 0 724.00 0.00 - - -- 0.00 - 01 5 .. 441Z - 7.Oi) 4.722 72(5.90 x..05 q0 •� •-- •-• 4,04& ••• ._ __ _ ., 4o44 Oo Cd 3:00 8:262 721.00 442 oc -- - 4,425 - - - -- .. 1 tl.ld S7 Q 3.50 10.384 727.80 4.59 oc -. - ... 4',57 s - - -• •--• - 4,565 0.10 0.10 H 4V lf7 {rJ N tV C3 N Cy 0 tt] CN r CI 0,05I- 0.05 005 x __ -- ..:p. . f_ 0,05 I r � 0-00 i 20 22 24 26 0;00 D:DO 0 2 4 6 8 €0 ti 14 t.5 16 0. 22 24 20 4' 6 8 10 12 14 1.6_.. '18 t 0 2 Timta (Ylra) ��= Hyd No 7 Hyd No. a - Eiyd. No. 8 Time (tars) . Hyd No, 6 3 Hydrograph umnarY Report t i3�2 91�ay &�d, hit;, V11 1�y€aarto�9€r•,raphS�iaaraSkurrdYP,�ls�mcrli Hyd, No. }lydrov,00h typo (ggln) P;I ltus' (ars) Rina Interval {nota) Rmtto Rtak (ninny Hyd, volurrkd (puri) loos 40114 moxterrnim aliavaelan. (m Total stria used loon) Hydrogniph O"Dt#ttaon 1 SCS Runoff 0:472 2 722 1:274 -.-..� = 12.07 his �-•-, 'Past -Dov, t6A A 2 Resnrvcxr 0.078 -2 745 758 1 728.02 536 Puse-emon A Rooswd ,3 RuM1t - 0.853 2 724 2,839 -. .--.- -- 1.,01ev o0A S 4 Combine 4.843' 2' •124 315 211 --- --- r3bS4 basin A Rpulad atrvf PasrCpy'd Is 5 Roservoir 0,076 2-� 890 '1;612 4 MW 2,028 Post43poin 5 Routed 5 SMR-rioli ..0.282 :2. 716 801' --- 1a 6.49 C73A:.Unrletainad Ll)D 7 combine "02�. -2' 71@ 2;178 4;0 -- -- Total Pose-Daw1cortlatnt LOD a sc$Ruwf 1199' 2 130 5.043 >...- t 3.12, -- Pie•CavAopmentt0O'CDA l FREE]1702 Sharer a Park HydraffDw,final S80drr6lts*0P1ylr®ar l h drsday, ID f 26 f 2017` Hydrograph Report - - -�,..�.,,._...�-.-..�,_._. 8 1111.-.,,-_®-._� ....•,__�.-... Hy6:rangw Hytlnx$4pna ExtuhSruYs Int AutoGAO Cfy113V�291517r A11.1rtge19, N1c. 1111 _ 7Ue6d$V: 03 l-2712015 Hyd. No. 4 =' 2.380 ac Basin Slope Post Basin A Routed .and Post CDA 8 Tc method = User HyciragrapNLtg�pe = Combine Peak discharge S3 cls = 0. 13 Storm frequency = 1 yrs Time to peak = 12.07 his Time interval = 2 min Hyd. volume = 3,598 tuft Inflow hyds. = 2, 3 Contrib. drain. area = 1.880 ac Hydrograph Report r V kXN" HylirtF, krt,f ENianafcn for Au47CAM-Q-0300201.6 tq.Aulode9k, € z, v11 Hyd. No. 8. Pre -Development LOO CDA Hydrograph type = SCS Runoff Storm frequency = 9 yrs Time intervat = 2- in m Drainage area =' 2.380 ac Basin Slope = 0.0% Tc method = User Total precip. = 2.40 in Storm duration = 24 hrs 0 (cis) 2.00 14 71wrsDoy, tOF25 ! -!.(117 Peak discharge = 1.199 cfs Time to peak. =. 12.17 hrs Hyd- volume = 5,043 cult Curve number = 75 Hydraulic length = 0 ft Time of cont. (To) = 24.84 min Distribution =Type jl. Shape factor = 484 Pre -Development LOO CDA Hyo. Na. 6 - 1 Year 0 (Cts) 2.00 1.00 0: 4 8 8 to 12 14 16 18 20 22 24 26 Time (hrs) -� Hyd 149.8 Past-Dev. CDA A Q (Cts) Flyd. No, 1 -- 1 Year a (Cis) 4 o a Report Hydrograph ph R p D E. (NIA) k1;+sVaAuw wy+fn!Or9Phs Exleneim lot At.a<cf,AlTk;C)wl 3€.`411 2018 by Autad6ak, kx. v1 t. : 7- 'ftPB.y 03127 1 �O 0 Hyd. No.1 2 584700 Post-Dev. CLIA A ->- 80 Hydrograph. type = SC. S [runoff Peak diSen arge m 0,472 CIS Storm frequency = 1 yrs Time to peak = 12,03-hrs Time interval = 2 min Hyd_ volume = 1,274 tuft Drainage area = 0.470 ac Curve number = 78 Bas€n Slope = 0,0% Hydraulic Iength = 0 ft Tc methad = User Time of cons. (Tc) = '11.40 min Total precip, = 2.40 in Distribution = Type €€ Storm duration = 24 hrs Shape factor = 484 Past-Dev. CDA A Q (Cts) Flyd. No, 1 -- 1 Year a (Cis) 0.50 D E. (NIA) 1111. Nydtaltovi wystroglxp le Etdsnaws+krrAlana.rd7,rGiwt s7 '2R1b1ry Pdt ads, tlt1G.u47 : 7- `ruWAY, 031271.2018 Hyd. No. 5 2 584700 Post -Basin B Routed ->- 80 ( Peak discharge f 0,45 0 46 045 = 14.83 hrs Time interval = 2 min i 1- 1.612 cuff Inflow hyd. No. = 4 - Post Basin A Routed and P�1C@]b1btion = 725.02 ft Reservoir name = Bioretention B Max. Storage. = 2.028 cult F F 50 1 0.40 0 40 100 45.3279 5.2000- O.BS82 ---� 1;43 1.59 1.-25 3 9.00 0.00 E 0.00 0-00• oza 0.00 0.00 0.0P 0.00' t 0,00 5 5,70 .440 374 3.27 2.85 2,53 2..29 2.10 1194 1.91 1,68 1.59 1a 6.49 5111 4:28 3:87 3:14 2.81 2165 2.40 2„25. 2.10 1.$r 1.66 0.25 0.25 5.53 4.9."'1 4,28 3179 3A2 3.12, 2.69 2•lia D.2a 0.20 .2,23 511 8.39 4;51-' 4:78 4.25 : DA5 r E 0.10 3,00 2.64 2:58 5 tl..i0 I j: 100 5.24 7.2.§. 405 - 4.71 I i - I �- � _ € - 0-05 0.00 '3.40 3-'20 3.02 0.00 Ta 20 0 2 4 u B 10 12 1€4 16 22 24 26 LU Time (hrs) _. - . Hyd Na. 1 i _. -_ € eioragp ttm'IcdHortitiadipdu4ad. Post -Basin B Routed 4 (tom) lcfsl Hyd. Na 5 --1 Year 1.44: 0.94 0:80 0.70 0.60 0.50 0.413 0.30 0.20 0.10 000 1.00 0:90 0:80 0,70 01.60 4'50 0.40 0.30 0.20 (1.1 Ck 0.00 0 2 4 6 S 10 92 14 16 18' 20 22 24 26 Time (hr.^�j -- Hyd FJa. 5 �� H}0, No -'4 f- ; Total storage used = 2.028 tali Hydraflow Rainfall report 4tycrallpw Hyllrograws extaneron tar At4oGAW(urry 3DV2010 by Aalode4k, fr1p, 411 3ntons0y-4uration.-FroqueRay:Epuaelon Cnetfftien4s f 9 Hydrograph Report D E. (NIA) 1111. Nydtaltovi wystroglxp le Etdsnaws+krrAlana.rd7,rGiwt s7 '2R1b1ry Pdt ads, tlt1G.u47 1111 `ruWAY, 031271.2018 Hyd. No. 5 2 584700 Post -Basin B Routed ->- 80 Hydrograph type = Reservoir Peak discharge - 0.076 cfs Storm frequency = 1 yrs Time to peak = 14.83 hrs Time interval = 2 min Hyd. volume 1.612 cuff Inflow hyd. No. = 4 - Post Basin A Routed and P�1C@]b1btion = 725.02 ft Reservoir name = Bioretention B Max. Storage. = 2.028 cult eioragp ttm'IcdHortitiadipdu4ad. Post -Basin B Routed 4 (tom) lcfsl Hyd. Na 5 --1 Year 1.44: 0.94 0:80 0.70 0.60 0.50 0.413 0.30 0.20 0.10 000 1.00 0:90 0:80 0,70 01.60 4'50 0.40 0.30 0.20 (1.1 Ck 0.00 0 2 4 6 S 10 92 14 16 18' 20 22 24 26 Time (hr.^�j -- Hyd FJa. 5 �� H}0, No -'4 f- ; Total storage used = 2.028 tali Hydraflow Rainfall report 4tycrallpw Hyllrograws extaneron tar At4oGAW(urry 3DV2010 by Aalode4k, fr1p, 411 File flame: $herando Park.1DF Itltenslty = B I (Tc + DteE Th4rgdsy, 1412612097 Rawrn 3ntons0y-4uration.-FroqueRay:Epuaelon Cnetfftien4s f (+attain (Yrs} B -�� D E. (NIA) 1 42.6882 10.2600 a.97Y5 - 2 584700 11,1000 0,8937 ->- 80 4:940$ 0 0990 0.004a 3,07 5 54.4057 t0,1'000 0,8318 1688 10 51.9221 9,1008 C. YS60 -- 28 48.1626 7.9000 0:7334 _- 50 47.7475 7.1900 4.6975 •-F°- 100 45.3279 5.2000- O.BS82 ---� File flame: $herando Park.1DF Itltenslty = B I (Tc + DteE Th4rgdsy, 1412612097 Rawrn sutnolw Valu" llniM Period (Yrs} $min ....__ v HI- r mile FXIena€4111 WrALWCAMCMit,3M �. G Nc, in4.9.11 Hyrkalln�. In'N p err TyyA 25 30 35 40 46 50 3S 80 1 3;94 3,07 21.53 2.16 - 1 -ABB 1688 -^ 4;52 1.38 t.2T 1,18 1:19 1,03'. 2 4.71 3:70 348 2152 '1.29 2.04 1.64 :1.88 1;54 1;43 1.59 1.-25 3 9.00 0.00 .0.00 0.00 0-00• oza 0.00 0.00 0.0P 0.00' O,ig1 0,00 5 5,70 .440 374 3.27 2.85 2,53 2..29 2.10 1194 1.91 1,68 1.59 1a 6.49 5111 4:28 3:87 3:14 2.81 2165 2.40 2„25. 2.10 1.$r 1.66 25 7.54: 5.53 4.9."'1 4,28 3179 3A2 3.12, 2.69 2•lia 1,61' Z>36 .2,23 511 8.39 6.54 4;51-' 4:78 4.25 3.84 3.52 3.25 3,00 2.64 2:58 2.4,4 100 5.24 7.2.§. .6-07 ,5,28 4.71 4:27 01:82. 3,64 '3.40 3-'20 3.02 2107 ire i eel las Values ms ead 80. Tc ! n nu arc 7 1702•$harorldoPxrkAacAceOasPro amIANALYTICAL'.OAl:C11 Storm Rainfall Precipitation Ta41e (%in L) (Ot`Sl Hyd. No,. 2 - 1 Year Ct(tf3) Report HydrographP ....__ v HI- r mile FXIena€4111 WrALWCAMCMit,3M �. G Nc, in4.9.11 Hyrkalln�. In'N p err TyyA __..,..�_v Tuasaay .oe 127 / 2018. Hyd. No. 2 Olstrlbudon 1 -yr :2w Z, 5 -yr 1@•yr 2S -yr 50 -yr 100 -yr $c524,Paier 140 ..2:98 '0:00 3.82 422' -5.11 5.115 5.68 ses 1 -Hr 0,00 Doc 0,00 0;417. DAD 6(,00 a08. 01po HuH--las- 0;04 0.00 0,80 0.00 0,4p. 0-00 0.00 0.00 Huff.ind 000 0190 OLD 0.00- 0.00 am D.DO 000 Hu0-3rd 0.aa O,W 0i4O 0,00, 400; 0.00 Y3." 0,90 wu"111 1100 0.010 0.00. O.40: 0.90 0.0) 4.00 0.00 weliindv 0::00 0;00- 0-00 0:00 0.09 9..00. 0;rtrr 0.00: Cury[cen 4UU O,Ao 0,00_ 0100 0601 CAD 0'.00' 0.00 ------__ --... storage tWicaficn Romeo orad storage Post -Basin A Routed L) (Ot`Sl Hyd. No,. 2 - 1 Year Ct(tf3) Report HydrographP ....__ v HI- r mile FXIena€4111 WrALWCAMCMit,3M �. G Nc, in4.9.11 Hyrkalln�. In'N p err TyyA __..,..�_v Tuasaay .oe 127 / 2018. Hyd. No. 2 - i Z Post -Basin A Rcwteld Hydrograph type =Etas®rrlrair Peak discharge = aon cfs Storm frequency = 1 yrs Time to peak = 12.43 hrs Time interval = 2 min Hyd. volume = 759 tuft Inflow hyd. No. = 1 - Post-Dev. GDA A Max. Elevation = 729.02 ft Reservoir name = Bioretention A Max. Storage -- = 538 tuft ------__ --... storage tWicaficn Romeo orad storage Post -Basin A Routed L) (Ot`Sl Hyd. No,. 2 - 1 Year Ct(tf3) 0:50 - - - Pond Report - i Z ° (7,45 0,45 ¢_ t3icretentlon a rn i 0.40 Stage ! Storage) Discharge 7a6f® N6, $ 131arstenttoA B F1- W I 0.40 Elevation Civ A Civ B Civ C PARsr Wr A Wra .. ... 1111.... jj i __.., ... _....»,. 3 A cuff fl cls ON ale crs af5 eta e(4, ars els cfs ifs Pond Date on Contours A15oar-dellrad contmrareas. con@2meould:Used Pec vr€ume wIculaftn- eegiNn9 Elevation w. 77}.00 f L(-( 0.30 0.30 4V tic: •... - -.. 4.Sts -- 4.33.1 _. - -- - - 4.515 -., _. � -- :1.583 z 345 90,'174 3 -So 10,384 7"2"7.45 7,27.50 4>57 ac 4.50 a: -. .� -- 4,575 - - 4,565 StegelStnragBTable W Y [� LL ti' ri U 4.25 w ��j LL Stage lftl Elevallan(ftj Contour area(sgft) Ince Storage tI Total 'wage lctdt) W W O W LU G °°T l 0 Go 724.00 1,551 0 0 I (fi v 0:20 0.20 1.00 725.00 2,341 1.985' 1.,x68 T .. 0 ,7,.DO 26.09 3,151 2,7336 ° z0 OAS 0.15 W 3,00 727.0,3 3,957 3.550 8,282 U) 2 3.50 727.50 4,',42'7- 2.102 LU 0:10 _. � i _. -_ € b _ -� s 0:10 o [A] [e] [d] [PdRar) LAI) 18) -1-- --.- [D] I - 0.05 O Risa lin) •� lu.06 000 0100 4.00 Cmel. Lon (A) �4-11 000 0.40 'o n4, 0,00 0'.00 0 2 4 6 6 10 1Y 14 16 18 20 22 24 2ii Titne:(hrsj Hyd Na. 2 Hyd No. 1 777 Total storage used = 538 GUtl Hydraflow Table of Contents r D17r�?narestaE�d rlyaanc9irvg(y�� tvr$1oln,.p1 Hydra0oW Horpgraph® xlanaia€1 hN AuloGAM Cavil 300 2.016 by Autodask, tog. 01 1'hLIIaQHy, 10t'2,9'/'20t7 Watershed Model Schematic ..................................... 1111 7 Hydrograph Return Period Recap ............................ ,...,,,,..,.....,.r ......... er.,Y r............ 2 1 -Year SummaryReport... ................................................ ............... ..... , ..... ., HydrographReports.. .... ..... ...............................................................4 Hydrograph N4. 1, SCS Runoff, Post Dev, CDA A ...................... ....................... .......... 4 Hydrograph No. 2; Reservoir, Post -Basin A Flouted..,..: ,. ......... 5' Pond Report Bioretention A....... 8 Hydrograph No. 3, SCS Runoff, Past-Dev CDA B ........ ....... 7 Hydrograph Na, 4, Combine, Post Basin A Routed and Post CDA 0 ...1111... _....... 1111. 8 Hydrograph No. 5, Reservoir, Pu;A-Basin B Routed .... __................... ....._... 9 Pond Report - Bioretention B....................r............,....1.......... __....._.....,... ........ 10 Hydrograph No. 6, SIDS Runoff, CDA: UndelainedLOD.. ....................................__............. 12 Hydrograph No- 7, Combine, Total Post -Development Loa ................................................. 13 Hydrograph No. 8, SCS Runoff, Pre -Development LOD CDA-...._ ................................. 14 IRFReport.. .,. . , ................. .... 17 © O } J_Z<r Q Q C7 ©Z 03 W LL W DlzQ, oma W W C X 00 U) .. cn W Z U Q0Z W Q W W d J Q J cY) {r� c) Z 'Cr tfj W r CD N O O W Q CD 6 >, 04 to 0 M C4 (110S2 (D Q��M Cr? M in U N Z W c I.: Z(.0�' co Z O W TK 0 DAVID I4. Lic. No. 1061 10 1� Pond Report Z ° w - ¢_ t3icretentlon a rn Hydrafbwllipdragerpns E1lansiar3lor Au€aCAD� C+vl9 3Ov+r 2035 by Autodesk:loo, vii Tue6dar tP3 7 Y7126t9 Stage ! Storage) Discharge 7a6f® N6, $ 131arstenttoA B F1- W Otago Stan Elevation Civ A Civ B Civ C PARsr Wr A Wra i6r C.; WrO Exfil User 'total Pond - V z 3 A cuff fl cls ON ale crs af5 eta e(4, ars els cfs ifs Pond Date on Contours A15oar-dellrad contmrareas. con@2meould:Used Pec vr€ume wIculaftn- eegiNn9 Elevation w. 77}.00 f L(-( 335 8.`164' 12740 4V tic: •... - -.. 4.Sts -- 4.33.1 _. - -- - - 4.515 -., _. � -- :1.583 z 345 90,'174 3 -So 10,384 7"2"7.45 7,27.50 4>57 ac 4.50 a: -. .� -- 4,575 - - 4,565 StegelStnragBTable W Y [� LL ti' ri U U Z w ��j LL Stage lftl Elevallan(ftj Contour area(sgft) Ince Storage tI Total 'wage lctdt) W W O W LU G °°T 0 Go 724.00 1,551 0 0 (fi v 1.00 725.00 2,341 1.985' 1.,x68 0 ,7,.DO 26.09 3,151 2,7336 ° z0 W W 3,00 727.0,3 3,957 3.550 8,282 U) 2 3.50 727.50 4,',42'7- 2.102 LU Cut€rert l orifice Structures WI Structures b o [A] [e] [d] [PdRar) LAI) 18) ICI [D] O Risa lin) •� lu.06 000 0100 4.00 Cmel. Lon (A) �4-11 000 0.40 'o n4, m O a Spent Ila) r. '10.00' 0,00 0:00 0.00 Grest Ek. (l1} 72SAQ 0:90 0:00 0.08 No. 9arrals 4,'1 0 0 0 WeirCceR. o. 3-33 3.53 7.33 3.83 (f) Wryer(EL(R) =.12440 008 0.0D 0.00 Weir Type � I --• - -" Com] Length (Ni = -1711,00 0.00 9,09 0.00 Muhl-Stsge = Yea No No No Of Slope 1%) ? :0.50 0 cc O.OD nus IrQ kf-veiue = ,MA .013 ,013 Iva H Orifice C air. = 0190 0.60 0,80 0.80 Exta.Ilnrhr) = 0.000(by Weiaroal EL O W M.ul"14go =- n!4, No No No TW U4av> (it) 0.00 p W raw:r n+ -ane'?,$ wea,ers a+«:at><n,asun9. �b•rrcter,avuugilvr �M,w. i're a..,.rn..xnn �nn.� �mm�er�.iwt snng„4!�rvnm#:by 7 Stage/ Storage/ D�charge Table a Stage. 'Storage EtevaBon CIVA C€Va CWC PrtR%r WrA Wr9 WtC WD E%51 User FUTd It eon fa IN cls cls eta ch sfs cis chs do cis era 11.30 0 724.00 0.00 - - -- 0.00 - Il 310 1,988 725,00 3221c 441Z 7.Oi) 4.722 72(5.90 x..05 q0 •� •-- •-• 4,04& ••• ._ __ _ ., 4o44 Oo Cd 3:00 8:262 721.00 442 oc -- - 4,425 - - - -- - 4.4.37 O S7 Q 3.50 10.384 727.80 4.59 oc -. - ... 4',57 s - - -• •--• - 4,565 Hydraflow Table of Contents r D17r�?narestaE�d rlyaanc9irvg(y�� tvr$1oln,.p1 Hydra0oW Horpgraph® xlanaia€1 hN AuloGAM Cavil 300 2.016 by Autodask, tog. 01 1'hLIIaQHy, 10t'2,9'/'20t7 Watershed Model Schematic ..................................... 1111 7 Hydrograph Return Period Recap ............................ ,...,,,,..,.....,.r ......... er.,Y r............ 2 1 -Year SummaryReport... ................................................ ............... ..... , ..... ., HydrographReports.. .... ..... ...............................................................4 Hydrograph N4. 1, SCS Runoff, Post Dev, CDA A ...................... ....................... .......... 4 Hydrograph No. 2; Reservoir, Post -Basin A Flouted..,..: ,. ......... 5' Pond Report Bioretention A....... 8 Hydrograph No. 3, SCS Runoff, Past-Dev CDA B ........ ....... 7 Hydrograph Na, 4, Combine, Post Basin A Routed and Post CDA 0 ...1111... _....... 1111. 8 Hydrograph No. 5, Reservoir, Pu;A-Basin B Routed .... __................... ....._... 9 Pond Report - Bioretention B....................r............,....1.......... __....._.....,... ........ 10 Hydrograph No. 6, SIDS Runoff, CDA: UndelainedLOD.. ....................................__............. 12 Hydrograph No- 7, Combine, Total Post -Development Loa ................................................. 13 Hydrograph No. 8, SCS Runoff, Pre -Development LOD CDA-...._ ................................. 14 IRFReport.. .,. . , ................. .... 17 © O } J_Z<r Q Q C7 ©Z 03 W LL W DlzQ, oma W W C X 00 U) .. cn W Z U Q0Z W Q W W d J Q J cY) {r� c) Z 'Cr tfj W r CD N O O W Q CD 6 >, 04 to 0 M C4 (110S2 (D Q��M Cr? M in U N Z W c I.: Z(.0�' co Z O W TK 0 DAVID I4. Lic. No. 1061 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OFTkE 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 OC 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 F R E a 1702 DATE 2017-11-17 DRAWING SCALE ASSHOWN DRAWN BY KLM APPROVED BY DLF CS4004 SHEET 24 OF 29 Z Z ° w ¢_ rn Z F1- W U.1 to L100 C V z 3 W o � 11 l L(-( (V Uj ° >Z o � <w z i O � [� 0 W Y [� LL ti' ri U U Z w ��j LL O W W O W LU G °°T (fi v z< 0 ° z0 W W Of U) 2 LU b ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OFTkE 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 OC 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 F R E a 1702 DATE 2017-11-17 DRAWING SCALE ASSHOWN DRAWN BY KLM APPROVED BY DLF CS4004 SHEET 24 OF 29 rn Cn F1- z z 11 l L(-( 2 p0 (AI W z0 W Of LU b o O m O a 0 a (f) j Com] 3 Of IrQ H U5 EL O W p W 7 a W Il to 441Z Oo Cd On Go Ori O S7 Q O 4 LU H 4V lf7 {rJ N tV C3 N Cy 0 tt] CN r ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OFTkE 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 OC 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 F R E a 1702 DATE 2017-11-17 DRAWING SCALE ASSHOWN DRAWN BY KLM APPROVED BY DLF CS4004 SHEET 24 OF 29 r WARRIOR DRIVE f k I t -' e i! ♦ ! �, J 1 , ! --, -.1 -�_ 1 -- I ♦ -'�` ' "�� (VA SECONDARYROUTE 19V �� �+ �' +�� � t?TH VFA' MIIVORAR _ �!` -- �' _Y..r• ..,,. ..+^ r r ,. � ",..... ....,..,.....,. .^---.. .— .�® ..-..-app �{...:sy. . .... -.,,.,w..., ..,..,,,....r- -. + Z5FISTING RIGHT TURN \ J -- x TING U LANE EXISTING T ISTHR � HRU LANE EXISTING LEFT TURN LANE / PR4POSECY LETUIV LAy _ e THRU LANE "� EXISTING THRU LANE - EXISTING - TfP1TTOL°0'T� 1 I i i! 1� i i 1 ilk Iii i i i i! i® li !• i i i- I!F i1nro oeliwe _ tF -_ 7qR 410 f m �RIGHT TURN LAN .. N j . ..,_ PROPOSED 20' ,;... --- _^"" � � •,,.,, .�. ... �- --.- ,,e._....•. �� _ k �- �,... .. ` - a dry._ _... F.. / _ "" 1 — -~ _" FREDERICK, VVA�ER ESM]. �`` _ w - i '�_-� w- __ ___ - n S Inw ...,w .w,.. ....m. ».... 5f o.,... .._... __,_ .... ', _— _» — ti -_T --- i -. '". .. —_ ter•" � ,r`� .. Of IN Fm -fir--- - - Z� --- -- r Ir- ----- -,cv —= ---- ,parr _civ -� a Fm Fm -- -- •. `` i I qtr } r - .,,rte—..••. ._ - _ 1fM Iiiii i® m m i w m m ft m m m m #SII i m m m®® me m Fii F'11 FM FM fir FM FAI FM FM FY FM Fill FY E ■It rrt i i m rilrr i m m m i m m m i it ■t i i i i i i i i i i H* As i m i i m i plat +►. `� y l\ .� / r ^ p_Qk PROP. DERIC /li. R ESMT. LIMITS OF DISTURBANCE } .r ..-- .. PROPOSED LINE DRIVE I I I I / Z�J " i I 5r9�' " SEmAcK �, 'y �► BIORETENTION BASIN A } r I I p r I EF- I 1 rY III I a 1 ^ "a FUTURE'ROAD - 500' + t p I I m" p EXTENSION PKSEMAING I f 1 1 G r i I TS' OF D�S+URBANCE via f \ J f p f 1 } �.. •.111-� � S M —4 I - r BIORETENTION BASIN Br~ 1 f ~~ y - -EPS" _ J ` 190 too 3 to dmf ! ' ~ I POND t � ck r .✓ I "P II f x LEGEND PROP. 0 CY7 SHADE TREE U Y PROP. Z Im EVERGREEN TREE Q PROP. I) 0 SHRUBS W o U 0- w U > w> � 0 0 F_ in 0w PROP, z W UJI ¢ Luco z PERENNIALS Ln PARKING LOT LANDSCAPE REQUIREMENT x ® 0 Z d OU u- 0 ❑ Z M LU ❑ ❑ LL" LU Frza � W d LLI �_ uj Lu H2O �wm U ©"z W Z L0 rn z cs Lo uj (cp � N Ci Q >, N O a>LL cn ccT Z LI _c N ti z z T W CL 0'1� DAVID L. Lic. No. 1061 0.5-'.-/moi�� J Y CY7 d U Y m Z F Z Q W o U 0- w U > w> � 0 0 F_ in 0w LU d v LU � z W UJI ¢ Luco z Ln N r rj v d � W � � �z rY � LLI > c w a o a d af) 13- N z 0 Ll.l m I-- co ao CO �' J z Q N i 0 (V LA Q N i 4 N Lu N N (/a Lei N ❑ rr ZO PM W N N z 0 F- Q rn Lu W o = IY LL LL z w O ;c) 0 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 PENNON] ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE 1 It = 30' DRAWN BY KLM APPROVED BY DLF CS2001 SHEET 25 OF 29 Y CY7 d U Y m F Z W o U 0- w U > w> � 0 0 F_ in 0w LU d v LU � z W UJI ¢ Luco z N Ma n. > c w a o a d af) m N 0 0o co ao CO co Q N i 0 (V o N Q N i 4 N Lu N N O Lei N ❑ 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 PENNON] ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE 1 It = 30' DRAWN BY KLM APPROVED BY DLF CS2001 SHEET 25 OF 29 t iii a N w 0 ff 12- z l z z e d a g n 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. SUBSTITUTIIONS: 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. BAILED 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 B.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. TS WITH CIRCLING ROOTS, USE A SHARP KNIFE TO MAKE 1" CUTS THE LENGTH B. FOR UNTREATED PLASTIC CONTAINER GROWN PLAN 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" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER. GENERAL LANDSCAPING NOTES: 1. NO TREES OR SHRUBS SHALL BE PLACED ON FCSA EASEMENTS. 2. ALL LANDSCAPING SHALL COMPLY WITH FREDERICK COUNTY ZONING ORDINANCE SECTION (§165-203.01) BUFFERS AND LANDSCAPING. PARKING LOT LANDSCAPE CALCULATIONS: PIEITR LANDSCAPING INTERIOR LANDSCAPING IMPERVIOUS SURFACE: 33,011 S.F. PARKING LOT AREA: 22,787 S.F. TREES REQUIRED AT 1 PER 2,000 S.F.: 17 INTERIOR LANDSCAPING AREA REQUIRED: 1,139 S.F. (5.00x) TREES PROVIDED: 17 INTERIOR LANDSCAPING AREA PROVIDED: 4,060 S.F. (17.62X) S HEDGE REQUIRED: YES NUMBER OF SPACES PROPOSED: 53 S HEDGE PROVIDED: YES INTERIOR TREES REQUIRED: 5 (1 PER 10 SPACES) INTERIOR TREES PROVIDED: 5 GENERAL PLANT LIST DECIDUOUS Ic TRFFS r SYMBOL' BOTANICAL COMMON NAME SIZE SPACING QUANTITY AS ACER SACCHARUM SUGAR MAPLE 2.0' CAL AS SHOWN 6 GT GLEDITSIA TRIACANTHDS 'INERMIS' THORNLESS HONEYLOCUST 2.0" CAL. AS SHOWN 4 OR QUERCUS RUBRA REO OAK 2.0" CAL AS SHOWN 5 ZS ZELKOVA SERRATA JAPANESE ZELKOVA 2.0" CAL A$ SHOWN 1 eu©I los Y SYMBOL BOTANICAL COMMON NAME SIZE SPACING QUANTITY BS BUXUS SEMPERVIRENS 'WINTERGREEN' WINTERGREEN BOXWOOD 3 GAL. CONT 36" HT. MIN. 4' O.C. 12 PL PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 3 GAL CONT. 36" HT. MIN. 4' O.C. 14 TM TAXUS X MEDIA'DENSIFORMIS' DENSIFORMIS YEW 3 GAL. CONT. 36" HT. MIN. 4' C.C. 8 BIO -RETENTION PLANT LIST tnrrn 1 f\LLJ BN IBETULA NIGRA 'HERITAGE' IHERITAGE RIVER BIRCH 8'-10' HT. MULTI -STEM AS SHOWN 3 MV MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6'-81 HT. AS SHOWN 3 i la IILEX GLABRA I INKBERRY 1 3 GAL. CONT./30" HT. MIN. I AS SHOWN 1 3 1 nnrn u,n n nr\IL1111 P 171WuJLr.1 IY\V 1 LIILI\I Cp CALM PALUSTRIS MARSH MARIGOLD 1 GAL CONT. 1' 141. MIN. " EP EUPATORIUM PURPUREA JOE M WEED 1 GAL CONT.1 1' HT, MIN. " SC SCIRPUS CYPERNINUS WOOI 1 GAL CONT. 1' HT. MIN. 2e O.C. 16 MD MORNADA DIDYMAB 1 GAL CONT. 1' HT. MIN. 2e O.C. 59 A,p AGROSTIS ALBATOP G 1 GAL. CONT. 1' HT. MIN. 44 BIORETENTION PLANTING CALCULATIONS: TREES TOTAL AREA OF BIORETIENTION FILTER TREES REQUIRED (1 PER 250 S.F.) TREES PROVIDED SHRUBS SHRUBS REQUIRED (30' HIGH, MIN. 10' O.C.) SHRUBS PROVIDED HERBACEOUS/PERENNIALS PLAITS REQUIRED PLANTS PROVIDED SET TRUNK PLUMB PRUNE ONLY DAMAGED OR DEAD BRANCHES SECURE GUYS WITH RUBBER HOSE TO TRUNK DO NOT MULCH WITHIN 6" OF TRUNK « 2"x2" WOOD STAKES Sf2} AT 18(Y ALT: STEEL FE CE POSTS) 3" OF MULCH SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP 113 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 PROVIDE EDGE WITH CLEAN, CRISP SEPARATION BETWEEN MULCHED BED ADJACENT SURFACE CONDITIONS TURF, SIDEWALKI OR CURB CUT EDGE MINIMUM BELOW GRADE TO RECEIVE MULCH WON 'I wgrg TYPICAL MULCH EDGING DETAIL REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY TO PREVENT ROOT BALL FROM SHIFTING MULCH LAYER TOPSOIL NOT TO SCALE SHRUB PLANTING BARK MULCH 2" DEPTH MIN. SPECIFIED SOIL OR EXISTING SOIL UNDISTURBED SUBGRADE OR EXISTING SOIL UA wI1ItMI1L JILL NOT TO SCALE PLANTING SECTION D=DIMENSION OF PLANT SPACING (SHRUB,. GROUNDCOVER, ORNAMENTAL GRASS OR PERENNIAL) AS INDICATED ON PLANS OR �� PLANT SCHEDULE. PLAN VIEW GROUNDCOVER, ORNAMENTAL GRASS OR PERENNIAL PLANTING DETAIL NOT TO SCALE 0 0� U 0 Z< O0� >-0z UJ fl Euj you xzt � CO UJF- UJ �0 ILLm wU) Z' w 00z wzw p U J Pei r� z o T�u� LL1 ;y o cry "n CN V :o LL ©� U) U Lr Q3 COaUm m cn T Z W c cV r; Z CIS z Yci W DAVID L. FRANK Lic. No. 1061 05-22-49 4 � :CAPE ARC BIORETENTION AREA B TREES > 313 S.F. TOTAL AREA OF BIORETENTION FILTER 1,173 S.F. 1 TREES REQUIRED (1 PER 250 S.F.) 5 1 TREES PROVIDED 5 PRUNE ONLY DAMAGED OR DEAD BRANCHES w SHRUBS � C7 2" OF MULCH N/A SHRUBS REQUIRED (30' HIGH, MIN. 10' O.C.) N/A W 0 SHRUBS PROVIDED 3 a- �' U) U CREATE A SAUCER SHAPE �Cu) HERBACEOUS/PERENNALS ZU WITH MULCH TO HOLD WATER N/A PLANTS REQUIRED N/A 45 PLANTS PROVIDED 149 ❑ ( 1-- r� SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY TO PREVENT ROOT BALL FROM SHIFTING MULCH LAYER TOPSOIL NOT TO SCALE SHRUB PLANTING BARK MULCH 2" DEPTH MIN. SPECIFIED SOIL OR EXISTING SOIL UNDISTURBED SUBGRADE OR EXISTING SOIL UA wI1ItMI1L JILL NOT TO SCALE PLANTING SECTION D=DIMENSION OF PLANT SPACING (SHRUB,. GROUNDCOVER, ORNAMENTAL GRASS OR PERENNIAL) AS INDICATED ON PLANS OR �� PLANT SCHEDULE. PLAN VIEW GROUNDCOVER, ORNAMENTAL GRASS OR PERENNIAL PLANTING DETAIL NOT TO SCALE 0 0� U 0 Z< O0� >-0z UJ fl Euj you xzt � CO UJF- UJ �0 ILLm wU) Z' w 00z wzw p U J Pei r� z o T�u� LL1 ;y o cry "n CN V :o LL ©� U) U Lr Q3 COaUm m cn T Z W c cV r; Z CIS z Yci W DAVID L. FRANK Lic. No. 1061 05-22-49 4 � :CAPE ARC Uj sDN _ z 0Z 0 o w j W = w�Lu U- z W 0 r- 0 } z_ O > > W im( L IS3 to � m ❑ w 0 � C7 C) Irf 10� Ily W 12- °� 0 > a- �' U) U < �Cu) H- ZU IZ L1J T 0c) z w ❑ ( 1-- r� z Z w 2 W 2 U) O Uj sDN _ z 0Z 0 o w j W = w�Lu U- z W 0 r- 0 } z_ O 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 CR 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 SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM, PROJECT FRED 17 02 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS2002 SHEET 26 QF 29 > > � m ❑ ❑ U cn U) H- z Lu w 2 2 O O z co Z cn UJI Y ul I- W 2 o U U O Y ? Z U U U zw O It azaf C� w ¢ w LL Q a '� w c13- 0 d w w a d n V ch N z z 00 00 c 00 C-:) o C w N N N N N N LO tai N f'i4 O CSI N ❑ Ln V' V N 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 CR 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 SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM, PROJECT FRED 17 02 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS2002 SHEET 26 QF 29 GG•5 CG -7 COMBINATION 611 CURB AND GUTTER VIRGINIA DEPARTMENT Of TRA}SPORTAlION X01 j/ d l,i a TRANSITION BETWEEN a PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED SHAPE TO CONTOUR si OF PIPE - CG -ll L DETAIL 1 DETAIL 2 SECTION A -A €C-1 NOTES; 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS A1,Oy AND II MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS, 4. S - DIAMETER OF CRCULAR CULVERT OR SPAN FOR BOX ELLIPTICA_ OR ARCH CULVERT. H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT F(.IR BOX, ELLIPTICA_ OR ARCH SECTION B -B cDLVERT. X USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE BOTTOM WIDTH AND DEPTH TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STOM MINIMUM "T" (INCHES) NOTES: 1 Y 1 76 CLASST CLASS 2 DRY RPRAP 14 fps NOTES: CLASS X CLASS II DRY RIPRAP 19 fps .20 I I 'A STRUCTURE.i GENERAL NOTES C OSSWALK DIAGONAL Pl ACEMENT 1- TH15. ITEM MAY BE PRECAST OR CAST IN PLACE. MANHOLE OR DROP INLET IS 70 BE FORMED AND CONSTRUCTED 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. STREET APPROACH SAME SURFACING (RADIUS TO BE AS I 0 AS MAINLINE ROADWAY (SEE NOTE 6) + IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. FOR OUTLET PIPE TO ` BEGIN WITH 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, SHOWN ON PLANS) !"n C C CONNECTION 1. WHEN CG -11 IS USED FOR STREET CONNECTIONS, THE PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR 2e CONCRETE TO BE CLASS A3 IF CAST W PLACE, TYPE C 4000 PSI IF PRECAST.- - - - - - I - !F CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH I,f 4000 P51 IF PRECAST, NO SCALE 3. COMBINATION CURB Ik CUTTER HAVING A RADIUS t (RADIUS TO BE A5 SHALLBE I_Ei7 SMOOTH BY MEANS OF HAND TROWELLIN G.NONE AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL. INCLUDING SIGHT lai 3: COA(1NNAT'ION CURE 6 G2I7TER HAVINC A RAOKA OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL RADIAL COMBINATION SHOWN ON PLANS) CURB AND GUTTER e DISTANCE REQUIREMENTS. OF 300 FEET OR LESS tALONG FACIE OF CRIB) SHALL BE PAID FOR AS RADIAL CpMiiINATION a ° BE PAID FOR AS RADIAL COKONAT04 CURB L GUTTER. / CG -6 (SEE NOTE 71 I I 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CIIRB 4 GUTTER, 3 ES f � I TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK SECTION B -B (DROP INLET, MANHOLE, ECD.), NONPERFORATED OUTLET PIPES ARE NOT REQUIRED, 4. FOR USE WITH STABILIZED OPEN -GRADED - - - -I' - I -•s 4. ENS. 16` TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 8, FOR USE WITH STAFIlED OPEN -GRADED DRAINAGE. TRUNCATED {SOME DRAINAGE LAYER, THE BOTTOM OF THE SIDEWALK � w I I I INSTALLED ON A RADIUS ' WITHIN THE LIMITS OF THE RAIXiSHOULp BE ISE T AI L LAYER, THE B0TTOW OF THE CURE (,.GUTTER PPE CURB iiNQ GUTTER BE CONSTRUCTED THE s (SEE NOTE 2) , � OPTIONAL 6e, 6' CC" -12 DETECTABLE WARNING INCREASED TO 71. UTILIZED IN LIEU OF PERFORATED PIPE. S ALL BE CGNSTRUCT'EO PARAI I €1. 10 ME SLOPE MAINLINE ROADWAY 0 W THE T T' B. THE LENGTH F PIPE BETWEEN E WYE CONNECTION AND HE EW 12 SHALL BE S O. CURB LIMITED TO NO MORE THAN V-0" TO PERMIT CAMERA INSPECTION OF THE MAN UNDERDRAIN BETWEEN THE LIMITS OF TO SLOPE OF SUBBA E FLOW LINE -3 9. IN SITUATIONS WHEN FULL DEPTH OF STABILIZED CPEN-GRADED MATE RIAL CAIN0 T OF SUEGAS£ COURSES ANO TO THE DEPTH OF BE MAINTAINED UNDER CURB AND GUTTER, NO. 21B AGGREGATE SHALLBE USED COURSES E COURSES AVD TO THE DEPTH OF THE _ , 4 F- � �� 3. WHEN USED IN CONIUNGTION WITH STANDARD CG z T,4[ PAVEMENT- SHEET 2 OF 2 PAVEMENT. _- -�-�' -- I OR CG -7 THE CURB FACE ON THIS STANDARD IS TO MATCH THE MOUNTABLE CURB STANDARD PAVEMENT EDGEDRAIN zaD 258 501 EXPANSION EXPANSION BE ADJUSTED TO AN DEPARTMENT OF TRANSPORTATION701 106.07 5, ALLOWABLE CRITERIA FOR THE USE OF CG -S OU (!] 5, ALLOWABLE CRITERIA FOR THE USE OF CG -7 IS BASED JOINT JOINT CONFIGURATION. IS EASED ON ROADWAY CLASSIFICATION AND ON ROADWAY CLASSIFICATION AND DESIGN SPEED a LJ]LU W W d DESIGN SPEED AS SHOWN IN. APPENDIX A OF AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN - 0 4. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE 2" R' THE ROAD DESICN MANUAL. IN THE SECTION MANUAL IN THE SECTION ON URBAN GS STANDARDS, NOTE1 WIDTH "B" 2''-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A CO USED W#TH THIS STANDARD. U ON CS URUAN STANCAINOS- 6- WHEN THIS STANDARD BE TIED INTO EXISTING 5. PORTION FLOUTTE MAY REQUIRE WARPING OF A 0 q� W 0 o � ISI BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN A IT PLAN VIEW PORTION OF CUTTER TO PRECLUDE PONDING OF WATER. KC 0 10' OR THE CHANGE IN STANDARDS CAN BE MADE AT � . s 0 7 REGULAR OPENINGS. LLI 0 ENTRANCE NOTES IY W D_ 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD MAINLINE ROADWAY SLOPE ¢ 6. PLAYS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW :w 4 CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE 1O' PARABOLIC CURVE Ce) LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE, 1.;:1• n THE MOUNTABLE CURB CONFIGURATION INCORPORATED. 6X M,qX. co 00 ' D �' ` # EDGE OF SHOULDER OR OPTIONAL FLOW LINE SLOPE CHANGE , - - P LO _D D 7- MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE RJW LINE (EXCEPT ANY SUBGRADE STABILIZATION o 0 0 F REQUIRED FOR MAINLINE PAVEMENT WHICH CAN DE A �. A , Q MAINLINE ROADWAY diL MAX. D OMITTED IN THE ENTRANCE.) ICTV V SLOPE CHANGE m ^ ~ B. RADIAL CURB OR COMBINATION CURB AND GUTTER 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 D SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE p PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF EXCEPT FOR REPLACEMENT PURPOSES. ® _ .. 20' MINIMUM FOR THE DESIRABLE AND MAXIMUM ENTRANCE GRAD CHAIN 9 £ E GES a } ' "D"" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE THF BOTTOM OF THE` CL)R8 AND A / P D p b 5' MIN.- COMMERCIAL ENTRANCE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET 11* 2".OR+ GUTTER MAY 8E CONSTRUCTED A o n ♦ a CONNECTIONS, PARALLEL TO TH(E SLOPE OF ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SUDBASE COURSES PROWDED A MINAWM OFOF " e ° ' a ° " b ° e ,. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES THIS AREA MAY BE CONCRETE IS MNNTAINEO. . > a< . ,< Al THE. OPTION Og THE CONTRACTOR p GRADE CHANGE ° - - - - -- - - - - - ENTRANCE VOLUME `D" DESIRABLE MAXIMUM THE BOTTOM OF THE CURB AND 442t R GUTTER MAY BE CONSTRUCTED HIGH MORE THAN 1500 VPD ox 3 X THIS AREA MAY BE CONCRETE AT 7 2 -0 PARALLEL TO THE SLOPE OF MEDIUM 500-1500 VPD :93 X 6 % THE OPTION OF THE CONTRACTOR SUBBASE COURSES PROVIDED A MIN.. DEPTH OF 7" IS MAINTAINED , - �'- uo 1°' LOW LESS THAN 800 VPD < 6 % B % CLASS A3 i.. , b' " N 1 • s >' NOTEm ALLOWABLE ENTRANCE GRADE TABLE IS NOT (H.E.S.P a 'I b', - CONCRETE N ' APPLICABLE TO STREET CONNECTIONS SECTION C -C COMBINATION 611 CURB AND GUTTER VIRGINIA DEPARTMENT Of TRA}SPORTAlION X01 j/ d l,i a TRANSITION BETWEEN a PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED SHAPE TO CONTOUR si OF PIPE - CG -ll L DETAIL 1 DETAIL 2 SECTION A -A €C-1 NOTES; 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS A1,Oy AND II MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS, 4. S - DIAMETER OF CRCULAR CULVERT OR SPAN FOR BOX ELLIPTICA_ OR ARCH CULVERT. H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT F(.IR BOX, ELLIPTICA_ OR ARCH SECTION B -B cDLVERT. X USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE BOTTOM WIDTH AND DEPTH TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STOM MINIMUM "T" (INCHES) CLASS Al CLASS AI DRY RIPRAP B fps 76 CLASST CLASS 2 DRY RPRAP 14 fps 24 CLASS X CLASS II DRY RIPRAP 19 fps 36 '\VDD7 \VD07 SPECIFICATION REFERENCE arclRl4� COMBINATION 4" CURB AND GUTTER METHOD OF TREATMENT- REFEREI ROAD Arid 9FidCfG+E. 5T,ANDAt2O5 ROA] AND BRIDGE STANDARDS CONNECTION FOR STREET INTERSECTIONS 204 REVISION DATE SHLCT l OF I SHEET 1 OF 1 REVISION DATE 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 ANIS COMMERCIAL ENTRANCES REV 8/07 303 201, C3 201.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 414 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I I � I � I I M SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN 'DROP INLETS PLAN METHOD OF TREATMENT IN MANHOLES SPECIFICATION STANDARD METHOD OF SHAPING REFERENCE ROAD ANDD BR�m�s ANDARDS SWEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION F I EN[ AI_ NOTES: 3 ' E �I _....... L TYPE;. A PERPENDICULAR 302 303 GENERAL �_1 ; NO PROJECTION OF PIPE ABOVE GROUND LINE: UD -4 1. METHOD "A" PIPE BEDOINC SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PG -1 TABLES 9k ,ESS. r - rtA4 CF FIL t OTHERWISE NOTED ON THE PLANS. GEOTE%TILE DRAINAGE FABRIC 2, H }1EifNT 0f COVER MEASURED FROM TOP OF CULL VIERP TO FINISHED '09A0 - -� --- D AT TO 7 «.,.,�„«......�,...: »..N (OVERLAP 1'- " P 3.' •• EXCAVATION DEPTH AS SHOWN ON :PLANS OR Tt, FIRM: BEARING 5 """' . C OIL. ,�..,--�.-:.-^'�' s'"'T' a. � YEMENI s PA CIRCULAR PIPE ti - :I. SUBG SEE NOTE I 3; X ". WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE- X +. 12" 'WHERE d 15 LESS THAN 36 y w) 1 -r } X . 18" WHERE 4 IS 36" AND OREATUI, 1 i, WIRE DIRECTED BY THE ENGINEER. BEDDING MA(TERtA_ MAY BE ELIMINATED I'LTR G % '�"�O•hCt-; NOfRMAL.EARTH FOUNDATIONS UNDER ROUTINE ENTRAI-1,Ct"'. FIPE (EXCEPT PLAST€C P1T'El 30 AND LESS IN DIAIAEETEIR WITH HEIGHT OF COVER 15'04 LESS. Pi ^1. a x FOUNDATION SOFT, YIELDING, CFS Y F 5. REGULAR HAw:KFILL MATERIAL MA RE USED IN LIEU 0 CLASS I B.AC7( IC MATERIAL FOR (NORMAL EARTH F-OUNDAT10N ALL FOUNUATIGI# TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PiPEI30" AND FOCI{ FOUNDATION OTHERWISE LJNSLIITABL.E MATERIAL LESS IN 01AMFTER WITH HEIGHT OF COVER 15° OR LESS. AL -- 6. BEDDING MATERIAL AND CIASS (RACK%L MATERIAL MAY W,ELAMWAILD FOR SHOULDER PIKE PROJECTION' ABOVE GROUND LINE SLOT INLET (DI -13) OUTLET PIPES INSTALLATONsa, ELLIPTICAL PIPE„ ;, 1, S1 - OUTSOZ SPAN olwK IDN OF .. .�c':�.�L,..-'•.. � � "' L ., ...;�....�,. 2 5 or IN51DE SPAN DIMENSIC)k 9F PF E.. 3 122 + O 1T51OE RISEi£3R;Af OF PIPE. z $, X '• WIDTH DF CLASS i BACKF&LL MATERIAL BEYOND THE EXTREMITY OF THE PIPE •''+' *., "�.�.�r' � "• � "' - "- , ' X - 12" WHERE S: 1S LESS THAN 3$11, % • l8`° WHERE S IS 5. AND UREATER •k, .m, Rt.s°a WHERE. DIRECTED UY THF NGINFFFER+ BEDDING MATERIAL MAY FIE ELIMINATED FOR E, NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE �2 S 38" OFR i.•?: I - �: s LESS AND WIGHT OF +~DYER T5' PR LESS. ' , . ..t«"•-,�" "-.` " �-�-fir �, �. ° t S. REGULAR BACKFILL MATER9A91:. MAY BE USED 11i LIEU OF CLASS i BACKFILL MATERIAL FOR ALL FOLRVQATM TYPES FOR ROUTINE ENTRANCE PPE WHERE 52 15 38 QR LESS AND HE1CafT OF COVER 1S' OR LESS. .. s. , r 11 P • 9 $j � "a .,, 1 k C . a i" i PIPE ARCH-- " 1. FGlJNDAI'IDN SOFT, YIELDING, OR N I R 5 ' SPAN OiME SON Of IPE 2: R + RISE DNMENSK)N OF PIPE.. A I NORMALNORMAL F F?TI-I CIUNDATION IO ROCK FOUNDATIONFOUNDATIONI�THFRWISE UNSUITABLE MATERIAL .. . -r ) , 3. B SEE PC T/1I�€ FOR APPLICABLE PIPE MATERIAL �A NOTE 4. x - WIDTH OF CLASS IBACKFEL MATERIAL BEYOND THE FX19VWTYf OF THE PPE. k 12 WHERE S2 IS LESS THAN 36", "F �:F A , TO WHERE $2 1S '36"' AND GREATER E: S. WH P Y Gd R € 3 YELIMINATED- - - E E DIRECTED B THE EN 6. NG k1A F.RI,4L Id BE E NFE • fA0 A FOR - NORAD EARTH FOUNl7ATtOR•iS UNDER ROUTINE IRAN AI W "R' _ r. • k) AL EN CF. PE HL. k S2 16' -'..,5" OR LESS' AND HEIGHT OF COVER 'IS'OR LESS_ 6. REGULAR BACKFILL MATERIAL MAY HEIJScc HEIGHT OF COVER 1S' OR I ESSa CN LIEU OF CLASS I BACKFILL MATERIA, FOR ALL FCUNCATION TYPES FOR ROU INANE ENNTRANCE P9 WHERE 5 15 JS" OR LESS AND ' SHEET 1 OF 2 INSTALLATION OF PIPE CULVERTS & STORM SEWERS Nv�-r INSTALL. OF PIPE CULVERTS AND STORM SEWERS i�V151(5N DATE S(EEET 1 04- 1 I GENERAL NOTES ROAD AND C#I71DGE STANDAR(}S CIRC. PIKE BEDDING AND BACKFILL �- METHOD "A'' .-`.. - - _ ��. _TTI 1 , .. " REV 8/07 VIRGI;MA DEPARTMENT OF TRANSPORTATION 107,00 - � �IiGll•IIACCFAR"MI:` `:'I F.u,s,:'IIHTATOIA* A cG Ir CG -Ir PERMISSJBLE A M 12 CONSTRUCTION •-_ ��",�, S" " C -C LONG 'Q 1 *5 DOWELS, 8" LONG � PERMISSIOLECONSTRllCTION AT 12" C•C 5' MIN CONSTRUCTION MAIC JOINT -- 4' MIN 120 MAX < 4'. . 12:1 MAX B WITH BUFFER STRIP B �, k B. •,.f.t. 11 w 5. 5, TRUNCATE DOME TYPICAL DESIGN A FEE SHEELS OF 5 Tf PAR14ES FBI f 8,_0" Min. 'n. ROADWAY GRADE N PERCENT MINIMUM RAMP LFNCTH CU4N FEET 4" RR 6" CURB 0 NOTES= SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH , r 2 THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF 3 1 SLOPE TO BRAN TO INVERT OF STRUCTURE.i 5 C OSSWALK DIAGONAL Pl ACEMENT OUTLET PIPE MANHOLE OR DROP INLET IS 70 BE FORMED AND CONSTRUCTED UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS (EDGE OF F VED SHOULDER) + IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. FOR OUTLET PIPE TO ` BEGIN WITH THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A 45' ELBOW CONNECTION SMOOTH WALL PE 70 PSI A_xA PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR MAX TYPE C X M X TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. X OF COARSE AGGREGATE MAY BE A OARS CLASS Cl, EXCEPT THAT 25 UP TO 4 IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, !F PAR P RP N I AR A, EL � E E a GUL LL I,f CONCR BROKEN CONCRETE OR BROKEN ETE BLOCK. THE SURFACE NO SCALE GRD PEN GRADED DRAINAGE LAYER -SEI NOTE B Y SHALLBE I_Ei7 SMOOTH BY MEANS OF HAND TROWELLIN G.NONE I II lai _EP OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. -� W00`IL_Dr - - - - - - " #57 AGGREGATE, #B AGGREGATE OR CRUSHED PIPE e DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE CURB AND GUTTER SECTION a ° PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED �- I e� . a- INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET PAVEMENT r 3 3 ES CONFIGURATION AND FLOW LINES, EDGEDRAINS IN GORE AREAS 2, WHEN THE LONGITUDINAL PIPE CONNECTS DIRECTLY INTO A DRAINAGE STRUCTURE SECTION B -B PLAN METHOD OF TREATMENT IN MANHOLES SPECIFICATION STANDARD METHOD OF SHAPING REFERENCE ROAD ANDD BR�m�s ANDARDS SWEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION F I EN[ AI_ NOTES: 3 ' E �I _....... L TYPE;. A PERPENDICULAR 302 303 GENERAL �_1 ; NO PROJECTION OF PIPE ABOVE GROUND LINE: UD -4 1. METHOD "A" PIPE BEDOINC SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PG -1 TABLES 9k ,ESS. r - rtA4 CF FIL t OTHERWISE NOTED ON THE PLANS. GEOTE%TILE DRAINAGE FABRIC 2, H }1EifNT 0f COVER MEASURED FROM TOP OF CULL VIERP TO FINISHED '09A0 - -� --- D AT TO 7 «.,.,�„«......�,...: »..N (OVERLAP 1'- " P 3.' •• EXCAVATION DEPTH AS SHOWN ON :PLANS OR Tt, FIRM: BEARING 5 """' . C OIL. ,�..,--�.-:.-^'�' s'"'T' a. � YEMENI s PA CIRCULAR PIPE ti - :I. SUBG SEE NOTE I 3; X ". WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE- X +. 12" 'WHERE d 15 LESS THAN 36 y w) 1 -r } X . 18" WHERE 4 IS 36" AND OREATUI, 1 i, WIRE DIRECTED BY THE ENGINEER. BEDDING MA(TERtA_ MAY BE ELIMINATED I'LTR G % '�"�O•hCt-; NOfRMAL.EARTH FOUNDATIONS UNDER ROUTINE ENTRAI-1,Ct"'. FIPE (EXCEPT PLAST€C P1T'El 30 AND LESS IN DIAIAEETEIR WITH HEIGHT OF COVER 15'04 LESS. Pi ^1. a x FOUNDATION SOFT, YIELDING, CFS Y F 5. REGULAR HAw:KFILL MATERIAL MA RE USED IN LIEU 0 CLASS I B.AC7( IC MATERIAL FOR (NORMAL EARTH F-OUNDAT10N ALL FOUNUATIGI# TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PiPEI30" AND FOCI{ FOUNDATION OTHERWISE LJNSLIITABL.E MATERIAL LESS IN 01AMFTER WITH HEIGHT OF COVER 15° OR LESS. AL -- 6. BEDDING MATERIAL AND CIASS (RACK%L MATERIAL MAY W,ELAMWAILD FOR SHOULDER PIKE PROJECTION' ABOVE GROUND LINE SLOT INLET (DI -13) OUTLET PIPES INSTALLATONsa, ELLIPTICAL PIPE„ ;, 1, S1 - OUTSOZ SPAN olwK IDN OF .. .�c':�.�L,..-'•.. � � "' L ., ...;�....�,. 2 5 or IN51DE SPAN DIMENSIC)k 9F PF E.. 3 122 + O 1T51OE RISEi£3R;Af OF PIPE. z $, X '• WIDTH DF CLASS i BACKF&LL MATERIAL BEYOND THE EXTREMITY OF THE PIPE •''+' *., "�.�.�r' � "• � "' - "- , ' X - 12" WHERE S: 1S LESS THAN 3$11, % • l8`° WHERE S IS 5. AND UREATER •k, .m, Rt.s°a WHERE. DIRECTED UY THF NGINFFFER+ BEDDING MATERIAL MAY FIE ELIMINATED FOR E, NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE �2 S 38" OFR i.•?: I - �: s LESS AND WIGHT OF +~DYER T5' PR LESS. ' , . ..t«"•-,�" "-.` " �-�-fir �, �. ° t S. REGULAR BACKFILL MATER9A91:. MAY BE USED 11i LIEU OF CLASS i BACKFILL MATERIAL FOR ALL FOLRVQATM TYPES FOR ROUTINE ENTRANCE PPE WHERE 52 15 38 QR LESS AND HE1CafT OF COVER 1S' OR LESS. .. s. , r 11 P • 9 $j � "a .,, 1 k C . a i" i PIPE ARCH-- " 1. FGlJNDAI'IDN SOFT, YIELDING, OR N I R 5 ' SPAN OiME SON Of IPE 2: R + RISE DNMENSK)N OF PIPE.. A I NORMALNORMAL F F?TI-I CIUNDATION IO ROCK FOUNDATIONFOUNDATIONI�THFRWISE UNSUITABLE MATERIAL .. . -r ) , 3. B SEE PC T/1I�€ FOR APPLICABLE PIPE MATERIAL �A NOTE 4. x - WIDTH OF CLASS IBACKFEL MATERIAL BEYOND THE FX19VWTYf OF THE PPE. k 12 WHERE S2 IS LESS THAN 36", "F �:F A , TO WHERE $2 1S '36"' AND GREATER E: S. WH P Y Gd R € 3 YELIMINATED- - - E E DIRECTED B THE EN 6. NG k1A F.RI,4L Id BE E NFE • fA0 A FOR - NORAD EARTH FOUNl7ATtOR•iS UNDER ROUTINE IRAN AI W "R' _ r. • k) AL EN CF. PE HL. k S2 16' -'..,5" OR LESS' AND HEIGHT OF COVER 'IS'OR LESS_ 6. REGULAR BACKFILL MATERIAL MAY HEIJScc HEIGHT OF COVER 1S' OR I ESSa CN LIEU OF CLASS I BACKFILL MATERIA, FOR ALL FCUNCATION TYPES FOR ROU INANE ENNTRANCE P9 WHERE 5 15 JS" OR LESS AND ' SHEET 1 OF 2 INSTALLATION OF PIPE CULVERTS & STORM SEWERS Nv�-r INSTALL. OF PIPE CULVERTS AND STORM SEWERS i�V151(5N DATE S(EEET 1 04- 1 I GENERAL NOTES ROAD AND C#I71DGE STANDAR(}S CIRC. PIKE BEDDING AND BACKFILL �- METHOD "A'' .-`.. - - _ ��. _TTI 1 , .. " REV 8/07 VIRGI;MA DEPARTMENT OF TRANSPORTATION 107,00 - � �IiGll•IIACCFAR"MI:` `:'I F.u,s,:'IIHTATOIA* A cG Ir CG -Ir PERMISSJBLE A M 12 CONSTRUCTION •-_ ��",�, S" " C -C LONG 'Q 1 *5 DOWELS, 8" LONG � PERMISSIOLECONSTRllCTION AT 12" C•C 5' MIN CONSTRUCTION MAIC JOINT -- 4' MIN 120 MAX < 4'. . 12:1 MAX B WITH BUFFER STRIP B �, k B. •,.f.t. 11 w 5. 5, TRUNCATE DOME TYPICAL DESIGN A FEE SHEELS OF 5 Tf PAR14ES FBI f 8,_0" Min. 'n. 12,1 MAX, I 4811 MAX, BACK OF CURB I 20:t 2'MIN. SECTION A -A PERMISSIBLE CONSTRUCTICN JOIN T SECTION B -B NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,SEE SHEET -i0F5. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REGUIRED AT TOP OF CURB RAMP, MINIMUM CURB RAMP LENGTH 5 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. A 4' SQUARE LANDING n I y AREA OUTSIDE OF Y 1 TRAVELWAY SHALL 3 _ THEPMARKED YJITHIN 111 CROSSWALK; AREA. L11 (fl c� (�ssw �K C �� swI IA�K m TYPICAL PLACEMENT T TYPICAL PLACEMEN AT INTERSECTION AT INTERSECTION CROSSWALK WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT (WITH BUFFER STRIP) ,; I r„ , SPECIFICATION - REFERENCE CG -12 DETECTABLE WARNING SURFACE �Y a5 TYPE A (PERPENDICULAR) APPLICATION SO`2 VIRGINIA DEPARTMENT OF TRANSPORTATION TYPE A WITH BUFFER STRIP RAMP RAMP N (SEE TABLE) A (SEE TABLEI 12A TRUNCATED DOMES 1211 MAX, r 4' MIN SEE SHEET ICF 5 FOR DETAILS 5'-0" MIN' SHAPE TO MATCH FACE OF ROA?WAY CURB - BACK OF CURB 48:1 WITH BUFFER STRIP - 20:1, N 48 e )MAX `� � - 1217 K1AX,� v� 21 MIN, SECTION A -A Y� WITHOUT BUFFER STRIP PERMISSIBLE CONSTRUCTIONJO - I CRO55?1ALK 0 r SECTION B-H j +- CROSSWALK - f `A 4' SQUARE tANCKNG AREA , OUTSIDE OF TRAVELWAY 4' H FOR SHALL DI PRO GA 4 li II f PERPENQIGULNN EROS5WALK NOTES= .FOR GENERA- NOTES ON THE DETECTABLE WARNING SURFACE, CR055WALK WITHIN THE MAWD'S. CROSSWALK AREA SEE SHEET 1 ()F S. THE REOUIRED LENGTH OF A PARALLEL .RAMP TYPICAL PLACEMENT A 4' SQUARE LANDING IS LIMITED TO 15 FEET. REGARDLESS OF THE AT INTERSECTION AREA OUTSIDE OF 3'i: ill SLOPE. TRAVELWAY SHALL WITHIN CROSSWALK CURB BE PROVIDED WITHIN THE MARKED CROSSWALK AREA.- Y ROADWAY GRADE N PERCENT MINIMUM RAMP LFNCTH CU4N FEET 4" RR 6" CURB 0 4 6 , (3fT 2 5 B 3 '} 4 , 5 C OSSWALK DIAGONAL Pl ACEMENT f WITH BUFFER STRIP UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS (EDGE OF F VED SHOULDER) AY LIMITS 45' ELBOW FOR OUTLET PIPE TO CONNECTION BEGIN WITH 45' WYE 45' ELBOW CONNECTION SMOOTH WALL PE 70 PSI A_xA 7401, MAX TYPE C X M X TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. (TYPICAL) PAR P RP N I AR A, EL � E E a GUL LL OUTLET PIPE SPAPAVEMENT -' �" NO SCALE GRD PEN GRADED DRAINAGE LAYER -SEI NOTE B -..EP RIGID SUBBASE LAYER o'-�:^ 1 y -a MANON-PERFORATED N LINE PAVEMENT PIPE Y CONECCTION lai _EP SEE NOTE 1 -� W00`IL_Dr - - - - - - " #57 AGGREGATE, #B AGGREGATE OR CRUSHED PIPE f ST'D. JD -4 REQ'D. ! ST'D, Up -4 REO'D, GLASS MEETING IIB GRADATION REOLYR£MENT. CURB AND GUTTER SECTION (FOR USE WITH STA131UZED OPEN -GRADED DRAINAGE LAYER) SHOULDER I e� . a- - - PAVEMENT r 3 3 ES 1, 4" MINIMUM, PROVIDED ATTAINING MINIMUM 4°' OF AGGREGATE ON TOP OF PIPE. EDGEDRAINS IN GORE AREAS 2, WHEN THE LONGITUDINAL PIPE CONNECTS DIRECTLY INTO A DRAINAGE STRUCTURE (DROP INLET, MANHOLE, ECD.), NONPERFORATED OUTLET PIPES ARE NOT REQUIRED, 3. INVERT ELEVATON AT OUTLET END OF OUTLET PIPE' TO BE A MINIMUM OF T -O" r abr r A �3 -•s 4. ENS. 16` _ DETECTABLE WARNING TRUNCATED {SOME DETECTABLE WARNING G INSTALLED ON A RADIUS ' DLTAIL ISE T AI L STRUCTURE, PPE V DCT F- a Fn Z 0 CC" -12 DETECTABLE WARNING SURFACE UTILIZED IN LIEU OF PERFORATED PIPE. Lu MAINLINE ROADWAY 0 W THE T T' B. THE LENGTH F PIPE BETWEEN E WYE CONNECTION AND HE EW 12 SHALL BE S O. CURB LIMITED TO NO MORE THAN V-0" TO PERMIT CAMERA INSPECTION OF THE MAN UNDERDRAIN BETWEEN THE LIMITS OF LINE Ik GUTTER IN EITHER DIRECTION, (GXN'ERAL NOTES) WILL BE NON -PERFORATED PIPE. 9. IN SITUATIONS WHEN FULL DEPTH OF STABILIZED CPEN-GRADED MATE RIAL CAIN0 T BE MAINTAINED UNDER CURB AND GUTTER, NO. 21B AGGREGATE SHALLBE USED UNDER CURB AND GUTTER. NO -21B AGGREGATE MAY ALSO BE USED FROM TOP OF STABILIZED CPEN-GRADED z MATERIAL LAYER AND CURB AND GUTTER. 12,1 MAX, I 4811 MAX, BACK OF CURB I 20:t 2'MIN. SECTION A -A PERMISSIBLE CONSTRUCTICN JOIN T SECTION B -B NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,SEE SHEET -i0F5. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REGUIRED AT TOP OF CURB RAMP, MINIMUM CURB RAMP LENGTH 5 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. A 4' SQUARE LANDING n I y AREA OUTSIDE OF Y 1 TRAVELWAY SHALL 3 _ THEPMARKED YJITHIN 111 CROSSWALK; AREA. L11 (fl c� (�ssw �K C �� swI IA�K m TYPICAL PLACEMENT T TYPICAL PLACEMEN AT INTERSECTION AT INTERSECTION CROSSWALK WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT (WITH BUFFER STRIP) ,; I r„ , SPECIFICATION - REFERENCE CG -12 DETECTABLE WARNING SURFACE �Y a5 TYPE A (PERPENDICULAR) APPLICATION SO`2 VIRGINIA DEPARTMENT OF TRANSPORTATION TYPE A WITH BUFFER STRIP RAMP RAMP N (SEE TABLE) A (SEE TABLEI 12A TRUNCATED DOMES 1211 MAX, r 4' MIN SEE SHEET ICF 5 FOR DETAILS 5'-0" MIN' SHAPE TO MATCH FACE OF ROA?WAY CURB - BACK OF CURB 48:1 WITH BUFFER STRIP - 20:1, N 48 e )MAX `� � - 1217 K1AX,� v� 21 MIN, SECTION A -A Y� WITHOUT BUFFER STRIP PERMISSIBLE CONSTRUCTIONJO - I CRO55?1ALK 0 r SECTION B-H j +- CROSSWALK - f `A 4' SQUARE tANCKNG AREA , OUTSIDE OF TRAVELWAY 4' H FOR SHALL DI PRO GA 4 li II f PERPENQIGULNN EROS5WALK NOTES= .FOR GENERA- NOTES ON THE DETECTABLE WARNING SURFACE, CR055WALK WITHIN THE MAWD'S. CROSSWALK AREA SEE SHEET 1 ()F S. THE REOUIRED LENGTH OF A PARALLEL .RAMP TYPICAL PLACEMENT A 4' SQUARE LANDING IS LIMITED TO 15 FEET. REGARDLESS OF THE AT INTERSECTION AREA OUTSIDE OF 3'i: ill SLOPE. TRAVELWAY SHALL WITHIN CROSSWALK CURB BE PROVIDED WITHIN THE MARKED CROSSWALK AREA.- Y ROADWAY GRADE N PERCENT MINIMUM RAMP LFNCTH CU4N FEET 4" RR 6" CURB 0 4 6 i (3fT 2 5 B 3 0 4 c) 5 C OSSWALK DIAGONAL Pl ACEMENT 6 WITH BUFFER STRIP UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS TYPE 8 PARALLEL APPLICATION ROADWAY GRADE N PERCENT MINIMUM RAMP LFNCTH CU4N FEET 4" RR 6" CURB 0 4 6 i 5 7 2 5 B 3 6 9 4 8 12 5 10 15 6 14 15 '\VDOT 1XV DID -T" ROAD AND BRIDGE. STANAARDS ROA] AND BRIDGE STANCARDS REVISION DATE SHEET 2 OF 5 SHEET 3 OF 5 REVISION DATE ?111 203.06 203.07 7/11 -- 4' BUFFER- STRIP W SIDEWALK g UN DIAGONAL PLACEMENT � r 5, MN :S MAx, N n I� u, �J F X A TSOE ME IANOiNG AREA 4 SH&L E OF PROVIDE[) FOR _ A 4' SQUA F' LANDING AREA F R . WAIL SNiILL BE PROv0Ef1 0 OU T510E OF TRAVELWAY QSS- x £R PERPEtt[HCUI AR CROSSWALK SHALL BE PR()VIUEO FOR CROSSTHK .11EA, PERPEWCULAR CROSSWALK CROSSWALK MEA � . ' SW WITH BUFFER STRIP CROS WITHIN THE NARKED CROSSWALK AREA SPECIFICATION CG -12 DETECTABLE WARNING SURFACE REFERENCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA ITEPARTMENT OF 'TRANSPORTATION 502 OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MINUMUM LENGTH CU TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H CULVERT OUTLET PROTECTION �� ROAD MID BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 113.01 UNDERDRAN SHALL BE CENTERED UNDER CURB AND GUTTER SHOULDER 2'-0" 1'-C" GLASS MEET VARIABLE L PAVED SHOULDER SECTION GEOTEXTILE DRAINAGE FABRIC - (OVERLAP T -O" AT TOP) PAVEMENT UNSTABILFZEO ' ea - �4" MIN. 08 AGGREGATE OR CRUSHED 5UBGRADE . OUTLET PIPE SEE NOTE 1 8 GRADATION REQUIREMENT. 4" PPE #57 AGGREGATE, #5 AGGREGATE OR CRUSHED GLASS MEETING 98 GRADATION REQUIREMENT. CURB AND GUTTER SECTION STANDARD PAVEMENT EDGEDRAIN VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 240 296 501 701 v4DERIAR l DRAINAGE TOPFABRIC PAVED SHOULDER UD -4 UP TO ELBOW, UP TO ELBOW, PIPE IS PERFORATED OW P 45° ELBPE S PER STABILIZED OPEN GRADED DRANAGE PAVEMENT .• r. �.� CONNECTION LAYER 4" PIPE UBGRADE PIPE -LESS AGGREGATE PRIMARY DIRECTION N TRENCH WITH OF WATER FLOW DRAINAGE FABRIC NON PERFORATED NON -PERFORATED OUTLET PIPE FOR USE OUTLET PIPE (TYPICAL) UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS (EDGE OF F VED SHOULDER) AY LIMITS 45' ELBOW FOR OUTLET PIPE TO CONNECTION BEGIN WITH 45' WYE 45' ELBOW CONNECTION SMOOTH WALL PE 70 PSI A_xA 7401, MAX EW -12 X M X TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. (TYPICAL) (OVERLAP V-0" AT TDP) 1 OUTLET PIPE SPAPAVEMENT -' �" NO SCALE STANDARD PAVEMENT EDGEDRAIN VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 240 296 501 701 v4DERIAR l DRAINAGE TOPFABRIC PAVED SHOULDER LONGITUDINAL PERFORATED PIPE UD -4 Z o N0.21B AGGREGATE CR05HING STRENGTH STABILIZED OPEN GRADED DRANAGE PAVEMENT .• r. �.� TYPE OF PIPE T 4" DIA. DIAMETER LAYER 4" PIPE UBGRADE SMOOTH WALL PVC .103 SUBBASE LAYER - SUBGRADE CUTLET PIPE CORRUGATED PE AASHTO 11-252 _._ __. SEE NOTE 1 Lr#57 AGGREGATE, #8 AGGREGATE OR CRUSHED U i 077 GLASS MEETING K8 GRADATION REQUIREMENT. NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS (EDGE OF F VED SHOULDER) CRUSHING STRENGTH TYPE OF PIPE PAVED SHOULDER SECTION .T.4" NOM. DIAMETER (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SMOOTH WALL PVC -103 SMOOTH WALL PE 70 PSI A_xA UNDERDRAIN SHALL BE CENTERED UNDER CURB AND GUTTER. X WALL THICKNESS (MIN) - INCHES - ' X M X TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. GEOTEXTLE DRAINAGE FABRIC (OVERLAP V-0" AT TDP) 1 DOWN GRADE SPAPAVEMENT -' �" -ES SHOULDER GRD PEN GRADED DRAINAGE LAYER -SEI NOTE B -..EP RIGID SUBBASE LAYER o'-�:^ 1 y -a MANON-PERFORATED N LINE PAVEMENT PIPE Y CONECCTION SUBGRADE UTLET PIPE --- _EP SEE NOTE 1 -� W00`IL_Dr - - - - - - " #57 AGGREGATE, #B AGGREGATE OR CRUSHED PIPE f ST'D. JD -4 REQ'D. ! ST'D, Up -4 REO'D, GLASS MEETING IIB GRADATION REOLYR£MENT. CURB AND GUTTER SECTION (FOR USE WITH STA131UZED OPEN -GRADED DRAINAGE LAYER) SHOULDER 000 - - PAVEMENT r 3 NOTES:. ES 1, 4" MINIMUM, PROVIDED ATTAINING MINIMUM 4°' OF AGGREGATE ON TOP OF PIPE. EDGEDRAINS IN GORE AREAS 2, WHEN THE LONGITUDINAL PIPE CONNECTS DIRECTLY INTO A DRAINAGE STRUCTURE (DROP INLET, MANHOLE, ECD.), NONPERFORATED OUTLET PIPES ARE NOT REQUIRED, 3. INVERT ELEVATON AT OUTLET END OF OUTLET PIPE' TO BE A MINIMUM OF T -O" 0_ ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. F_ z 4, ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE - ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE, COMMERCIAL SIDEWALK OR 5. OUTLET PIPES ARE TO BE INSTALLED ON 2% MIN. C3% DESIRABLE) GRADE AND PERFORATED ENTRANCE UNPAVED SPACE V Y -350'MAXIMUM T N.P LOCATED E ER 3S0 UM ORAS NOTED 0 LAOS. UNDERDRAIN B, OUTLET PIPE TO BE SECURELY CONNECTED TO EW -12 OR OTHER DRAINAGE PERFORATED TRENCH WITH UNDERDRAIN AGGREcnsE STRUCTURE, PPE f]. c) z r a 0 F- a Fn Z 0 7. WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE, NDN -PERFORATED PIPE SHALL BE - - UTILIZED IN LIEU OF PERFORATED PIPE. Lu MAINLINE ROADWAY 0 W THE T T' B. THE LENGTH F PIPE BETWEEN E WYE CONNECTION AND HE EW 12 SHALL BE S O. CURB LIMITED TO NO MORE THAN V-0" TO PERMIT CAMERA INSPECTION OF THE MAN UNDERDRAIN BETWEEN THE LIMITS OF LINE Ik GUTTER IN EITHER DIRECTION, ST'D. CURB COMMERCIAL ENTRANCE CURB RETURNS [k GUTTER WILL BE NON -PERFORATED PIPE. 9. IN SITUATIONS WHEN FULL DEPTH OF STABILIZED CPEN-GRADED MATE RIAL CAIN0 T BE MAINTAINED UNDER CURB AND GUTTER, NO. 21B AGGREGATE SHALLBE USED UNDER CURB AND GUTTER. NO -21B AGGREGATE MAY ALSO BE USED FROM TOP OF STABILIZED CPEN-GRADED z MATERIAL LAYER AND CURB AND GUTTER. SHEET 2 OF 2 SPECFi ATI N REFERENCE STANDARD PAVEMENT EDGEDRAIN zaD 258 501 W :REV 5107 AN DEPARTMENT OF TRANSPORTATION701 106.07 6 m cy> Z o Lu Q (Q �- a co O (ANqr N _a Lin -D>LL Q fU U i 077 Qr N T N � W C Z LLI 113 oo 0 Z Q © LL O 0 m w Z 1.yTH OF LL 4L LU i -L Lu u Z > uj m ate. DAVID L. � m � W Lic. No. 1�0]61/Q U)wLU) � 000 W < 'Q f� J Z 0_ F_ z w <co LL CN " F- N 0 Lu ¢_ �J Ell Z V � W ? - _ u, z LL LL H. 0 L-1- - LV Z Y C) w D LU LU > ff a LLJ _ L L � 0 it I-- Lu U z W a w LL- Z X:W w �' 0 f]. c) z r a 0 F- a Fn Z 0 z /0 V Lu U) Y a z ~ Z W W OU (!] TIO 0 H Q' O WZ LJ]LU W W d U 0 0 0 CO 0 U z 0 Ct z 0 q� W 0 o � ISI � ¢ w IY KC 0 U 0 7 LLI 0 IY W D_ ¢ L0 �I- Ce) N 4 Z CO co 00 co OO 0 o ca o 0 0 F ICTV V ALL DOCUMENTS PEPARED BY PENNONIASSOC.I AYES 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, LOSSESAND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT FRED 1702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS6001 SHEET 27 OF 29 SINGLE POST 11ETALLATIONS MtAlNt7NG D' �. HEFpNT ii,1 LDUE W (SEE NOTE 1) Ik PAVET.ENT_ I MOUNTING` HFICNT tN) EDGE OF (SEE IGTE 1) FAV€WENT -, I MINIMUM MOUNTING HEIGHT (t1) ATTACHMENT DETAILS L SEZ NOTE U GENERAL NOTES t,Yinn !SSSS tllm,•A, It71r-41rlrfp ALC£SS S IFA MICN*AYS ITPLS SIGMA LDFAT£D al's rm )[VIBE- lb t - T. 29 TNAM )ITERdf TIC !Y/S IA4! SME [REI W."AL I+AA$ "£®AM AR)•.u. 21.87 EIXI aT nam :aaF v Tuve LAArt O,KLT IRHAI. 11S!£S. N 6' A' T' RDVS� YAIRaRta 20.58 •illi lN9 AXD S- 'A' y' T' AS+iLATD•T Bois. B rt 5144- 4aI - S' 6£E ),DTE ]1 5' 6T£ i1GTf T1 { GFr ISFF MDTF 71 10 6. 19 16. 36 L Af XNtING HEIGHT NAY NEED TO BE GREATER THAN INDICATED IN CHMT TO PRCV0E THE ULVIMUM HEIGRT TO THE TOP OF THE SIGN FOR SINGLE POST INSTALLA110N5 ANO THE MINIMUM HEIGHT TO THE ACTION CF THE SIGN FOR MULTI-PCST INSTILL I ANIONS, 2, A SECONDARY SIGN iS CONSIDERED TO BE A SIGN MOUNTED BELOW ANOMER SIGN. EXCEPT A ROUTE MARXING ASSELgLY CONSISTING OF A ROUTE MARKER WITH AN AUAIlIA4Y PLATEIS CDIi&DERED TO K A SINGLE SIGN. 1. MOLWTNO HEIGHT Lh) OF THE MAJOR SIGN ABOVE THE SECON#IARY SIGH SHAA.L 6E B' WNMIIM. i W - 40.6M X CS1GN PANEL WIDTH) 5. SiRUC7URAL DESIGN SHALL BE N ACCORDANCE WITH AASHID STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS. LUMIARES AND TRAFFIC SIGNALS, 4TH EDITION 2001 WITH A WIND LOAD OF 120 MPH., S. SQUARE TUBE SIGN POST LARGER THAN 2 INCHES SHALL NAVE AN FHWA APPROVED IiRFAKWAY SUPPORT SYSTEM C0W0$ MING TC AASHTC'S STANOARO SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES AND TRAFFIC SsCNALS. 7, SIGN PAN11 SHA -L BE N ACCOHDANCE WI 114 SPD -S. rOFICATION TWO POST INSTALLATIONS 5"IP-t THREE POST INSTALLATIONS wIEEE NOTE &I 7"WA TABLE FW Salmi TUBE H(7.4i' ATTACHMENT DETAILS 5r2ECENTROID O€ POST GENERAL NOTES M A t T T 0- T P t 1 TRI- -Pn. T MW, STEEL I]� 1i T. 29 14.56 21.87 INCH 12 GA ID L. E6 13.72 20.58 F2 b. 48 12.96 19, 44 2NCH Ni CA B 10.23 20. 46 ;50.69 10 6. 19 16. 36 Z4, 57 12 6.92 93, E4 20.46 1'11'111 k I I I ill i I I g 1169 27.38 41.07 2/NADH 10 GA. 10 10.95 21.90 32.85 12 S. t2 )8.24 2T.JJ6 S�I{Iy 2}j�INCH 21��=H 8 23.92 47.64 71„76 1a 13.14 3a.2a 57.42 10 GA 12 15.95 3119C 47. 85 `THE. MER POST SHALL BE NO LESS THAN( 6 FELT IN LENGTH. CENTROID SHALL BE DETERVINEC IN ACCORDANCE WITH PCS -i. EFERENCF SQUARE TUBE SIGN POST TDG VIRGINIA DEPARTMENT OF TRANSPORTATION 'TP-' FOUNDATION DETAILS POSTS SHALL HE RFMOV ASL( FROM ANCHOR SLEEVE AFTER CONCRETE HAS SET SIGN PLFSF I 2 )6" OR 2 1/1" z 10 GAUGE • • SQUARE TUBE =m PCI SEE DETAfL A - 2" ■ 12 GAUGE ; i 1 SQL)ARE TUBE SLIP BASE SIGN POST � ! � 1 /^-SEE ROTE 40.6 2 CORWR 6OLTS SLIP BASE-., •4. SEE DETAIL D tt5 • A � 7 Gr - 2%g "� 1IGII • 1 ANCHOR SLEEVE '• r ' I. ANCHOR SLEEVE 3". 7 GAUGE " i � ♦ � r + E ANC}10R SLEEVE SIGN PE ss l DETAIL B { iy • • CORNER dCRT 11O - ANCHOR SLE£YE - oA a ,-CONCRETE CONCRETE 0111• -� �i CLASS A3 CLA55 A3 - ! • �r - I DETAIL A SIGN POST TO BE INSTALLED CN SLIP BASE IN ACCORDANCE Al WITH MANUFACTURERS RECCUAUENOATIONS SIGN PANEL ATTACHMENT DETAILS GLASS MEETING 06 GRADATION RESiUiREMENTS. GENERAL NOTES FABRIC CORNER BOLT NYLON WASHFR MW, STEEL I]� AL JMUNUM 4R STEEL ��RWETS I. UNLESS SKOFICAL.LY JND€CA7ED, COMBNATIUN UNDERDRAN WILL NOT BE r LOCATED AT THIS POINT WHEN BOTH SUBBASE AND "GRADE ARE STABILIZED. 'SQUARE TUBE 2 TRENCH SHALL BE FILLEDWITHAGGREGATE AND THROUlGHLY HAND TAMPED TO O U � ¢ 0 Lu INSURE COMPACTNESS. SIGN POST 3 CUTLET PIPE SHALL BEGIN AT THE EDGE SIF THE TRAVEL LANE PAVEMENT AND x 31%" HEX SHALL BE PLACED ON A GRACIE PARALLEL TO THE SHOULDER SLOPE 2 % MIM (3 % ,-, a! �I.r DESIRABLE) GRADE NEW BOLA ViLFL AT CRUSHING STTRENOT14 IN. We rt 1lNl f,SS S.. . 4. ON CURD AND GUTTER SECTIONS, WHERE IT IS WCS54XE TO OTHERWISE PROVIDE WASHER AND L00R TYPEOF PIPE -- - 1'11'111 k I I I ill i I I Y OUTLETS FOR t1NDER0RAHVS, THEY ARE TO BE LOCATED $O AS TO DRA)N INTO DROP• WASHER UNDER NUT -` VV T. 4" NO 01WFTEU1 -W.7. 6" NOM. DIAMETER INLETS OR MANHOLES. ANa A NYLON WASHER SMOOTH WALL PUC lila 6.155 W _ _NDE.R HEAD SL400TM WALL PE 70 PSI 0,.* 70 PSI .40(X NOTES: WITH OUTLET PIPE ON LOW SIDE ONLY. SIGN PANEL 6. INVERT ELEVATION AT OUTLET EPI'} Of OUTLET PIPE TO BE A MINIMUM OF T-0" ABOVE NYLON WASHER SHALL BE VilTHICK CORNER BOLTS SHALL AE " OLA CARRIAGE i K WALL THICKNESS IMA) UNIMMUM WITH AN OUTWE DIAMETER .ICAO OF 1'" AND AN INSIDE DIAMETER OF %t"' BUILT WITH SERRATED FLANGE NUT. BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE.. 3k E3x TESTED ACCOR[)ING TO ASTM D-2412 Al 5% DEFLECT€0N, CORNER BOLTS SHALL BE USED FOR ATTACJRWC TOP OF SIGN PANEL SHALL BE FLUSH THE SOUARE TUEW SIGN POST TO THE ANCHOR STRUCTURE. WITH THE TOP' OF THi POsl. SLEEVE OR SLIP BASE. COMBINATION UNDERDRAIN SIGN PANEL DESIGN SHALL, BE IN ACCORDANCE ROVu? ANC ERIOGE STANDARDS V WITH STANDARD SPD -S. SHEET 1 GF 1 REVISION DATE (AT LOWER END OF (ii.ITS) - L, 108.04 SPECIFICATION VIRGINIA SQUARE TUBE SIGN P R"eP"ERENCF POAD AND BRIDGE STANDARDS ROAD AND BRIGCE STANDARDS OST HLYISION DATE SHEET 1 OF 3 SHEET 2 OF 3 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 700 1321,10 1321.11 - C3 -I I'_UT SUBBASf 5UBGR:ADE FILL . COMBINATION UNDERDRAIN CD -1 AT LOWER END OF CUTS CENTER LINE SECTION (MITI TYPE ISE] ECT MATEPIAL; TOP OF CUT TRAVEL LANE 451} IEW•i2 /'I TYPICAL! TRENCH PLACEMENT EDGE OF PAVEMENTPAY LIMITS FOR ~ OUTLET PIPE TO SHOIJI-CER LINE 9Et91 WIT14 45+ +--- PAVEMENT SURFACE & BASE ELBOW TOE OF FILL SUBBASE C `OA./ -12 SELECT MATERIAL TYPE IOR � tTYPRCALI c - 45'7 AGGREGAIE, K8 AG;GREGATE OR CRUSHED GLASS MEETW4G M8 GRADATION REQU4TEMENTS. PLAN VIEW GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD -1 COMBINATION UNDERDRAIN) OR PAVEMENT SURFACE 1!, BASE SUBBASE OR CEMENT STABRLUZED SUBBASE o a o G o a 0.0P . '�-SELECT MATERIA). TYPE D OR SUBGRADE o -o.6 o -c (CEMENT OR LIME STABILIZED) GEOTEXT€LE 457 AGGREGATE, N8 AGGREGATE OR CRUSHED DRAINAGE" J/ �f 1 D„ GLASS MEETING 06 GRADATION RESiUiREMENTS. GENERAL NOTES FABRIC 4•' 4:1 4 R�' t l! 0.361 PLAN MW, STEEL I]� AL JMUNUM 4R STEEL ��RWETS I. UNLESS SKOFICAL.LY JND€CA7ED, COMBNATIUN UNDERDRAN WILL NOT BE r LOCATED AT THIS POINT WHEN BOTH SUBBASE AND "GRADE ARE STABILIZED. tr� 2 TRENCH SHALL BE FILLEDWITHAGGREGATE AND THROUlGHLY HAND TAMPED TO O U � ¢ 0 Lu INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3 CUTLET PIPE SHALL BEGIN AT THE EDGE SIF THE TRAVEL LANE PAVEMENT AND 3" SHALL BE PLACED ON A GRACIE PARALLEL TO THE SHOULDER SLOPE 2 % MIM (3 % ,-, a! �I.r DESIRABLE) GRADE _VEfi iC, IN +kL-'ti CRUSHING STTRENOT14 IN. We rt 1lNl f,SS S.. . 4. ON CURD AND GUTTER SECTIONS, WHERE IT IS WCS54XE TO OTHERWISE PROVIDE SINGLE POST TYPEOF PIPE -- - MEDIAN INSTALLATIONS Y OUTLETS FOR t1NDER0RAHVS, THEY ARE TO BE LOCATED $O AS TO DRA)N INTO DROP• RAL STEEL POST -` VV T. 4" NO 01WFTEU1 -W.7. 6" NOM. DIAMETER INLETS OR MANHOLES. AT 1.3':3-LBS.IFT.OR SMOOTH WALL PUC lila 6.155 W 5. ON SUPEREaVATED SECTIONS, TRENCH 15 TO BE UNDER ENTIRE PAVEMENT AREA w z SL400TM WALL PE 70 PSI 0,.* 70 PSI .40(X WITH OUTLET PIPE ON LOW SIDE ONLY. �O ❑� 6. INVERT ELEVATION AT OUTLET EPI'} Of OUTLET PIPE TO BE A MINIMUM OF T-0" ABOVE (1) INVERT ELEVATION OF RECeN N6 DRAINAGE DITCH OR STRUCTURE: i K WALL THICKNESS IMA) 7. ALL CONNECTIONS (ELBOWS, WYES. ETC.) WITHIN PAY LIMITS FOR OUTLET PSPE ARE TO -OUCHES BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE.. 3k E3x TESTED ACCOR[)ING TO ASTM D-2412 Al 5% DEFLECT€0N, W 8 IDUTLET PIPE TO BE SECURELY CONNECTED TO EW -120.R, OTHER DRNNAOE W STRUCTURE. �" STANDARD COMBINATION UNDERDRAIN R LEEPEI GE AtCf ROVu? ANC ERIOGE STANDARDS V F - SHEET 1 GF 1 REVISION DATE (AT LOWER END OF (ii.ITS) - L, 108.04 CD N VIRGINIA DEPARTNIE,'i? I,'�F 'rRkj-_,-0RTAT1IJPl -GI 1. All proposed slgning and pavement marking 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 1), 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 stick be modified in the field to insure that the proposed pavement markings continue until existing pavement markings can be matched. "j. All signs shaft be in accordance with VDQT Standard )NSP --1 unless noted. 7. Sign support posts shall not be located within 3' of the 5 -foot wide 'sidewalk. 3_ 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 prior to erecting signs, D_ All signs and pavement markings shaft be reviewed in the field with the VDQT Inspector prior to installation - 10.A11 permanent sign posts to be tube type posts VDQT STP -1. Wooden posts only allowed for construction traffic signage. HDCP SYMBOL (WHITE) SDUD BLUE BACKGROUP a JI , - OIMEN51aNSCLASS A3 PIPE I D SLOPE CONCRETE L 1 CUBIC YARDS 2. OUTLET PIPES SHALL BE RIGID NOWERFORATED, SMOOTHBORE PSP(. MEETING THE REQUIREMENTS OF 70 P51 TESTED ACCORDING TO ASTM 2412. 3, EXPANDED STEEL MESH SL-46TTENED? SHALL HAVE OPENINGS 6F APPROX, Ij" X. 1" AND WEfGH APPROX.. .P v O.B2 LHS PER S0. FT. MES $HALL I H S AL BE CALYANRZEO N ACCORDANCE WITH ASTM A;.,3.THE MESH SHALL EXTEND A MNIMUU OF V ABOVE THE O.D. OF THE PIPE. AND IS A BARRIER FOR RODENTS, ETC - THE SLOI' FOR IPE STEEL MESH IS Tp BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR CLEANOUT PURPOSES,B" 4. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 5. STEEL POSTS AND PLATES TO BE PAINTED OR GALVANIZED IN.ACCORDANGE. WITH THE RDAD AND - 4-' 2-E 2' .5 i'-2 .I°' 0.14 4" X 8,. X 4•' 4:1 4 R�' t l! 0.361 PLAN MW, STEEL I]� AL JMUNUM 4R STEEL ��RWETS 3" r CURB PAct tr� 13/4" 4" O U � ¢ 0 Lu 13/4" 1" MCOMPATIBL ATERIAL. -PIPE COUPLER TO BE CAST INTO ENDWALL, 3" G ,-, a! �I.r I aI iJal _VEfi iC, IN +kL-'ti 611 IN. We rt 1lNl f,SS S.. . EW -12 AND PROVIDE A POSITIVE CONNECTION FOR SINGLE POST 2" MEDIAN INSTALLATIONS WRONG WAY SIGN ANQ DO NOT ENTER SIGN ON EXIT RAMPS 13A;if l ONE WAY SIGNS ON EXIT RAMPS WITH STOP SIGN ONE WAY SIGNS ON EXIT RAMPS SQUARE TUBE SIU,N POST *IaKGIUA=E-:-xda-1 U, i' r GCI- -LIMITS OF PAY FOR -PAVEMENT t OUTLET PIPE SU13E3ASE TOP OF CUT- : SU@GRADE` y�� TOE=SZHOULDER Of FAL'. CONIMNADON UNDERDRAIN NL' �' ITYPICALI� 'P LINE F)IT,'1 IJ LINE 1 _ EDGE 17F PAVEMENT COMBINATION UNDERDRAIN CIS -2 ON FILLS TRAVEL LANES CENTER LINE SECTION-- - - - PWITH TYPE I SELECT MATERtAl:1 } IBJ EDGE OF PAVEMENT TRENCH PLACEMENT SHOULDER LLA£ `rP�cAJ„a-�')`�1 roE OF FILL -* PAVEMENT SURFACE � BASE f C o q o cs.b o- s o ;SUpgA LIMITS OF PAY FOR O€iTLET PIPE. t,:a . v • n n a ,_ SELECT MATERIAL TYPE I ORII PLAN VIEW SHOWING PLACEMENT OF {3 -4- r1 q.q O O q CD -2 UNDERDRAIN 457 AGGREGATE, 08 AGGREGATE OR CRUSHED GEOTEXTILE C GLASS MEETING 08 GRADATION REOIAREWNT5. DRAANAGE �--.:� NON -PERFORATED OUTLET PIPE FA J CRUSHING STRENGTH OR TYPE OF PTFE -A W F. 1, NOW DIAAAETER 7 W T E. NOM DIAMETER SMOOTH WALL PVA 103 D.153 +-PAVEMENT SURFACE Bfu�'E SMOOTH WALL PE i0 PS1 70 PSI. ®.a' - ° c`"' o o c"a c' a o a o - - SUBBASE OR CEMENT STABN.iZED SUBBASE H WALL ThRCNIvESS tMIV1 -INCHES pflgp Cj. gvpO -SELECT MATERIAL TYPEII OR SUBGRADE (CEMENT OR LINE STABILIZED.) )O(X TESTED ACCORDING TO ASTM D•2412 AT 5 % DEFLECTION 4.57 AGGREGATE, It 8 AGGREGATE OR CRUSHED DGECTEk R AGTI E LE GLASS MEET G 68 GRADATION REQUIREMENTS. FABRIC GENERAL NOTES 1. T H E F r BENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY NAND TAMPED T INSURE COMPACTNESS. APPROACH SLAB rPAVEMENT 2. OUTL€T PPE SHALL BEGN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN. U x DESIRABLE) (',RADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS WIPOSSIBLE TO OTHERWISE PROVIDE -r 1 OUTLETS FOR UNDERDRAWS,THfY ARE TO BE LOCATED 50 AS TO DRAW INTO DROP C0-2 S Ci INLETS OR MANHOLES. SIZE NG, 21ATC8ATE 6A� E.MM MATERIAL DEPTTYPE I i� ♦. ON SIUPERE; EVATED SECTIONS. TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 5. T T I INVERT ELEVA KIN A OUTLET ENO Of OUTLET PIPE TO BE A MINIMUM T)F 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH DR 51RUCTURE. PLACEMENT OF CD- UNDERDRAIN AT 4. ALL CONNECTIONS [ELBOWS, WYE:S, ETC.) WITHIN PAY LIMIT'S FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO B£ SECURELY CONNECTED TO EW -120A OTHER DRAINAGE STRUCTURE. >PLC,RFICATIGN STANDARD COMBINATION UNDERDRAJN 1VOQi I?ErERENCE ROADAND9Rs0GE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) 501 REVISION DATE SHEET I OF 1 101 VIRGINIA DEPARTMENT OF TRANSPORTATION 106,05 HANDICAP PSG DETAIL N.T.S. HANDICAP SIGN NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIOELJNES FOR BUILDINGS AND FACILITIES. + S' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. 2, SIGNS MAY BE MOUNTED ON THE BUILDING. HANDICAP SIGN DETAIL N.7.S 30" 12" x 18' 5T(), 12" x 6" STIP. STD. U -CHANNEL POST I ---- PROP. GROUND IRE SEI VED PARKING GE5518VAN AGtE " Note: Comb. curb 8c gutter having a radius of 300' or 4e less (along face of curb) shall be paid for as radial a combination curb & gutter. o a A e 4. a. d. This item may be precast 4' or cast in place. _ 2-0" 6" Concrete to be Class A3 if cast in place, 4000 PSI if precast. CG -6R - REVERSE GUTTER N.T.S. (NOT BE USED ON VDQT RIGHT-OF-WAY) STOP OR YIFLO SIGNS AND DO NOT ENTER SIGN AT EXIT RAMPS Y r.714 I - T -T- P, I F 1 CDGE OF EXISING PAVEMENT I (ki DETERMINED IN FIELD) I TACK COAT THE PRCPOSED - CONSTRUCTION .POINT EXISTINGASPHALT LAYERS PROPOSED ASPHALT LAYERS - EXISTING SUBBASE PROPOSED SUBBASE ------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXtSTM SUBBASE ANA REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 1 %z INCH T] -ICK ASPHALT SURFACE C01 )SEE NOTE 5) x MINIMUM 12 INCHES, OR CxREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES= 1, ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN M ACCORDANCE WITH CURRENT VDQT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2, THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED 11-E DEPTHS AND TYPES CF THE LAYERS OF EXISTING PAVEMENT, SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MIN14LU OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TC MTERMIN£ THE TYPE AND THICKNESS OF E)CSTING PAVEMENT LAYERS. THESE COWS SNRT BE SPACwW NO NODE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINI" DEPTH OF 11/Z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIOEWNG SURFACE COURSE. UNLESS WAIVED BY THE ENGINEER. 5. THE ENCRtIZCR MAY REOURE THE MLL114G DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. B. EMSTNG PAVEMENT MAiNNG:9 AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFCRM 'TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATICNS EXCEPT THAT ALL JOINTS AT TIE -W LOCATIONS SHALL BE TESTED JNNG A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(c) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING ISR CCN REV 11/07 FOR WIDENING SUBJECT TO TRAFFIC 305 303-02 VIRGINIA DEPARTMENT OF TRANSPORTATION ITS CW 17 EXPANDED STEEL f1" MESFLA (FLATTENED) BEVEL SLOT DE'FAtL 4PERMITTEU FOR EASY FORM REMOVAL) H T 0 CAL I Ta A Er,1 76.. ISOMETRIC H = ALUR ALLOY W63 -TS -TE3 B .7B T{� LBS ,/FT - .. UNDERDRAIN OUTLET MARKER DETAIL SECTION A -A NOTES: 1. TYPIC T AL ENDWA>LL 70 BE PLACED AT HE ENDS OF ALL 11WDERDRAN OUTLETS, BARRING LOCATIONS WHERE UNDERDRAIN IS TIED INTO OTHER ORNIVAGE STRUC.TLIRES. ENDWALA, TO BE INSTALLED PERPIENDICULAR TO ROADWAY AND FLUSH III THE SLOPE. - OIMEN51aNSCLASS A3 PIPE I D SLOPE CONCRETE L 1 CUBIC YARDS 2. OUTLET PIPES SHALL BE RIGID NOWERFORATED, SMOOTHBORE PSP(. MEETING THE REQUIREMENTS OF 70 P51 TESTED ACCORDING TO ASTM 2412. 3, EXPANDED STEEL MESH SL-46TTENED? SHALL HAVE OPENINGS 6F APPROX, Ij" X. 1" AND WEfGH APPROX.. .P v O.B2 LHS PER S0. FT. MES $HALL I H S AL BE CALYANRZEO N ACCORDANCE WITH ASTM A;.,3.THE MESH SHALL EXTEND A MNIMUU OF V ABOVE THE O.D. OF THE PIPE. AND IS A BARRIER FOR RODENTS, ETC - THE SLOI' FOR IPE STEEL MESH IS Tp BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR CLEANOUT PURPOSES,B" 4. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 5. STEEL POSTS AND PLATES TO BE PAINTED OR GALVANIZED IN.ACCORDANGE. WITH THE RDAD AND - 4-' 2-E 2' .5 i'-2 .I°' 0.14 4" X 8,. X 4•' 4:1 4 R�' t l! 0.361 PLAN MW, STEEL I]� AL JMUNUM 4R STEEL ��RWETS 3" 06 INCH MIN. ALUMINUM PLATE 3/4" OR BOLTS E WITH POS1 13/4" 4" O U � ¢ 0 Lu 13/4" 1" MCOMPATIBL ATERIAL. -PIPE COUPLER TO BE CAST INTO ENDWALL, 3" G 3" COUPLER MUST BE: FLUSH WITH OUTER. SURFACE OF "L 611 WLnLn EW -12 AND PROVIDE A POSITIVE CONNECTION FOR U•TYPE ROLLED 2" 13/4• THE OUTLET PIPE t4" 1R Ell). RAL STEEL POST U l 1�1 �,./ AT 1.3':3-LBS.IFT.OR 1 " W H = ALUR ALLOY W63 -TS -TE3 B .7B T{� LBS ,/FT - .. UNDERDRAIN OUTLET MARKER DETAIL SECTION A -A NOTES: 1. TYPIC T AL ENDWA>LL 70 BE PLACED AT HE ENDS OF ALL 11WDERDRAN OUTLETS, BARRING LOCATIONS WHERE UNDERDRAIN IS TIED INTO OTHER ORNIVAGE STRUC.TLIRES. ENDWALA, TO BE INSTALLED PERPIENDICULAR TO ROADWAY AND FLUSH III THE SLOPE. _.-.. PROW. wcuirivAium). IF r,VRVIw ANAL F004 C.I,Ai .kriA4"4 or.. TIL')., IS ALwMINUM PAR11T OR NO, 11 WHITE PAINT 6. MARKER' TO BE PLAITED AT ALL EW -12 UNOERDRAIN ONSTALLATMS. 7 MARKER WILL BE PWD FAR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS. VDQT A COPY OF THE ORIGINAL SEALED AND VGNEO DRAWING IS ON FILE IN THEA CENTRAL OFFICE.{` SPECIFICATION STANDARO ENDWALL ©R PIPE UNDERDRAIN REFERENCE RDA AND BRIDGE STANDARDS GIS SILfEET 1 OF 1 REVISION DATE 733 941.32 O1fIS VIRGINIA DEPARTMENT Of TRANSPORTATION 302 12" - OIMEN51aNSCLASS A3 PIPE I D SLOPE CONCRETE L 1 CUBIC YARDS 2. OUTLET PIPES SHALL BE RIGID NOWERFORATED, SMOOTHBORE PSP(. MEETING THE REQUIREMENTS OF 70 P51 TESTED ACCORDING TO ASTM 2412. 3, EXPANDED STEEL MESH SL-46TTENED? SHALL HAVE OPENINGS 6F APPROX, Ij" X. 1" AND WEfGH APPROX.. .P v O.B2 LHS PER S0. FT. MES $HALL I H S AL BE CALYANRZEO N ACCORDANCE WITH ASTM A;.,3.THE MESH SHALL EXTEND A MNIMUU OF V ABOVE THE O.D. OF THE PIPE. AND IS A BARRIER FOR RODENTS, ETC - THE SLOI' FOR IPE STEEL MESH IS Tp BE CONSTRUCTED SO THAT THE MESH CAN BE REMOVED FOR CLEANOUT PURPOSES,B" 4. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 5. STEEL POSTS AND PLATES TO BE PAINTED OR GALVANIZED IN.ACCORDANGE. WITH THE RDAD AND - 4-' 2-E 2' .5 i'-2 .I°' 0.14 _ 4" 31 3-5' " r -I '" 0.25 4•' 4:1 4 R�' t l! 0.361 I 2 -lOf+" 1 51%" 0.20 0.30 fi" 4:1 5'-3" 1''3 A" 0.38 1 _.-.. PROW. wcuirivAium). IF r,VRVIw ANAL F004 C.I,Ai .kriA4"4 or.. TIL')., IS ALwMINUM PAR11T OR NO, 11 WHITE PAINT 6. MARKER' TO BE PLAITED AT ALL EW -12 UNOERDRAIN ONSTALLATMS. 7 MARKER WILL BE PWD FAR IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS. VDQT A COPY OF THE ORIGINAL SEALED AND VGNEO DRAWING IS ON FILE IN THEA CENTRAL OFFICE.{` SPECIFICATION STANDARO ENDWALL ©R PIPE UNDERDRAIN REFERENCE RDA AND BRIDGE STANDARDS GIS SILfEET 1 OF 1 REVISION DATE 733 941.32 O1fIS VIRGINIA DEPARTMENT Of TRANSPORTATION 302 12" TVN P $100-$500 FINE TOW -AWAY ZONE 1" 7" 1N Z 3" U) I- w oU) 0 ca .3 d o a 3/4" LU z O U C] In 13/4" 4" O U � ¢ 0 Lu 13/4" 1" 3" 6" 3" � "L 611 WLnLn VAN13/4" ACCESSIBLE 1' 2" 13/4• 1° HANDICAP SIGN DETAIL NOT TO SCALE c 0 CD d 30" LEGEND, BORDER - WHITE (REEL.) BACKGROUND - RED (REEL.) 0 p STOP SIGN - DETAIL NOT TO SCALE 0 C. I o U O Z Z Q H © ILL O >- 0 z m w LL u 0 C) 0Y Z Q ]w� m LIJ w ��O CID Lu U) Tn w 00Z 1:1)Q< Z Z w 2 0� ❑ U J cl) Q � V,% of s DAVID L. N . FRA L iG 0. 1061 L152.5-22-149 C, A 1� CD i.L w04 YLLI Q _ Z q cw j !Y F � O w LL Z = p �u Z r Z rQ V > > } Z U) I- w oU) 0 ca .3 d o a o F_ in > a LU z O U C] In z w 0z w CJ p w � O U � ¢ 0 Lu U7 z C3 w o � WLnLn U l 1�1 �,./ w12 W o w z Q �O ❑� IT (1) C14 a> h a coVJ Z W W W z U w C/) V F - Z CD CV 0 fV 0 TN CD N T C) c1 w W N U1Y V i LV N ❑ CD i.L w04 YLLI Q _ Z q cw j !Y F � O w LL Z = p �u Z r Z rQ V ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PRo�ECT FRED1 702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS6002 SHEET 2$ OF 29 > > } U) I- w oU) 0 ca .3 d o a o F_ in > a LU z O U C] In z w 0z w CJ p w � O U � ¢ 0 Lu U7 z C3 w o � w12 o LID IT (1) C14 - z 2 �RI2CD0I CD CV 0 fV 0 TN CD N T C) c1 w N U1Y O LV N ❑ Uii sT V [V 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. PRo�ECT FRED1 702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS6002 SHEET 2$ OF 29 NYLOPLAST DRAIN BASIN WITH DOME GRAS E, Cx:%C11TEGrRliTl t7l CT1 F.1Now 1 Ci MiaT�111AS 0.0: WNlMUM,PI0EsUakL. DOTH PE¢tPIPE 15) A11A4 E" 1 N EESiiAF l h84 E klRNtiFACTllRER rY' -k" AcRpNO Til P A 3 AFtiABLINuFRTI€FItTS t-1 � Rt=G��lA�t�G�7K�i JgILA13LEI tAG.r�2i31M0, (A11M- htAHUF9:CTtiI PLANT Q -F1 REO. MME AS PAH. SUMP) Iii VARIOUS TVP OF INLLT,& %flLET AQAPTERS AVAILABLE Q 3ti° Fitt I ORR1 KlRTEA "WE (ACLS PF12 iANG{iR DIJAL iFir d.L, AM14 ",R SlttatE �it�;.. ti'rz rte l'vcthF'it (tsx:SgtA �Ii PYG1MW( Skil k),rptC Orr , 0.041 kBE0A i11I WATERTIGGHT.01M dCQi;pAtEp NE'Slr'p4�1Hi OQW6' A Es 1,41'LL FiEGU 1r.IkCA PNZ AWN 43 +s ate 3t�iS4k1 t a', ht DME C,Rs�V OH707nE D541 m5lNs AIT RTHS UM C F AP'CUccT 577E pieAWNG Nfk 4 tsC'N,`, r n s >E" 41 c�A,.�'C!df4NCi T Fa:A.N S a A.1L „QT i � F T.. 6r J& 64' E Cr��J R �&! 1 C 0ETAI-S. !4,rMSAQP iVE WFORP;ASpiSc""�k'E"13.ciC)�ilr'E#J� r S a@cs k.7:1'1ft5 Sec CtR;�, id �lG itk5 fKa e u lac r ON E TVi N 57 46J0HT 7 "TNIs.!i xl L wA TO PS �1 �;�.3t F't:iR QR�#iaw I~ua.CtP�E S<SASFFI^„'eioulC(?R Gt.I�. Y�i,L9 ,�-47hp �ct�ucSELst:A+s'-.a's 5_ �. #iErse,7a4 LtE 4AC7UH sU UN ArIY:,NG€.e i'TO t: -,0DETE"t Rdl>Ii19J64 w8i6'�E 6ESi5+'<=,E31 a615�EkS.�i=U�A9iii�Ni7. "r*,fOt-i#ip'4t� MVE 14D I.0 AJ11?ATWG, § A1k LE ftp D" (V LCN8"-24^, I11"ANN.0146" Fk �rN't�tANtJ �t1�TOtilfl EN S'" NIN CA 3G° 7HF EACKFILi. M ATTRIAt. SRALL EE CRUSNER STONE,014 OTHER R OKILARIIIA'rEItIALMr ETINGTHE A120UlliEt Nr6Or' CtASsi, CLASS, oR CLASS II ATFRl9i § �EFi:Y r lN'i151Mf 2: 4 wNG & rrAC1tFILL FOR SL1RFAae>EDPA114iG£ IH6,ETS ShiAkt.BE. r''LACED&1,0wACTED U31F(3RMLYhAC,'OFOAFICEWTHA9TM0'1. % Ct1.. 00AWNSY tac 4ilA'rERIAi. 31S�Y�Mb C�11'T SE3POtRO, Pk61�FY3`01 DAA 035.1A 4ORy % as fAxOzc %Mal 'F936E' �.6ATE' Q3.31.5®. 6PJJN F'A�1 WITH t�i4bE �hAi@ or, 2U14:'K SSEC 1 %TALLATM 091A d3tBP7S:+__ t.- EFtIET 89F7._._._ it' G$7R...�_...... 7�t.i46°1tt? REV 0 Section 2721 Engineered Surface Drainage Products 13 ENEaRAL PVC surfa,e draortage inlets shai9 include the drain basin type as indicated an the contract drawing and referenced w:ttlsn the.csontraat specifiI The dUctlle iron grates for each of these fittings are to be considered art integral P of the surly drainage inlet and #hail be futmshed by the some manufacturer.. T40 surface drainage Inlets Oall be as rrlan4acitured by Nyloplast e division of Advanced Diairrlagea Systa ns, lir„ or prior approved c-quai. MATERIALS Tt* drain basins requjraofcrthis contract shall be manuf,aetared from PVC PIPstock, ulllizlno a tiierrnoforrning ftrOQass to reform the pipe stock 10 the #puled Icortflguratirtn, The drainage pipe cortraeration stubs shahbe rnanufactured from PVC pipe stack and formed to pracriee a s�swatertightconnectionconnectionavith the spedfie d Pl� i sytatem This jpjrit tightnass snail conform WA TIUI Ii32i2 fax 'ei is frsr drain snit sewer is 'd i e 31Sin fiaxibi� elasttarrlt�€i�saals. Ttt� lfexibla elssa€amens seals shaHz conform to ASTM F477. The pipe till spigot stiff jolneci lsT the Frain basiy of B1e rilein basin rar t;atGl1 iasis. Tlie raw.rnateria€ tJsd to manufacture the pipe stocR that as used to rhariufacture the mala laody and pipe #tuts# bTe surface drairlaga lnll slta4l ctlltfarm to A 7M [31784 Celt cissa 54. The grates and fres fumtshod for all surface dtaina9e iTtiets shall lad ductile iron for sizes 8 10", 121,15". 1S', 24and so" and shall be Made 50cifically f0f each I:"n so as to praulde a round bottom flanges that closely main boas the diameter of the surface drainage Inlet, crates for dram¥ taasins shall be capable of. stoppo ting various wheel loads as specified by iNyloplast. 12' and 1rro 5" square grates w4l be hinged to the frame using Rats. Ductile iron used in the anufacture Or the castings shall conform to ASTIUi A536 grade O bell -r15, Crates and covers shall be,provided painted black. INSTALLATION The specified PVC surface drainage inlet shall be ,nstalle:d using convet banal fiexiksle pipe backfill materials and procedures The bark:fill material shall be crushed stone or ot& granular m tergal meafiltg`the regriirernerls of Gass 1a dass 2; or class 3 material as definM in ASTM D2321, Bedding and backfill for starface drainage inlets shall be well placed and compacted uniformly in a=ctroance with 61M 132321- Tete drain fasts gaily gill be cut at the tune of the final oracle No. bFick sione or concrete thick well be required to set the urate to Lte kraal gfade height. For load rated j !staltatinrls, a co Tcrste slab sf9alf La poured under and around .lWorate and frrarne. The concrete stab most be dealgned taking into comaidaration ill soil ccind'h011s, traffic tcedirlg, and tether applicable dt3sign factors For other installation considerations such as migret;atl of fipes,;growd grater, and waft foundations refer to.AST C 3 1 guidelines 3tStTVERtiHAA9$-... 7H,?f 1N's C#. J r4tbii't d+°?aK't9. 1SRAWN FrY CAA MATMWSUET[,, Ra Std N`ftOPIAB'ritA�aNPRIR.'rRl4Ti TsaE£IECTxE�:'- 97ip45:dibd3' ,.. 'FY3S0`r.S�OFIc'�TSASif OGEE ;"Cd�l�E3., -... ddG #CY ixa ate. 3� ivNr *lir - TKA ,'�H'ti ,'rhk'U6 gFittcDl:S14NCtR Nylo... laSI xA mm)132-im TeCKALIAL 1F�A�iTf€ir1SMf3!tAI N£f M WaseG-BY �om P�t(F,tEFRAWh ••` I WE lt4ri',toy.i"t'1N(�F'PkI1SJ?Hlri�lCB?rNiY,l4 RSih'SldN - t A114r Hl RgAta4P-iAlwFR�n Cts. w "TE $"t1-16- 8W-3�@{rN?a�aAF IsaEcfFl;ot7>9R$ I iimeao L � r Fp r.CtFFCY3 1TC14 A JPAIE t 3 SET 16F:7 4 WGAD. 141"104lit REV a :aCA,YtSNt14iF"��.�.It L�3.i,.1. x9xs �oe`u - �* FlexfStorm Transition Plate Chart STOtEsS SEL AMIIVSTA ILOVI NGKU"IN AVAJMLL FOR1�'-�Ct"rJGIi�{PAftTtl?f _. <f 01M kffin 45¥i4 ME 1s "�ci ¥'� rrJYi trio y4tul ii let ]� T anf ayd l is t z :P Ilia, <x3 NVr1J601a a"�f..a 145 1T*%T,y16p'aSt St IAB gBs3l"16 Blas fat `F dft!¥ d SHOP DRAWING 1 fay' A �` f`'L �ElllSitidl /7} '�i i3$a A di�iiI of SHOP D RA Y Y I � G Structure D16 Structure 2 Dia. 12 Oty.� Project Name Sherando Park 16 Na sty. Project Name Sherando Park � Na. Prepared By Zack Walburn Grate 12; Domed; LOCKING Prepared By Zack Walburn Grate 1 B: Domed; LOCKING Pennoni Pennoni 540-771-2093 ttf== 540-771-2093 Accessories PlexStorm f=ilter; 540-771-209 nnani.com Accessories zwalburn@pennoni.com zwalburn@p Rim Elev. 72rJ.00 fl. Basin Height 64.2 in. Sump Depth 6.00 in. Rim Elev. 725.00 ft, Basin Height 64.2 in. Sump Depth 6.00 in. Invert Elev. Production Depth Invert Elev. Production Depth Stub size Angle Pipe Type Stub size Angle Pipe Type ft. AMSL inches 9 ft. AMSL inches Branch #1 Branch #2 Branch #3 Branch #4 Branch #5 Branch #6 6 in. PVC SCH.40 8 in 243 ° HDPE Transition Plate Flexsturm Notes Grate Description Dark # Size i `:Si3llsf. riittlC�t: i k; rT ja �t Jlai'rs € i t1@ 31 .,.,w r� 7se a -. QUALITY:MAT�Rt�iS9H:Ai CJNFORI,tTaASTrWItS des 35 hw-, t0 (tome Tr.lu MvIBi iiami� rrareeiess !s'ti rddl_iJt2i E"i t% ..: Nii ,lctfF r+.tlgir;6l ; Gf§ 4f �.a"`ice xI g aft! a ira'4`x 1#4ri£s9i.F(7P iso=)4t'Pi '- LOCKIh O DE`1ICE AVAILABLE UrW ¢iEtTilW Ll ° A'?I7 . J ;�':'Tl. t ,- eW,al IYarna. framelass transition Dendinti % _.�. <e ,. _ ::- r .'- G.£�1r� 't�. a.49�� .. _ _ .... ',�' k�;+n 6-'•' $`m(I �Li iii lei 2 ft x 2 I x 12 in Curb lnhl - 5,:12AG YP 1 12 'Dti Tr.i: r R#riRS�51-74x3 2 ft.)A 2 ft y 18 ki r urb Inlet 551'8AGTP 18, 01" L N s t# e..t:% it1 �et}d" tit T 24 1 3 REIASED6V 2 ft x 2 it x 30 Irl Gurb Inlet `j51 EAG 1 13,0 . C) C7Nt'�THiR4ri`NHiiaRr,%l5".IfiFr:'s%htA'iWti ...k1. (.YN!.S.;F ll­l.Pi 0 - ft x 3 I x 24 in Curia Inlet 5a18AC�TE .,z C #ITAHYA €1met. tilt St>xit4;F"S�T8 r7FAF'R" FATE HIM,-, aBsae ;T' ?�" ''x ,:%A, T.,P$ChLl ' I ISR VANAE G'fATZ 2 ft x<it x t 8 in holl Curb Inlet r 618AGT, 1 ; 5 1 tns[ 4 sans may a ,i 1�i I 2 ft.% 3 It € 30 In Roil Curb Inlet 5a18AGTP30Rt 7 R9., il.tn`; may a I i�T trS PtJJ rISHII i A 7 52 2A T 12 1 ' 0 2ftx72ftx1 InRoadIHa hW new Vyio -2 5'1�AGIP1u 15 r I - 2ftx�E fl a 24 In flaaxl f{I iaa slew fa 2 atBRGTP7f5�71",% 4 I IzL1 r i ti ,f4 r ,; vt' _ #IM z 2 ft.x 3. It x IS In Load & Hr `ova Waw st la - 2 5618AGTF'1 a 1 x' ZW O 2 ft x 3 it x 30 in Road Fid hwa (nst fe 2 5518AGTP20R RD 12, ILLI 1. �52d1ry5AtGTP1 t a" W 2ftx9git)t15It, sIe,BggarNAyY..,1,11.'�}�� s} 91,7711l i(ain �llEi 413;�It�i1MMIC. 3i Gail Li�1� �lks. 2 ft?t 21ta �' I+1 StG t ,S,>s rAAs� '•IIr 5Ati�l B1_,�1 -.. rot ,Cl ki ;.i9. :;:.. .:.$0}ir.�.ri3 4S Y 2 It x 3 tt x 10 In Steel Bar MAG st ie 551BAGTP18 18' _ 2 ft)( 3 ft x 30 in Steel Bar. MAG Style 551'8AG1-P'30T SBM 18" 01M kffin 45¥i4 ME 1s "�ci ¥'� rrJYi trio y4tul ii let ]� T anf ayd l is t z :P Ilia, <x3 NVr1J601a a"�f..a 145 1T*%T,y16p'aSt St IAB gBs3l"16 Blas fat `F dft!¥ d SHOP DRAWING 1 fay' A �` f`'L �ElllSitidl /7} '�i i3$a A di�iiI of SHOP D RA Y Y I � G Structure D16 Structure 2 Dia. 12 Oty.� Project Name Sherando Park 16 Na sty. Project Name Sherando Park � Na. Prepared By Zack Walburn Grate 12; Domed; LOCKING Prepared By Zack Walburn Grate 1 B: Domed; LOCKING Pennoni Pennoni 540-771-2093 ttf== 540-771-2093 Accessories PlexStorm f=ilter; 540-771-209 nnani.com Accessories zwalburn@pennoni.com zwalburn@p Rim Elev. 72rJ.00 fl. Basin Height 64.2 in. Sump Depth 6.00 in. Rim Elev. 725.00 ft, Basin Height 64.2 in. Sump Depth 6.00 in. Invert Elev. Production Depth Invert Elev. Production Depth Stub size Angle Pipe Type Stub size Angle Pipe Type ft. AMSL inches 9 ft. AMSL inches Branch #1 Branch #2 Branch #3 Branch #4 Branch #5 Branch #6 6 in. PVC SCH.40 8 in 243 ° HDPE 724.25 ft. 57.00in. 724.15 ft. 58.20 in. 7 ArT`uAr t71hAENS1()t15 a�v,.AE"tr DI ARP 114 140'1 i QUALITY:MAT�Rt�iS9H:Ai CJNFORI,tTaASTrWItS des 35 PAji{T: 0ASTI11GSh E iRNISHEI 4ii8+iA9AGKl Ir IV 8-.24" B.ASW 101. W BASIN CUSTOMER NOTES PRODUCTION NOTES For Nyioptast use only Bioretention Basin A NOTE: Drawings need to be Complete. This product is made to order and non -Refundable NYLOPLAST: 3130 Verona Ave, Buford, GA 30518, (866) 868-8479 Nyloplast@ is a registered trademarks of Advanced Drainage Systems@ r s'res responsible for Order Forms are bas4:d on Interpretations of provided details. Customer p Production:_. �, _41.x... s ..;, r ..;r i .E;-. [. i, is nrevi l of order Earn : Branch #1 Branch #2 Branch #3 Branch #4 Branch #5 Branch #6 PVC SCH.4G 720.25 ft. 10 in. 137 ° HDPE 720.15 ft. 57.00 in. 58.20 in. 7 ArT`uAr t71hAENS1()t15 a�v,.AE"tr DI ARP 114 140'1 i I - Ir -24' SI N CUSTOMER NOTES Bioretention Basin B PRODUCTION NOTES For Ny$oplast use only NOTE: Drawings need to be Complete. This product is made to order and non -Refundable NYLOPLAST: 3130 Verona Ave. Buford, GA 30518. (866) 8138-8479 Nyloplast® is a registered trademarks of Advanced Drainage Systems@ irovided details, Customer is responsible for Froductt15n Order Forms are based on interpretations.of .p p canfirnTafion of information and final provai of or(ter.forrn ; R"3.iMq 9-3-1 R C,UTOUT:13 TAIL IN.aTALWAVEM IMM4 WALL UOUNTSHOULA AEI'm Tlti„ STRtUcI TCT few TCA P GT11RaFi44E. ix_.-A.-_..__.e Y E -v ria t3 tA. €]Sisk riRAal'E. rthlE a-iB-I,V Sl H�.'sl1.IN UUl4E 1. om UZI A ISCALE IM BiW SOF3 Wi-11061 REV B 0 m fKW fe 4 4WII a 1299CGD AF"P}#5}i.0 IPiAREA - $2 80 IR AP .' y MHT d 1NO LOS I � A , ECTIO A -A DIMtISIONS"RE FOR RETE CE Ot ILY ArTLK nIrAP"ONS MAY:'VARY Cd ME4N lms ARE IN IN&iE EQUALITY, MATERIALS SHt9LL.rOAFi h€'sO ASTT,1 A i QRA i pA]NT: BLACK FAAIAT LOCKW,DENCEAVAILAaL£'WON'ST 7AS bit ra Gi $ES ,7Esr3 FS7T'r 't�t'A` re, i A4i,"NR'r &BC MATiERW _ '44`sD V6R[ISA.R4tH' N'lLmAfiri+ls5 Y9r le+% Yi 4TS.:'rFik%R t 9si' DOC71LEPRO" OR kLESal7 t aAT as�blrsil & nark aasur. 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V01Si T =51.00L SECTION A -A [iMENS"WO,PRE :F RMR NCF.;)hLY 7 ArT`uAr t71hAENS1()t15 a�v,.AE"tr DI ARP 114 140'1 i QUALITY:MAT�Rt�iS9H:Ai CJNFORI,tTaASTrWItS des 35 PAji{T: 0ASTI11GSh E iRNISHEI 4ii8+iA9AGKl Ir 0 LOCKIh O DE`1ICE AVAILABLE UrW ¢iEtTilW Ll (� < 'E'NImrP3tLtrE,IfiC€.frSL59C1,C.4£s"7fi'eYctMkA!Pises.: TE MW"ByE&i M1fitT@1AL' 189t} E1taMA AVz ti.Ft11$D. i"+k313395 .449'up Fir'HhS iiCP�k ,e, MRIGHT& THEitEIMV 'Dti Tr.i: r R#riRS�51-74x3 PM, ESWNOFY.I#,`.'RFlNrmf3N;*TOVER, iit,W, E:R; S1I8 tlGEtt3E 5't1t_t}SEC9f iB-0E cE51GN OR 5AE 01" L N � a N 1' 4aSt_ FAiCfdT6)'d52 43C iE+;.HN I4tNF41R.h".YIQN; si{ It€t- EfN REIASED6V OCA O>= NkWAM . C) C7Nt'�THiR4ri`NHiiaRr,%l5".IfiFr:'s%htA'iWti li 0 - y W C #ITAHYA €1met. tilt St>xit4;F"S�T8 r7FAF'R" FATE k6.7t"9R: '� �. I ISR VANAE G'fATZ 0 W rVlirK3.�ir4� #f>�i}4E4 - SC3.�rTiiE3 U)L) _ I LL &Is1.�"tFPE TLtf IX 'Ile SH£[r if "rI Nt7, itB®'-t lt3.ilt< REV F.. - A It Y O 0 P Z 3= Z Q 0 LL C] ❑ Z W - ❑ [-L _ W Z a >ma m Uj I:L' ��o w Z tg Z W O©z Z Z n - w _2 t7 N J Q ❑ Cf) {.i CD Z o (D CCOO W )bccs H (A " Q �+ N Q� � U_ W IL CV) ca o r Z W c CN ZCD Z r IqT LU n IL 11-- 5 VTH OF DAVID L. Lic. No. 1061 05-22-10 ►,+CAPE AR1� 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 FRED'S 702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS6003 SHEET 29 OF 29 7 Z 0 ❑ Ll (� < Z W < L N r 11 N Q W 0 w/J > Z T5 w C) CN d ; li 0 - y W rz�� Z '� �. ❑ 0 W z U)L) _ W LL FW- O IL W Z 3: - LL p W Z T aU 0 C.) W U) r I - Z z ZW O W ILLI W Z r2 Vi 0 Lu 0 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 FRED'S 702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS6003 SHEET 29 OF 29 7 Y ❑ Ll (� `� Z w w g U U) V I - z ZW ILLI Z 0 0 Lu 0 C3 v Sc J 0 Ca U Z in p W Lu U3 a w > W Elf (L LL w a - Luoco Lr O a, C3 w < CL M N r O Z - 00 OCs 00 Co 00 0 0 a o Lu CV Cil Cit N CV in ni Ln a Lr) V v C14 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 PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM,. PROJECT FRED'S 702 DATE 2017-11-17 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY DLF CS6003 SHEET 29 OF 29