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HomeMy WebLinkAbout08-18 Site PlanLOCAL UTILITIES WATER/SEWER DISTRICT FREDERICK WATER P.O. BOX 1877 WINCHESTER, VA. 22604 (540) 868-1061 ELECTRIC SERVICE SHENANDOAH VALLEY ELECTRIC COOP 2463 VALLEY PIKE WINCHESTER, VA 22602 (540) 450-2039 TELEPHONE SERVICE VERIZON 404 HILLANDALE LANE WINCHESTER, VA. 22602 (540) 665-3156 CABLE SERVICE COMCAST COMMUNICATIONS 195 RAINVILLE ROAD WINCHESTER, VIRGINIA 22602 (540) 504-0942 GAS SERVICE WASHINGTON GAS P.O. BOX 2400 WINCHESTER, VIRGINIA 22604 (540) 869-1111 CALL BEFORE YOU DIG ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA CALL 1-800-552-7001 SECTION 56-265.17 REQUIRES THREE WORKING DAYS NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC. TICKET NUMBER(S): FREDERICK CO. 12TH ELEMENTARY SCHOOL.. SITE PLAN SP NO. #08-18 FREDERICK COUNTY, VIRGINIA FEBRUARY 01, 2018 REVISED MARCH 28, 2018 REVISED APRIL 17, 2018 REVISED MAY 2, 2018 REVISED MAY 29, 2018 REVISED MAY 31, 2018 PREPARED FOR: OWNER/DEVELOPER FREDERICK COUNTY SCHOOL BOARD 107 N. KENT STREET WINCHESTER, VA 22601 (540) 662-3888 STONEWALL MAGISTERIAL DISTRICT PIN 44-A-292 SOILS MAP ZONED R-4 LOCATION MAP SHEET LIST TABLE Sheet Number �w^ Freyco � 1 COVER SHEET d NOTES & LEGENDS 3 � wAlrtrt Mill [n 3a 4 OVERALL SITE PLAN �\���� I r SITE PLAN -GRADING PLAN AT SITE ENTRANCE 6 SITE PLAN 7 OVERALL GRADING PLAN O vcTu"tr' Stcphenson OP GRADING PLAN (SITE WEST) 9 GRADING PLAN (SITE EAST) 10 UTILITY PLAN 11 SITE DISTANCE PLAN & PROFILE 12 STORMWATER MANAGMENT PLAN 13 STORMWATER MANAGEMENT PLAN DETAILS OLD CNARCES7pK'N STORMWATER MANAGEMENT PLAN DETAILS 15 Ro SITEAO wyrr 16 EROSION AND SEDIMENT CONTROL PLAN PHASE II y EROSION AND SEDIMENT CONTROL DETAILS 18 r rycC. °Ar sOid Charles Town Rn 'Mr 19 WATERLINE PROFILES � �9 SANITARY SEWER PROFILES 21 2 'PO9OA�2 22 STORM SEWER PROFILES cs STORM SEWER PROFILES 23 LANDSCAPE PLAN 24 BIORETENTION LANDSCAPE PLAN Jordan LANDSCAPE DETAILS 26 PHOTOMETRIC PLAN LOCATION MAP SHEET LIST TABLE Sheet Number Sheet Title 1 COVER SHEET 2 NOTES & LEGENDS 3 EXISTING CONDITIONS AND DEMOLITION PLAN 4 OVERALL SITE PLAN 5 SITE PLAN -GRADING PLAN AT SITE ENTRANCE 6 SITE PLAN 7 OVERALL GRADING PLAN 8 GRADING PLAN (SITE WEST) 9 GRADING PLAN (SITE EAST) 10 UTILITY PLAN 11 SITE DISTANCE PLAN & PROFILE 12 STORMWATER MANAGMENT PLAN 13 STORMWATER MANAGEMENT PLAN DETAILS 14 STORMWATER MANAGEMENT PLAN DETAILS 15 EROSION AND SEDIMENT CONTROL PLAN PHASE I 16 EROSION AND SEDIMENT CONTROL PLAN PHASE II 17 EROSION AND SEDIMENT CONTROL DETAILS 18 E&S DETAILS AND NARRATIVE 19 WATERLINE PROFILES 20 SANITARY SEWER PROFILES 21 STORM SEWER PROFILES 22 STORM SEWER PROFILES 22A STORM SEWER PROFILES 23 LANDSCAPE PLAN 24 BIORETENTION LANDSCAPE PLAN 25 LANDSCAPE DETAILS 26 PHOTOMETRIC PLAN 27 FIRE LANE AND SIGNAGE PLAN 28 WATER DETAILS 29 SEWER DETAILS 30 SITE DETAILS 31 SITE DETAILS 32 SITE DETAILS 33 SITE DETAILS Scale: 1" = 1000' Scale: 1" = 2000' 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. PREPARED BY: RESPONSIBLE LAND DISTURBER PENNONI ASSOCIATES INC. NAME: 117 East Piccadilly Street Winchester, VA 22601 T 540.667.2139 F 540.665.0493 SITE PLAN APPROVAL NAME --DATE to SITE PLAN NUMBER 0S—I�J 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 ADMINISTRATOR SME PLAN APPROVAL VALID FOR 5 YEARS FROM APPROVAL DATE DATE K Y OO �z= loin =<I 0 LL 0 Y o z mw- WFW xz0 ww¢ >ma www 4- D O H OF ,N0 UU I w O0Z > W 0 < RONALD A. MISLOWSKY, JR. W< W A No, 20674 o Pq 5-31-18W O'YSIONAL J O O _ U U) } p < W o w0 �2 z LL I V LU a = (A O CD Lu O — 01� z — = Z >-F— LU ::) w O W N o O Y $ U (.5 Z O w� U W pz n W o Y U LL LU 0 W IrfILL Y m w w o U� z 4 Z W 2 O z M, � � U U Y ti Z� Q z2 W O >ti zz a m m C W W � � � w a a w W y w a a i m m m R a ALL DOCUMENTS PREPARED BY PENNON ASSOCIATES ARE INSTRUMENTS OF SERVICE W RESPECT OF THE PROJECT. THEYMENOT INTENDED ORREPRESENTED TO BE SURABLE FOR REUSE BY OANEROR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WROTEN VERIFICATION ORA PTATIONBYPENNONIASSOCIATESFORTIE SPECIFIC PURPOSE INTENDED WILL BE AT ONNERS SOLE RISK AND WITHOUT LIABILITY OR LEW EXPOSURE TO PENNON ASSOCIATE; AND OWNER SHAL INDEMNIFY MO HOLD HARMLESS PENNON ASSOCIATES FRON ALL CUIMS. DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT GRIM1601 DATE 20184LI-M CRANING SCALE AS NOTED DRAWN BY KLM I CJM APPROVED BY MMA CS -1.01 SHEET 1 OF 33 CONSTRUCTION NOTES GENERAL 1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENTAND PERFORMALL WORK INCLUDING RESTORATION FOR ALL IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY FOR THE COMPLETED FACILITYREADYFOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FORALL WORKTO BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENTOF TRANSPORTATION, VIRGINIA DEPARTMENT OF HEALTH, ECONOMIC DEVELOPMENT AUTHORITY( AND THE CONTRACTOOCUMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FORALL CONSTRUCTION STAKEOUT ALLDIMENSIONS, ELEVATIONSAND LOCATIONS SHALL BE VERIFIED IN THE FIELD BYEACH CONTRACTOR PRIOR TO BEGINNING THE WORK THE ENGINEER WILL APPROVE ALL CUT SHEETS. 3. CONSTRUCTIONAC77VITIES SHALL BE LIMITED TO THE HOURS OFB:OOAM TO 5.00 PM, 4, ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATEL YBROUGHT 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 FAITHFULLYADHERE TO THE PERMIT CONDITIONS IMPOSED. 6. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITEIS THE CONTRACTOR'S RESPONSIBILITY DUE TO THE PROXIMITY OF THE PROJECT TO EXISTING STRUCTURES AND UTILITIES, BLASTING WILL NOT BEALLOWED. 7. CUTSHEETS SHALL BE SUBMITTED TO THE ENGINEER FORAPPROVAL 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 AREAPPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE EXACT LOCATION, VERTICALLYAND HORIZONTALLY, OF THE UTIL177ES PRIOR TO ANY EXCAVATION OR CONSTRUCTION. THE CONTRACTOR SHALL CONTACT "MISS UT/LITY'AND ALL APPLICABLE UTILITY COMPANIES FOR CLEARANCE PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO THE COMMONWEALTH OF VIRGINIA UNDERGROUND U77LITYDAMAGE PREVENTION ACT, CHAPTER 10, TITLE 56 OF THE CODE OF VIRGINIA. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ALL EROSIONAND SEDIMENT CONTROL MEASURES NECESSARY DURING CONSTRUCTION INACCORDANCE WITH CURRENT STATEANDLOCALREGULATIONS. DISTURBEDAREAS 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) 638-9973 TO SCHEDULE INSPECTIONS, 10. CONTRACTOR SHALL PROVIDEADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING PUBLIC STREETSAND/OR EXISTING PARKING LOTSAND OTHER PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS, ALLAYDUST, AND TO TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED INA CLEAN, MUD AND DUST FREE CONDITION AT ALL TIMES. 11. ANYSTREET OR UTILITIES DAMAGED BY CONTRACTOR OR SUB -CONTRACTOR SHALL BE SOLE RESPONSIBILITY OF THE PRIMARY CONIRACTORAND PROPERLYAND IMMEDIATELYREPAIRED 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 BEA MINIMUM 4000 PSI AT 28 DAYS. 13. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENT OFALL UTILITYBOXES, VAULTS, OROTHER APPURTENANCES TO NEW FINISHED GRADE ELEVATIONS. 14. CONTRACTOR TO RELOCATE ALL SIGNSAND UTILITIES REQUIRED FOR THIS WORK. 15. ANYPLANNED 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 WRITTENAUTHORIZATION IS RECEIVED PRIOR TO COMMENCING WORK. 17. CONSTRUCTION LIMITS SHALL BE PROPERTY LINES ORAS INDICATED BYPLAN REQUIREMENTSAND 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 REGULAR BASIS AS REQUIRED BY FREDERICK COUNTY. FIRE AND RESCUE 1. BURNING OF CONSTRUCTION DEBRIS AND CLEARING AND GRUBBING DEBRIS ON SITE IS PROHIBITED. 2. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINEDATALL TIMES DURING CONSTRUCTION. EROSION CONTROL 1. ALAND DISTURBANCE PERMIT WILL BE REQUIRED PRIOR TO INITIATINGANYSITE 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 PERMANENTEROSION CONTROL STRUCTURES AND METHODS TO BE INACCORDANCE 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 CONTINUOUSLYMAINTAINED THROUGHOUT THE PERIOD IN WHICHAREAS ARE DENUDED. AREASSHOWN TO BE SURFACEDARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE. NOAREA IS TO REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. 4. CONTRACTOR TO CLEAN UPAND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF PIPE LAYING IN THEAFFECTED AREA. 5. ALL UNPAVEDAREAS OF THE SITE WHICHARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED WITH 4'TOPSOIL,FERTILIZED, SEEDED, COMPACTEDAND MULCHED. SEEDBED TORE WATEREDAND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS COVER. DENUDEDAREASNOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS. 6. ALL EROSION CONTROL MEASURES TO BE MAINTAINED IN ACCORDANCE WITH VESCH HANDBOOK BLASTING REQUIREMENTS IF THE CONTRACTOR INTENDS TO USE BLASTING TO AID IN EXCAVATION, A PERMIT SHALL BE OBTAINED FROM THE FREDERICK COUNTY FIRE MARSHALL. ADDITIONALLY, DUE TO THE PROXIMITY OF A2' AND 6' GAS MAIN WESTAND NORTH OF THE SITE COORDINATION WITH THE LOCAL GAS COMPANY IS REQUIRED. THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF THE CURRENT VERSION OF THE WASHINGTON GAS BLASTING SPECIFICATIONS AND COORDINATE WITH TAMMY LINDSAY (WGL-SHENANDOAH) PRIOR TO BLASTING 703-843-5453 OR TammyUndsay@Washgas.COm. VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT REV. JUNE 19, 2013 MOT GENERAL NOTES VI. All WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (MOT) 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 CONFUCT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT SHALL GOVEPK V2 ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL SAFETY A HEALTH (MSH) RULES AND REGULATIONS. V3. WHEN WORKING WITHIN MOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF MOTS 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 MOT 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 MOT OR PRIVATE / PUBLIC UTILITY COMPANIES IT IS THE SOLE RESPONSIBIUTY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. MOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBIUTY. M. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY MOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION SHALL BE THE RESPONSIBIUTY OF THE DEVELOPER. M. IF REWIRED BY THE LOCAL MOT LAND DEVELOPMENT OFFICE, A PRE -CONSTRUCTION CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR (S), VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND MOT PRIOR TO INITIAT10N OF WORK. N. THE CONTRACTOR SHALL NOTIFY THE LOCAL MOT LAND DEVELOPMENT OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. MOT REWIRES AND SHALL RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY REWIRED OR REQUESTED INSPECTION. V8. THE CONTRACTOR SHALL NOTIFY THE TRAFFIC OPERATIONS CENTER AT (540) 332-9500 FOR ANY TRAFFIC CONTROL PLAN THAT IMPACTS A MOT 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 MOT 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. VNO. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. VII. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED MOT 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 SUBGURFACE CONDITIONS (E.G., UNSUITABLE SOLS, SPRINGS, SINKHOLES VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND MOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. VI3. ALL FILL MEAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A MOT 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 ME SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE ACCEPTED BY MOT AND THAT TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE MOT STANDARDS AND PROCEDURES. I FrFNII V23. MOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON THESE PLANS IN ACCORDANCE WITH MOTS INSTALLATION CRITERIA FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO BE GIVEN BY MOT 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 OG --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 MEMS OF EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO DETERMINE THE TWE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL SUBMIT COPIES OF BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND MOT FOR APPROVAL PRIOR TO CONSTRUCTING BOX. FOUNDATION DESIGNS SHALL COMPLY WITH DOT ROM AND BRIDGE STANDARD PB -1. CONTRARY TO THE STANDARD, WHERE ROCK IS ENCOUNTERED AND CAST -IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE SIX (6) INCHES WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STMIUZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY MOT. FREDERICK COUNTY SANITATION AUTHORITY 1. THEAUTHORITI^S WATERAND SEWER STANDARDSAND SPECIFICATIONSAREAVAILABLEAT WWW.FCSA-WATER.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 THEAUTHORITY. 4. THE CONTRACTOR SHALL CONNECTA 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 PROPERLYALIGNED 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. ALL 578'X3/4, 314", 1", 1112* 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 HAVEA 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 MEETASSE STANDARD NO. 1048 OR 1047. ANY EXTERIOR, PRIVATELY OWNED FIRE LINE SHALL ALSO HAVE AFIRE SERVICE METER. THISASSEMBLY 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, AND70R 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 TAX IDENTIFICATION NUMBER-------------- EXISTING NEW DESCRIPTION V14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTIUTY/STORM FLYFOOT DRIVE CURRENT USE ........................................................ VACANT SEWER TRENCHES SHALL BE COMPACTED IN ACCORDANCE WIN THE UFT ELEMENTARY SCHOOL - LIMITS OF CLEARING AND GRADING THICKNESSES, DENSITY AND MOISTURE REQUIREMENTS AS SPECIFIED IN THE CURRENT 20.09 ACRES LOT AREA DEVELOPED ......•••.•............... 15.85 ACRES MOT ROAD AND BRIDGE SPECIFICATIONS CERTIFIED COPIES OF TEST REPORTS ----5.70 ACRES DISTURBED AREA ................................................... 16.05 ACRES SHALL BE SUBMITTED TO MOT DAILY, UNLESS SPECIFIED OTHERWISE ..... ....... REZONING 06-03 A 8" REQUIRED PROVIDED FRONT 35' 179+/ - -S � SANITARY SEWER WITH MANHOLE V15. VDOT STANDARD CD AND UD UNDERDRNNS SHALL BE INSTALLED WHERE INDICATED Sq 161'+/ - CL CLASS ON THESE PLANS AND/OR AS SPECIFIED BY MOT. W LV 8" WATERLINE N6. A POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION SHALL BE CONDUCTED CONCRETE RCP BY THE CONTRACTOR ON ALL PIPES IDENTIFIED ON THE PLANS AS STORM SEWER G CWRCHILLED GAS LINE PIPE AND A SELECT NUMBER OF PIPE CULVERTS FOR PIPE CULVERTS, A CWS CHILLED WATER SUPPLY MINIMUM OF ONE PIPE INSTALLATION FOR EACH SIZE OF EACH MATERIAL TWE WILL E SBL UNDERGROUND ELECTRIC SERVICE BE INSPECTED OR TEN PERCENT OF THE TOTAL AMOUNT FOR EACH SIZE AND SEC DIP DUCTILE IRON PIPE MATERIAL TWE SUMMARIZED. ALL PIPE INSTALLATIONS ON THE PIANS NOT EA EACH BHT IDENTIFIED AS STORM SEWER PIPE SHALL BE CONSIDERED AS CULVERT PIPE FOR T SS TELEPHONE LINE INSPECTION PURPOSES. ADDITIONAL TESTING MAY BE REWIRED AS DIRECTED BY THE AREA LAND USE ENGINEER OR THEIR REPRESENTATIVE. _ _ _ =C)-- _ _ _ ONEENENC� STORM SEWER STR EVCE END VERTICAL CURVE ELEVATION TO V17. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED C ::1 TELCO DROP INLET STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE TP FT FEET RESPONSIBWTY OF THE DEVELOPER. F.F.E. FINISHED FLOOR ELEVATION TYP F.H. FIRE HYDRANT UGE CONCRETE VTR PRIOR TO MOT ACCEPTANCE OF ANY STREETS, ALL REWIRED STREET SIGNAGE UST FOS FUEL OIL SUPPLY AND/OR PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER IN G.V. GATE VALVE CG -6 ACCORDANCE PATH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES HORIZONTAL WWF INV VISI. THE DEVELOPER SHALL PROVIDE THE MOT LAND DEVELOPMENT OFFICE WITH A UST W VM ® CG -6R OF ALL MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPES OF MAX MAXIMUM WV ALL INVOICES FOR MATERIALS UTTUZED WITHIN ANY DEDICATED STREET METAL LIGHT POLE 9 RIGHT-OF-WAY MUST BE PROVIDED TO THE LOCAL MOT LAND DEVELOPMENT OFFICE - - 690- - 690 CONTOURS PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. F . ASSY FIRE HYDRANT ASSEMBLY V20. AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY X (690.50) + 690.50 SPOT ELEVATION MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE w 0 DENSITY CONTROL STRIP IN ACCORDANCE WITH SECTION 304 OF THE MOT ROAD 2 AND BRBGE SPECIFICATIONS AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN U 0 BUILDING SHALL PERFORM THESE TESTS CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO MOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO CHECKING ^ w STONE DEPTHS A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE {y o -p UTILITY POLE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE 00 a N o DENSITY CONTROL STRIP. o Z 6 U z U u� a SIGNPOST V21. ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION > 315 OF THE MOT ROAD AND BRIDGE SPECIFICATIONS DENSITY SHALL BE w a m w rc DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND - - PROPERTY LINE VBN-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO MOT DAILY, UNLESS ¢ SPECIFIED OTHERWISE A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE a Y FIRE HYDRANT ASSEMBLY OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE p CONTROL STRIP. y W V22. IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS GATE VALVE THIRTY-SIX (36) INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO DETERMINE THE TWE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE o: LIGHT POLE ENGINEER AND MOT FOR APPROVAL PRIOR TO PLACING PIPE. FOUNDATION DESIGNS d SHALL COMPLY WITH MOT ROAD AND BRIDGE STANDARD PB -1. WHERE SOFT, N 0 YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABIUZATION SHALL BE ^ m DETERMINED BY THE ENGINEER AND APPROVED BY MT. V23. MOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON THESE PLANS IN ACCORDANCE WITH MOTS INSTALLATION CRITERIA FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO BE GIVEN BY MOT 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 OG --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 MEMS OF EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO DETERMINE THE TWE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL SUBMIT COPIES OF BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND MOT FOR APPROVAL PRIOR TO CONSTRUCTING BOX. FOUNDATION DESIGNS SHALL COMPLY WITH DOT ROM AND BRIDGE STANDARD PB -1. CONTRARY TO THE STANDARD, WHERE ROCK IS ENCOUNTERED AND CAST -IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE SIX (6) INCHES WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STMIUZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY MOT. FREDERICK COUNTY SANITATION AUTHORITY 1. THEAUTHORITI^S WATERAND SEWER STANDARDSAND SPECIFICATIONSAREAVAILABLEAT WWW.FCSA-WATER.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 THEAUTHORITY. 4. THE CONTRACTOR SHALL CONNECTA 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 PROPERLYALIGNED 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. ALL 578'X3/4, 314", 1", 1112* 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 HAVEA 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 MEETASSE STANDARD NO. 1048 OR 1047. ANY EXTERIOR, PRIVATELY OWNED FIRE LINE SHALL ALSO HAVE AFIRE SERVICE METER. THISASSEMBLY 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, AND70R 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 TAX IDENTIFICATION NUMBER-------------- 44 A 292 EXISTING ZONING .............................................. R4 SITE ADDRESS ........................................................315 FLYFOOT DRIVE CURRENT USE ........................................................ VACANT PROPOSED USE ...................................................... ELEMENTARY SCHOOL MAGISTERIAL DISTRICT ........................ ..-........ STONEWALL TOTAL PARCEL ACREAGE .................................... 20.09 ACRES LOT AREA DEVELOPED ......•••.•............... 15.85 ACRES LOT IMPERVIOUS AREA ............... ... . ----5.70 ACRES DISTURBED AREA ................................................... 16.05 ACRES REZONING NUMBER .... ..... ....... REZONING 06-03 YARDS/SETBACKS REQUIRED PROVIDED FRONT 35' 179+/ - SIDE 15' 134'+I - REAR Sq 161'+/ - PARKING SETBACKS REQUIRED PROVIDED FROM RIGHT -0F -WAY 10' WA FROM PROPERTY LINE 5' 10'+/ - BUILDING HEIGHT 45' (MAX.) ......................... ..... 43'-8" PROPOSED BLDG GROSS FLOOR AREA ..............• 68,413 SF. PROPOSED FUTURE EXPANSION MIN BLDG GROSS FLOOR AREA .................................... 1,896 SF. FLOOR AREA RATIO (1.0 MAX).............................0.06 GREEN SPACE PROVIDED: ......... I .................... .(71.61%)14.38 ACRES AREA OF EXISTING WOODLANDS .............................10.81 ACRES PERCENTAGE OF WOODLANDS DISTURBED ........... 0.75 ACRES (6.94%) ESTIMATED SEWER AND WATER USAGE .....•..6,000 GPD NOTE: THE MAXIMUM HEIGHT ALLOWED FOR THE PROPOSED SCHOOL SIGN IS 12'. THE MAXIMUM SIGN AREA ALLOWED IS 50 SF. SIGNS SHALL BE IN CONFORMANCE WITH SECTION §165.201.06 OF THE FREDERICK COUNTY ZONING ORDINANCE. ABBREVIATIONS AD AREA DRAIN MECH APPX. APPROXIMATELY MEP BLDG BUILDING MH B.M. BENCHMARK MIN BMP BEST MANAGEMENT PRACTICE MSE BRL BUILDING RESTRICTION LINE NEIL BVCE BEGIN VERTICAL CURVE ELEVATION SEW BVCS BEGIN VERTICAL CURVE STATION H BW BOTTOM OF WALL OCE Cl CAST IRON PROP CL CLASS PVC CO CLEANOUT PVI CONIC CONCRETE RCP >MOMO ROW CWRCHILLED WATER RETURN RTE CWS CHILLED WATER SUPPLY DI DROP INLET SBL DIA DIAMETER SEC DIP DUCTILE IRON PIPE SF EA EACH BHT EC EROSION CONTROL SS ELEV ELEVATION STM ES END SECTION STR EVCE END VERTICAL CURVE ELEVATION TO 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 UST FOS FUEL OIL SUPPLY VDOT G.V. GATE VALVE VERT HORIZ HORIZONTAL WWF INV INVERT W VM LOD LIMITS OF DISTURBANCE W/ MAX MAXIMUM WV MLP METAL LIGHT POLE 9 HCP MSP METAL SIGN POLE F . ASSY FIRE HYDRANT ASSEMBLY 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 SQUAREFEET 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 ...• .............••.••...70 (1 PER FACULTY AND STAFF MEMBER & �- OTHER FULL TIME EMPLOYEES) W 4 (1 PER VISITOR) TOTAL PARKING SPACES REQUIRED 74 PARKING SPACES PROVIDED ..........................462 (137 CAR SPACES/ 15 BUS SPACES) H.C. SPACES REQUIRED .. - - -- .. 5 (1 VAN ACCESSIBLE) H.C. SPACES PROVIDED . .. ............. .. T (7 VAN ACCESSIBLE) LOADING SPACES REQUIRED ......................... A LOADING SPACES PROVIDED ............................ 1 PRESENT OWNER: SCHOOL BOARD OF THE COUNTY OF FREDERICK, VIRGINIA INST#150012233 INST#150001469 M 1^ 2 tMs�� �- O W a0 O C/) c%4 � If U) m _ N ZW Z c °o 0 Lu H KY CC U 3 Zxc� UWy 000 mW2 � W W rL8W O >MOMO W F W Nj OtiF,LTH Op i LU �O www w �oZ a m o ¢ RONALD A MISLOWSKY, JR LU Q UJ n ND.20674 �a o N �0 5-31-18 o $10 L J O O U o F -c a W o Z 0w °D z w 2 co Jul W w o a W (o u Z Lw w r > w r o UN NU)L O ~_U z O O ° U Z WZ uW o Y � � U_ a w 0 LLL s Y F w 0 2 U i � ^ w W 00 a N o o Z 6 U z U u� a > � w w a m w rc ¢ w a p "'¢ y W a o: d N 0 ^ m N « F o PTL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ME NOT INTENDED OR REPRESEMM TO BE SUITABLE FOR REUSE BY ONMER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON MY OTHER PROJECT. ANY REUSE WITHOUT WANTEN VERIFICATION OR ADAPTATION BY PENNOW ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED VALL BE AT OWNERS SOLE RISKAND AITHOUT UMIUTY OR LEf EXPOSURE TO PENNONI ASSOC WTE S: AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM PTL COMMS. DA GES. LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT GRIM1601 DATE 2018-0328 DRAWING SCALE 1"=50' DRAWN BY KLM / CJM APPROVED BY MMA CS -1.02 SHEET 2 OF 33 LEGEND g �+JM dm —2 b O F TONG O ABBREVIATION DEFINITION N fAa is On N Z Z CMP CORRUGATED METAL PIPE CR Lu F 0 Y I- EHH ELECTRIC HANDHOLE F 0,9 000 mWZ FH FIRE HYDRANT $ �S RZOZO >ma GA GUYANCHOR wFw yEo t° U - mm G rP yU�y, GLM GAS LINE MARKER OOO z > f%J O RONALD A. WSL OWSKY, IF LU C ¢ ,4 No. 20674 to 5-3/-l8 GV GAS VALVE N oSIONAL •_- a �-° INV. INVERT = z � O ,2' 3 a J z Q m O C9 2 CO > MB MAIL BOX C = w G I zLij w Ux d' W .w Q 2 Gw :3 Z a••.f� c\1 U) O Uy MLP METAL LIGHT POLE U LL z z Y O w6 U U UL CD w z 0 1-- w U) OLL X w MSP METAL SIGN POST-- yLn d � SANITARY MANHOLE THH TELEPHONE HANDHOLE � W o � ai d TR TRANSFORMER w EXISTING is CULVERT TRO TELEPHONE RISER BOX U 2 F Z 2 w TO BE REMOVED TVHH TELEVISION HANDHOLE GI W C V p UN TVRB TELEVISION RISER BOX �d W p wm WATER METER ¢ Uo UO Z a b WP WOOD POST 2 Z U Q w C WPP WOOD POWER POLE w a It WSP WOOD SIGN POST y g� WTP WOOD TELEPHONE POLE WV WATER VALVE t8i O O N r 0 MAPLE m m W w g 10' WASHINGTON GAS ESM'T.� W U/G WATER LINE N INST#110002748 E U/G ELECTRIC LINE THE EXTENSIONS OF THE PROJECT OR ON MY OTHER PROJECT. ANY REUSE WITHOUT WFUTTEN VERIFICATION OR POAPTATON BY PENNOM ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED Vr1LL BE AT OWNERS SOLE MSK AND WATHOUT LMBIUTY OR LEGAL EXPOSURE TO PENNOM ASSOCUTES: AND OWNER SHALL INDEMNIFY MD HOLD HARMLESS PENNOM ASEOGATES FROM &L CLNMS. DAMAGES. LOSSES AND EXPENSES ARIMNG OUT OF OR RESULTING THEREFROM. PROJECT GRIM1601 T U/G TELEPHONE LINE DRAWN BY KLM / CJM APPROVED BY MMA CS -1.03 SHEET 3 OF 33 G UIG GAS MAIN TY UIG TV CABLE X FENCE 10' WASHINGTON r li M N(�-I-11 /YJ K -I -I -IJ M' Hf-fI-IS !M MT -FI -N /M HF -LI -M LY/lY0 A dINR M]HR E H'C' / I AaT riro1 T .�1.T �.ev/m'9 I mlmM I eMi.RUmuM I / I mswrul I �IUL I uz msrlvw/ I u.¢ lemwna I mmN LK' 2M]CIMt I I I I I I I I I NtMUYtu PI LIPGbim SIDEWALK PROVIDE SAWCUT EDGE WITH EXPANSION JOINT. I Ono" z g �+JM dm —2 b O F TONG O a j LL N fAa is On N Z Z W C n - CR Lu F 0 Y I- � 3 F 0,9 000 mWZ OEw RZOZO >ma wFw yEo tp-TH Op U - mm G rP yU�y, �% OOO z > f%J O RONALD A. WSL OWSKY, IF LU C ¢ ,4 No. 20674 to 5-3/-l8 o N oSIONAL z J Q O a- = z � O 0 a J z Q m O C9 2 CO > z w �> OLU W O 0 1- C = w G I zLij w Ux Ob m J o w z U= W .w Q 2 Gw :3 Z > z W 0 W c\1 U) O Uy 0 Y °o Uz _ O J p LU U LL z z Y O w6 U U UL CD w z 0 1-- w U) OLL X w � W o � w U 2 F Z 2 w GI W C V p UN �d W p ¢ Uo UO Z a b 2 Z U Q w C w a It y O O N r 0 m m W w g N ALLDOCUMENTSPREPM DBYPENNONP CMA S ARE INSTRUMENTS OF SERNCE IN RESPECTOFTHE PROJECT. THEY PRE NOT INTENDED OR REPRESENTED TO BE WITABLE FOR REUSE BY ONMER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON MY OTHER PROJECT. ANY REUSE WITHOUT WFUTTEN VERIFICATION OR POAPTATON BY PENNOM ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED Vr1LL BE AT OWNERS SOLE MSK AND WATHOUT LMBIUTY OR LEGAL EXPOSURE TO PENNOM ASSOCUTES: AND OWNER SHALL INDEMNIFY MD HOLD HARMLESS PENNOM ASEOGATES FROM &L CLNMS. DAMAGES. LOSSES AND EXPENSES ARIMNG OUT OF OR RESULTING THEREFROM. PROJECT GRIM1601 DATE 201&03-28 DRAWING SCALE V=60' DRAWN BY KLM / CJM APPROVED BY MMA CS -1.03 SHEET 3 OF 33 n z d Lu Lo W m Q O TN M. 0 N r. D_ v, m Q 2 Lu c - to Z ° W CL 0 Y 9 3 �zx Z<� 0LL� 00 >pz Go W — pWW ROZ >ma W O W MOM i— OF pam �PLTH `f? O Z W r W3 > FDp z RONALD A. MISLOWSKY, JR. wz A No. 20674 <v p`r`YIONAL E J 0 0 U U Q cD Z O N z Q m Q Z °� Wo a o� �Z =W W W U x W o W NZ Lu 3 2 Z J = w N do OUof ym OWWU_ z \ O O / Y U p oZ Lu c, LL U LL w W 0 W w LL Y F W r 0 � U W g F W O Z W � J U fJ > O OU < w to O_ > UU > ¢ > W Z W MZ O m Of Q 3 of 3 O W > o a o Of Mz N O: Q- O ¢ > rc O a 0 ¢ 0 z T A, N U, -- ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT MTENOED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. MY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC WRPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES', AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNOf0 ASSOCIATES FROM ALL CLAIMS. DAMAGES. LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT GRIM1601 DATE 2018-03.28 DRAWING SCALE 1"=50' DRAWN BY KLM / CJM APPROVED BY MMA CS -1.04 SHEET 4 OF 33 aPOWER POLE TORB4VN D415IN OM FES EX ORNEWAY INV898.84(STR D3)CIE i� r� EX POWFRPOIF roF= IIIl o l I30' RED I �Y ERE I it I I DO �® 10-WASHINGTONIN 1 W02748 :�CT I I I I - I�I I �® ®� STR D124 IN Ia N I I INV888A6(STR02) 1 ��� I � LT• a �� ���I 'Of 4'RC LV®, }{ (�Lis 30' FREDERICK WATER EASEMENT l � TO BE DEDICATED' ...._._.....1...._....T_...._._. a... ' - OF % 0 \ .. •�..' - STRIPEb N (YELLOW) (YELLOW) NOTE: ALL CONSTRUCTION TRAFFIC TO BE FROM OLD CHARLESTOWN ROAD ADJACENT TRAVEL LVE SHAIL BE MILLED AND RESLNFACED WITH 1.5* S",SA TO DOEND INTO PROPOSED ENTRANCE PER WI DETAIL PAVUIENTMAROMMBEREPNNTEDASNECESSIRY. VA. SEC. RTE. 761 $ -/ ®r OLD CHARLESTOWN ROAD lyg _ - - -' - 0-�F �_ _---'--t'T+%� s— IIx i$ --- F 1f,OL 1�06�Ix¢ 431+0 - ---- tl ADT=4900._- - - _ _ - Idxi011_---=[_."tcA?hc.)s•av 4------'__"_' _ xv.46luus)¢ 49 Lw rw IB.P7APER '(VARIABLE WIDTH RAN) IMP,.(40 MPH POSTED LIMIT)if 71 i S o� 1d - L - W r N T ry 7 QTY T ------ T �_s _-r -- �Ipa- � - �- _�--'-'-�= 'J^!K_�---J-.�-�LS�. - �ffi�L�7�1.� ��m�6q - - M r� T 'eosnNDCRAva �$ , TV TV ----; TV T' TV �' T —ry T'- TV T— i / DRIVEWAY tlBts # EK REMAIN Is IE H' E I TO REMAIN 11 STR DS 16 N CM FES ^ /�r INV 838.50 (STR w) PROPOSED iS CMP PPE NWL BE INSTALIDN ACCORDANCE WITH WOTSTANDARD PB -1 _ I 35- I ,) I , I L �Y a 0 I. N�; e STR D2 24 IN FES INV 532.00 (STR D1) , rc lfrc` _ L]M� - __XIX ... ........... - - \ 1 SO' FREDERICK W9TF3:EASEM�NT BE DEDICATED _ •�Y `�.. ----------------------- - 0 40' 80' Z CR (Lu - O �NCR O Q _TN Ci O > LL n QO_ w� Z Z�3� w W w� a K Y O 3 z = Z<� OW3 0 m z M G - O W W xZ 0 >ma W DO W DO j 0 PLT y Op ,m-, O Z W oo5 a m 0 4 RONALD A. MISLOWSKY, JR. ZZ A� No. 20674 o y O 5-✓�/-/8 �S'stONAL Q 0 �yG J w O U o z U) z w � �o o ON > z (n m > w o H OD O DO n Q DO w DD = Z W Fn U a N Q_ W 2 Z d Z N0 a o (DO W w o r r- z .y m O U z O �Y U LL oZ Y w6 U ' Z w d ON L.L LL V///1 S2 � m H W � N 0 U w W O w 0 U p > UN O U Z Q w Q O N > Utl Z U w w W Q 6 w Z 3 w o a i J, w m w Of a Q IY ¢ 7 S i d m m N N N 0 O O N m P11 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 EXTENEJONS OF THE PROJECT OR ON MY OTHER PROJECT. ANYREUSE WITHWT WRITTENVERIFICATION 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 SH L INDEMNIFY MID HOW HARMLESS PENNON[ ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT GRIM1601 LUTE 201&0328 DRAWING SCALE 1"=40' DRAWN BY KLM / CJM APPROVED BY MMA CS -1.05 SHEET 5 OF 33 1 1/2' SURFACE COURSE (SM 12.51) II 1' SURFACE COURSE (SM 1251) ARDS 6' 25' BASE C9OEMNX ADJACENT TO YOUMABLL W CURB BNaw RBAWIL — — OURSE 3' WIICREIE (5,000 PSS Y — — — . ..,, .. . ,r .. ... —_ TOPSOIL . �> 7'•";'.. "' S` ?-.•.:... 6.� 6' DENSE GRADED STONEBM25 BASE COURSE EM25 4' CONCRETE (21B) 6. OENSE WADED STONE (21 B) : .` .. .� P DENSE GRM STONE (21B) 8' OBAE 6R/DFD 5101E (218) 50/50 MIX }'57 OU1IPACTD SUBGRADE / / / \/ \/\ \ \/\/\/ / 1 -0 —� AGGREGATE AND TOPSOIL \/ \/ COMPACTED SUBGRADE \/ /\/\ \ /\\/\\/\\/ /\\/�i� / /\/ \//\/ \/ /��//\//��� aMPAC1ED 51lBGRADE , // / / / / / / / / 100E COMWCIED ROW" COMPACT IN PUCE. yeti/T�/�\✓iz/�`✓✓���/,������✓r�//�✓i .\��\ \,�\��\ a\\ \, i\\\/\ \\\\�\\\\�\\��' I _ SECTION FOR STD, DUTY SECTION FOR HEAVY DUTY CONCRETE SIDEWALK O HEAVY MW E COMPACTED SUBGRADE =� 1I=� I 1-11 I I I ASPHALTMASPHALT PAVEMENT SECTION SIDEWALK N REINFORCED RF PAVEMENT SECTION 0 Nn NM KM NTA NTH +000 051 CONCRETE Al 8' DENSE GRADED STORE (21B) 301I lm FREDERICK WATER EASEMENT .� CgIP/CSUBGRIiDE TOBE DED TED m RrCE 3 Da — S ir23'3,• HEAVY DULY CONCH s 75-07'31'E --�x X— �— ,Aa — p — — ——'�`�'��Ilr��P SBg•3S3t'E _ _ — _ 1, 1� I I ��� / )< X x S71 �'39'E 00.00' �� X Ex RN wnc❑ —c PAVEMENT DUMPSTER 37p°/oe' 1 MiF NTA 5'CONCRD iB SP C S 30'FREDERICK WATER EASFMENTTO A 'P — _ _ — ��'S-•' �p�C� — — BE DEDICATED 6k6' WNF OUNFPBIi-A0k6i9P.M �.� i %F ,�• — — 35'9016 — ''. :' • , + 6' DENSE CRNED STONE (21B) - 9.00'— PEDISLAND �' PIPE BOLLARD WITH i° STRIPED ISLAND /\�/\ \//�// //✓% COMPACTED SUBGRACE (YELLOW) ELEC.RECEPTACLE (YELLOW) \�\ \\ \\a\/ �\va\� S EEC. P.w�_— CONCRETE BEN PAD Z" R I SECTIO CS 15 B SP ES C4 I I / NOTE NTA, 4 H ')t I, 3 I TED F \ 0III031F.sALLNMINw 1. STANDARD PARKING SHALL BESTRIPEDWHITE EC -f (PAINTED4' WIDTH) 0' FRE CK ALTER 2. 15 BUS PARKING SPAC SHALL BE STRIPED / / — — — — J n S J� — — —6• BODAAD (iYP.O ) / YELLOW(PAIN E B' DTH) 3. EXISTING BARRIER(S) AT DOFFLYFOOT DRIVE SHALL — W — + REMAIN IN PLACE UNIT BSTANMLCOMPIETIONOR 'JF — — - ASSPECIFIEDBYOWN . r I ° :i -R .. e,Fg:•slD AI ... j- I — — — Ll I + C3 L-11508 4 g s, 9yj w ,w/ I CONNECT PROPOPSED GAS I d 5 I W I LINE LATERAL TO EX GAS LINE Cy I () BOLLARDS I M I Q 5.5X1+'CONC. UO UO UG m ,.yEJi° I (1 GENERATOR PAD fffP'•d / o 3 BDOY CONC. IIIA; GAS METER TRANSFORMER PAD f// PROPOSED 20 DOUBLE -SWING GATE SEE DETAIL, BHT 32 • O 1BOa 16. 1$ // Clio I ISH PE / I ED 3 PA ES EDCOCUNG iOM'ER OUT BENCHES CLASSROOM `O 697 M6DI BBNCIIES 0 g6 + i PROPOSED`. .. ° ' • ILII, I k A�rC�.E.� e`/CONC`•' '''- . ELSTOPT— n \FAm OWA Is:- .\ I 1 i uv ' A�6 i .•'ids ,� IyS+h_%af DIY ����i�����'� � �I���.��1Y . \ � • �: a�I :�Tl,/%�Ji ♦ ��wl��!t����I.Sr� ��I ��j1L�r�{�� :�Iit:�J �1 ! 11/ iit , _ ..� PROPOSED ELEMENTARY r,GFA 56,413 SF IPRAMP DOWN PIT I 0 "12 111 ®,1 .. _ '�����♦,\ . FOR EMERGENCY ACCESS TR B3 Ir HDPE B2 013MODIRED BALL FIELD n /VACATED. O.MM AC. ROUNDABOUT f� 21 Oa _33255' W 0 g6 + i PROPOSED`. .. ° ' • ILII, I k A�rC�.E.� e`/CONC`•' '''- . ELSTOPT— n \FAm OWA Is:- .\ I 1 i uv ' A�6 i .•'ids ,� IyS+h_%af DIY ����i�����'� � �I���.��1Y . \ � • �: a�I :�Tl,/%�Ji ♦ ��wl��!t����I.Sr� ��I ��j1L�r�{�� :�Iit:�J �1 ! 11/ iit , _ ..� PROPOSED ELEMENTARY r,GFA 56,413 SF IPRAMP DOWN PIT I 0 "12 111 ®,1 .. _ '�����♦,\ . FOR EMERGENCY ACCESS TR B3 Ir HDPE B2 013MODIRED CONCRETE MEDIAN 063 MODIFIED SEEDETALSHT33 -EK SAW 1 RIM 635.34 bVV848M..34(EX SW 170 EX SMN2) r✓ g9f3. . ( 0 40' 80' s� x A AN N 8 syALUTA dl'ST. 13MX1T818 NOTE: 1. ALL CONSTRUCTION TRAFFIC TO BE FROM OLD CHARLESTOWN ROAD. 2. OUTDOOR CLASSROOM SEATING/BENCHES TO BE COMPRISED OF LOCAL QUARRY HANDPICKED BOULDERS BY ARCHITECT. \- EXIST. TURNAROUND EASEMENT TO BE n /VACATED. O.MM AC. ROUNDABOUT AREA TO BE DEDICATED. Lu _33255' W PROPOSEDED MINI ROUND!'BOUTNT6°45'02" BRIM=637.38 INSCRIBEDCIRCLE +•WHITE STRIPEPIN44E-4-1-15C CORNER CCWMUN#TY ASSOC INV.=628.88 +' ENGTH/+'SPACE RAMIE CWEN .&RACE DWD HEAD) #NST. 140006899 ? ZCWEO.' R4 RA14637.38 USE, VACANT 1WVNV629.Q9(6Y. SMN2737SMN34/ Zw.9 1NVOUT82388(EX SW 170EX SMN2) CONCRETE MEDIAN 063 MODIFIED SEEDETALSHT33 -EK SAW 1 RIM 635.34 bVV848M..34(EX SW 170 EX SMN2) r✓ g9f3. . ( 0 40' 80' s� x A AN N 8 syALUTA dl'ST. 13MX1T818 NOTE: 1. ALL CONSTRUCTION TRAFFIC TO BE FROM OLD CHARLESTOWN ROAD. 2. OUTDOOR CLASSROOM SEATING/BENCHES TO BE COMPRISED OF LOCAL QUARRY HANDPICKED BOULDERS BY ARCHITECT. \- Z n Lu O�§L` n, Qa c°in Zw.9 Z �3� 0 Lu IL K Y 3 }� 0 D' OZ Do W_ - V W LU Z W x >m0- WFW ", F- 7 .40 'xU,t0 comoHMISLOWSKY, wW000z ❑ ¢Ir s`S2�NAL 0 0 LyLco z Q G, Z > �> LcLI O O W to Z Z O N G W W U x �Z J W = Z w > W H w �x EL � LU Ir 04 (n o O Y U_ z oLU } �Y 0 LL oz Y Lu o � 0 LIL w W 0 W w LL f S3 W i N g m F- `m W W � O U � o U OU } z z Q U UU < w Q m ==�w W p a i o w� a w � a rc n ¢ a m Z dV D PLL OOCIJMUM PREPARED ASSOCIATES ICFENRE gRE INSTRUMENTS OFSERVICE I OF THE OR RISLT TREE ARE NOT OE REPRE9E By S ON TO EE SUITABLE FOR REUSE BE OWNER ON OTHERS ON TO M SUI TRE EXTENSORS TRE PROJECT OR ON PNY OTHER S PROJECT. PATIONBE`ENNWT WRITTENVEFORC CHCIFICACAPI �ATES E FORTHE PTIONBY INTEN WILL SPECIFIC ANTE WILL BE A S I-EGN- IMMD NM UT L[ IEOPL EOLERTO PE l OOATIttOR P AML-EWDOWNER SX LURE MNIFY D SHALLINDEMNIFYANOAIMS F ES6 PENNONI DAMAGES. LOSSES ANO A FROM ALL ONM OF EYPENSE9 PRISING OUT OF EXPENSES OR RESULTNO THEREFROM. OR PROJECT GRIM1601 DATE 2013-03.28 DRAWING SCALE 1'=40' DRAWN BY KLM /CJM APPROVED BY MMA CS -1.06 SHEET 6 OF�SHEET 6 OF 331 r, n z o Lu H Q N N O T N Oa I LL N O) _ N aj Z W Z >C > �O Z W a r K Y O Qry FZ2 ZQt= oLL3 0 Yoz mw— � LL W LLOU RZO >ma www a2 O PXTH OF ,wawD �A wZW O0Z > zz ¢ RONALD A. WSLOWSKY, IR W < K A ND.20674 O SIOxAL J O 0 U L� Z �s Q J m Z > J > W O W U O W 00 z z 2 w W Ob = U z J w N } 3 W F Z>O� H J UX N0.r J Y n g q v� O } LL W Y LL U W wZ Y \ Wo p U LL W 0 W Ix LL 1313 O FNF U Z � Ml O W U pU U N U W O > UU > a Mt S w 2 w w � a of ¢ a 3 � w 0 0 W Y O W y K W N oIo a O a C Q ry N a ry O Z I m N m � a rb ALL DOCUMENTS PREPARED BY PENNOM 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, MY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNON I ASSOCIATES FDR THE SPECIFIC PURPOSE WENDED ML BE AT OWNERS SOLE RISK AND WRHOUT LIABILITY OR LEG EXPOSURE TO PENNONI ASSOCIATES: AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCMTES FROM ALL CWMS, DAMAGES, LOSSES AND EXPENSES ARISING OLT OF OR RESULTING THEREFROM. PROJECT GRIM1601 DATE 201e-03-28 DRAWING SCALE 1"=5a DRAWN BY KLM I CJM APPROVED BY MMA CS -1.07 SHEET 7 OF 33 � ^ z z m a „oil Q L(' W m o 0 H O f n N sOT LL a w, O W ZWcN z N z w a � 0: Y U O Z�S OWy O U' mWF3 LL W W WaM�zO LU >MM m ~ D O P1,T H OF N 2 W �� It m 2 ul r co W 000 > FD o < RONALD A WiLOWSP.Y, ]R MzQ W A� Na 211674 C o N q� 5-3/-lB O 'SSlONAL J O O U L7 >- F- �o � m Wo w JOw 00 ~ 2EO� z = w J 0o w Z w a Z z� =ZW g W a ov a N 0- 0 LL O w Z Y wa U- U_ rn U- V 0 0 w w U- s z y W � N W 0 U F U f Z w i U O U 8 rc O O U W N 0 0 w � a 0 C 6 R Q Y m N Q2 ALL OOCUMEMS PREPARED BY PENNDNI A850CNTE9 AAE INSTRUMENTS OFSERVICEE REFRES THE OR ON PROTECT. T PRE HOT REUSE BY OR OTHERS TOE ONNER IXt OYOTHWl ESO XTENSBUT THEECTEN THEF O OTHER PROJECT, ANY REUSE WITHCVi WRITTEN VERIFlGRON RECFTHEPROJECTTT NVERI OR AOPPTATION BY PENNIXJI /59Y..TATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OW RS lEGP1 1TOCIAT WLERETOPE S.OR E%POSURE TO PENNONI A330CIATES: ANO OWNER NONI 9H4LSSFROIFY C MB OMMLESSLOSSESI ASSOCIATESFROM All OF OR ESMOE5. THEREFROM EXPENSES PRISING OUT OF OR RESULTING THEREFROM. PraJECT GRIM1601 DATE 2018-01-28 ORAWMO SCALE 1"=30' DRAWN BY KLM / CJM APPROVEOBY MMA CS -1.08 SHEET 8 OF 33 FA n z � MU aoa Q O TN N U v j LL CO3 SR a rnm QL m N Z W c r Z Z v w a 0 Y U 2 0Q9 V0� C7 mWZ o w W wO 0 KZLo >ma myrc N � 0`?j TH OF �T �P m C Www OO > 550 Q RONALD A. MISLOWSKY, RL A No. 20674 D; < SSioxA1 tib' J 0 O 2 0 H 0 Q Z5 Q mS W > Z > J z W O¢ W o O1� 2 �° z x N L Lij c U z v J O w Z Z W� =Z g p - N a a OV04 F o N V) C7 Y Uz O o ♦� W z U °w8 U a w 0 w Of LL Y F ZILI W F�O �M U NO U f O F W f5u ¢ E oo Q cYi W w O 2 a U UB! Z b 2 WO as WIt a CS a ru 0 p U Ir a K 0 NN y W It (Y O LL' Q. It a Y N 2 b b r � r H l� N ALL DOCUMENTS PREPMED BY PENNON MSOCATES ME INSTRUMENTS OF SERNCE IN RESPECT OF THE PROJECT. THU ME NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OVMER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON MY OTHER PROJECT. MY REUSE INTHOUTNAITTEN VERIFICATION ORA PTATION BY PENNON ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WALL BE AT OWNERS SOLE RISK AND WTHOUT LIABILITY OR LEGM EXPOSURE TO PENNON ASSOCIATES: MD OHNE R SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CWMS, DNMGES. LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT GRIM1601 DATE 2018-03-28 DRAWING SCALE 1"=30' DRAWN BY KLM / CJM APPROVED BY MMA CS -1.09 SHEET 9 OF 33 Ex POW POIE� '" ES /,{ 0I TO= D4 I- CM FES / I 1 30 EX DRNEWAY INV 638.64 (STIR D3) / CONNECT TO EX. WATER MAIN I 1 1 - 6'0(8" WET TAP BY FREDERICK WATER 1 1-6- WET TAP VALVE MIN. 2-- 6" CL 52 DIP 6"X8" MJ INCREASER I 1 EX. POWER POLE ; TOREMAIN I 10'MIN. SEPARATIONI I 30'r REQUIRED FROM OUTSIDE OF PIPES •I I~ II e wl 8 las � I 10' WASHINGTON GAS ESM'T. m INST#110002748 z C2 STIR D1 241N FES I D - INV 633.45 (STR D2) 0 40' 80' TV 1. PROVIDE A CAST IRON BOOT UP TO 1' AT ALL DOWNSPOUT LOCATIONS. 2. END UTILITY SITE WORK 5' FROM BUILDING UNLESS OTHERWISE NOTED. 3. END SANITARY SITE WORK 5' FROM GREASE TRAP. 4. FOR FINAL UNDERGROUND CONDUIT LOCATION SEE ELECTRICAL PLAN E6.1 48.0'TAPER TV HANDHOLE THREE (3) 4' SCHEDULE 40 PVC CONDUITS COMMUNICATION VA. SEC. RTE. 761 OLD CHAR-ESTOWN ROAD Wft CAL II.1 fsoa=NY. (8845) 2015 ADT = 4300 (VARIABLE WIDTH RIW) (40 MPH POSTED LIMIT) q=FN. (644) w w - I r TV T' TV T = EXISTING GRAVEL DRIVEWAY �EX. POWER POLE TO REMAIN \\-STR D3 751N CM FES INV 636.50 (STR DO v 45' BEND. PROPOSED POWER COMPANY ABOVE GROUND JUNCTION BOX�'IF 45' PROVIDEDOFF NDUITS6IT / MARK END OF -UP ELBOW WFT. FROM TRANSFORMER 1-F.H. ASSN. CONNECT J PROPOPSED GPS LINE LATERAL TO EX GAS UNE /I I 1 STR D7 241N FESI n �VIATC INV 633.45 (STR D2) 1 IICO1 1r ml � � i I oww 30' FREDERICK WATER EASEMENT 1 TO BE DEDICATED�S71°23'31' I Is S 75'OT31' E- - PENCE �ar-!i(- - ^ /, 51.40' Tm l �-� -- --- I �p Ael I r ..,�R.V. � �M I 1 id"xfi"TEE_ RDW w RUNE #1�(.�- wRsr IF, CL-52�WrSiC 005+pp 1 MF- - 1A'k8"TEE 1E"G.V /�,ON L1 A W W o O i -z_ F oLL I PROPOSED BIORETEZ CONTRACTOR SHALL CONNECT TO, I/�MG I.F.H. ASS I. 'f / A 0 S9Q- yB11"I15BY.6LF. 234 LF fl 1' VCSDR35 _ ^ YFj In L y D. mm . SEP �A ET U N GI 5 Z ($ E IfM(yli�VIRNWIN(iS) C.0 �YF'Y,G IN SAT SAN ITARY AWN ��C N. EIEV.- .19 H UD� 0 11 DO 28 LF.r SDR35 I Q. - O 4 PyT TL pp ROOF N � 3P PM HANDHOLE 4 v DS N I ALL ROOF DRAIN STN) ZU j IV SAN. LATERAL I /' FA -`1 tt7 NEW - STIR _ Ili F INSTALL ROOF GRAIN SITE E - FDC (2)V SML BEE(3)4-SCHEDULE WORKTOESOW INV. ELEV. =637.45 •t, / GAS M LATERALS 40 PVC CONDUITS COMMUNICATION SEWER LATERAL 116 LF. 8- PVC SDRX ROOF ESMi. IS PRIVATE DRAIN OUTSIDE .Z C-10 / I ■ 1 PROVIDE 18• MIN, SEPARATION AT NTZ I t 2 -GO SAN RARY AND WATERLINE Q 56 LF.7 PVC SDR35 % / I 1 c6 � I 1-8" GATE VALVEPROPOSED COOLING TOWER P, \ 1A" TEE iBLF.YPVC SOR35 td"G.V. w w INV. ELEV. SIT 231F. 8•w R35 ,( �. j♦. I T E�- DS R00 N {n e h+1��,L(7CF fir / I I C7 DOMESTIC .. 45 BEN INV. ELEV. 637.22 "t1,LF8'PJCSPR35 .�:I �TQ9�`r tS,ly` / l 19" ALLN WATEF� NE 5.. Sj. r FS'A' 4" SAN!LATERAL. % F r y BIKE RACK •. 0 (' �(SEEARCHffECTURE) M It �O / I I n "6 RA-• a 1AS IT HOPE IEUApG DRAIN M -NO y SEE PROFILE SHEET 22A ELEMENTARY 6.SDR-35BE DETAIL SHEET 22A 0302% _ B4 A2 SCHOOL INV. ELEV. 838.40EI - ,.s 16 F.F. ELEV. 640.50 GFA 56,413 SF / 9• / I 2. INV. ELEV. =838.38 10' WASHINGTON GAS ESM'T. C.D \ a \TOO -0 \ INST#110002748 I 'PAh \ 30 LF. r PVC SDR35 23 LF. 1D'PVC SDR35 DS OSLO I- 0.S DS ROOF GRAIN rC0 {f / PROPOSED ELECTRIC O• \N,M�l 26 LF. B' / (T3'SCM. 60 PVC PROVIDES. O�qt IN ROOF DRNNSRE FVC 1' 28 LF. 29 LF.r WORKTROOF DRAIN SITE /I DEPT OF30' ROVE PROVIDE A ? C�\\YORK TO ELBOW SGR35 YP/P PVC WORKTO ELBOW TRENCH DEPTH OF 30' ABOVE CONDOR. \ 6 \ \ S2� \ SDR35 SOR35 S R IDE UP E Ft 41- MARKENDOFCONDUR55FT. 87 IF. r PVC SDRSST� -•► FROM JUNCTION BOX PVC SDR35 *R\ I / 1 SPOILS PLACEMENT 'P ¢ \ 1�UW C 7 1-F.H.ASS'Y. / \ 23,0001 SF. F' \ is HOPE ° MATERIAL IS TO BE TRACKED IN AND COMPACTED. FINAL SLOPES TO BE �C/..\ IV HDPE •;.~�' INE PIE MOWABLE. MAX SLOPE TO 5:1 TO THE GREATESTEM36 LF. Ir PVC SDR35 ENi PoSSIBLE, MATERI�I ��. \ SHALL SE PINGED AGAINST THE EYJSTiNO BERMS ONLY TO WIDEN THE BERMS` f �CC �3yy,,\ ROOF DRAIN ' ;z SHALL NOT MANE THE BERMS HIGHER, ALL DISTURBED AREAS TO BE �( \ /�'9 \ 20' FREDERICK WATER PROF.0 • AIL lIEEDED IN ACCORDANCE THE EROSION CONTROL PLAN I \ SSY \ 4-5�B F�6 - - - - - - - - - - - 46400 - - ESMT. I / �\ \ 14+00 15+00 1A00 / \ Y w w wt-wiw w w w�--w-Y��M / Cl / `� \\ - 1-A.RV. 14F.H. ASSY. - - 1-01.25°SEND) A /,f / \�-----� \ --- - --- - --- 26 FT. EMERn_ 7AGSE s _ _ f _ E 5V BIDG. SETBACK E E E E E E E E E E E E E E GROUND PROPOSED POWER COMPANY POWER COMPANY ABOVE GROUND JUNCTION BOX JJUNNCCTION BOX °AO' ED AT / - - - - - - - - - - - - - - - TRANSFORMER LOCATION TO BE CONFONSTRUCTIME i f' OF CONSTRUCTION. � T T N ]3°12"42' W 782.80 PROPOSED ELECTRIC I I I PIN 44E -I -1-15C (1) S SCH. BO P/C CONDUIT II)' TO NEW JUNCTION BOX. 4 Ate. Berry A� SERVICE CONNECTION TO BE ( SNOWDEN BRIDGE - S E P T I (1 N 4 I ,#N' �-* OP w 9-Acr DETERMINED BY SVEC. ASV TIE -4-1-1J I P/N 44E-4-1-12 I I I II I ) \ INST. 1ffitlEK747 PhV 441E-4-1-1 AR 4IE-4-1-15 PD WD IXIM -14 DONALD A BORER I bXHAEZ E. SNWIIEY I P/N R44,1-4-1-11RA I PBV HE. SITMV I PBV NEC PB/ 4IE-hl-B ROY _ MA77NEW #EZ -W / AARON L LAA'CENT I DA WD WNCAN I NST. 1JOW70 AVI 12VOI4378 ROGER A. 1A'YEA R/OI/AS NST 12 012928 hI ANI P. 7052 F AVSK. S MAR7hV S7DW49R M.4G%W(O ( /},"* � hVST I1IXJ10582 ( I USE? HAL I um I HAL I u RES°awnAL I u.�,ANST. 120010215 20VI ?151111 n� I us RES vnAL I usE BE57OEHnAL I u 'T I usE.RESVEN77AL UI HAL ( I I I I I I I I I ff - THIS SHEET B I� I ,II yy D224 IN FES >`� f INV 632.60 (STR Di) BALL f `1 ti 83 18 -HOPE C 11 It �I $ H t} V. I ^ Z n /�,ON L1 A W W o O i -z_ F oLL (nN�O.yy PROPOSED BIORETEZ CONTRACTOR SHALL CONNECT TO, ci O�QPLL E m RIM=637.38 PER FREDERICK WATER _ ^ YFj In L y D. mm Q ET U N Z W UP IN Z(q ��C E 00. W ED ED 0 g ASPIWT /NVOUT&V88(EX. SASH 1 TOEX SMH1) Q. - O L24 -HOPE O Y H UQ �$ } WN-NECT TO EXIST. WATER MAIN i -z_ F oLL 1-W GATE VALVE - - N76°45 PROPOSED BIORETEZ CONTRACTOR SHALL CONNECT TO, O ADJUST 8 TEST EXISTING MANHOLE INSTR5jR E m RIM=637.38 PER FREDERICK WATER _ ^ YFj } o z m W INV.=628.88 AND REQUIREMENTS. DEAD HEAD) _- LO wLU w FX SH2 IN RIM 637.38 E 00. Fe z 00 ELI ma /NV/N629.08(EX SMH2 70SMH34) 0 g ASPIWT /NVOUT&V88(EX. SASH 1 TOEX SMH1) I - O 4 PyT TL pp 12 � ----Lem LL 4 v 1 r RM61S3/ IWVIN&V..34(EX.. SASH 1 TO EX. SMH2) ?c ZU j 0' EDwo w rD w 0 OOZ 55 o ¢ > RONALD A. MISIAWSKY, TR Z ILEI zQ w A No.2D674 �4 0 s �0 5-31-18 Al U Ua N `4SIONAL At w w DBkDB' Ce. fTVP) �� 0 w O x J Q O y O O rc m 2 d w 0 w W'U'^^ C I N� LL Z 6 w Z5 O m Z > J > W �° Q =ED woW a r a �Z w 2Z� o J Ove � L o U z O w Y U LL oz W� m U_ wlL W Luw LL L24 -HOPE WN-NECT TO EXIST. WATER MAIN 1-W GATE VALVE - - N76°45 PROPOSED BIORETEZ CONTRACTOR SHALL CONNECT TO, y ADJUST 8 TEST EXISTING MANHOLE INSTR5jR E m RIM=637.38 PER FREDERICK WATER OIRF INV.=628.88 AND REQUIREMENTS. DEAD HEAD) F W FX SH2 IN RIM 637.38 E /NV/N629.08(EX SMH2 70SMH34) 0 g ASPIWT /NVOUT&V88(EX. SASH 1 TOEX SMH1) I 0.1E O 12 � 70! LL 4 v 1 r RM61S3/ IWVIN&V..34(EX.. SASH 1 TO EX. SMH2) U. °�� ZU j 0' rD w 0 rc < W 0 Q U Ua At w w W e 0 w O x Q za � y O rc m d w 0 w C I u 6 m a r r N � •TFT:7:11y ■ ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ME INSTRUMENTS OF SERAPE IN RESPECT OF THE PROJECT. THEY ME NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY ONMER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON MY OTHER PROJECT. MY REUSE WITHOUT MITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WU BE AT OWNERS SOLE RISK AND WITHOUT UABIUTY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SWILL INDEMNIFY MD HOLD HARMLESS PENNON ASSOCNTEB FROM ALL CI -NMS. DAMAGES. LOSSES AND EXPENSES MISING OUT OF OR RESULTING THEREFROM. PROJECT GRIM1601 DATE 20IM3-28 DRAWING SCALE 1"=40' DRAWNBY KLM / CJM APPROVED BY MMA cs=i ol0 SHEET 10 OF 33 WN-NECT TO EXIST. WATER MAIN 1-W GATE VALVE - - N76°45 7 CONTRACTOR SHALL CONNECT TO, ADJUST 8 TEST EXISTING MANHOLE INSTR5jR s RIM=637.38 PER FREDERICK WATER - INV.=628.88 AND REQUIREMENTS. DEAD HEAD) FX SH2 W Lu RIM 637.38 p /NV/N629.08(EX SMH2 70SMH34) pll ASPIWT /NVOUT&V88(EX. SASH 1 TOEX SMH1) I 0.1E X. SASH 1 LL 4 v 1 r RM61S3/ IWVIN&V..34(EX.. SASH 1 TO EX. SMH2) U. °�� oN 0 40' 80' j �ws ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ME INSTRUMENTS OF SERAPE IN RESPECT OF THE PROJECT. THEY ME NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY ONMER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON MY OTHER PROJECT. MY REUSE WITHOUT MITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WU BE AT OWNERS SOLE RISK AND WITHOUT UABIUTY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SWILL INDEMNIFY MD HOLD HARMLESS PENNON ASSOCNTEB FROM ALL CI -NMS. DAMAGES. LOSSES AND EXPENSES MISING OUT OF OR RESULTING THEREFROM. PROJECT GRIM1601 DATE 20IM3-28 DRAWING SCALE 1"=40' DRAWNBY KLM / CJM APPROVED BY MMA cs=i ol0 SHEET 10 OF 33 650 645 635 m- 625 625 -5+00 -4+00 -3+00 -2+UU Paae6H Ie A., -I :1111 'T)picid frame Control h'heu/der Operalm. with Minor fncumrhm,mt (Flkure']-I'C-5.61 NOTES standard 1 On divided highorg,,i Intel., die 'de In.. 1r, light and lets sign naemNre+ shall lac inatiahrid. Sin, Now l TICJ for JII len f tw C• don. nye&U S 4yr s,H Y mno,ld Iae 1310-15110 I l r' I a hWotuel Aw ad when n Aman , On, Tien Ix g,bold hr 5ab-0y ,hire 1111-11,111dl rl I—'- dmn 0 mph. and 350'SIXI x+err rF M d ,,dhoagn 43 .11,111- 3 ph I3. NA.m onk rnk m ",t ul o hoft. no . high Hdx rodwel i, h.aIn, oaffi, wdwmm erk+rle mor, I Un" Xd eA wpu ry Ar JdM anul3ed m,b rL+odAe wh,.th M Oared/ AwxlJM rbrd ,he I bore t alpi R n an oiek m W& f 10/e c the Iwo aAw/d h• eked 41 d 1 nolo r le limn IA higher. lM. inegia.lon iAh. II kw. 4, llu K! ),X I I P 19 . AHC 1DLot ?9 11 s gD , 00 x�SEr be Lobbed whore driven rulerune Trim No +vdwav x. dI myBl\Et➢LNIWLJCIYnM w.d^ '"ndarle tn"rli`w"rm. SUndartl: [, A ,hullo senialr Ndjog. lrvr in nrmx LuuN nl r,nha I.theall be inoad,ked Sir et 121"1 o1" blew. lxteuil5 u,brr ndalnk, Burbina. O,aillatine, or +Irnbe liklnl +Imll be 4xrked tlll' - RII' in aJvana of the Brit work leen. t mit+ amber ,rnirl<, high nn r 0. \thidr banN earning +iknal++hxll nm Ir a+ee hill' bail -rd of Ort ,up,ka, ILsbina, ,ends, or or strobe light+. Vehicle ing'taornina sii,. aux IN uaeJ m wppkment higb-intemin aulmr rwaling. Da,bing. Prallmtme. ar airline likbh. 7. 1•eper [engin 11.1 and rhumdoing it,, fee sfoeing shall be al the 1Wlox ink: ChaumlMln9 Devi[& spacing Taper Len9U ILI Spoad Limh (.Ph) --_B.3553je. (Fll speed Lull LMM W1Mh u (mph[ 9 10 11 t2 25 0 IN fly 125 SOISS 150 105 180 35 105 2D6 225 245 M 240 270 295 920 45 405 450 a96 540 50 450 SOB 650 600 55 4a5 San 805 880 BO SIO 600 fi6o TNI BS 585 850 715 180 70 830 T00 770 tNo Miminum WIIM blg0w for Umibd Aaeaa nl 886ae ce 10001ee1 stguMeT Taper = Vi L Mlmmxm FLOW CONTROL TYPE: ChaumlMln9 Devi[& spacing Lrmmmn Spoad Limh (.Ph) --_B.3553je. 010=0.3 CFS Tranadion Sparing 2,T ---2,T _ --}__ 40' Eff ---110' _ Trevelwar SW N Carutnwhon ACcesv' EO- - SpaCng may eomrteased W Tors dislanee hul snan rid a+teed ono MIols cel %. mtle wlmn of a mal Or morn .. In tent aevicn +31+11 be mad ,o done ma an 1. d. i advent+ PI Ina ronantp upar Iw red d veNcuW IrafSc to remain whMn the bevaletl war. 8. The buffer space troplh.lull hero .hew. In Tilde 6113 an page 611-5 for the posmd speed limit. 9. A mock-mmnted anrnuamr ITn1At +hell be used on Limited Ace% hlghwaas and uulti-lam madexro5+with Pmtee,peed Limh equal ...refer In.. 45 mph. III- "be. • xidr it inlenerts Ibe high.I nilhia the Iempurxn teal9e control Ione. additional 1u91c routrol d"k.,hall he purred m nr,del. -1+00 0+00 SIGHT DISTANCE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 645 Kate., 640 Slruulderllpervlw lM1 1-mFmnmrhnrm1 ogn.eT rt' Ful ♦' ' 635 133SNBDpe 335 111 pr�� l\ W -IN 10.lAAWATEGRASHING AMBER I(:AUTpN MCOEI TSEE HKITEa TYPE 6310 SEE NOTE T GHANNELRINO .f-- DEVICES SPACING _. WE NGTE T � —SEE NOlE3 --2W31.50R seE NDrea ® �WN, 630 1+00 r4k,"A -0+50 0+00 1+00 MIA STORM CULVERT AT SITE ENTRANCE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' m 650 CULVERT DESIGN WATERSHED DATA: Tn ° o AREA -1.06 AC., C=0.60, 1=6.8 O,O W IL 010=0.3 CFS DESIGN PARAMETERS c SECTION Q SHAPE: CIRCULAR MATERIAL: CORRUGATED METAL DIAMETER: 15.00 IN MANNING'$ N: 0.025 640 NUMBER OF BARRELS: 1 INLET QO. INLETTYPE: PROJECTING KE: 0.20 INVERTS Z INLET INVERT ELEVATION: 638.640 FT OUTLET INVERT ELEVATION: 636.500 FT LENGTH: 181.000 FT SLOPE: 0.0118 FT/FT CULVERT CALCULATION DISCHARGE: 1.55 CFS HEADWATER ELEVATION: 639.360 FT TAILWATER ELEVATION: 0.000 FT 630 DOWNSTREAM VELOCITY: 3.44 FTIS DOWNSTREAM FLOW DEPTH: OA93 FT FLOW CONTROL TYPE: OUTLET CONTROL 00 >pz m w DEC W W Ful Rz0 W W m wFw D w�,'CH Op FF- o �¢m L f( r TOz w w 03pz 9 mp ¢ RONALD A. MISIAWSKY, JR. ¢ W ,q NU 20674 5 Of �On 5-91-18 v p �`YSpONAL ¢ J O U w PROF SED GRADE LL 0 L1 Z O Q m ON K a m Q Z ' _' W 0 °� O W O CO z Z xw g �z �C3w w * N a 3 Z — Z w w D w OU DID Na o Z r — r o < Y N 3.56 HEIGHTOF EYE LL Q oz U r n 11J Of DISTANCE RIGHT UIL U w I— cn w — — — — 0 w TED) LL J Y of w � rn 3.50' TARGET o � 0 U U > wm 0 Z w'U w W y R < j u 0 0 Q o UUJ w m m K K Q i a p < N Z I L - m N m N W H 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 REUSEWRHOUTWRIITENVERIFICATION OR ADAPTATION BY PENNONI ASSOOUTES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT UMUITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES: AND OWNER SH L INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CIAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. YJ m Go a�Nj y N (7 co rD N W rp wa y ri Pae] p O 05 m N &.1111 ratN�� p, N r() tarda d+M p 1L� 5+ SC �O -1+00 0+00 SIGHT DISTANCE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 645 Kate., 640 Slruulderllpervlw lM1 1-mFmnmrhnrm1 ogn.eT rt' Ful ♦' ' 635 133SNBDpe 335 111 pr�� l\ W -IN 10.lAAWATEGRASHING AMBER I(:AUTpN MCOEI TSEE HKITEa TYPE 6310 SEE NOTE T GHANNELRINO .f-- DEVICES SPACING _. WE NGTE T � —SEE NOlE3 --2W31.50R seE NDrea ® �WN, 630 1+00 r4k,"A -0+50 0+00 1+00 MIA STORM CULVERT AT SITE ENTRANCE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' m 650 CULVERT DESIGN WATERSHED DATA: Tn ° o AREA -1.06 AC., C=0.60, 1=6.8 O,O W IL 010=0.3 CFS DESIGN PARAMETERS c SECTION Q SHAPE: CIRCULAR MATERIAL: CORRUGATED METAL DIAMETER: 15.00 IN MANNING'$ N: 0.025 640 NUMBER OF BARRELS: 1 INLET QO. INLETTYPE: PROJECTING KE: 0.20 INVERTS Z INLET INVERT ELEVATION: 638.640 FT OUTLET INVERT ELEVATION: 636.500 FT LENGTH: 181.000 FT SLOPE: 0.0118 FT/FT CULVERT CALCULATION DISCHARGE: 1.55 CFS HEADWATER ELEVATION: 639.360 FT TAILWATER ELEVATION: 0.000 FT 630 DOWNSTREAM VELOCITY: 3.44 FTIS DOWNSTREAM FLOW DEPTH: OA93 FT FLOW CONTROL TYPE: OUTLET CONTROL 625 S X m J( V 1087% EX. ASPHALT ROAD EXISTING GRADE J a CG -11 ENTRANCE CENTERLINE PROFILE NOT TO SCALE TYPICAL CENTERLINE ROAD SECTION AT ENTRANCE NOT TO SCALE PROPOSED 12' 2' 6" EXISTING 11' EXISTING 11' FUTURE TURN THRU LANE THRU LANE LANE 630 _– `0.87% 3+00 PROP. CG -6 COMPACTED MILL INTO EXISTING PAVEMENT TO SUBGRADE A MINIMUM DEPTH OF 1.5° AND OVERLAY WITH FINAL SURFACE M 1 1/2" SM 12.SA IX 70 PROVIDE A SMOOTH LAP JOINT. 12 BM -25A EXISTING PAVEMENT SECTION 6" DENSE GRADE STONE (21 B) " PAVEMENT DESIGN IS PRELIMINARY. FINAL PAVEMENT DESIGN TO BE DETERMINED BASED ON FIELD OBTAINED CBR VALUES. n z z Tn ° o O,O W IL mgm o co 1,[7 c Q TN N LL 09R N c� n QO. Vi III U N Z W C_ DO Z r 3DO W a 0 Y 0 � >_ z<� 00(9 00 >pz m w DEC W W Ful Rz0 W W m wFw D w�,'CH Op FF- o �¢m L f( r TOz w w 03pz 9 mp ¢ RONALD A. MISIAWSKY, JR. ¢ W ,q NU 20674 5 Of �On 5-91-18 v p �`YSpONAL ¢ J O U w (n J LL 0 L1 Z O Q m ON K a m Q Z ' _' W 0 °� O W O CO z Z xw g �z �C3w w * N a 3 Z — Z w w D w OU DID Na o Z r o < Y N Lu O U -Y u LL Q oz U r n 11J Of UIL U w I— cn w 0 w LL J Y of w � rn o � 0 U U > wm 0 Z w'U w W y R < j u 0 0 Q o UUJ w m m K K Q i a p < N Z I L - m N m N W H 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 REUSEWRHOUTWRIITENVERIFICATION OR ADAPTATION BY PENNONI ASSOOUTES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT UMUITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES: AND OWNER SH L INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CIAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT GRIM1601 DATE 2018-0328 DRAWING SCALE 1"=40' DRAWN BY KLM / CJM APPROVED C S — 1 . 11 SHEET 11 OF 33 n GRIM1601 O z DRAWING SCALE L i"=50' U) Lu o 0 KLM / CJM O H Q y N o TN O 12 0 LL >Oz mwo O LLw y Qw LAY' W ZW CN R Z O >ma Y z�3� co ��,Tli Op W w n a w Y U 9 GRIM1601 DATE tzQ� DRAWING SCALE i"=50' DRAWN BY 8U� KLM / CJM APPROVED BY MMA O 12 A2 OF 33 >Oz mwo O LLw R Z O >ma Y co ��,Tli Op w n J? m" ,. y Z Nwy w ZOOV z W i yy o a 9 RONALD A. MLSLOWSKY, JR z wz �� No 20674 W U 2 W Z O ware a a U Z S��NAL >N W J 2 W V' Q Q 1M 0 d' 0 LLrc Z U g 0 a ~ o Q Z r > w m> Z o m w oW � _ 0 =w W au w Q Z U U v J w Win Q Z Z— = Z w=)w Ow U� o ~ U~i 00 o a ax U w W i Y M c w LL 6 U 0 LL � F - w cn W LL M DOCUMENTS PREPARED BY PENNON ASSOCIATES ARE INSTRUAENTS OF SERVICE IN RESPECT OF THE PROTECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE E%TENEONS OF THE PRDUECT OR ON ANY OTHER PROJECT. ANY REUSE VATHOUT WNITTEN VERIFICATION OR ADAPTATION BY PENNON ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED NILL BE AT OK RS SOLE RISK AND WTHOUT UABWTY OR LEGAL UPOSURE TO MNNONI ASSOCIATES: MOON R S.L INDEMNIFY AND HOLO HMMLESS T£NNONI MSOCIATES FROM ALL CLAMS, DAMAGES, LOSSES MO UPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT GRIM1601 DATE 2018-03.23 DRAWING SCALE i"=50' DRAWN BY KLM / CJM APPROVED BY MMA CS=l SHEET 12 A2 OF 33 Y F y Z z W i yy 2 U f? iy s U- W J 0O W U 2 W Z O a U Z a m >N W 2 W V' Q Q 1M ZZZW d' LLrc a a r Z m m m N M DOCUMENTS PREPARED BY PENNON ASSOCIATES ARE INSTRUAENTS OF SERVICE IN RESPECT OF THE PROTECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE E%TENEONS OF THE PRDUECT OR ON ANY OTHER PROJECT. ANY REUSE VATHOUT WNITTEN VERIFICATION OR ADAPTATION BY PENNON ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED NILL BE AT OK RS SOLE RISK AND WTHOUT UABWTY OR LEGAL UPOSURE TO MNNONI ASSOCIATES: MOON R S.L INDEMNIFY AND HOLO HMMLESS T£NNONI MSOCIATES FROM ALL CLAMS, DAMAGES, LOSSES MO UPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT GRIM1601 DATE 2018-03.23 DRAWING SCALE i"=50' DRAWN BY KLM / CJM APPROVED BY MMA CS=l SHEET 12 A2 OF 33 k VA DEO STORMWATER DESIGN SPECIFICATION NO.9 Table 9.6. Bioretention Material Specifications SIORETENTION Material Specification, Not" s rt Filler Media to contain'. Twice during growing season • Add reinforcement planting to maintain desired the vegetation 85%-88% sand The volume of filler media based on 110% Filter Media %-12% sail fines 83%-5% of the plan volume, to account for settling Composition organic matterin the form or compaction. d _ of leaf compost .'f. `�. `e.'Jrz `s�' VIII P -Index range = 10-30, OR •erxan �� Filter Media Between 7 and 21 mglkg of P in the The media must be procured from Testing soil media, approved fitter media vendors. CECs greater than 10 Use aged, shredded hardwood bark Lay a 2 to 3 Inch layer on the surface of the Mulch Layer mulch filler bed. Alternative Use river stone or pea gravel, coir and Lay a 2 to 3 inch layer of to suppress weed Surface Cover jute manting, or turf cover. rowth. LJWX Loamy send or sandy loam texture, >aan8 Top Soil with less than 5% clay content, pH 3 inch surface depth. For Turf Cover corrected to between 6 and 7, and an �! organic matter content of at least 2%. l' l Z 3- O U Use a non -woven geoleztile fabric with Apply only to the sides and above the Geotextila/Liner a flow rale of > 110 gal./min /sq. N. untlertlraln. For hotspota and certain karst CI N (e.g., Geotex 351 or equivalent) sites only, use an appropriate liner on S ZONAL J (n bottom. Cooking Layer Lay a 2 to 4 inch layer of sand over a 2 inch layer of choker stone (typically #8 or U w #89 washed qmvell, which is laid over the underdrain stone. Stone Jacket for 1 Inch stone should be double -washed 12 inches for the underdrain;Un n and clean and free of all fines (e.g., 12 to 18 inches for the alone storage layer, and/orr Storage age VDOT#57 stone). aneaded Layer _ °; Q �W LJ R Z ov C140- in Q LJ Use 6 inch rigid schedule 40 PVC pipe Lay the perforated pipe under the length of Underdrams, (or equivalent corrugated HDPE for the bioretention cell, and install non- Cleanouh, and micro-bioretention), With 3/84nch perforated pipe as needed to connect with Perforations at 6 Inches on center; the storm drain system. Install T's and Y's Observation Wells position each underdrain n a 1% w asneeded, depending on the underdrain 24/6 alePo located nor more Than 20 configuration, Extend cleanout pipes to Na feel from the nazi piw. surface with vented caps at the Ts and Ys. Establish plant materials as specified in the Plant one tree per 250 square feel (15 landscaping plan and the recommended � feet co -center , minimum 1 inch plant list. caliper). In general, plant spacing must be sufficient Shrubs a minimum of 30 inches high to ensure the plant material achieves 80% planted a minimum of 10 feel on- cover In the proposed planning areas within Plant Materials center. a 3 -year period. Plant ground cover plugs at 12 to 18 If seed mixes are used, they should be inches on -center, Plant container- from a qualified supplier, should be grown plants at 18 to 24 inches on. appropriate for stonnwater basin center, depending on the initial plant applications, and should consist of native size and how large it will grow. spades (unless the seeding is to establish O maintained turf). Version 1.9, March 1, 2011 VA DEO STORMWATER DESIGN SPECIFICATION NO.9 9 Page 31 of 54 BIORETENTION r(NUH.e✓NN<OL, IMta.c..BNr rp�erora eaaxoawr,+reeT wne,erirw:•w..a:. , L®f rm agree o-, ctaro,.Lov LAs WQM Mp rlGwy„nM1 MIaaE•®M mATso NW..MLorrMa4-.oRons� rr��ay�1��,a AIarIBAV WIa lANna+ilpcar'Inal�ww�w� COFICENTRATED FLOW CURE CUT PFETREATKAE14T -GRAVEL FLOW SPREADER N I� Figure 9.9: Pre -Treatment - Grovelf Flow Spraaderfor Concentrated Flow SECTION 5: PHYSICAL FEASIBILITY & DESIGN APPLICATIONS 5.1 Physical Feasibility Bioretention can be applied in most soils or topography, Since runoff simply percolates through an engineered soil bed and is returned to the stormwater system. Key constraints with bioretention include the following: Available Space. Planners and designers can assess the feasibility of using bioretention facilities based on a simple relationship between the contributing drainage area and the corresponding required surface area. The biomtention surface area will be approximately 3% to 6"/A of the contributing drainage area, depending on the imperviousness of the CDA and the desired bioretention design level. Site Topography. Bioretention is beat applied when the grade of contributing slopes is greater than I% and Ices than 5%. Version 1.9, March i, 2011 Page 13 of 54 VA DED STORMWATER DESIGN SPECIFICATION NO.9 BIORETENTION 9.3. Maintenance Inspections It is highly recommended that a spring maintenance inspection and cleanup be conducted at each bioretention area. The following is a lis(of some of the key maintenance problems to look for: • Check to Bee if 75% to 90•/• cover (mulch plus vegetative cover) has been achieved in the bed, and measure the depth of the remaining mulch. • Check for sediment buildup at curb cuts, gravel diaphragms or pavement edges that prevents flow from getting into thebed, and check for other signs of bypassing. is Check for any winter- or salt -killed vegetation, and replace it with hardier species. • Nola presence of accumulated sand, sediment and (rush in the pre-treatment cell or filter beds, and remove it. is Inspect bioretention side slopes and grass filter strips for evidence of any rill or gully erosion, and repair it. • Check the bioretention bed for evidence of mulch flotation, excessive ponding, dead plants or concentrated flows, and take appropriate remedial action. • Check inflow points for clogging, and remove any sediment. • Look for any bare soil or sediment sources in the contributing drainage area, and stabilize them immediately. • Check for clogged or slow -draining soil media, a crust formed on the top layer, inappropriate Soil media, or other causes of insufficient filtering time, and restore proper filtration characteristics. Example maintenance inspection checklists for Bioretention areas can be accessed in Appendix C of Chapter 9 of the Virginia Storfuwarer Management Handbook (2010) or at the Center for Watershed Protection website at: htW,//www cwo.ora/Resource Library/Conlmllino Runoff and Dlscharaesistr int (scroll to Too16: Plan Review, BMP Construction, and Maintenance Checklists) If Routine and Non -Routine Maintenance Tasks Maintenance of bioretention areas should be integrated into routine landscape maintenance tasks. If landscaping contactors will be expected to perform maintenance their contracts should contain specifics on unique bioretention landscaping needs, such as maintaining elevation differences needed for ponding, proper mulching, sediment and trash removal, and limited use of fertilizers and pesticides. A customized maintenance schedule must be prepared for each bioretention facility, since the maintenance tasks will differ depending on the scale of bioretention, the landscaping template chosen, and the type of surface cover. A generalized summary of common maintenance tasks and their frequency is provided in Table 9.7. The most common non -routine maintenance problem involves standing water. If water remains on the surface for mote than 48 boors after a storm, adjustments to the grading may be needed or underdrain repairs may be needed. The surface of the filter bed should also be checked for accumulated sediment or a fere crust that builds up after the first several Brotm events. There are Version 1.9, March 1, 2011 Page 37 of 54 LEVEL SPREADER WITH PLUNGE POOL FIGURE 2 ( 35 CFS MAXIMUM ) SCHEMATIC VIEW LEVEL SPREADER _... (NOT TO SCALE) RIGID UP 1 OUTLET PROTECTION'S STD. & SPEC. �- 3.18 yESCH FILTER FABRIC \ GRADED PoPRAP G5 FILTER FABRIC DMDISION SCHEINU 12' AGGREGATE SUBBASE Dk U O U L4 LT at W2 al 0 GRAVEL VDOI /57 OR SAND 2' Y Y I' 8' Y Y g i' 1.RET IPRAP SIZE SHALL BE BASED UPON OUVELOCITY AS PER FSM 7 5.220.8.74, 2. RIP(UP THICKNESS SHALL BE BASED UPON Sid. & SPEC. 3.18 IN THE N° Y 2' S I' 8- 5 7 8 I' VESCH, ID- TV I Y I C 1' 110-14-1 Y 10' 2'3. FILTER FABRIC MUST BE PERMEABLE AND MEET THE REQUIREMENTS FOUND IN STD. & SPEC. 3.19 IN THE VESCR 4. CONSTRUCTION MATERIALS AND DESIGN LENM FOR LEVEL SPREADER RIGID UP SHALL BE CONSISTENT WITH FIGURE 1, "SIMPLE LEVEL SPREADER." P (NAT TO SCALE) O �_ OUTLET PROTECTION 6" V -DITCH 0 OR SLOPEO SHEET FLOW STD. & SPEC. 3.18 VESCH WITH 2:1 SIDE XOPES Frequency Hafer s rt • Spot wimdin , erosion repair, trash removal, and mulch raking Twice during growing season • Add reinforcement planting to maintain desired the vegetation r%JNO >,N density rLick • Remove invasive plants using recommended control methods Stabilize the cicarbibutina drainage area to prevent erosion 'C"0I T5, d _ • Supplement mulch to maintain a 3 inch layer PP Ye .'f. `�. `e.'Jrz `s�' VIII O •erxan �� Page 31 of 54 BIORETENTION r(NUH.e✓NN<OL, IMta.c..BNr rp�erora eaaxoawr,+reeT wne,erirw:•w..a:. , L®f rm agree o-, ctaro,.Lov LAs WQM Mp rlGwy„nM1 MIaaE•®M mATso NW..MLorrMa4-.oRons� rr��ay�1��,a AIarIBAV WIa lANna+ilpcar'Inal�ww�w� COFICENTRATED FLOW CURE CUT PFETREATKAE14T -GRAVEL FLOW SPREADER N I� Figure 9.9: Pre -Treatment - Grovelf Flow Spraaderfor Concentrated Flow SECTION 5: PHYSICAL FEASIBILITY & DESIGN APPLICATIONS 5.1 Physical Feasibility Bioretention can be applied in most soils or topography, Since runoff simply percolates through an engineered soil bed and is returned to the stormwater system. Key constraints with bioretention include the following: Available Space. Planners and designers can assess the feasibility of using bioretention facilities based on a simple relationship between the contributing drainage area and the corresponding required surface area. The biomtention surface area will be approximately 3% to 6"/A of the contributing drainage area, depending on the imperviousness of the CDA and the desired bioretention design level. Site Topography. Bioretention is beat applied when the grade of contributing slopes is greater than I% and Ices than 5%. Version 1.9, March i, 2011 Page 13 of 54 VA DED STORMWATER DESIGN SPECIFICATION NO.9 BIORETENTION 9.3. Maintenance Inspections It is highly recommended that a spring maintenance inspection and cleanup be conducted at each bioretention area. The following is a lis(of some of the key maintenance problems to look for: • Check to Bee if 75% to 90•/• cover (mulch plus vegetative cover) has been achieved in the bed, and measure the depth of the remaining mulch. • Check for sediment buildup at curb cuts, gravel diaphragms or pavement edges that prevents flow from getting into thebed, and check for other signs of bypassing. is Check for any winter- or salt -killed vegetation, and replace it with hardier species. • Nola presence of accumulated sand, sediment and (rush in the pre-treatment cell or filter beds, and remove it. is Inspect bioretention side slopes and grass filter strips for evidence of any rill or gully erosion, and repair it. • Check the bioretention bed for evidence of mulch flotation, excessive ponding, dead plants or concentrated flows, and take appropriate remedial action. • Check inflow points for clogging, and remove any sediment. • Look for any bare soil or sediment sources in the contributing drainage area, and stabilize them immediately. • Check for clogged or slow -draining soil media, a crust formed on the top layer, inappropriate Soil media, or other causes of insufficient filtering time, and restore proper filtration characteristics. Example maintenance inspection checklists for Bioretention areas can be accessed in Appendix C of Chapter 9 of the Virginia Storfuwarer Management Handbook (2010) or at the Center for Watershed Protection website at: htW,//www cwo.ora/Resource Library/Conlmllino Runoff and Dlscharaesistr int (scroll to Too16: Plan Review, BMP Construction, and Maintenance Checklists) If Routine and Non -Routine Maintenance Tasks Maintenance of bioretention areas should be integrated into routine landscape maintenance tasks. If landscaping contactors will be expected to perform maintenance their contracts should contain specifics on unique bioretention landscaping needs, such as maintaining elevation differences needed for ponding, proper mulching, sediment and trash removal, and limited use of fertilizers and pesticides. A customized maintenance schedule must be prepared for each bioretention facility, since the maintenance tasks will differ depending on the scale of bioretention, the landscaping template chosen, and the type of surface cover. A generalized summary of common maintenance tasks and their frequency is provided in Table 9.7. The most common non -routine maintenance problem involves standing water. If water remains on the surface for mote than 48 boors after a storm, adjustments to the grading may be needed or underdrain repairs may be needed. The surface of the filter bed should also be checked for accumulated sediment or a fere crust that builds up after the first several Brotm events. There are Version 1.9, March 1, 2011 Page 37 of 54 LEVEL SPREADER WITH PLUNGE POOL FIGURE 2 ( 35 CFS MAXIMUM ) SCHEMATIC VIEW LEVEL SPREADER _... (NOT TO SCALE) RIGID UP 1 OUTLET PROTECTION'S STD. & SPEC. �- 3.18 yESCH FILTER FABRIC \ GRADED PoPRAP G5 FILTER FABRIC DMDISION SCHEINU 12' AGGREGATE SUBBASE Dk U O U L4 LT at W2 al 0 GRAVEL VDOI /57 OR SAND 2' Y Y I' 8' Y Y g i' 1.RET IPRAP SIZE SHALL BE BASED UPON OUVELOCITY AS PER FSM 7 5.220.8.74, 2. RIP(UP THICKNESS SHALL BE BASED UPON Sid. & SPEC. 3.18 IN THE N° Y 2' S I' 8- 5 7 8 I' VESCH, ID- TV I Y I C 1' 110-14-1 Y 10' 2'3. FILTER FABRIC MUST BE PERMEABLE AND MEET THE REQUIREMENTS FOUND IN STD. & SPEC. 3.19 IN THE VESCR 4. CONSTRUCTION MATERIALS AND DESIGN LENM FOR LEVEL SPREADER RIGID UP SHALL BE CONSISTENT WITH FIGURE 1, "SIMPLE LEVEL SPREADER." P (NAT TO SCALE) O �_ OUTLET PROTECTION 6" V -DITCH 0 OR SLOPEO SHEET FLOW STD. & SPEC. 3.18 VESCH WITH 2:1 SIDE XOPES 5-34 Adoption Dam: I V9/2009 VA DEO STORMWATER DESIGN SPECIFICATION NO, 9 BIORETENTION several methods that can be used to rehabilitate the niter (try the easiest things first, as listed below): • Open the underdrain observation well or cleanout Bad pour in water to verify that the undeulrains are fwutioning and not clogged or otherwise in need of repair. The purpose of this check is to see if them is standing water all the way down through the soil. If there is standingwater on to but not in the undercira then there is a clogged soil layer. If the P• lou, gB Y underdmin and stand pipe indicates standing water, then the underdram most be clogged and will need to be snaked. • Remove accumulated sediment and till 2 to 3 inches of sand into the upper 8 to 12 inches of soil. • Install sand wicks from 3. inches below the surface to the underdrain layer. This reduces the average concentration of fines in the media bed and promotes quicker drawdown times. Sand wicks can be installed by excavating or augering (using a tree auger or similar tool) down to the gravel storage zone to create vertical columns which are than filled with a clean open - graded coarse sand material (ASTM C-33 concrete sand or similar approved sand mix for bioretention media). A sufficient number of wick drains of sufficient dimension should be installed to meet the design dewatering time fur the facility. is Remove and replace some or all of the soil media. Table 9.7. Suggested Annual Maintenance Activities for Bioretention Maintenance Tasks Frequency • Mowin of toss fiher std s and bioretention turf cover At least 4 times a year • Spot wimdin , erosion repair, trash removal, and mulch raking Twice during growing season • Add reinforcement planting to maintain desired the vegetation r%JNO >,N density As needed • Remove invasive plants using recommended control methods Stabilize the cicarbibutina drainage area to prevent erosion 'C"0I • Spring Inspection and cleanup d _ • Supplement mulch to maintain a 3 inch layer PP Ye .'f. `�. `e.'Jrz `s�' • Prune trees and shrubs O Remove sediment in retreatment cells and inflow, lots Once ev 2 to 3 ears • Re lace the mulch la or Eve 3 ears K Y � 3 .. 1. 4CUAWAA �i.-e Vt2�Ja' UOO }O Z mW_ LL W LL O W LJWX >aan8 W f W TH OF N LOG. 2Km �p G I� �! UO z W l' l Z 3- O U D _O W o 6 l r r l• 1 4 K A No.20674 zV4 '�Ol. CI N Js -✓tel -l8 J 0 S ZONAL 5-34 Adoption Dam: I V9/2009 VA DEO STORMWATER DESIGN SPECIFICATION NO, 9 BIORETENTION several methods that can be used to rehabilitate the niter (try the easiest things first, as listed below): • Open the underdrain observation well or cleanout Bad pour in water to verify that the undeulrains are fwutioning and not clogged or otherwise in need of repair. The purpose of this check is to see if them is standing water all the way down through the soil. If there is standingwater on to but not in the undercira then there is a clogged soil layer. If the P• lou, gB Y underdmin and stand pipe indicates standing water, then the underdram most be clogged and will need to be snaked. • Remove accumulated sediment and till 2 to 3 inches of sand into the upper 8 to 12 inches of soil. • Install sand wicks from 3. inches below the surface to the underdrain layer. This reduces the average concentration of fines in the media bed and promotes quicker drawdown times. Sand wicks can be installed by excavating or augering (using a tree auger or similar tool) down to the gravel storage zone to create vertical columns which are than filled with a clean open - graded coarse sand material (ASTM C-33 concrete sand or similar approved sand mix for bioretention media). A sufficient number of wick drains of sufficient dimension should be installed to meet the design dewatering time fur the facility. is Remove and replace some or all of the soil media. Table 9.7. Suggested Annual Maintenance Activities for Bioretention Maintenance Tasks Frequency • Mowin of toss fiher std s and bioretention turf cover At least 4 times a year • Spot wimdin , erosion repair, trash removal, and mulch raking Twice during growing season • Add reinforcement planting to maintain desired the vegetation r%JNO >,N density As needed • Remove invasive plants using recommended control methods Stabilize the cicarbibutina drainage area to prevent erosion c� m M • Spring Inspection and cleanup d _ • Supplement mulch to maintain a 3 inch layer PP Ye Anna OY • Prune trees and shrubs O Remove sediment in retreatment cells and inflow, lots Once ev 2 to 3 ears • Re lace the mulch la or Eve 3 ears SECTION 9: REFERENCES Lake County, OH. Bioretention Guidance Manual. Available online aC htm:/Aw 2.lake ntvohlo,omismd/Fo"s.htm CWP. 2007. National Pollutant Removal Performance Database, Version 3.0. Center for Watershed Protection, Ellicott City, MD. School", T. 2005. Technical Support for the Baywide Runoff Reduction Method. Chesapeake Stormwater Network. Baltimore, MD. www.chesaoeakesto ilwater.net Version 1.9, March 1, 2011 FINISHED GRADE EL. = 630.00 FINISHED GRADE EL. = 627.00 VA DEG STORMWATER DESIGN SPECIFICATION NO. S Y BIORETENTION TYPICAL SIORETEN TION -LEVEL i NI•i Figure 9.4a: Typical Detail of Bioretention Basin Level 1 Design aLQlr�,-a�l�-. '..s�L r� . � 0 LU d co, H Q r%JNO >,N 6i OR > LL �, JT s ?ii c� m M Qd d _ Z Z IL CN g O LU IL F K Y Figure 9.4b: Typical Detail of Bioretention Basin Level 2 Design Page 38 of 54 Version 1.9, March 1. 2011 Page 9 of 54 mall al•a101alMala r' 1 aalM aalaalaal��al■ =II_. I lr 1=n �� t ID • r, ,. r r I F�Gltli EIASiBAVFL 6'2195 DEPTH = 1056 -_ -_ -_ -_ QF ffA GRAVEL 621.27 24° HDPE 0 0.501 ' '"�.«' UNDERDRAIN INV. = 620.81 `.v'7:V. = 621.07 BIORETENTION FILTER A OUTFALL STRUCTURE DETAIL N.T.S. till! 24" HDPE 0 0.50% INV. = 620.50 TOP EL=624.49 gE y NVISB LATER 623.99 A 2_%L MEDIA 623.74 QE PEA-MAVEL 621.74 L GRAVEL DEPTH = 11.761 MM QE EEA GRAVEL 620.76 -6" UNDERDRAIN INV. = 620.76 BIORETENTION FILTER C OUTFALL STRUCTURE DETAIL N.T.S. ..1. .-1=il= �10a1 i1y'U.[a• l•f ;v Ill; 1 1, it r"' ulmvu uvm L IH '. TrL QF ej GRAVEL 24' HDPE 0 5.581 �..•-'•l•�-dT. 6' UNDERORAIN INV. = 623.74"'''"'t`a'"''wr INV. = 624.26 BIORETENTION FILTER B OUTFALL STRUCTURE DETAIL 1 '•1 1 20' EMERGENCY SPILLWAY EL. = 622.75 24"HDPE 0 0.30% INV. = 619.50 N.T.S. 100 1R. WSE=623.36 = 10 YR. WSE=622.75 10' ORIFICE INV: 619.50 2 YR. WSE=620.86 STORMWATER MANAGEMENT FACILITY OUTFALL STRUCTURE DETAIL N.T.S. n i r� . � 0 LU d co, H Q r%JNO >,N 6i OR > LL W c� m M Qd d _ Z Z IL CN g O LU IL F K Y � 3 0LL3 UOO }O Z mW_ LL W LL O W LJWX >aan8 W f W TH OF N LOG. 2Km �p G I� �! UO z W Z 3- O U D _O W o 6 RONALD A. MLSIAWSKY, JR. 4 K A No.20674 zV4 '�Ol. CI N Js -✓tel -l8 J 0 S ZONAL J (n O � O � U w C/) 0 Z Q 0 J N ED a Z >�> LA o Z SW w 00 W =W wa 2 GO U *� w � 3 w _ °; Q �W LJ R Z ov C140- in Q LJ Y N O U z O wY Y wS U LL LU LU O LLL Y Y � Y O w LU W V p V N a$ Z O UZ 0 Lo LU LB 0c W Z K a w 0 a O > O in N of W wor K t m p ry Z i • N mm N Q N D N ALL DOLL WS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ME NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE By OWNER OR OTHERS ON THE EZTENSIONS OF THE PROJECT OR O I ANY OTHER PROJECT. MT REUSE WITHOUT4MII-TEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCWTES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RIMMED WITHOUT LIABILITY OR LI EXPOSURE TO PENNON] ASSOGWTES; AND 0MER SHALL INDEMNIFY AND HOLD HARMLESS PENNCNI ASSOCIATES FROM ALL CVJMS. DAMAGES. LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT GRIM1601 DATE 2018-03-28 DRAWING SCALE N/A DRAwN av KLM I CJM APPRoveD Rv MMA CS -1.13 SHEET 13 OF 33 VA DEQ 8TORINWATER DESIGN SPECIFICATION NO. 9 SIORET'ENTION APPENDIX 9-B ADDITIONAL DETAILS AND SCHEMATICS FOR REGULAR. BIORETENTION PRACTICES WATERTIGHT CAP ON TERMINAL. END OF PIPE Version 1.9, March 1, 2011 I I2 F VERSION 1.6 September 31, 2009 4' P.V.0 SCRE`w'V CAP ON GRADE 4'P V C. NONPERFORATED STANDPIPE USE 45` WYE AND FITTING OR EQUIVALENT DIRECTIONAL CLEANOUT TO CONNECT UNDERDRAIN TO STANDPIPE Figure 9-8.1. 4°' P.Y.C. Cleanout Detail rLI Page 51 of 54 FIGURE 9-8.2. TYPICAL 81OFILTER PLANTING SPECIFICATIONS BIOFILTER PLANTING SPECIFICATIONS: FROM VIRGINIA STORMWATER MANAGEMENT HANDBOOK 1. ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT MOIST DURING TRANSPORT FROM THE SOURCE TO THE JOB SITE AND UNTIL PLANTED. 2.WALLS OF PLANTING SHALL BE DUG SO THAT THEY ARE VERTICAL 3.THE DIAMETER OF THE PLANTING PIT MUST BE A MINIMUM OF SIX INCHES (6•) LARGER THAN THE DIAMETER OF THE BALL OF THE TREE.. 4.THE PLANTING PIT SHALL BE DEEP ENOUGH TO ALLOW 1/8 OF THE OVERALL DIMENSION OF THE ROOT BALL TO BE ABOVE GRADE LOOSE SOIL AT THE BOTTOM OF THE PIT SHALL BE TAMPED BY HAND. 5.THE APPROPRIATE AMOUNT OF FERTILIZERS TO BE PLACED AT THE BOTTOM OF THE PCF (SEE BELOW FOR FERTILIZATION RATES). 6. THE PLANT SHALL BE REMOVED FROM THE CONTAINER AND PLACED IN THE PLANTING PIT BY LIFTING AND CARRYING THE PLANT BY ITS BALL (NEVER LIFT BY BRANCHES OR TRUNK). 7.SET THE PLANT STRAIGHT AND IN THE CENTER OF THE PIT SO THAT APPROXIMATELY 1/8 OF THE DIAMETER OF THE ROOT BALL IS ABOVE THE FINAL GRADE. S.BACKFILL PLANTING PIT WITH EXISTING SOIL 9.MAKE SURE PLANT REMAINS STRAIGHT DURING BACKFILLING PROCEDURE. 10. NEVER COVER THE TOP OF THE BALL WITH SOIL MOUND SOIL AROUND THE EXPOSED BALL . 11. TREES SHALL BE BRACED BY USING 2•• BY 2"• WHITE OAK STAKES. STAKES SHALL BE PLACED PARALLEL TO WALKWAYS AND BUILDINGS. STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE BALL UTILIZING HOSE AND WIRE THE TREE IS BRACED TO THE STAKES. PROVIDE CAP 12. BECAUSE OF THE HIGH LEVELS OF NUTRIENTS IN STORMWATER RUNOFF TO BE TREATED, BIORETENTION BASIN PLANTS SHOULD NOT REQUIRE CHEMICAL FERTILIZATION. ADDITIONAL PLANTING NOTES SEE PLANT SCHEDULE FOR SPECIFIC PLANT SPECIES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK COVERED UNDER THESE PLANS. 21ANDSCAPE CONTRACTOR SHALL REFER TO THE LANDSCAPE SPECIFICATIONS LQELIff 5TAjE OF VlRGIN16 FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL ABIDE BY ITS CONTENTS; HOWEVER ANY NOTES OR SPECIFICATIONS ON THE PLANS SHALL SUPERSEDE THOSE OUTLINED IN THE SPECIFICATIONS MANUAL (COPIES ARE AVAILABLE FOR A FEE FROM THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. VIRGINIA NURSERYMEN'S ASSOCIATION, INC. AND THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS). 3.ALL PLANT MATERIAL SHALL MEET THE MINIMUM SPECIFICATIONS AND STANDARDS DESCRIBED IN THE CURRENT ISSUE OF -THE AMERICAN STANDARD FOR NURSERY STOCK-: PUBLISHED BY THE AMERCAN ASSOCIATION OF NURSERYMEN, 1250 1 STREET, N.W., SUITE 500, WASHINGTON, DC 200{75. 4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE DESIGNER OF ANY VARIANCE FROM THE PLAN. 5.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ANY ONSITE UTILITIES (CALL MISS UTILITY 1-800-552-7001 BEFORE ANY EXCAVATION). 6.REFER TO FINAL SITE PLANS (UNDER SEPARATE COVER) FOR ANY DETAILED SITE INFORMATION. 7.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. 3" MULCH LAYER 6" PVC SCHED. 40 PERFORATED PIPE GRAVEL SUMP PROVIDE BASE PLATE BIORETENTION AREA OBSERVATION WELL NOT TO SCALE &PLANTS WILL BE PREPARED FOR SHIPMENT IN A MANNER THAT WILL NOT CAUSE DAMAGE TO THE BARK, BUDS. BRANCHES. STEMS, OR OVERALL SHAPE OF THE STOCK. CONTAINER GROWN PLANTS WILL BE TRANSPORTED IN THE CONTAINERS IN WHICH THEY HAVE BEEN GROWN. 9.ALL PLANT MATERWL, UNLESS OTHERWISE SPECIFIED, SHALL BE UNIFORMLY BRANCHED AND HAVE A VIGOROUS ROOT SYSTEM. PLANT MATERIAL SHALL BE HEALTHY. VIGOROUS, AND FREE FROM DEFECTS, DECAY. DISEASES. INSECT PEST EGGS, AND ALL FORMS OF INFESTATION. ALL PLANT MATERIAL SHALL BE FRESH. FREE FROM TRANSPLANT SHOCK OR VISIBLE WILT. PLANTS DEEMED UNHEALTHY WILL BE REJECTED. 10. ALL CONTAINER STOCK SHALL HAVE BEEN PROPOGATED IN A CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL CONTAINER STOCK WITH POORLY DEVELOPED ROOT SYSTEMS WILL NOT BE ACCEPTED. 11, PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL ON SITE SHALL BE STORED AND PROTECTED BY THE CONTRACTOR. OUTSIDE STORAGE AREAS WILL BE SHADED AND PROTECTED FROM THE WIND AND SUN. PLANTS STORED ON SITE SHALL BE PROTECTED FROM ANY DRYING AT ALL TIMES BY COVERING THE BALLS OR ROOTS WITH MOIST SAWDUST, WET BURLAP, WOOD CHIPS, SHREDDED BARK, PEAT MOSS, OR OTHER SIMILAR MULCHING MATERIAL. 12. THE OWNER RESERVES THE RIGHT TO SUBSTITUTE PLANT MATERIAL. TYPE, SIZE AND/OR QUANTITY. ANY SUBSTITUTIONS MUST BE APPROVED BY THE DESIGNER (WEG). 13. MINOR FIELD ADJUSTMENTS MAY BE NECESSARY DUE TO SITE CONDITIONS (EX: ROOT BALL AND UTILITY CONFLICT) MAJOR ADJUSTMENTS MUST BE APPROVED BY DESIGNER. 14. NO PLANTING SHALL OCCUR WHEN THE SOIL IS FROZEN. 15. PLANT MATERIAL SHALL BE PLACED IN EXISTING SOIL WITH EACH PLANTING PIT EXCAVATED TO A SIZE SUFFICIENT TO CONTAIN THE ENTIRE ROOT BALL OR ROOT MASS, WITHOUT CRAMPING ROOT STOCK. 16. THE CONTRACTOR SHALL MAINTAIN A ONE (1) CALENDAR YEAR 80% CARE AND REPLACEMENT WARRANTY FOR ALL PLANTINGS. THE PERIOD OF CARE AND REPLACEMENT SHALL BEGIN AFTER INSPECTION AND APPROVAL OF THE COMPLETE INSTALLATION OF ALL PLANTS AND CONTINUE FOR ONE CALENDAR YEAR. 17. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF TRASH AND DEBRIS WITHIN THE LIMEYS OF THE PLANTING ON A DAILY BASIS. 18. THE CONTRACTOR WILL NOT BE RESPONSIBLE FOR PLANT MATERIAL THAT HAS BEEN DAMAGED BY VANDALISM, FIRE, OR OTHER ACTIVITIES BEYOND THE CONTRACTORS CONTROL 19. THE CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFILLING THE BIOFILTERS AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDERDRAIN INSTALLATION AND THE SOIL MIX. 20. THE BIOFILTER PLANTING AREAS SHALL BE COVERED WITH HEAVY STRAW MULCH TO A DEPTH OF 4' IMMEDIATELY AFTER PLANTING. 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 THROUGHOUT 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 BIORETENTION 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 KETALS. 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 ALL STAKES AND WIRES ONCE A YEAR AND REPLACE AS NECESSARY. REMOVING TRASH, DEBRIS, AND SEDIMENT: VISUALLY INSPECT BIORETENTION FILTER AREAS ON A DAILY BASIS FOR LITTER, TRASH, AND OTHER OBSTRUCTIONS. CARE MUST TAKEN TO PROTECT THE BIORETENTION FILTERS FROM EXCESSIVE SEDIMENTS FROM THE DRAINAGE SHED. WHEN NEW, ADDITIONAL LAND DISTURBING ACTIVITIES OCCUR IN THE AREA DRAINING TO THE FILTER, EFFECTIVE EROSION AND SEDIMENT CONTROL MEASURES MUST FIRST BE PUT IN PLACE TO EXCLUDE SEDIMENTS FROM THE FILTER AREA. WHEN SAND OR OTHER 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 BIORETEMION 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. lY O 7- _ Q IJr 000 mUj? Uw �M� UJ�LU LL LU co zZw Q0Z WZa- 2Q d Ln J � J C] Z. W Q Q C0 Q FE Z w CL T H Op to cn q;r q Li C:) (0 N C:) 7, 14 LO � U. F'TU CL 15 Oa v C') r to Q LU I` c Ln RONALD A. MISLOWSKY, JR J 0 0 0 U) Z > W o CO z w 0C _ Q � w ~ cn Z Z w> r � r a a UL U_ L!J 0 Lij LL N0.24674 �ss�a _ NAL J < LLQ 0 Z Z w w 0 Z w 0 U) r 00 J 0 � 0� = U) 0 z U) z H 0 w U� I— _ Z L31' Y C2 z WM r~ 0 L L r LL v vi DATE 0 0 NIA 0 0 KLM f CJM APPRDVED BY 0 0 0 0 14 C]F 33 0 0 0 0 0 0 0 0 0 0 0 12. BECAUSE OF THE HIGH LEVELS OF NUTRIENTS IN STORMWATER RUNOFF TO BE TREATED, BIORETENTION BASIN PLANTS SHOULD NOT REQUIRE CHEMICAL FERTILIZATION. ADDITIONAL PLANTING NOTES SEE PLANT SCHEDULE FOR SPECIFIC PLANT SPECIES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK COVERED UNDER THESE PLANS. 21ANDSCAPE CONTRACTOR SHALL REFER TO THE LANDSCAPE SPECIFICATIONS LQELIff 5TAjE OF VlRGIN16 FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL ABIDE BY ITS CONTENTS; HOWEVER ANY NOTES OR SPECIFICATIONS ON THE PLANS SHALL SUPERSEDE THOSE OUTLINED IN THE SPECIFICATIONS MANUAL (COPIES ARE AVAILABLE FOR A FEE FROM THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. VIRGINIA NURSERYMEN'S ASSOCIATION, INC. AND THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS). 3.ALL PLANT MATERIAL SHALL MEET THE MINIMUM SPECIFICATIONS AND STANDARDS DESCRIBED IN THE CURRENT ISSUE OF -THE AMERICAN STANDARD FOR NURSERY STOCK-: PUBLISHED BY THE AMERCAN ASSOCIATION OF NURSERYMEN, 1250 1 STREET, N.W., SUITE 500, WASHINGTON, DC 200{75. 4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE DESIGNER OF ANY VARIANCE FROM THE PLAN. 5.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ANY ONSITE UTILITIES (CALL MISS UTILITY 1-800-552-7001 BEFORE ANY EXCAVATION). 6.REFER TO FINAL SITE PLANS (UNDER SEPARATE COVER) FOR ANY DETAILED SITE INFORMATION. 7.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. 3" MULCH LAYER 6" PVC SCHED. 40 PERFORATED PIPE GRAVEL SUMP PROVIDE BASE PLATE BIORETENTION AREA OBSERVATION WELL NOT TO SCALE &PLANTS WILL BE PREPARED FOR SHIPMENT IN A MANNER THAT WILL NOT CAUSE DAMAGE TO THE BARK, BUDS. BRANCHES. STEMS, OR OVERALL SHAPE OF THE STOCK. CONTAINER GROWN PLANTS WILL BE TRANSPORTED IN THE CONTAINERS IN WHICH THEY HAVE BEEN GROWN. 9.ALL PLANT MATERWL, UNLESS OTHERWISE SPECIFIED, SHALL BE UNIFORMLY BRANCHED AND HAVE A VIGOROUS ROOT SYSTEM. PLANT MATERIAL SHALL BE HEALTHY. VIGOROUS, AND FREE FROM DEFECTS, DECAY. DISEASES. INSECT PEST EGGS, AND ALL FORMS OF INFESTATION. ALL PLANT MATERIAL SHALL BE FRESH. FREE FROM TRANSPLANT SHOCK OR VISIBLE WILT. PLANTS DEEMED UNHEALTHY WILL BE REJECTED. 10. ALL CONTAINER STOCK SHALL HAVE BEEN PROPOGATED IN A CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL CONTAINER STOCK WITH POORLY DEVELOPED ROOT SYSTEMS WILL NOT BE ACCEPTED. 11, PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL ON SITE SHALL BE STORED AND PROTECTED BY THE CONTRACTOR. OUTSIDE STORAGE AREAS WILL BE SHADED AND PROTECTED FROM THE WIND AND SUN. PLANTS STORED ON SITE SHALL BE PROTECTED FROM ANY DRYING AT ALL TIMES BY COVERING THE BALLS OR ROOTS WITH MOIST SAWDUST, WET BURLAP, WOOD CHIPS, SHREDDED BARK, PEAT MOSS, OR OTHER SIMILAR MULCHING MATERIAL. 12. THE OWNER RESERVES THE RIGHT TO SUBSTITUTE PLANT MATERIAL. TYPE, SIZE AND/OR QUANTITY. ANY SUBSTITUTIONS MUST BE APPROVED BY THE DESIGNER (WEG). 13. MINOR FIELD ADJUSTMENTS MAY BE NECESSARY DUE TO SITE CONDITIONS (EX: ROOT BALL AND UTILITY CONFLICT) MAJOR ADJUSTMENTS MUST BE APPROVED BY DESIGNER. 14. NO PLANTING SHALL OCCUR WHEN THE SOIL IS FROZEN. 15. PLANT MATERIAL SHALL BE PLACED IN EXISTING SOIL WITH EACH PLANTING PIT EXCAVATED TO A SIZE SUFFICIENT TO CONTAIN THE ENTIRE ROOT BALL OR ROOT MASS, WITHOUT CRAMPING ROOT STOCK. 16. THE CONTRACTOR SHALL MAINTAIN A ONE (1) CALENDAR YEAR 80% CARE AND REPLACEMENT WARRANTY FOR ALL PLANTINGS. THE PERIOD OF CARE AND REPLACEMENT SHALL BEGIN AFTER INSPECTION AND APPROVAL OF THE COMPLETE INSTALLATION OF ALL PLANTS AND CONTINUE FOR ONE CALENDAR YEAR. 17. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF TRASH AND DEBRIS WITHIN THE LIMEYS OF THE PLANTING ON A DAILY BASIS. 18. THE CONTRACTOR WILL NOT BE RESPONSIBLE FOR PLANT MATERIAL THAT HAS BEEN DAMAGED BY VANDALISM, FIRE, OR OTHER ACTIVITIES BEYOND THE CONTRACTORS CONTROL 19. THE CONTRACTOR SHALL CONTACT THE WATER RESOURCES INSPECTOR 24 HOURS PRIOR TO BACKFILLING THE BIOFILTERS AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDERDRAIN INSTALLATION AND THE SOIL MIX. 20. THE BIOFILTER PLANTING AREAS SHALL BE COVERED WITH HEAVY STRAW MULCH TO A DEPTH OF 4' IMMEDIATELY AFTER PLANTING. 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 THROUGHOUT 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 BIORETENTION 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 KETALS. 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 ALL STAKES AND WIRES ONCE A YEAR AND REPLACE AS NECESSARY. REMOVING TRASH, DEBRIS, AND SEDIMENT: VISUALLY INSPECT BIORETENTION FILTER AREAS ON A DAILY BASIS FOR LITTER, TRASH, AND OTHER OBSTRUCTIONS. CARE MUST TAKEN TO PROTECT THE BIORETENTION FILTERS FROM EXCESSIVE SEDIMENTS FROM THE DRAINAGE SHED. WHEN NEW, ADDITIONAL LAND DISTURBING ACTIVITIES OCCUR IN THE AREA DRAINING TO THE FILTER, EFFECTIVE EROSION AND SEDIMENT CONTROL MEASURES MUST FIRST BE PUT IN PLACE TO EXCLUDE SEDIMENTS FROM THE FILTER AREA. WHEN SAND OR OTHER 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 BIORETEMION 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. lY O 7- _ Q IJr 000 mUj? Uw �M� UJ�LU LL LU co zZw Q0Z WZa- 2Q d Ln J � J C] Z. W Q Q C0 Q FE Z w CL T H Op to cn q;r q Li C:) (0 N C:) 7, 14 LO � U. F'TU CL 15 Oa v C') r to Q LU I` c Ln RONALD A. MISLOWSKY, JR J 0 0 0 U) Z > W o CO z w 0C _ Q � w ~ cn Z Z w> r � r a a UL U_ L!J 0 Lij LL N0.24674 �ss�a _ NAL J < LLQ 0 Z Z w w 0 Z w 0 U) r 00 J 0 � 0� = U) 0 z U) z H 0 w U� I— _ Z L31' Y C2 z WM r~ 0 L L r LL 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 WALL 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��cT G R i M 1 fi41 DATE 2018-03-2$ DRAWING SCALE NIA DRAWN BY KLM f CJM APPRDVED BY MMA SHEET 14 C]F 33 z LU 0 z U � Z LU O J U ca �. ❑ U z Uj 0 cn U Z W w CC t;r Z Z CC LU 0 a e3 z w w w �2 x 0 > ❑ p LU ❑ 4 IY ¢ cv CI N C] i ti co o w � OO C<3 (1I 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 WALL 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��cT G R i M 1 fi41 DATE 2018-03-2$ DRAWING SCALE NIA DRAWN BY KLM f CJM APPRDVED BY MMA SHEET 14 C]F 33 ri7' r.. H cn F tj w rr tz Z H O a be r m 0. SEDIMENT BASIN #1 DESIGN SUMMARY DRAINAGE AREA (Ac) 11.35 WET STORAGE- TORAGEREQUIRED 0) REQUIREDVOLUME (67CYIAC) 760 PROVIDED VOLUME (CY) 771 DEWATER ORIFICE INV. ELEV. (ft) 624.10 CLEANOUT ELEV. (FT) 623.10 E QL > LL DRY STORAGE Ri REQUIRED VOLUME (67CV/Ac) 764 PROVIDED VOLUME (CY) 810 RISER CREST ELEV. (FT) 625.70 W i.- Z) i­-CO Z 0P*LTH cn U - r rV DIA, OF DEWATERING ORIFICE (IN) 6 DIA. OF FLEXIBLE TUBING (N) 8 Z r CSD BASIN SHAPE: c Llwe 1 BAFFLES REQUIRED (YESINO) YES 0-1,If.3 cul } RUNOFF: NAL Q2 (CFS) 7.95 Q25 (CFS) 13.35 PRINCIPAL SPILLWAY: EMERGENCY SPILLWAY (YESINO) NO REQUIRED SPILLWAY CAPACITY (CFS) `- RISER DIAMETER (IN) 24 ACTUAL HEAD (FT) 0.75 BARREL LENGTH UNDER EMBANKMENT (FT) 70 HEAD ON BARREL (FT)) 3.45 BARREL DIA. (IN) is TRASH RACK DIA. (IN) 36 TRASH RACK HEIGHT (IN) 13 DESIGN HIGH WATER (FT) 828.45 O` Q 7 IZ W FINAL DESIGN ELEVATION: TOP OF DAM (FT) 629.00 DESIGN HIGH -(NATER (FT) 626.45 EMERGENCY SPILLWAY CREST (FT) J PRINCIPAL SPILLWAY CREST (FT) 625.70 DEWATERING ORIFICE INVERT (FT) 624.10 CLEANOUT ELEVATION (FT) 623.10 UPSTREAM TOE OF DAM (FT) a 622.00 U DEWATERING ORI FILE: - LU h (FT) = 0.75 STORAGE (S IN CF)- 20532 0 (CFS) (6 hours) = 0.9'S A (SF) = 0.23 ORIFICE DIA.(IN) = 6 0 RIP (sut4s)� -9 � TOP (640 (!4LT[If) �(S60) i VA. SEC. RTE. 761 OLD CHARLESTOWN ROAD =t _ ----------- Allr� -------------------------------C3s.e) 2b15 ADT m ~� (VARIABLE WIDTH RNV) •. N� 432 -PG" TED 11(1 MPH Pp Llfd1T) r' _ f`r ` K 11st SFrri I? f _- -- + ---635---� i �" w e I' INSTALL CLEAN WATER DIVERSION PIPE _ z l � DA A = 5.46 AC. STIR 01 24 IN FES I � 5F TOP 635.95 :' INV OUT 633.45 (STIR D2 TO STIR Dl) STIR D2 24 IN FES 91`ta� TOP 635.10 ` I; `` tom, •, -"� INV IN 632.60 (STIR D2 TO STIR D1) 86OF24'RCPCLVQ1,00% ! ! ! SF r ',) 7.9 EROSION AND SEDIMENT CONTROL LEGEND SON FINAL LOCATION OF CONSTRUCTION ENTRANCE TO BE CHOSEN AT PRE -CONSTRUCTION MEETING. 3.05 SILT FENCEF-SF). - - 3.09 UNPORARY DIVERSION DIKE [] 3.14 TEMPOR Y SEDIMENT BASIN CE1 !UNITS OF DMIRBANCE LO a DRAINAGE DMDES m --Ik 71 \ LOQ r �' + I r\ A ay ;]� RNC! 3(6.00" .� � -.: _ Q ` ``. �\ �' i',,, '1` 1 ,y `'•a.,� -\ '_ - _ S 78° 7'31' \4 \ 11p t`"\ \ y 4i1 - �. tot�'`` sw ` r\ _ ! J '3 D.QO' -- - - SS' E 5 74`22'24" E 203_52' - � x• a�rrx� ' i \ \ Com` F 1 _ - - ny�.t X 'JC _ r mo i_ tS ``.A way 65.15' 6.38 q_Q t------------------ \ r s 1+� r ---'----------^ + r , Lp 000007 i fr +� ' i + i 1I I ' ,1� � `x c•�' , +� ..{1x � T .`; \y r � r r� f . + C5 C4 S19F11:ILft LiFI x TEWBRARYJ FOR CONVERSI6N Ti} FOR STORM INFO-/ BIORETENTION FILTER RISER 0010, ,• v I , ! '. �\ " '' e SHALL BE REMOVED._k y , SEE SHEET 22A /f y r/ ' ) .*y ___ _- - - I i r , `QUTLET PIPE MAY BE /'� `,� aixp r`✓' '"'+ 1 f"' Jr-�s i'1 1 ' �- ' ' ABANQONED IN PLACE, MITRE •'' -.__ �' + EACH Ef+'IDTO MATCH - .�/ •� ! \✓ +I ,° _TIGHT-.-- -__ SL.O"rP. 'E AND GROUTEACH IWATER, `°C1 / *4 " ` rSEDIMENT BASIN 1 `TOP OF DAM'629.30C8 j!r ,•� � -, :. ' _ _____ _ _,' r DRY STORAGE EL: 625.7 ` -__-, °• ``' w.. - -' ------ , r WET STORAGE EL = 62:10 0t c; t, �- "CLEANOUT EL 623.1 _ BOTTOM EL - 622.004 ` SS.1 �0\ t y ■ __ ........«.................... C6 �af r + • C7 `4 � •. ^ � . +y +l r "r r r y , r rr' Ir f r r + r {t 1 r 4 t r I 1 ^r r � r 1 x'+ ' 5. ` i. _ ~ � -• � .,.,+rw, �n+�..� _ _ '� _ _ _'-'.....- _ a .I 1 __ r op k `7 ED -� _r +; Ir}f - _'\+h ,� r4` '. rR {. � � `\��S-_--___ _ _ - tea„" *`� 1�� � ..,���" ---_ -__- - ------------- A'�f r, r f ZS. . , NI ,.r..., -__-' it .`/ .1r '. +++ r, ' o ; .,tea '•ti y. °.� . r , , - - -_- + SB -1 DA -11:35 AC.t--------------- --- - -_ --- Y-- 1 _ ..�____---. _ _ - rf l � f A�-_- �• - �\'`,� '6�+� `\ '\ fir,` `\ t� `,\ `� ,� I ------------------ GROUND WATER~ DEWATERING DRAIN �'� -� ��_.._- �� ^� _--___._- - ` SEE DETAIL SHEET27A SEE PROFILE SHEET 22A ------------ k ---------------- r� C:i•' _.�� `�a,�a I 1' +! � '1 °`r ...._...-........».»......»•_".«...«...fie_....,.«,»».».»......v._.....,.»..»,....«...--.«.......»......».».»..-....«...«.»........ � � �y,� ' t�, CxlNS II e F I J," Y 11 r✓' Tyr �� W000000 r �, t /� LAD '``� �"• ; t r �..�� Ii ; � �, .I J ; 1 SF\ --------- --- -- ^_ r t` -. __ ;} 11 SF ------------- L LO ��-- __-`` fir- Cl --- ---- _- �_�______�--"'""_�" X45 "-r�e;sr - Fi43-� _ -64 't`--------- ---------------------------- r- _ '_ _ _ 1 �- _ s =M -T - -77�� .. . ... ...... ------------- V, All SNOWDEN I BRIDGE _ SECT1bN 4 ±yplil `=` mss' `e' •`1+r�til', r4}1�, I`y PDV 44£-4-1-15 I PIN 44E-4'1-14 I PMI 44E 4-f-fi PMI 44E -f -1-i2 PIN 44E -4 -1 -fl I I I r$74 ' -, 1a', ', i y i PIfVLTI 4ARcN L C-ARGDvr DAM O1,WCAN DAVALD A ,BUM& AOCHAtZ E. 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I std RV 1=11:1 AN 44E._4 -1-15C Itj$.$� MAW Cq .AWTY A opov SPACE SF (DEAD HEAD) ,WST. 14WO68N � 2vAoW., R4 Uflr•VACANT T r CL I I+- -j tr7 V 0) Z LLN _ �r ffl ;y q (0 Q + 04 E QL > LL s Ri co) U U7 cn U) Lu CC >COCL CIO W i.- Z) i­-CO Z 0P*LTH cn U - r rV Z w c_ III: uj �f Z r CSD Z c LU RONALD A. N USLOWSKY, JR. CL I I+- -j Of T- Z H Z d 0 LI_ i W Z E QL s r OZ J2 Fr o Lu CC >COCL W i.- Z) i­-CO Z 0P*LTH cn U - OF Of m uj �f V)ZU) Ill Z dY n 0- ❑ RONALD A. N USLOWSKY, JR. Lu Q LW t} --4 )N4. 20674cr 0-1,If.3 cul } ��[ � NAL J i s r J2 V n 0- U) J Y `- cr- I- a N [Y Z Z LL! 7 ODO O` Q 7 IZ W ut 0 Z •---= Vi W J © Lu CL w U < F LU 7 Lli LLI N 0- U ® W W b U3 Q C)/Y� F n O LL E2 W z uj Ce> z NLLI�y LL 0 W 0 LL J U LU � CX } LLI 0 0L q Lu LL L) 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 PENNON( ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS. DAMAGES. LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT GRIM 1601 DATE 2018-03-28 DRAWING SCALE 1"=50' DRAWN BY KLM 1 CJM APPROVED BY MMA CS -1.15 SHEET 15 OF 33 s r J Y Z Vi W LU W Q W 0 J U LU � CX } 0 q Lu D L) Q U O °� 3 W Z 12 LU W Z Q Q CW.7 W 0, Q IL ca u) Lu U) 0. Lu W uJ LY LU w CC C1. [e 4 v cn T O co m ar dx Q M cV Ol co 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 PENNON( ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS. DAMAGES. LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT GRIM 1601 DATE 2018-03-28 DRAWING SCALE 1"=50' DRAWN BY KLM 1 CJM APPROVED BY MMA CS -1.15 SHEET 15 OF 33 ci7 4 U) z J 0 Q 75 2 6i ri EROSION AND SEDIMENT �w CONTROL LEGEND I �� 3.02 TW©RJIR1f STONE C E 0000 SILT FENCE S OFFSITE DRAINAGE AREA CM 1.06 ACRES TO ENTRANCE L 'SIM 1 CIP CULVERT 3.18 OUTLET PcT•EcrIONO P Emmii CWK DLII CD Aur_I :�. �► , i PROVIDE VDOT CL 1 RIPRAP 8'L x 1125W VA. SEC. RTE. 761 qµ dwe OLD CHARLESTOWN ROAD To UaffTAPER y NBakN'Frt ti -'.� _is or 1.E WlOT' RIVIf� s raw _ s� ) is- sw , too MPH POSTED L NAIT) T— _ ---------------_-__ STIR lel IN CM FES �� 13�I 638.64 (STIR D3) L14- - , J_ ;« ,' V--'.. I LEGEND sTR D3 15 IN CM FES I _ / - - - -- - - - I 114V 838.60 (STIR 04) , umi Ila Of L�STURBANCE D i°'" " OFFSITE DRAINAGE AREA I 2.88 ACRESI � r 4 WASHINGTON GAS ESMT. - r CMM SLOPES INET# 10002748 TOTAL AREA 3.43 ACRES10. .` NOTES: I •... 1.) POU EC -2 ON ALL. SLOPES 4:1 OR SWIR man, mew ~ until, 2.) CR111CJIL SLOPES TO BE STAR= MLEAYIRY AFTER READU FK GRADE. FINAL LOCATION OF CONSTRUCTION ENTRANCE TO BE CHOSEN AT `'� PRE -CONSTRUCTION MEETING. / kraraFaeF �^��rlm-1— " .•1 C5 /I s f 5 r' STIR INV 633.45 (STR DI ES ■ M +11 r 2 24 IN FES INV On.60 (STR DI) Yd M M - PROPERW LINE — — $UMi]ING RESTKT1ON LAVES % SEfBIICCKS EI(LSTWG CONTOURS _ _ _ 54L PROPOSED CONTOURS 541 540 awma LINK SOIL DATA NUMBER NAME SLOPES K–FACTOR WDROLOGIC SOIL CROUP RUNOffjMZN POTENTLAL 1B BERKS CHANNERY SILT LOAM 3 TO 8 PERCENT 0.17 C MODERATE 1C BERKS CHANNERY SILT LOAM 8 TO 15 PERCENT ,017 C MODERATE 9B "BROOK CHANNERY SILT LOAM 2 TO 7 PERCENT 02 D MODERATE .. iAL i. ��rAl! rte'WAss. •r J/ ,%' � � `�i���' r•�ffr%Ii: I�/' sir � -- � ��� ;, �/ , , ,1. � _.-. ---�--�'� .-.. �' 1.� -, .- r` er' ��'+i,4r►A,�' '� I�gr i+s;�k,i�l+r t �`I+f Yid''► � 'r r /1w/ /F' ' \ .s ` ��}�ay�1'r;•, ; r. �!.►r01j, / r - - y � �� � ���r+�*t1�►N►► ',� rr'•'rli���`rlj'a f 1410 • � A/,g� �,� - f � � � :� � ��� !Y"//.•I 1 I yr � � � }r � � �Gi �1'`� ry r wr . �.: �..�+. fI . �,./�% j ,� �� I I _ 1/ � ���• � �i► � ��-'� `'��� f r . / v/.�+,*ra �1j11 t1r* /�� � � �� • � . 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NUSL,OWSKY, JR. w r No, 20674 J O Z O I.— d z > 0 �J� ui j- CO W L+••.��1 i uJ W OQ = Z Lu _ O Lu CLw D w U T U) Z W Iii Z "'tea Q cn Z cc *- O LL W 0 W LiJ LL SC Y ]C r2 m F_LQ 4 � w � uj w w � 06 w z x w Q O 7 La o CC ewi �❑ ¢ o' d Q N r•- z IXf co 41► Q tb cV ch ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO HE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTfNG THEREFROM. PROJECT GRIM 1601 DATE 20IM3-2$ DRAWING SCALE 1 "=50' DRAWN BY KLM 1 CJM APPROVED BY MMA CS- 1. 16 SHEET 16 OF 33 cis CONSTRUCTION CFA SILT FENCE ►SILT FENCE DROP INLET +CRA iTJ�'L CURB INLET 1SEDI�IE1�'IT T BL,D C'� c� GRA VE'L CURB INLET � '''�`�► i STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) PROTECTION (�'` 1. SET POSTS AND D(CAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. FILTER L TEiG 11 [J lY! El Y T 1 L TER L Uj r co 1L1 ►_ C7 cL1 TRENCH UPSLOPE ALONG THE LINE 2 X 4' WOOD FRAME U] N 7i' !'-!'J. EXISTPAVEMENT ( � �T �1 CURS INLET � � >' CN {� PAVEMENT VITN Gi2ATE 5:1 0 LL 0 [i! FRAME U 77"FILTER CLOTHMOUNTABLE BERM MIAX c �- fi' MlN. Al <DPTIDNALT J r �' - ~�� / rjy 47? mss- _� rA r SIDE ELEVATION EXISTING GROUND ^' 4� + Q 3' M M %c= 1- CD CD 7O' MIN. .1.� $ �-• WASHRACK 10• MIN. - GATHER f (OPTIONAL) ATCORNERS 10• MIN- FLOW' III III WIRE SCREEN CONCRETE BLOCK 12 MIN.' PAVEMENT PERSPECTIVE VIEWS a r PAVEMENT 4 GRAVEL FILTER [� GRAVEL FILTER 12" `--�� U 0 7- 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. DACKFILL AND COMPACT THE STAKE RUNOFF WATER WIRE MESH � � VDOT Ml *� POSITIVE DRAINAGE 10' MIN, FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL, � I I- Z 2 COURSE AGGREGATE 13 TO SEDIMENT FILTERED WATER z Q I_ TRAPPING DEVICE 49 ;r;• •• y�RUNOFF (� FABRSC l9 �'. e SEDT ENr F1LT1 RED WATER U 0 C� LL t d''' , 0 + MUST EXTEND FULL WIDTH VIEW ,� +�,�+ �' Cfl W Q OF INGRESS AND EGRESS PLAN Y I E YY OPERATION J y � - .1 11 MIN. W � 0 U k} �� IT .. [� z 3` MIN, III` IYII, I I - I f!• r LLI W w 1 J a" > OD ICL 3" MIN. `�� '+ _ J SEDIMENT � ►:. .. ELEVATION a STAKE ANIS Y II �.: SEDIMENT _ •' U~7 TH FILTER CLOTH - o' �y - FABRIC ORIENTATION DETAIL A CONCRETE GUTTER 12= WIRE SCREEN :�� �• � •-: � � LL ' '��' � R I 2" X 4` WOOD STUD SECTION A--A CURB INLET CURB INLET On 6'-7"III Ill zU r W EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SPECIFIC' APPLICATION SPECIFIC APPLICATION SPECIAL APPLICATION 0 d C > [3 [ RONALD A. iv11SLOWSKY, JR. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE THIS METHOD OF INLET PROTECTION IS APPLICABLE AT w Z d No. 20674 .. FILTER FABRIC INLET DRAINS A RELATIVELY FLAT AREA. (SLOPE NO GREATER THIS YSI'IIOD OF INLET PROTECI`IflN IR APPLICABLE AT CURB RUMS 2 ¢ Ir � �� 14 EXCEEDING 55%) WH CRF THE INLET S. TYPICAL OR METHOD FLOWS Li vTNOT INCONVENIENCE PONDING IN FRONT OF THE STRUCTURE IS NCI' LI MY TO CAUSE CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY 6 Tom-- OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. -I � APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS AREAS. � ❑ �Sjp R£1NFORCEC CONfR[TLDRAIN SPACE ;4•z.A�, WIRE I IN STREET OR HIGHWAY MEDIANS. * GRAVEL SHALL BE VDOT #3, #357 OR 6 COARSE AGGREGATE. • GRAVEL SHALL BE VDOT #3, #367 OR #5 COARSE AGGREGATE SECTION B-B - _ - -- SOURCE: ADAPTED irorrl 19$3 ilorl4ond Standards for Sail erasion and Sediment Control, and Va. f}SWC Plate 3.02-I k Adapted from J1E:I},4�kiGn cl�,RM }�d FI>sbriQ Filter Barrier's for Sediment Control, I'IAfB, 3.i�i-I � N.C. �d 3edlrment_ Eantrnl P],�Dn1Tl,: itn YannnL I98B PLATE 5.07-1 SOURCE: VA. DSWC PLATE 3.07--8 bnood t}®t - SOURCE: VA. DSWC PLATE 3.07-8 J (f) 0 J SEDIMENT BASIN SCHEMATIC 0 < SILT FENCE CULVERT INLET PIPE OUTLET CONDITIONS ROCK CHECKDAM � �- PROTECTION � A ELEVATIONS 0 w �, ACRES OR LESS OF DRAINAGE AREA. CR€5TOF SPILLWAY EMERGENCY �+� ENDWALL DESIGN HIGH WATER J (25-YR, STORM ELEV.) 0 3 MIN. t.at z cp 6" of 0 - - - - MIN. 1.0, ------ � � � m d - - - - - - - PIPE OUTLET TO FIAT FILTER CLOTH s, � RISER CREST � � z J � TOE OF FILL IIS CULVERT AREA WM NO DEFINED (OPTIONAL) 67 C.Y'/ AC` DEWATERING Z w � DAY " STORAGE F DE`sACE w O 0 0 w PLAN VIEW CO r = U) (DOWNSTREAM urz"rvlr) B7 C,Y,/ AO. W V STORAZE U i L a VDOT #1 J � LU 7� _z COARSE AGGREGATE P L� 1 _ 0 x _ SEDIMENT CLEANOUT POINT - k 1 y (' WET STORACE REDUCED z �. 3� TO 34 C.Y.f ACRE} 2 W FLOW 2 W - - ANTI-SEEP COLLAR �- � � � ow SECTION A-A ra.'Irlr«a cons SL1r IN e'-9•; racola� I= E"M DESIGN ELEVATIONS WITH � � � w � � TOE OF FILL - 0 1-- EMERGENCY SPILLWAY o W SILT FENCE o a "DISTANCE IS 6' MINIMUM IF FLOW A -10 ACRES OF DRAINAGE AREA: 0 w z IS TOWARD EMBANKMENT 3d {�•) [RESIGN HIGH WATER -�-� ❑ CD FLOW o (25-YR- STORM ELEV.) IaIN.#a.o ~�`4� SATURATED SONE co � � MIN. 5.01 d° I $" a.s' "bNh%ECTlf3iJ's BETWEEN ti'001C L 1MN. 1:0' COMBINATION r�r THE ANTI-SEEP AND E � LL OPTIONAL STONE C.O BINA 1 ION PIPE OUTLET TO WELL 31 THE Bu�2F�EL MUST BE DEFINED CHANNEL FILTER CLOTH 67 C.Y./ AC, T WATERTIGHT "" 14 (1 ~� W FLAN VIEW I (OPTIONAL) DIRY • STORAGE �. _ �� d RISER CREST �r--�� ry 1.0' DOWNSTREAM VIEW 67 C.Y./ AC. _ I' �' x w 0 L a { } " WET ' STORAGE DEWATERING DEVICE i..L _.. VDOT 111 �' COARSE AGGREGATE �;• d SEDIMENT CLEANour POINT FLOW _ �- 2.5' FLOW 27 - SECTION A-Ala*mmm�" _F �� DESIGN ELEVATIONS WITHOUT � ram Clam BEY IN W-9", R=ho[Lli'I w FOR xzn= 11� NOTES: 1. APRON IDMG MAY BE R>pRaP, GROTrrrED RUTAP. GABION EMERGENCY SPILLWAY Y Y M BABaM. OR CONCitICI'E• (RISER PASSES 26-YR. SANT) 2. La L9 THE LI OF TM RDPRAP APRON AB CALCUUTU x CLASS I RIPRAP USING PLATES 3.18-3 AND 3.18-{- ¢ VDOT 3, X357, IIS, X56 OR 57 COARSE AGGREGATE MASS I RWRAP ;A TO REPLACE SILT FENCE IN ' HORSESHOE " WHEN 3. d - 1.5 TnW TIZ MAIMEUM STONE DI►HSrM HUT NOT SOiIrGO: V �. ���� ����� �.��-{� a- HIGH VELOCITY OF FLOW IS EXPECTED LESS THAN B INC�9. w ui SOURCE: ADAPTED from VDOT Standard Sheets and Vo. DSWC PLATE. 3•'08-1 Source: Va. DSWC Plate 3.18-1 SOURCE: VA. DSWC PLATE. 3.20-1 Source: Ira• DSWC Plate 3.14-2 z LU Q a Ui TEMPORARY DIVERSION ITE I- Uj 0 RECC7�L MENDED DE PYA TERIIVNG � o U SYSTEM FOR SEDIMENT ANTI- VORTEX DEVICI DESIGN a o BASINS S z � LU 13LPRESSURE RELIEF U.J or HOLES 1 /2' DIA. LU c7 w Compacted Soil - 0 z I 1 A d A (} 0 © RISER PIPE BASE CONDITIONS IONS LU ® w TOP STIFFENER (IF REQUIRED) � zLu � � I 0 18man. I f I j -Flow IS -X-X-ANGLE WELDED LU �, t! t 4 I t! l t TO TOP AND ORIENTED PER- LU ¢ w ¢ L) 11ANil- PII ADEQUATE O 0 PENDICULA'R TO CORRUGATIONS. . m STRWPM POLYETHYLENE GIP milli111111 i I c47 Q cv r C) 0 0 TOP IS.--.GAGE CORRUGATED < z a 4.5. min � --- 0 0 0 METAL OR 1/15' STEEL PLATE. DEPTH BEEOMMITTED SSURE LI IF ENDS OF HOLES MAY {;, r0 04 Q TACK WELD -- VARIES 1IRW CORRUGATIONS ARE LEFT FULLY u;LU `° QR NAI T BIIERFORATED NGL, DIAMETER FOR• CRY - OPEN WHEN THE TOP IS PLAN VIEW VARIES {SEE CALCULATIONS IN STORAGE ATTACHED. ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ri = APPETIDI 3.14 A) D ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE r PROJECT. THEY ARE NOT INTENDED OR REPRESENTED t 4 WET TACKWELO W ED CYLINDER I$ GAGE CORRUGATED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON ALL AROUND METAL PIPE OR FABRICATED FROM THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER ' FERNCt1e5fYLE ' COUPLING STORAGE rr PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION . 1 S OR ADAPTATION BY PENNONI ASSOCIATES FOR THE := H STEEL PLATE. SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS r - DEWATERING ORIFICE ': SOLE RISK AND WITHOUT LIABILITY OR LEGAL r� SCHEDULE 40 'STEEL STUB 1-FOOT MINIMUM, EXPOSURE TO PENNONI ASSOCIATES° AND OWNER SOURCE: VA. DSWC P1ATE 3.09-1 DIAMETER VARIES (SEE CALCULATIONS IN _ SHALL INDEMNIFY AND HOLD HARMLESS PENNONI CORRUGATED METAL FIISM APPENDIX 3.14-A) - - I [_ ASSOCIATES FROM ALL CLAIMS, DAMAGES. LOSSES AND 8� MIN. NOTES: CYLINDER MUST BE 1111 111se ��IIII'I 111-III--I cTr II- I I- II EXPENSES ARISING OUT OF OR RESULTING THEREFROM. - ---- ' ED TO THE - RC1-�I11II �.�Il 3c�w IIIIIII�If�II�JI VIII I 24 FIRMLY FASTEN ' f'AVEMENI - - -- --- TOP OF THE BRIBER. _ PROJECT GRIM1601 2" VDOT 21-A AGGREGATE I _ 1 m t; I 1 -I-I-1T�_- 11 ISI I I -yam 2� SLOPE MIN. NOTE, WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB • - SUPPORT BAR SITE -1 I I I ! 1 9 I M I = I I�I I-i III III, I I, , _I --fi I I-I I ISI I I fi }C 12" g f rr -i i i- cJ FOR DEWATERING ORIFICE SPACER DAR 3: (6 REBAR MIN.) 2. TOPTHE TTOP ROFATHERISER I-I I I I=III=! I I I-1 i- I 1 GATE 218-03-28 (TYPICAL) -- OR ATTACHED BY STRAPS DRAWING SCALE }// A BOLTED TO TOP OF RISER. w �4 �` • RISER DIAMETER _ t DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 - -- - � D NAE L I TYPICAL CONCRETE BASE TYPICAL STEEL BASE 1 AND AAS}#TU M294 DRAWN BY KLM ! C.1M - I I�j J ��j I 1 FILTER FABRIC MIRAR 180N APPROVED BY MMA ��=16" 3 AGGREGATE SECTION A-A ISOMETRIC COMPACTED SUBGRADE SOURCE: VA. DSWC C S 1 [ STD. 3.03 CCNSTRUCTI{N ROAD STABILIZATIQN SOURCE: USDA-SCS PLATE. s.1a-1O PLATE. 3.14-3 � SOURCE: VA. DSWC PLATE. 3.14-15 NO SCALE SHEET 17 OF 33 s TABLE 3.31-f3 03 Revised June 2 0 TEMPORARY SEEDING 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 (lbs/acre) Feb. 16 - Apr. 30 Annual Ryegrass (lolium multi-florum) 60 - 100 (lbs/acre) May 1 - Aug. 31 German Millet 50 (lbs/acre) FERTILIZER & LIME • Apply 10-10-10 fertliizer at a rate of 450 lbs. /acre (or 10 lbs. / 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 soil by disking or by other means. Control Tech r 3 - When applying Slowly Available Nitrogen, use rates available in Erosion &Sediment Co, ## 4, 2003 Nutrient Management for Development Sites at http:L/www.dcr.state.va.us/sw/e&s.htm#pubs TABLE 3.32-C (Revised June 2003) PERMANENT SEEDING SPECIFICATIONS FOR APPALACHIAN/MOUNTAIN AREA SEED' LAND USE SPECIES APPLICATION RATES 26" Tall Fescue' 90-100% Minimum Care Lawn Perennial Ryegrass 0-10°/D Commercial or Residential Kentucky Bluegrass' 0-10% TOTAL:. 200-250 Itis. SEVEN (7) DAYS TO DENUDED Minimum of three (3) up to five (5) varieties �" EDGE AND END JOKTS TO High -Maintenance Lawn of Kentucky Bluegrass from approved list TOTAL. 125 lbs. THAT ARE TO BE for use in Virginia' MONTHS. ALTERNATE SPACW—O 1 Tall Fescue' 128 lbs. Red Top Grass or Creeping Red Fescue 2 lbs. Genesi Sloe 3:1 or less Seasonal Nurse Crop 20 lbs. QUA 00 TOTAL: 150 lbs. m0Z Tall Fescue' 108 lbs. Red Tap Grass or Creeping Red Fescue 2 lbs. Low Maintenance Slope Seasonal Nurse Crop 20 lbs. (Steeper than 3:1) Crownvetch-' 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 current turfgrass variety list is available at the local County Extension office or through VCIA at 804-746-4884 or at htt :/1Sudan.cses.vt.edu/html/Turf/turf/ ublications/ ublications2.html 2 - Perennial Ryegrass will germinate faster and at lower soil temperatures than Tall Fescues, thereby providing cover and erosion resistance for seedbed, 3 - Use seasonal nurse crop in accordance with seeding dates as stated below: March, April - May 15th .......... . . . ............ Annual Rye May 16th - August 15th ..................... _., Foxtail Millet August 161h - September, October ........... Annual Rye November - February ......................._..- Winter Rye 4 - All legume seed must be properly inoculated. If Flatpea is used, increase to 30 lbs/acre. 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. /acre (or 12 lbs. / 1,000 sq. ft.) * Apply Pulverized Agricultural Limestone at a rate of 2 tonslacre (or 90 lbs. / 1,000 sq. ft.) NOTE: - A soil test is necessary to determine the actual amount of lime required to adjust the sail pH of site. - Incorporate the lime and fertilizer into the top 4 - 6 inches of the soil by disking or by other means. - When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin # 4 2003 Nutrient Management_for _Development Sites at http://www.dcr.state.va.us/sw/e&s.htm#t)ubs PG -3 TYPE I RIPRAP DITCH PROTECTION TYPE If _ RIPRAP SLOPE PROTECTION YNAW TMCJ(?ESS "T- RIP RAP CLASS MMYWIW T- CL ASS AY 20" CLASSY 26" CLASS R 39- 6"CLASS= CLASS= .43 - NOTES, lfNE RR RAP BEDONG MATERAL GEOTE%TNLE FABRIC TO BE PROVIDED UNDER ALL RIPRAP INSTALLATIONS CLASS Al.CLASS NANO CLASS ILINLESS OTHERIMNSE NOTED ON TIE PUNS OR aMIEGTE,D BY TIME ENGWER. RIPRAP INSTALLATIONS OF CLASS MStIALL HAVE AN INYERWOIATE AGGREQATE BEDOW LAYER(S) AS SPECiE0 ON TIE Pt.AWS BASED ON GEOTECFIICH RECON EAINATIDNS. N SEE TYPICAL SEC71ON SHOWN ON PLANS FOR 5OE SLOPE BOTTOM WIDTH AHO DEPTH OF CFiAARiEL AFS Re P THICKNESS. '`°OrrSKOfICATION RErERENCE ROAD ANO WNi)GE STAIVDAROS STANDARD RIP RAP DITCH & SLOPE PROTECTION SWEET 1 OF 1 I REVISION DATE PG -3 245 109.07 L V.DEPARTULUT OF TRANSPORTATION Ott RCMIA LONG TERM MAINTENANCE AND REPAIR PLAN MOWING: ALL GRASSES SHOULD BE MOWED AT LEAST TWICE EACH YEAR. GRASSES SUCH AS TALL FESCUE SHOULD BE MOWED IN EARLY SUMMER AFTER EMERGENCE OF THE HEADS ON COOL SEASON GRASSES. THEY SHOULD BE MOWED AGAIN IN THE EARLY FALL TO PREVENT SEEDS OF ANNUAL WEEDS FROM MATURING. MOWING OF LEGUMES SUCH AS SERICEA LESPEDEZA AND CROWN VETCH CAN BE PERMITTED TO GROW ON THE DAM OR IN ANY PART OF THE EMERGENCY SPILLWAY. LIMING AND FERTILIZING: THE SOIL SHOULD BE SAMPLED ACCORDING TO RECOMMENDED PROCEDURES AT LEAST ONCE EVERY 4 YEARS. THE SAMPLE SHOULD BE TESTED AT A QUALIFIED SOIL TESTING LABORATORY (SUCH AS THE ONE AT VPI&SU), LIME AND FERTILIZER SHOULD BE APPLIED IN ACCORDANCE WITH RECOMMENDATIONS 'BASED ON THE TESTS. REPLANTING AND OVER SEEDING: IF VEGETATION COVERS LESS THAN 40% OF THE SOIL SURFACE, LIME, FERTILIZE AND SEED IN ACCORDANCE WITH CURRENT RECOMMENDATIONS FOR NEW SEEDING. IF VEGETATION COVERS MORE THAN 40% BUT LESS THAN 70% OF THE SOIL SURFACE, LIME FERTILIZE AND OVER SEED IN ACCORDANCE WITH CURRENT RECOMMENDATIONS, REMOVING TRASH AND DEBRIS: TRASH, LITTER AND VEGETATION (OTHER THAN GRASS) WILL BE REMOVED AS NEEDED (BUT NO LESS THAN TWO TIMES PER YEAR) TO PREVENT OBSTRUCTION TO THE FLOW OF WATER, TO PREVENT MOVEMENT OF TRASH AND LITTER TO DOWNSTREAM PROPERTIES, TO MAINTAIN THE INTEGRITY OF THE STRUCTURE, TO PROVIDE AN ATTRACTIVE APPEARANCE AND TO MINIMIZE WATER POLLUTION. REMOVING SEDIMENT: SOIL MATERIALS (INCLUDING CLAY, SILT, SAND AND GRAVEL) WILL BE REMOVED BEFORE THE DETENTION POOL LOSES 10% OF THE DESIGNED STORAGE CAPACITY. SEDIMENT DISPOSAL: SEDIMENT DISPOSAL SHOULD BE IN ACCORDANCE WITH CURRENT PROCEDURES FOR DISPOSAL OF SEDIMENT. WHERE REQUIRED BY THE APPROPRIATE AUTHORITIES, THE SEDIMENT WILL BE TESTED FOR APPROPRIATE POLLUTANTS AT THE OWNER'S EXPENSE BEFORE IT IS REMOVED FROM THE POND. REPAIRS: REPAIR SLIDES, SLUMPS AND ERODED AREAS PROMPTLY AND IN A WORKMANLIKE MANNER TRASH RACKS, PIPES, HEADWALLS, ETC. WILL BE MAINTAINED, REPAIRED AND/OR REPLACED AS NEEDED TO MAINTAIN THE INTEGRITY OF THE STRUCTURE. EXPOSED METAL SURFACES WILL BE PAINTED TO MINIMIZE DAMAGE DUE TO RUST. MAINTENANCE INSPECTIONS: THE OWNER WILL BE RESPONSIBLE FOR INSPECTING EACH STORMWATER MANAGEMENT STRUCTURE AFTER EACH SIGNIFICANT RAINFALL. ONCE EACH YEAR A REPRESENTATIVE OF DEQ WILL JOINTLY INSPECT EACH STORMWATER MANAGEMENT STRUCTURE. APPROPRIATE ACTION WILL BE TAKEN TO ENSURE APPROPRIATE MAINTENANCE. ALL MAINTENANCE COSTS WILL BE BORNE BY THE OWNER. WHERE STRUCTURES ARE TO BE MAINTAINED BY MORE THAN ONE PARTY, ALLOCATION OF COSTS WILL BE IN ACCORDANCE WITH TERMS SET FORTH IN THE MAINTENANCE AGREEMENT. KEYS TO LOCKED ACCESS POINTS SHALL BE AVAILABLE TO DEQ PERSONNEL UPON REQUEST. MAINTENANCE RECORDS: THE LANDOWNER, OR SOMEONE DESIGNATED BY THE LANDOWNER, SHALL INSPECT THE DETENTION! POND WITHIN 24 HOURS AFTER EACH RAINFALL EVENT OF ONE INCH OR MORE OF RAIN, THE OWNER OR THE DESIGNEE SHALL KEEP WRITTEN RECORDS OF THESE INSPECTIONS. THE RECORDS SHALL ALSO INCLUDE MAINTENANCE AND REPAIRS PERFORMED. COPIES OF THESE RECORDS SHALL BE PROVIDED TO THE TOWN UPON REQUEST. THE WATER QUALITY FEATURES SHALL NOT BE MODIFIED IN ANY WAY WITHOUT PRIOR APPROVAL BY DEQ AND FREDERICK COUNTY. EC-2 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. ;.�iIGTiI#: •ft' 7 Y' •,t, CENTER ROW MAY BE cry ELIMINATED WHEN SLOPE no. APPLIED TO DENUDED _Lgo WITHIN SEVEN (7) 5' MAX. Ott OR FLATTER ON ANY PORTION 3' MAX. STEEP R THAN 4 1 TV T SEVEN (7) DAYS TO DENUDED LAP JOINT �" EDGE AND END JOKTS TO 2" ' BE OVERLAPPED r '. COM944C TWO ROW OF STAPLES THAT ARE TO BE FROM EACH STRIP N LAP WITH MONTHS. ALTERNATE SPACW—O 1 a Z < t 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. ;.�iIGTiI#: •ft' 7 Y' •,t, CENTER ROW MAY BE cry ELIMINATED WHEN SLOPE 15 LESS THAN 431 APPLIED TO DENUDED _Lgo WITHIN SEVEN (7) 5' MAX. Ott OR FLATTER ON ANY PORTION 3' MAX. STEEP R THAN 4 1 TV T SEVEN (7) DAYS TO DENUDED LAP JOINT �" EDGE AND END JOKTS TO 2" ' BE OVERLAPPED r '. COM944C TWO ROW OF STAPLES THAT ARE TO BE FROM EACH STRIP N LAP WITH MONTHS. ALTERNATE SPACW—O 1 TAW SOY. FIMWLY JUNCTION SLOT SOIL RETENTION LLAT PLAN VIEW STAPLING DiIIMiGRAM A. ANCHOR SLOT aj TDs S� � J� JLMT*N SLOT f� CHECK SLOT , ' ice ANCHOR SLOT L FOLD ,f' TAMP SOY. FRULY TERMINAL FOLD ox *1P lot CHECK SLOT JUNCTION SLOT NOTtSz - 1- 10 2" 1. APPROX NATE =0 STAPLES REOURED PER W X 22V ROLL. 2- ANCHOR SLOTS JUNCTION SLOTS AND CWCNi SLOTS tO BE BIJRED 6" TO 12 - AND VARIABLE. 3. MAX. SPACM C -C CHECK SLOTS IDD'SLOPE 41 OR LESS 5W SLOPE sTtEPER THAN 4X. 4. STAPLES FOAYIEO FROM NO. 8 STEEL MARE S' STAPLE MRA" UR CTH FOR SANDY SOL E' STAPLE WNLRW MUTE MESH LENGTH FOR OTHER SOIL. I BASIS OF PAYMENT TO BE SQUARE YARDS OF PRDTECTIVE COVUdw COMPLETE IN PLACF_ & JM1 MM OR SM RETENTION MAT W ACCORDANCE WITH THE SPECIFICATIONS BROTECTIVE COVER*4 IS TO NILE LOCATED AS NOCATED ON THE FLANS W ACCORDANCE MAY BE USED AT THE OPTION OF THE CONTRACTOR, WITH THE DHMSIOHS SPECIFED ON TYPICAL SECTION. 4, WIDTH OF MATERIAL MAY VARY FROM IWlNI" UNENSION BY :REWENTS OF 2;'T -TOP" STAPLES OR OTHER MANUFACTURERS DESIGN APPROVED BY THE ENCIEER MAY 4 OR S FEET. BE SUBST61 CD FOR THE STAPLES SHOWN. 5. FOR SOORCES OF APPROVED MATERIAL SEE VDOT'S APPROVED PRODUCTS LIST FOR STV. EC -2 MATERIAL. SKCVrATXM REF ROAD AND BBNDGE STANDARDS PROTECTIVE COVERING INSTALLATION CRITERIA SHEET T OFt REY01i#i DATE 244 VAMMA DEPARTMENT OF TRANSPORTATION 606 n3.O] PROJECT DESCRIPTION T I FREDERICK N I THIS SITE IS LOCATED N FREDE O COUNTY, VIRGINIA ON THE SOUTH SIDE OF OLD CHARLESTOWN ROAD ,LUST EAST OF THE INTERSECTION OF GUN CLUB ROAD AND OLD CHARLESTOWN ROAD. THE 12TH ELEMENTARY SCHOOL PROJECT INVOLVES THE CONSTRUCTION OF A 56,413 SF. SCHOOL BUILDING, PARKING LOTS, SOCCER FIELD, OUTDOOR PLAY AREAS, AND SIDEWALKS. IN ADDITION THE PIAN PROPOSES WATER AND SANITARY SEWER EXTENSIONS, STORM PIPES, DRY UTILITIES, REQUIRED STORMWATER FACILITIES, LANDSCAPING AND LIGHTING. THE LAND DISTURBANCE FOR THIS PROJECT IS 16.05 ACRES. EXISTING SITE CONDITIONS THE EXISTING SITE AREA IS 20 ACRES IN TOTAL. THIS PROJECT IS LOCATED IN THE WESTERN PORTION OF THE PROPERTY. THE SITE IS CURRENTLY VACANT WITH AREAS OF VEGETATION, SOME TREES AND A WETLANDS AREA WITH A STREAM THAT FEEDS INTO LICK RUN. THE SITE GENERALLY DRAINS FROM WEST TO EAST AND SOUTHEAST WHERE THE WETLANDS AND STREAM ARE LOCATED. SLOPES TYPICALLY RANGE FROM 1.0% TO 33% WITH ELEVATIONS RANGING FROM 616.0 TO 648.0 ADJACENT PROPERTY THE SITE IS BOUNDED BY OLD I CHARLESTOWN ROAD AND RESIDENTIAL PROPERTY TO THE NORTH, VACANT LAND TO THE FAST, RESIDENTIAL PROPERTY TO THE SOUTH, AND VACANT LAND TO THE WEST. OFF-SITE AREAS THERE ARE NO OFF-SITE AREAS ASSOCIATED WITH THE PROJECT OTHER THAN THE CONSTRUCTION OF THE NEW ENTRANCE ON OLD CHARLESTOWN ROAD. SOILS AND GEOLOGY THE USDA SOIL SURVEY MAPS THE PREDOMINANT SOILS FOR THIS SITE ARE 1B BERKS CHANNERY SILT LOAM WITH 3 TO 8% SLOPES (HSG C), 1C BERKS CHANNERY SILT LOAM WITH 8 TO 15% SLOPES (HSG C) AND 9B C'LEARBROOK CHANNERY SILT LOAM WITH 2 TO 7 PERCENT SLOPES (HSG D). 1B AND 1C SOILS HAVE MODERATE PERMEABILITY, MEDIUM RUNOFF, LOW SHRINK -SWELL POTENTIAL AND MODERATE EROSION HAZARD, 9B SOILS HAVE SLOW PERMEABILITY, MEDIUM RUNOFF, MODERATE SHRINK -SWELL POTENTIAL AND MODERATE EROSION HAZARD. SEE THE COVER SHEET FOR SOILS MAPPING. THE GEOLOGY UNDERLYING THE SITE IS MARTINSBURG SHALE. 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 I 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 BASIN (3.14) SHALL BE INSTALLED IN LARGER DRAINAGE AREAS TO DETAIN SEDIMENT --LADEN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT. OUTLET PROTECTION (3.18) SHALL BE PLACED AT THE ENDS OF ALL 'DIVERSION DIKES WHERE FLOWS ENTER SEDIMENT TRAPS OR BASINS TO DISSIPATE ENERGY FROM STORMWATER FLOWS ENTERING THE TRAPS. ROCK CHECK DAMS (3.20) SHALL BE INSTALLED IALONG DIVERSION DIKES TO REDUCE THE VELOCITY OF CONCENTRATED FLOWS BEING DIVERTED TO SEDIMENT TRAPS AND/OR BASINS. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. PHASE II: ALL CONTROLS INSTALLED IN PHASE I SHOULD REMAIN UNTIL THE SITE IS STABILIZED. INLET (3.07 & 3.08) AND OUTLET PROTECTION (3.18) SHALL BE INSTALLED AS SHOWN. SILT FENCE WITH WIRE SUPPORT (3.05) SHALL BE ADDED TO AREAS DOWNSTREAM OF THE SEDIMENT BASIN AND SEDIMENT TRAP WHEN THEY ARE REMOVED AND SHALL REMAIN UNTIL UPSTREAM AREAS ARE STABILIZED AND THE PERMANENT BIORETENTION AND DETENTION FACILITIES ARE CONSTRUCTED AND STABILIZED. 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 MEA2QRE5 cry p 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 IF NAL 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. u7 SOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DAMS, DIKES, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, IMMEDIATELY SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. 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 LLA AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: a)NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. b}EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c)EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF --SITE PROPERTY. d)MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e)RESTABILiZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. f) 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 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32 OF THE VESCH. PERMANENT STABILIZATION IS DEFINED AS 90% UNIFORM COVERAGE ON THE ENTIRE SITE, ABILITY TO INHIBIT EROSION AND MATURE ENOUGH TO SURVIVE, INCLUDING 2-3 INCH CUTTINGS. PHASES OF LAND DISTURBANCE ACTIVITIES 1. MANDATORY PRE -CONSTRUCTION CONFERENCE SHALL BE SCHEDULED AS REQUIRED BY REGULATIONS. 2. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. 3. INSTALLATION OF ALL PHASE I EROSION & SEDIMENT CONTROL DEVICES. 4. OBTAIN COUNTY INSPECTOR APPROVAL. 5. ROUGH GRADE SITE. 6. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 7. INSTALL GRASS CHANNEL AND BIO -RETENTION FILTER ONCE UPSTREAM AREAS ARE STABILIZED. 8. REMOVE ALL EROSION & SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. cry p U)"" � 6- CD (0 6- CD (0 H Q N a a, CV LL LL 0 6 N 0 Cn ay _ Z uJ ti Z T W u7 Z < t QUA 00 m0Z ��LW � �_ Ja LuzW >mc M U) W 0 PST H pp COiDLL UJ W Z 00 > W 0 Q Z RONALD A. MISLOWSKY, IR � UJUJ NNa 20674 ,� C� sS7oNAI, J 0 0 T_ C) W W 0 d_ 0Y 'r Z Q m cv ~00 < L_I Z 0 In 1 d 00 co r Z2 w LLI ()b T_ U z Z UJ Q < z = Z W LJ CV 0- T J Ir-cry 0 Uz LL W LL UJ [r J Q LO `Y' U) 06 Of W ui 0 w Olf LL • • • J J J � 0 I - z W W rn Z LIJ �2••� V LLI 0 z o a } U w < (f} O U Z NJJ0 Z °5 UJ W a < a LLJ Z ° 7 UJ CS a d UJ UJ Of L W ¢ ¢ b z I + N N co CLO LU Q C:1 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 RISKAND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNON, ASSOCIATES: AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT GRIM 1601 DATE 2018-03-28 DRAWING SCALE NIA DRAWN BY KLM f CJM APPROVED BY MMA CS - SKEET 1$ DF 33 0 650 1 645 1 640 1 635 1 630 625 } to M Nr _ + - - ISI UT 0 l� Z Lu com ;r, a 9 6- r " W Uj } J (COQ q _a L LL + o . ] (ii ui (A 11 _ a3 �� co `" [1 t LLI _ T cp C) W c+S z n R' o c3 0 Z< 1STING H 47 - LFf7Q - -vi LING �_ dE❑ 0} ��i F -=co z GRADE PROPOSED of >owoa- -.. II QxC'i ... _ PLT H aF U] 2i Ll_LU OR u. + 9 a 0 Z i 4' MIN.OVER RONALD A. MISLOWSKY, JR. w ,d No.20674 aoia ❑Ss�aL ,EXISTING GROUND J 0 0 fI V U) ry z 2 m Q ❑ nwm- 10 F- Z U,F- Z - - r Z VJ 0 CN E5 LL1 (N QY m z 7 z LL W0 o w ® F - 2i oc) z (t) 1 r w ULIJ w 00 Cl ...... _._ ...........� LU �' w Nva 0W U� bLL LLJ LL < w Z, - GLE4R- rh�Lo C7 p r � LL E STRM XING INV:631.73 MI 0 � LL - PROPOSED GRADE µ1, SL Y u, } cc J Y FREI ERICK WATER PRN TE CiQ B" D.I.P. CL 52 WATER LINE O z 17 g U U z LU LU - � w .�.1 U O U atc�i� 8" D.I.P. CL 52 WATER Llai; Q © Q -- t�nC 1 m w (a0 cn LLI - z � W rz +-- a°- w C ¢ w a O w w EL 5; w cr 0 Q) In w rING GROUND. x w w w o TJ r� cu ©r U z :o so co P4C7 H Lo N Lo co O N O _ Dos ING GROUND CSI C7 o0U cV r C 4 rr N 47 {'V CV � N C"7 tr 04 07 (,.y CV 'a � Y. (N n � (�Li O r >" tr t i �' 9 ,� p �r ( r, C] v (tea O c} 1 � C7. Ca 6 OS tr M ( ( �' � (y CJ7 CJS Mi N +� CJS c0 (n � (p w ~` ri (t i7 h- (�0 DATE 2018-03-28 DRAWVNG SCALE 1 "=40' DRAWN BY KLM 1 CJM APPROVED BY MMA csmi mi 9 SHEET 19 OF 33 - - W .... - _ W F ..rte a.. ,__..- .._._._._._..... .._...._.._„_.. . ._. ,-..._....... . ........ • �r r EXISTING GROUND H .� STA:0+03.85 J ELEV°638.60 . ..... ... 18'" MIN CLEAR PROI DIOSED GRACIE '11,4' MIN. COVER _._S. __•___...._....... ......... RM XING 15" HDPE STA :8+30,2{}.._...._ CL 52 –. m m m. .................. - ELEV:631.85 f D3.9. — MIN. 1$" CLEAR F _... _ -- STRM XING 18" HDP STRM XI G 24" HDPE ELEV:630. _...._ STA.d+46.18 STAA+46 18 MIN. 18" CLEAR/ s..... - — 94 0: Lou Ocio cn (DN 07 co M � ,r1'•-- c'7 1!(D c? a? CJS ODN CD pCA 07 r 0) R 0)co r uc0 (£1 �0 lli Id CJm CA Cam �N C7 C> 000 f � N mC7 ^ci (D(a h co C](D � CCS 4 co (XS 1" ('3 r- I"e crS (o (i3 c 7 (3 m (O Lfl (+7 c'7 ii9 co a] 6 ®D Do m CD e0 m co'Z 0o �. c,y c`] f4 Q1 co c) c o :� d C7 Nr Z t-^ C7 -1 t7 r CV ti to '<'� . �t N C7 C S � et (CS CV �t a (o C.1 N `� � t-- N cy t} (o CA � d �t tfS •�^ �ri ti r N'T e} CA .. ` (D (D (D (D (c) (D (D (D co (L) <0 (D (D (O (D (1] tp (p cfS (LS (g1 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 WATERLINE #1 (0+00 TO 12+00) HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1 " = 4' 1 650 1 645 1 640 1 635 1 630 525 coJ CJ m VAI co uJ N cn _ + - - ISI UT 0 l� Z Lu com ;r, a 9 6- r " W Uj } J (COQ q _a L LL 0 (ii ui (A 11 _ a3 �� co `" Z Z W c T cp C) W c+S z n R' o c3 0 Z< 1STING H 47 - LFf7Q - -vi LING �_ dE❑ waw LL z GRADE PROPOSED of >owoa- wI.-LiJ co Of F- co © PLT H aF U] 2i Ll_LU OR u. + 9 a 0 Z i 4' MIN.OVER RONALD A. MISLOWSKY, JR. w ,d No.20674 ❑Ss�aL ,EXISTING GROUND J 0 0 fI V U) ry z 2 m Q ❑ nwm- 10 F- Z U,F- Z - - r Z VJ 0 CN E5 LL1 (N QY m z 7 z LL W0 o w ® F - 2i oc) z (t) 1 r w ULIJ w 00 Cl ...... _._ ...........� LU �' w Nva 0W U� bLL LLJ LL < w Z, - GLE4R- rh�Lo C7 p r � LL E STRM XING INV:631.73 MI 0 � LL - PROPOSED GRADE 4' N. COVER SL Y L)i i. } cc J Y FREI ERICK WATER PRN TE CiQ B" D.I.P. CL 52 WATER LINE O z g U U z LU LU - � w .�.1 U O U 8" D.I.P. CL 52 WATER Llai; Q © Q -- 0 (a0 cn LLI C z � W W w C ¢ w a O w w EL 5; w cr 0 Q) In w x w w w o r� cu r U z :o so co P4C7 H Lo N Lo co O N O CSI C7 o0U cV r C 4 rr N 47 {'V CV � N C"7 tr 04 07 (,.y CV 'a � Y. (N n � (�Li O r >" tr t i �' 9 ,� p �r ( r, C] v (tea O c} 1 � C7. Ca 6 OS tr M ( ( �' � (y CJ7 CJS Mi N +� CJS c0 (n � (p w ~` ri (t i7 h- (�0 12+00 13+00 14+00 15+00 16+00 WATERLINE #1 CONT, (12+00 TO 18+75) HORIZONTAL SCALE: 111= 40' VERTICAL SCALE: 1" = 4' M 650 650 1 645 M 640 1 635 630 PROP. 18" HC 630 625 625 1 620 9+00 M* 10+00 650 630 620 17+00 18+00 18+75 -0+25 0+00 1+00 1+75 WATER & FIRE LATERAL (-0+25 TO 1+75) HORIZONTAL SCALE: 111 = 40' VERTICAL SCALE: 1" = 4' 11+00 650 1 640 1 630 1 625 co co c1' (D 12+00 /Ir V _ + - - ISI UT 0 l� Z Lu com ;r, a 9 6- r " W Uj �. u -i ' (.D � Q 'cc? Q (COQ q _a L LL 0 (ii ui (A U) _ a3 �� `" Z Z W c T cp C) W o c3 0 Z< 1STING 0 BUI LING dE❑ waw LL GRADE PROPOSED of >owoa- wI.-LiJ co Of F- co © PLT H aF U] 2i Ll_LU OR i� cit w coC} z � a 0 Z i 4' MIN.OVER RONALD A. MISLOWSKY, JR. w ,d No.20674 ❑Ss�aL J 0 0 fI V U) r Z VJ 0 CN E5 LL1 (N QY m z 7 z LL W0 o w ® F - 2i oc) z (t) 1 r w ULIJ w 00 Cl ...... _._ ...........� LU �' w Nva 0W U� bLL LLJ LL < w Z, - GLE4R- rh�Lo C7 p r � LL E STRM XING INV:631.73 MI 0 W LL SC SL Y L)i i. } cc J Y FREI ERICK WATER PRN TE CiQ N ttNT O z 650 630 620 17+00 18+00 18+75 -0+25 0+00 1+00 1+75 WATER & FIRE LATERAL (-0+25 TO 1+75) HORIZONTAL SCALE: 111 = 40' VERTICAL SCALE: 1" = 4' 11+00 650 1 640 1 630 1 625 co co c1' (D 12+00 /Ir V m c;) 0 l� Z o " W Uj �. u -i ' (.D � Q 'cc? Q (COQ q L LL 0 U) _ a3 �� `" Z Z W c T cp C) W o c3 0 Z< aLL 0 m 0 Z dE❑ waw LL Ezo of >owoa- wI.-LiJ co Of F- co © PLT H aF U] 2i Ll_LU L i� cit w coC} z � a 0 Z i ❑ ¢ RONALD A. MISLOWSKY, JR. w ,d No.20674 ❑Ss�aL J 0 0 fI V U) r Z VJ 0 CN E5 LL1 (N QY m z 7 z LL W0 o w ® F - 2i oc) z (t) 1 r w ULIJ w 00 Cl Lu U) Lli Z LU I - 2 Z Z) LU �' w Nva 0W U� bLL LLJ LL < w Z, rh�Lo C7 p r � LL W 0 W LL SC SL Y L)i i. } cc J Y F- V) F- z Ld 2 O z g U U z LU LU � w .�.1 U O U LU Q © Q UUS W 0 (a0 cn LLI C z � W W w C ¢ w a O w w EL 5; w cr 0 Q) In w x w w w o r� cu r U z :o so co P4C7 H Lo N Lo co O N O CSI C7 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 G RI I'VII 1501 DATE 2018-03-28 DRAWVNG SCALE 1 "=40' DRAWN BY KLM 1 CJM APPROVED BY MMA csmi mi 9 SHEET 19 OF 33 650 645 635 630 625 620 -0+50 0+00 1+00 2+00 3+00 4+Q+0 5+Aa 650 640 630 620 fi+00 7+00 8+00 9+00 10+00 11+00 SANITARY SEINER PROFILE - EX SMH 1 TO SMH 5 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1 " = 4' Q C0 ci a) Z► e LLI CD to CD U) C-4 ol a0>LL El] U_ coL N d V) Z w c r - Z r C° Z CD W ;s r� d Y Z z < ©LL o� U) _ _... _ ._ .... ti CD 0� _ p <C m w -_tet mo m ---- -PRC>P BLIDG. 4 ,5a m , ❑�0 I - �o0 wzQ w scD- ° —Ir co M CL _ _ { .......... O� NV H op U w z�C y W C7 Q w LL O 0 UQ z LLI 4 w w Lu z ` w w CCL in Lu Ell a } w ad cr LU U3 w d 0 Z U) zLII 7 0 0 z _r co c T ii5 Ks Z p y _ _. _ _.... . ... ...__-_ — 177' OF 8` SDR -- 8" MIN. CLEAR ........�........................... .............. -_- 18` HDPE STORM CROSSI ELEV:627,I i 0 -- 52 `� - vliRit e❑ ¢ cn r,. c ry m lzq` 1i. I © x a © S � -.y, NAL t*� C4 J a� 0 PROPOSED GRAD ...__ 8"' SDR35126 STOR STA:5+85.51 .-CLEAR z 0 . .............. _. -- _ GREASE TRAP RCEPTOR --- (SEE ARCN,.AND- M€P DfRAWNGS) !c2 Lo ao 4 N cc Cl U3 U) ! z - -- I— (DR17) STORM CRUS NG ELEV * 33 - `GROSSING z > z CL J 4 OC) - - — Z3' OF 4` DR -350 Z72' OF 8' SD � a• z J W w ......___. z 18" MIN, - — 18 8" SDR35fZEl ST ------------ I z WLu Lu Lu C ❑ F- a 0, o z bUL w C) ..SDR 35f26 @ ©.66°/a _.._ 26 � 0.5196 4G Z 8" NOPE STORM CROSSING 18' DEIN. CLEARy OF _...-- MIN. CLEAR - `. CRUruSING STAc7±44.29.-.. .._....... ELEV 636.52 � '..... - _. SEW! �R LL V 1 - — 8"SDRC i9T UF_ @a48% 0 -PRIVATE-W. _. ..............._...._ __........_ _. [�7j 1`i c+] _ LL � o cO re Q �-= i� W cl N R M ct7 cotD cNv CV CO CrS c9 � r CD co c� t"3 to Ci) r =� f� ch 7 �j cD ......... °' tt et Cp tfi M My �cC? ti t` .r hl (Q lCi 4CM (7 M rp �D � a' �j 00 `� [U cD rn oa c6 i� M CQ R r !� c+� c"S cD cD �~ r �. Ci _ .._� rn �, rn +� �'' Lo �` cTi u7 cfl I�Lp cM c`7 sci?' fn �? Cp 2 (D `�' `T CO c,-] �"? ftp i ct7 cMj �'! �Dj r R [V eNe}} cpj -0+50 0+00 1+00 2+00 3+00 4+Q+0 5+Aa 650 640 630 620 fi+00 7+00 8+00 9+00 10+00 11+00 SANITARY SEINER PROFILE - EX SMH 1 TO SMH 5 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1 " = 4' Q C0 ci a) Z► e LLI CD to CD U) C-4 ol a0>LL El] U_ coL N d V) Z w c r - Z r C° Z CD W ;s r� d Y Z z < ©LL o� 'J ❑z m , ❑�0 I - �o0 wzQ w z LU co M CL LU I. W a NV H op U w z�C y W C7 Q w LL O 0 UQ z LLI 4 w w Lu z ` w w CCL in Lu Ell a } w ad cr LU U3 w d 0 Z U) zLII 7 0 0 z ? 0 e❑ ¢ RONALD A. M[SLOWSKY, JR Q w ,� No. 20674 © x a © S � Q NAL t*� C4 J b 0 z 0 !c2 Lo ao 4 N cc Cl U3 U) z d I— m z > z CL J 4 OC) (n G� W OCi w U z J W w w z I z WLu Lu Lu C ❑ F- a 0, o z bUL w C) LL W z r cn � Wa V LL V 1 ry LLI 0 w LL 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 RESULTINGTHEREFROM- PROJECTGRIM 1 601 DATE 2018-03-28 DRAWING SCALE 1'"=50' DRAWN BY KLM / CJM APPROVED BY MMA CS -1.20 SHEET 20 SOF 33 'J } m I - w z z LU co d U w z�C y W C7 Q w LL O 0 UQ z LLI 4 w w Lu z ` w w CCL in Lu Ell a } w ad cr LU U3 w d Q w a 7 w ? 0 x a v t*� C4 r b z !c2 Lo ao 4 N cc Cl ui 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 RESULTINGTHEREFROM- PROJECTGRIM 1 601 DATE 2018-03-28 DRAWING SCALE 1'"=50' DRAWN BY KLM / CJM APPROVED BY MMA CS -1.20 SHEET 20 SOF 33 650 645 640 635 630 625 620 -0+50 0+00 1+00 2+00 MR mm 635 630 625 620 3+00 4+00 STORM Al -A5 HORIZONTAL SCALE: 1 "1 = 40' VERTICAL SCALE: 1 " = 4' 650 630 620 5+00 6+00 7+00 7+50 _. - s .- CJ P- inmi rq cD [C --- FINISHED GRADE z F' FINISH - OESIGNER ) [SATE: M*U- M -- - - sr D'1 Co - Q7 -HDPE@3.1 s _ Llf z Cr J } z m�z0 QJ W R Co{ cN� 1��- — a 64 cNri SD - . c MSD � tr'7 N Ste➢ r CD ��r W _ ul Cq o`R U)l a;M 'n "-�I "'o'o z z Q e� OC �_ 7_-........._........._ _.z_.. "uh LJ 0 -- _ N OF 18' HDPE cD I- -....... _ .......... Z _ -. Z �a;�a z Go - ZZ LL >.> -- _ FEET" FINISHEDGRADE 0 z cc+ Cn Co -291 Cf IB'HDPE [ 0.67' - - 18' MIN EXISTING GRADE > - .� s ,• 11, .... E'i .. c� 4 R, , YEAR I=L26CFS TW I=T 105 OF 15.�a 1Mj-M U W U) CLEAR TOTAL ......... ....... _. .......... ................ 560F18"HDPE@0-5n _ LJ C 0.50% C%4LL APPRiiX 3 MATERIAL -SHAPE -SITE -ENTRANCE - PER —._......® E STORM CROSSING CONTROL - 14W OUTLET STA:2+ 1.74 ....► ................ 1w *+DY2 .......... ......... Q BARREL - VEL. (O] CFS QN w4 r1- 0 LL 2-4" RCP - 101 Year 1 10-83 097 .94 635.39 1.6 1,19 i,im 1,60 0.9 0.54- 6U.74 63&39 402 I.C. F- TECHNICAL FOOTNOTES; W z 1) HWi BASED ON POLYNONIIAL DEET -FIT ECIVATIQNS FROM THE FHA PUBLICATION x FINI ED GRADE w g6' OF 15- HD - OF 15" HD E @ 0.50% 2) HWi MAY NOT 8L URATE FOR VALUES < 0.50 AND �4- r5} H = (1 + Ke+(29�� L� rL C�7 Cl) co �Ci [V Cn Sw�7 C+'7co C' Cn . CD N S•'J f V Cn cam- CV N sn CV) 0o= -.1..10T _. �.. _ --- ------ .. _ ® 4 j Tito SMED ON DOWNSTREAM CONTROL OP. FLOW ia" IN CHANNEL ¢ w . ........... _......._..�.. ._ _ _ El EV 630.57 "SAN. SEWER CROSSING .... _.._ 18" MIN. CLEAR _...,........ - U 74' Cf 24- HDPE.@ z 218' OF 1$" HDPE 0.50% wuj Lu7 LU 0.50% - - - z it Q w a 0 0 oCo ofa a uj . a d �� w Co � ��, Co acv �� �� �, cc's oQ , �°° CNOD toc m s N O -0+50 0+00 1+00 2+00 MR mm 635 630 625 620 3+00 4+00 STORM Al -A5 HORIZONTAL SCALE: 1 "1 = 40' VERTICAL SCALE: 1 " = 4' 650 630 620 5+00 6+00 7+00 7+50 -0+50 0+00 1+00 2+00 3+00 STORM 131-135 HORIZONTAL SCALE: 1 "' = 40' VERTICAL SCALE: 1 " = 4' 4+00 m 630 620 5+00 645 m 635 630 625 z 4 [ 7 a a �.3> l s .- CJ P- inmi rq cD [C --- FINISHED GRADE z F' FINISH - OESIGNER ) [SATE: M*U- M -- - - sr D'1 Co - Q7 -HDPE@3.1 s _ F u fl) r z Cr J } z m�z0 QJ W R Co{ cN� 1��- — S rORM CROSS - . 7 MSD � tr'7 N Ste➢ r CD ��r W _ ul ENT, TYPE: pr r j"tim . _ rn .. CND -...m w LoI,-"'+ cc m F -z O 0 SD Cm Cpl ---W to to - "uh i N OF 18' HDPE Z Z _ 110.92% NAL Z - -. Z �a;�a z Go - ZZ LL >.> -- NO. OF PIPES = � DIAMETER 2 FEET" FINISHEDGRADE 0 z cc+ Cn Co -291 Cf IB'HDPE [ 0.67' - - 18' MIN O0 > MANNING`S rh 0.0113 Ie =,4 EI,.1=_633 45 EL4 - 632.60 ELtr - 637 11 ELSh L= "8,5.L"o .� .r y ,• 11, lel E'i W c� 4 R, , YEAR I=L26CFS TW I=T 105 OF 15.�a 1Mj-M U W U) CLEAR TOTAL - 560F18"HDPE@0-5n _ LJ C 0.50% C%4LL APPRiiX 3 MATERIAL -SHAPE -SITE -ENTRANCE - PER HOF E STORM CROSSING CONTROL - 14W OUTLET STA:2+ 1.74 EQN) 1w *+DY2 2ZOF 24' EL(ho) Q BARREL - VEL. (O] CFS QN w4 r1- 0 LL 2-4" RCP - 101 Year 1 10-83 097 .94 635.39 1.6 1,19 i,im 1,60 0.9 0.54- 6U.74 63&39 402 I.C. F- TECHNICAL FOOTNOTES; W z 1) HWi BASED ON POLYNONIIAL DEET -FIT ECIVATIQNS FROM THE FHA PUBLICATION x 6) tm m TW OR tdc+0 WMCHEVER 16 GREATER w ENTITLED CALCULATOR DESIGN SERIES #3 U LL 2) HWi MAY NOT 8L URATE FOR VALUES < 0.50 AND �4- r5} H = (1 + Ke+(29�� L� rL C�7 Cl) co �Ci [V Cn Sw�7 C+'7co C' Cn . CD N S•'J f V Cn cam- CV N sn CV) ,� sr -0+50 0+00 1+00 2+00 3+00 STORM 131-135 HORIZONTAL SCALE: 1 "' = 40' VERTICAL SCALE: 1 " = 4' 4+00 m 630 620 5+00 645 m 635 630 625 z 4 [ 7 a a �.3> ¢ m m C4 C4 551 w*Q, f- :r > ¢Iw-p s .- CJ P- inmi rq cD [C --- FINISHED GRADE z F' FINISH 'FILE: OESIGNER ) [SATE: M*U- Scat Stickley 1111412016 HYDROLOGICAL DATA Q7 -HDPE@3.1 s to Cn Lo Cn z Cr J 18" HDPE S rORM CROSS STA:0+13.7 L 18' MIN. CLEAR . E tr r CD ��r W m Area ` 3.64 AG ENT, TYPE: pr r j"tim . w¢ . MISLOWSKY, JR. "uh `- N OF 18' HDPE C = 0.45 110.92% NAL Z W J Y Tc = 5 min, 110 = 6.8 in -)7 r NO. OF PIPES = � DIAMETER 2 FEET" Z W cc+ Cn Co O 640 645 G 630 635 630 33' OF 620 625 -0+25 0+00 0+75 STORM A2 -A6 HORIZONTAL SCALE: 1" = 40" VERTICAL SCALE: 1" = 41 640 1 GRADE STIR B3 DI -1 RIM 633.51 INV IN 630.47 (STIR B3 TO STIR B4) INV IN 630-37 (STR B3 TO STIR B3A) INV OUT 630.37 (STR B2 TO STR (33) 630 625 -0+25 0+00 0+40 STORM 133-133A HORIZONTAL SCALE: 1 ° = 40' VERTICAL SCALE: 11' = 41 PROJECT: 12t i EIamenm ry School STA f STR: G1JIven#1 z [C DESIGN FORM Lrs �ocfl F' FINISH 'FILE: OESIGNER ) [SATE: M*U- Scat Stickley 1111412016 HYDROLOGICAL DATA Q7 -HDPE@3.1 s to Cn Lo Cn 640 1 GRADE STIR B3 DI -1 RIM 633.51 INV IN 630.47 (STIR B3 TO STIR B4) INV IN 630-37 (STR B3 TO STIR B3A) INV OUT 630.37 (STR B2 TO STR (33) 630 625 -0+25 0+00 0+40 STORM 133-133A HORIZONTAL SCALE: 1 ° = 40' VERTICAL SCALE: 11' = 41 PROJECT: 12t i EIamenm ry School STA f STR: G1JIven#1 z CULVERT DESIGN FORM Lrs �ocfl F' Fredomk County_ VA 'FILE: OESIGNER ) [SATE: M*U- Scat Stickley 1111412016 HYDROLOGICAL DATA Q7 w s !- O U i'r) z Cr J _ METHOD, Rational CULVERT TYKE, RCP'CL I ctr E tr r CD ��r W m Area ` 3.64 AG ENT, TYPE: pr r j"tim . w¢ . MISLOWSKY, JR. "uh `- C = 0.45 i--i-� NAL Z W J Y Tc = 5 min, 110 = 6.8 in -)7 r NO. OF PIPES = � DIAMETER 2 FEET" Z W > Z O O0 > MANNING`S rh 0.0113 Ie =,4 EI,.1=_633 45 EL4 - 632.60 ELtr - 637 11 ELSh L= "8,5.L"o .� w ,• 11, lel E'i W c� DESIGN FLOWS 1 TAILWATIER R, , YEAR I=L26CFS TW I=T 10 1 U W U) CULVERT DESCRIPTION. - TOTAL FLOW HEADWATER Q&CULATIONSCONTROL C%4LL APPRiiX 3 MATERIAL -SHAPE -SITE -ENTRANCE FLO'lu'kl' PER INLET CONTROL CONTROL 0z 14W OUTLET COMMENTS IH1NVV HWI EQN) 1w *+DY2 ho Ko H EL(ho) Q BARREL ELEV. VEL. (O] CFS QN w4 r1- 0 LL 2-4" RCP - 101 Year 1 10-83 097 .94 635.39 1.6 1,19 i,im 1,60 0.9 0.54- 6U.74 63&39 402 I.C. F- TECHNICAL FOOTNOTES; W z 1) HWi BASED ON POLYNONIIAL DEET -FIT ECIVATIQNS FROM THE FHA PUBLICATION x 6) tm m TW OR tdc+0 WMCHEVER 16 GREATER w ENTITLED CALCULATOR DESIGN SERIES #3 U LL 2) HWi MAY NOT 8L URATE FOR VALUES < 0.50 AND �4- r5} H = (1 + Ke+(29�� L� 1 W1.33) V'12 /2� Co 7)EE-(ho)aELo+H+ho 0Q 3) EL(N) a FIM + Eb (INVERT OF INLET C€71NTROL CTION) ® 4 j Tito SMED ON DOWNSTREAM CONTROL OP. FLOW ia" IN CHANNEL ¢ w O_ IL I E., Y z o W Lrs �ocfl F' U) N 0 LL. O U M*U- o U) Q7 w s !- O U i'r) z Cr J z w r�. Z ctr r' r CD ��r W m IL I E., Y } z Q H 0 LL. O U ccm zw- 0 CL w s !- O U J z Cr J w >LLJ � 11 LU LU Co ZT I I0wCo wQz m (RONALD w¢ . MISLOWSKY, JR. wNa.20674 `- i--i-� NAL J O O s TZ J J J 0 U) m i--i-� Z W J Y LL m Z W > Z O O0 > w n O _uj Co OD W c� w c U u) U W U) W w Z Lu C%4LL 3 U) ) w w °a 0z C7 Euj (O] L0 I-- w4 r1- 0 LL ry W F- W z x w U LL 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 GRIM 1601 DATE 2018-03-28 DRAWING SCALE 1..=50' DRAWN BY KLM / CJM APPROVED BY MMA C-1.2 1 SHEET 21 OF 33 s J J J m Y z w V) (O] W 0 F- z w U } Co 0Q ® ¢ w O_ U z wuj Lu7 LU z it Q w a 0 0 oCo ofa a uj . a d N • • m 0 N O 4 z w a N `n ca ¢� ''n of t-- c6 N 0 to C] 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 PENNONI ASSOCIATES FROM ALL CLAIMS. DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM, PROJECT GRIM 1601 DATE 2018-03-28 DRAWING SCALE 1..=50' DRAWN BY KLM / CJM APPROVED BY MMA C-1.2 1 SHEET 21 OF 33 1 645 IIIIIIIIIIIIM� 1 635 1 630 1 625 1 620 HDPE 0 0.54% r- r-- ! t- 1 r r 6 GItrP�y��ri ` r�5 6 to -. ..r or lDJ I- z r� P > re U � � -- - - C} r Cp �� r4 U[Gx Hz 0 U) 6) 48''MIN. GEAR F WATERLINE CI +37.81 627.80 LO Ci Z 1 . _....._..... ....._.._._ ..-1_111. ..._.......�...... a EXWNG GRADE a) In lq co d Pipe girltllcicr ' Do 11rlcllcs) 1- U) 1.. •1, tp co fY z � -�S rn o................................. F CJ gwwtoc25 Cit2') _ FINISHED GRAD W ..__...-..Li r •. �_ Z Z Z p o o _...._........... ............._..........._....1.11.1.... 1111 d c0 t7 z52 H. Z .............. (*7 W w (D � cI1 Z) . (s.W N CVLO CO CO Z- - r N C"j � a) tom- t3• c�7 (Y3 to (0 ?j tt on 00 t+'1, h. i'ri 10 '0 ;''] rD t,(] _ >> It 7 �,t- CS C]' � Z _.._ ......_........ ................... .... ._...... ............ .. _........ .0 Z_7 -,Z t- I.-- '�`' � co (0 ^. m �`N C7 I•� �. � CD CO CO _. tL7 t� m sly Cil M CO is � (0 !,v 74' OF 15' HDPE @ 0,50° 9113 2;13 2,3' CLEAR r Lmj Imert D14 _.....................................................................................-._.._ -. _.. ................................... .....-�.. TYPE IO goo 2,3A 010 lln 81A i` 4011 co 004 Lq 001 1! CD 2.33 4AI r .__.._.._............. �....... C=7 .............................................. 1111__ 0 4v 06, ti. % 4.26 TYPE III 400 .r. "�• '� � r'.v 1 8` DIP TERLMIE ID1•7 - - - E1.EV. 10 5.511 $ X18' MIN. CUkR HDPE 0 0.54% r- r-- ! t- 1 r r 6 GItrP�y��ri ` r�5 6 to -. ..r or lDJ I- z r� P > re U � � -- - - C} r Cp �� r4 U[Gx Hz 0 U) 6) 48''MIN. GEAR F WATERLINE CI +37.81 627.80 -0+50 0+00 1+00 2+00 3+00 1 645 1 640 1 635 1 630 LO Ci Z 1 . _....._..... ....._.._._ ..-1_111. ..._.......�...... a EXWNG GRADE a) In lq co d Pipe girltllcicr ' Do 11rlcllcs) 1- U) 1.. •1, tp co fY z � +- rn o................................. F CJ gwwtoc25 on ui Ip FINISHED GRAD W p} Z Z Z Z p o o 5.41 m VDOT Class 1 t7 z52 H. Z .............. ---~ ENTRANT E q . (s.W N CVLO CO CO ';t CV C"] Cp �� y co to '� 7 G.6 (O r N C"j � a) tom- t3• c�7 (Y3 to (0 ?j tt on 00 t+'1, h. i'ri 10 '0 ;''] rD t,(] .m CN C'sI CD C] CO t0 c''? V'I' ID (0 It 7 �,t- CS C]' � ti0) p uj �"- m � co (L) LO t�r CLl C'7 caa aca CV � � (D tL1 N C'1 (0 I.,ti qR-i Cl) cLs (0 t- I.-- '�`' � co (0 c h- e�� C7 c0 � m �`N C7 I•� �. � CD CO CO _. tL7 t� m sly Cil M CO is � (0 -0+50 0+00 1+00 2+00 3+00 1 645 1 640 1 635 1 630 645 635 640 630 625 630 620 -0+25 0+00 1+00 STORM D1 -Q2 HORIZONTAL SCALE: 1" = 401 VERTICAL SCALE: 1" = 41 U y 4+00 5+00 STORM C1-C7 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' U CY r LO Ci Z 1 . _....._..... ....._.._._ ..-1_111. ..._.......�...... a EXWNG GRADE a) In lq co d Pipe girltllcicr ' Do 11rlcllcs) 1- U) 1.. •1, tp co fY z � +- rn o................................. F CJ gwwtoc25 on ui Ip FINISHED GRAD W p} Z Z Z Z p o o 5.41 m VDOT Class 1 t7 z52 H. Z .............. ---~ ENTRANT E q . (s.W -5.57 2_50 1 DOT Class I ('! 10 20_ AAiIt3111ui11 It}.tip 1215(( 7.5{} 6.41 2 50 V57T Class I Ackmatt C".+5 DI -I LJ O59 j­­ !,v 74' OF 15' HDPE @ 0,50° 9113 2;13 2,3' CLEAR r Lmj Imert D14 ..._.�...rht.-... -. Ai Clio STk0+34,53 TYPE IO goo 2,3A 010 lln 81A ow 4011 co 004 Lq 001 1! CD 2.33 4AI ui C=7 IM -1 111 0 4v 06, ti. % 4.26 TYPE III 645 635 640 630 625 630 620 -0+25 0+00 1+00 STORM D1 -Q2 HORIZONTAL SCALE: 1" = 401 VERTICAL SCALE: 1" = 41 U y 4+00 5+00 STORM C1-C7 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' U CY r LO Ci Z r>r � A= S mlf . _....._..... ....._.._._ ..-1_111. ..._.......�...... . _. _.. EXWNG GRADE a) In lq co d Pipe girltllcicr ' Do 11rlcllcs) Discharge 01() (Crs) U) 1.. •1, tp co fY DC7 +- o o m m rfl ❑ CJ gwwtoc25 on A 1 FINISHED GRAD U F- Z Z O p} Z Z Z Z p o o 5.41 (n VDOT Class 1 B1 z52 10 640 645 q . M , 630 635 630 620 625 -0+25 0+00 1+00 STORM C3 -C8 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: lot = 4' ........... - _._._...._._.. .... '' r r r>r � A= S mlf . _....._..... ....._.._._ ..-1_111. ..._.......�...... . _. _.. EXWNG GRADE ...- Pipe girltllcicr ' Do 11rlcllcs) Discharge 01() (Crs) 7ail11uter C1Q"tion Ripcfp 1..e11I;1I1. Lu (11) Rlpmp W -a tilL DJS Aprom W 1111 Riprap Widih UIS Apron 3Do 01) 4"c1{aeil-,. V (fps) Dcytll (ft) Riprap Type A 1 FINISHED GRAD 11,16 Minim mo 10.1,)() I2.f1(I 6_(11) _ 5.41 ri VDOT Class 1 B1 24 -_. 17.18 iNiIUM111n9 10,00 12.(71( (s.W -5.57 2_50 1 DOT Class I ('! 10 20_ AAiIt3111ui11 It}.tip 1215(( 7.5{} 6.41 2 50 V57T Class I Ackmatt C".+5 DI -I LJ O59 Pk -Mannings vommoF'lcl lineLtsh !,v 74' OF 15' HDPE @ 0,50° 9113 2;13 2,3' CLEAR 11.7!;B2. Lmj Imert D14 8' DIP WATERLWE CROSS NG Ai Clio STk0+34,53 TYPE IO goo 2,3A 010 lln 81A ow 4011 co 004 6 W m 630 625 -0+50 0+00 1+00 1+50 STORM C6 -C10 HORIZONTAL SCALE: 1 "' = 40' VERTICAL SCALE: 1" = 41 6+00 7+00 8+00 9+00 NQ 111. Rip -map dimensions I3. N C t)=I1 delcmulled using Virglrnc7 tr©sion am bomitwra L,ontr0111t111 mock, I nuo L aition 1'jY1. mules.i. vii -i alto •3. I M-4. V lD0 I' INLET ['CIIIiP 1'rA'iin % 640 6310 620 9+50 !:R ATV INI.FTviri [PiITAffnnNS Simi into. Surtxe 1t1µ1 Floc Sls7 • r>r � A= S mlf RIPRAP DESIGN COMPUTATIONS n' FdcUr I Q dol Strt�t127+s Number Pipe girltllcicr ' Do 11rlcllcs) Discharge 01() (Crs) 7ail11uter C1Q"tion Ripcfp 1..e11I;1I1. Lu (11) Rlpmp W -a tilL DJS Aprom W 1111 Riprap Widih UIS Apron 3Do 01) 4"c1{aeil-,. V (fps) Dcytll (ft) Riprap Type A 1 24 11,16 Minim mo 10.1,)() I2.f1(I 6_(11) _ 5.41 2 +1,r VDOT Class 1 B1 24 -_. 17.18 iNiIUM111n9 10,00 12.(71( (s.W -5.57 2_50 1 DOT Class I ('! 10 20_ AAiIt3111ui11 It}.tip 1215(( 7.5{} 6.41 2 50 V57T Class I Ackmatt C".+5 DI -I .1.74 O59 Pk -Mannings vommoF'lcl lineLtsh !,v F01 ry Pr Til 9113 2;13 0.13 11.7!;B2. Lmj Imert D14 011 081 Ai Clio I+S1 TYPE IO NQ 111. Rip -map dimensions I3. N C t)=I1 delcmulled using Virglrnc7 tr©sion am bomitwra L,ontr0111t111 mock, I nuo L aition 1'jY1. mules.i. vii -i alto •3. I M-4. V lD0 I' INLET ['CIIIiP 1'rA'iin % 640 6310 620 9+50 !:R ATV INI.FTviri [PiITAffnnNS V.D.O.T. METHOD HYDRA[ ]1.I(-C.RADF11NF 1170NI P I JTATIONS Shia Somber Simi into. Surtxe 1t1µ1 Floc Sls7 • r>r � A= S mlf C rae�ximill n' FdcUr I Q dol GTAilc CROM gun paimscr Ar 6'. s11 Pcvtb 111 ltruut0h .A+ DI -I- V.39 ue! Ni 6.SIs 2.42 T'Ypt111 9u11 1:33 0.27 vj%L: ed A4 01.1 0.1.,1 U %4 J014 6.30 157 TYPEli1 9.dU 133 U.2il 105w 'd At DIA .114 n" 0.12 6.50 1,28 TYPE KI a 00 2.13 0.18 1,O%w Ackmatt C".+5 DI -I .1.74 O59 Pk -Mannings vommoF'lcl lineLtsh !,v F01 ry Pr Til 9113 2;13 0.13 11.7!;B2. Lmj Imert D14 011 081 Ai Clio I+S1 TYPE IO goo 2,3A 010 lln 81A ow 4011 0.93 004 6 W 001 Th`pC. 111 1).on 2.33 4AI W".v ciotLaw C=7 IM -1 111 0 4v 06, ti. % 4.26 TYPE III 400 2.17 4.50 r'.v 1 (J6 ID1•7 1].39 p8'. 043 5.511 $ T'Y'PE lilt I so him 9.71 MCloolinoted CS 01.1 4411 0 0y 01.6 630 4,11 TYl'F In 9.110 211 0.50 SO n1, . CS 61-1 rl pt 0.N0 Oil 11.50 "1 1Vpt=i11 91% 2.11 071 S{di6 f' f j DI -1 0.0M 11.PN 0 �(t, 11, W k)6 TYpr 111 4m 2 11 d 111 `no% - d [A LM -1 0.�. X871 036 6.711 i 77PEIII 9w 211 f, 27 "r (' V.D.O.T. METHOD HYDRA[ ]1.I(-C.RADF11NF 1170NI P I JTATIONS Shia Somber Simi into. Surtxe 1t1µ1 Floc Sls7 • 1m-0 %D Oulkl W.S.F. n' FdcUr Ds) FRIC"r1(IN LOSS _ -_ S1.0 Q0 Ln (11,6) Hf -H.G.1.:`R,. Sow- Oudel STORM SEWER DESIGN COMPUTATIONS Vo Ho ap DI JUNCTION LOSS Ai �'s Ni A0•c Aagk *K'Vtil C Ha HI HI (Adjust Suffax m' !) Ht (Adjust. Ink1 Simplot I H.GL,orf Silva Inks Top Slnlct Firs C ■ A71mofrCvtn:clamuman Al k%%% Yes 617.46 621.46 6 012 Design 11 16 2174.23 0.21 a 0.57 Ilollk 3.14 5-S it 0.12 5 27 FP-vM S11um "th Simm d +rJ Suw T. p c ntrtkttlgFc Amo Ams, Runoff t' F.ytor limcw. C • A Ackmatt C".+5 111; 'ro Pipe (nom) llltcmlitR' Q "l' Irstleut. (ln.7a. Fc.Fz.1 Q Asinlll. iC.f.s.h Pk -Mannings vommoF'lcl lineLtsh 1µ311r t%) Ma4xinlmin "n' U Fwwor (c3.s.3 Flliw Full Veloclly (r. s.) Parta Fll Veloenr _(Up 3 0 Long h (R) Fall 1911 Upw1 lm+cn Lmj Imert loll Eter. % FULL_ CYIYER A] t3P, INV. Ai A4 1314 Q. 111) 011,3 0.3 i 037 5-1) kii) 2.42 11.42 l4" 0 -NA. 0.012 4.93 402 5.80 106.65 0.51' 633,26 632!3 61,7.30 48.99% 2.99 A4 Al DI -1 (i:41 13 19 n 24 1111 If 61 _... - - -5.0 6,101 1 r7 1 97 - 0. 0.:1056 01112 _ &,)4 4111 674 96 ;4 0.4R' 632.48 6111111 (11,91 %13 7% 7:.77 A-1 ri2 1 01-1 1 it 34 j 4158 0.20 1h.81 5.0 ('50 2K i 27 18" 11.5(1°': U!1'l2 9.U4 4 55 11,44 219.39 1..0Sr 628.9'6 62'+ 38 6:18.5!1 65-5694 8.41 A2 A(, - 135 Al _ :32 114 l7i"1C I N 'YLO1'LA 305 1 OLI6 1 0.31 0.35 1 0:69 1 OAS 0116 0.27 1.72 1 O.Ot 1 027 3.0 S_0 5.0 091 1"141 611,(11 553 1 0 36 1.77 111, i ;o- 1.`" 24" Ix^ 15" 1 1}.511°/ I. 1192% 2.00% 111112 1a+71? 0112 27!2 10Irl 7691 3.31 6117 5.70 1 8114 1 1 9.34 5101 274.1,2 23.11!. 1 110.013 1.37 IO2T 1.I01 627.23 1 Q&71 633.76 r-25,*, - 6?N :x ('12 f'6 61516 r;xi ctl tis89JU 3.."'i1171t zim 319 I 2 234 83 lA-AC 1 0.44 1 0.32 0.26 0,63 _ 3A 5.50 2.35 4 I1 is, 1,1.6746 t1012 '+.2q 52(' 674 290.99 1.941' 632.41 1.31).37 r, I'Il 5s 3A2 R'; Al tD!-I I It79 0,59 0.47 1.19 1,,0 6.50 3 u7 "< I8" 0 "f. 1100 x 4+3 4 ii 8 04 36 07 0 2% 610.1" 630.09 .1,;t I 46x894 1. lit BI 111.11 93 0,41 1 O.T3 1 1-44 5.0 650 1.63 ,p ;K 2+" 0.31'+6 0.012 1' =:r zY HC14 215% r 62`759 6MAS ti 3.58 516M I" FiA 8.1 4:01: tot 0-1112 15" IS" "o. 1.'7 or,1 ttf 54 110,03 73=" 282:K3 " n 610 063 o2.i IS' 31. 0 Ii 124' 1111` 5;8 ;:2' Iris' „142 4121221 63493 4.6916 x..13 (7 (:b Di' -I 11 Yes 40 0.65 5.0 6130 4126 426 18• 0,9276 0.012 N 19 410 5 Ku 03 7u III;' (=;l 76 (x3143 635.511 5197% .24 C6 C5 DI -7 11.+, 0:117 y37 ;5 1.57 5,0 rr,3Q ..77 t0.24 24" 1 0.5194 13.(112 17 1 5.57 (174 156.69 0.8(1 6304.'. 63013 6x5.+'1) 53,4574 2.37 C9 C4 EDI"1 0.96 17411 __2d3 0,68 2.24 50 6.50 3.31 14.54 24" 1 0.4594 0.012 W 11 513 9,04 ,?79.94 1.2;- (1,30.07 62816 6 37.25 98.0994 5,12 C4 0 DI -1 am 1,90 0,51 2.75 5.0 6:59 3,33 17,37 10" 1 0'_1494 0 012 32 IM 6.61, R 04 110 29 0-11, 61926 h3 SS 61711 34.47% 6.59 C3 0 ix 1CI C7 Ii- Y'LCIPLAS D[ -E OAS Leal 91111 030 469 0.34 90 1771 0.06 1 4, i11N1 3,'. 116 ,1 .11 0;4} ;(. 50 i r1 51. s rr 654} rl sit9.509E ,541 541 0.26 0.(1,0 2.11 x0.54 Q 2:31 1,0" 1 it 35" 18, 0.i91�/s Q30'G 0.3094 loii12 _ 0.012 41!112 0!112 31.49 4,41, @At1--s 6.41 Hto; _ 5;8 7g I 2%281 34.38 988E 1 142' 0.17' 0" 627.45 831.95 1 62!1,93 1 r,260, 6 1 68 QN 45 6x7410 .. (,.71.:11 t;;?!M. 45-U% 0 29'.1'794 7.015 S 1 6A3 i4iia 114 2 11,• 3 21 71 til 111. .15 6:32 9A o rill ' R0 4.00 0.06 (11+4 rr fix 01106 637.00 ; •34 .. ,. R511t 11.0) 13. 040 ,J Ni 1 0.. A90 ..I 7, {I OM " : . 4 1 Am 1 00 0.06 0 Wx if MR lr.i l..+el 63630 ± 59 - - - 1,'d, ti 3' IK` 7.31 96A5 210446 iLA1 629.69 If 0% 0 to 0 10 629,79 6A7tY, . 17 1. 17,�f•Ill�li�tll<����fftt<R'I��f�lft<t4-i1�l�l�f<tt<rff��__ [t■■ffffffi��f:11<#7�#[>l�R���il�1��1�1�ID'�'®�� �_�i�_li�l[tt�t�ilt�- ����f��lwlfT.'I7>�1��1������ tom■ �'I•>�[Z�7��[#i#��®���'�I�1®�lis�f•!•����>���������I<•�� �����1���1��1�����I�i���1��1��1♦�1� 1�1�_������ ■"■f•�d������ii�'i1���liIL17�7�3>EE7tIHlt�1Iffi�I���I��t1•��I�� .. ��E3E�1��":i �# �1���1mt�l[dt�t•�[T1'E11���[X'3I]�tE�i������1•�1•��l��I1•�t•r��� V.D.O.T. METHOD HYDRA[ ]1.I(-C.RADF11NF 1170NI P I JTATIONS Shia Somber Simi into. Surtxe 1t1µ1 Floc Sls7 • 1m-0 %D Oulkl W.S.F. n' FdcUr Ds) FRIC"r1(IN LOSS _ -_ S1.0 Q0 Ln (11,6) Hf -H.G.1.:`R,. Sow- Oudel STORM SEWER DESIGN COMPUTATIONS Vo Ho ap DI JUNCTION LOSS Ai �'s Ni A0•c Aagk *K'Vtil C Ha HI HI (Adjust Suffax m' !) Ht (Adjust. Ink1 Simplot I H.GL,orf Silva Inks Top Slnlct Firs C ■ A71mofrCvtn:clamuman Al k%%% Yes 617.46 621.46 6 012 Design 11 16 2174.23 0.21 a 0.57 Ilollk 3.14 5-S it 0.12 5 27 FP-vM S11um "th Simm d +rJ Suw T. p c ntrtkttlgFc Amo Ams, Runoff t' F.ytor limcw. C • A Ackmatt C".+5 111; 'ro Pipe (nom) llltcmlitR' Q "l' Irstleut. (ln.7a. Fc.Fz.1 Q Asinlll. iC.f.s.h Pk -Mannings vommoF'lcl lineLtsh 1µ311r t%) Ma4xinlmin "n' U Fwwor (c3.s.3 Flliw Full Veloclly (r. s.) Parta Fll Veloenr _(Up 3 0 Long h (R) Fall 1911 Upw1 lm+cn Lmj Imert loll Eter. % FULL_ CYIYER A] t3P, INV. Ai A4 1314 Q. 111) 011,3 0.3 i 037 5-1) kii) 2.42 11.42 l4" 0 -NA. 0.012 4.93 402 5.80 106.65 0.51' 633,26 632!3 61,7.30 48.99% 2.99 A4 Al DI -1 (i:41 13 19 n 24 1111 If 61 _... - - -5.0 6,101 1 r7 1 97 - 0. 0.:1056 01112 _ &,)4 4111 674 96 ;4 0.4R' 632.48 6111111 (11,91 %13 7% 7:.77 A-1 ri2 1 01-1 1 it 34 j 4158 0.20 1h.81 5.0 ('50 2K i 27 18" 11.5(1°': U!1'l2 9.U4 4 55 11,44 219.39 1..0Sr 628.9'6 62'+ 38 6:18.5!1 65-5694 8.41 A2 A(, - 135 Al _ :32 114 l7i"1C I N 'YLO1'LA 305 1 OLI6 1 0.31 0.35 1 0:69 1 OAS 0116 0.27 1.72 1 O.Ot 1 027 3.0 S_0 5.0 091 1"141 611,(11 553 1 0 36 1.77 111, i ;o- 1.`" 24" Ix^ 15" 1 1}.511°/ I. 1192% 2.00% 111112 1a+71? 0112 27!2 10Irl 7691 3.31 6117 5.70 1 8114 1 1 9.34 5101 274.1,2 23.11!. 1 110.013 1.37 IO2T 1.I01 627.23 1 Q&71 633.76 r-25,*, - 6?N :x ('12 f'6 61516 r;xi ctl tis89JU 3.."'i1171t zim 319 I 2 234 83 lA-AC 1 0.44 1 0.32 0.26 0,63 _ 3A 5.50 2.35 4 I1 is, 1,1.6746 t1012 '+.2q 52(' 674 290.99 1.941' 632.41 1.31).37 r, I'Il 5s 3A2 R'; Al tD!-I I It79 0,59 0.47 1.19 1,,0 6.50 3 u7 "< I8" 0 "f. 1100 x 4+3 4 ii 8 04 36 07 0 2% 610.1" 630.09 .1,;t I 46x894 1. lit BI 111.11 93 0,41 1 O.T3 1 1-44 5.0 650 1.63 ,p ;K 2+" 0.31'+6 0.012 1' =:r zY HC14 215% 11.11" 62`759 6MAS ti 3.58 516M I" FiA 8.1 4:01: tot 0-1112 15" IS" "o. 1.'7 or,1 ttf 54 110,03 73=" 282:K3 0:99 3.0 610 063 o2.i IS' 31. 0 Ii 124' 1111` 5;8 ;:2' Iris' „142 4121221 63493 4.6916 x..13 (7 (:b Di' -I 11 Yes 40 0.65 5.0 6130 4126 426 18• 0,9276 0.012 N 19 410 5 Ku 03 7u III;' (=;l 76 (x3143 635.511 5197% .24 C6 C5 DI -7 11.+, 0:117 y37 ;5 1.57 5,0 rr,3Q ..77 t0.24 24" 1 0.5194 13.(112 17 1 5.57 (174 156.69 0.8(1 6304.'. 63013 6x5.+'1) 53,4574 2.37 C9 C4 EDI"1 0.96 17411 __2d3 0,68 2.24 50 6.50 3.31 14.54 24" 1 0.4594 0.012 W 11 513 9,04 ,?79.94 1.2;- (1,30.07 62816 6 37.25 98.0994 5,12 C4 0 DI -1 am 1,90 0,51 2.75 5.0 6:59 3,33 17,37 10" 1 0'_1494 0 012 32 IM 6.61, R 04 110 29 0-11, 61926 h3 SS 61711 34.47% 6.59 C3 0 ix 1CI C7 Ii- Y'LCIPLAS D[ -E OAS Leal 91111 030 469 0.34 90 1771 0.06 1 4, i11N1 3,'. 116 ,1 .11 0;4} ;(. 50 i r1 51. s rr 654} rl sit9.509E ,541 541 0.26 0.(1,0 2.11 x0.54 Q 2:31 1,0" 1 it 35" 18, 0.i91�/s Q30'G 0.3094 loii12 _ 0.012 41!112 0!112 31.49 4,41, @At1--s 6.41 Hto; _ 5;8 7g I 2%281 34.38 988E 1 142' 0.17' 0" 627.45 831.95 1 62!1,93 1 r,260, 6 1 68 QN 45 6x7410 .. (,.71.:11 t;;?!M. 45-U% 0 29'.1'794 7.015 S 1 6A3 V.D.O.T. METHOD HYDRA[ ]1.I(-C.RADF11NF 1170NI P I JTATIONS Shia Somber Simi into. Surtxe 1t1µ1 Floc Sls7 • 1m-0 %D Oulkl W.S.F. n' FdcUr Ds) FRIC"r1(IN LOSS _ -_ S1.0 Q0 Ln (11,6) Hf -H.G.1.:`R,. Sow- Oudel Ao Vo Ho ap DI JUNCTION LOSS Ai �'s Ni A0•c Aagk *K'Vtil C Ha HI HI (Adjust Suffax m' !) Ht (Adjust. Ink1 Simplot I H.GL,orf Silva Inks Top Slnlct Firs HGLElen. Below ConrnKlrts Too Stntcl Al Yrs Yes 617.46 621.46 6 012 24" 11 16 2174.23 0.21 a 0.57 62903 3.14 5-S it 0.12 5 27 Itl' 1 77 4.55 0.11 42 044 0 14 037 0.48 0.24 629.27 635111,, 7.29 ;11_3 Yes Yes 6211.68 628.64 0'. :. 412 19` 5.27 218.39 0.21% 0.37 (,'9.15 177 1.55 01.08 1 <r) 11,^ 123 4.41 01r) 26 lilt 099 1 0.25 1 0.32 4.16 629.11 638.50 9.11) A4 Yes Yes 631110 d ID .91I 15" 3:119 96.34 0.32% '� 0.31 613.31 Lii 4.03 0,06 2.42 15 1.23 4.02 0149 3 11,06 0.02 07,17 0.22 0.11 63142 6x7.50 4.08 A5 YCS No „t'! r n s 0.1112 15' 2..42 106.0 if 12% o 11 t,31 K0 1 21 4!1,) 10116 1011 VD F - Z 0.00 GLOO om 0 to.00 4A0 8.116 OA 1 U 08 01 94 61' % 5f, 132 S c. Ycs -_ tiU Y'ts "3 1x8 '-'I .:1,1' r.21b* L_ x3168 1 ._ 01113 , L (10 12 IN, 24" ti ,1, `).311 _'1,113 _ 21.58 d3_lKf'd 0 15% 0IN0 to r1, d2'µ1,.% 1111 11 1 -- l 14 r. IT 5.77 Jf I i (1 12 Ir 711 '.'S . _ l8" .¢ 1 77 4.55 Oil 1 4.0.1 kDo 015 0.24 1,1.3q 11:31 tv 1 '1 4.14 1.11,3 }1 633.21 1,1,? til 63358 ? ;1 - - - -- flI Ycs _- Yr:x 1 i " 611.27 -.012 t9" 775 56 117 1)4o% 0211 I'Il 5s 1.'7 415 009 411 I8" 1.77 5,x.6 0 li 5 0:06 0,03 0,26 4:33 0,17_ 631.72 63'1.51 1 "3 B4 Ycs 4' C& .;1+::' 6-x1.72 0.012 1R" 4.11 2911.99 0.110_. if 38 s,121 111 1.77 526 _ 011 177 19" 123 570 018 54 0.13 021, 0.59 0.72 0._36 612.46 -37.33 4.9, i - B,A C"; Yes 1,;$ tiu `so }'es 1:711:.,, k,<11". _ f,18 01 ti11(,6 1.11`2 ". 4:01: tot 0-1112 15" IS" "o. 1.'7 or,1 ttf 54 110,03 73=" 282:K3 ( 06% 1tol-I 17 21% 1,M It' 0.2x1 [160 tial ` 631'2 6211-(,; 1.21 1.21 J.91 5.70 0.11, Q.1G 0110 to ut.1 I' 8". " 1tlp' 0.011 111.M1 4 91 0.017 to III) 6 6H 0.0(7 024 0 45 0.00 0.00 .Q0 0 A3 0.11 041, 11 7 ; 0.16 of 2 to 9; 0.16 0.52 11 4- 613.89 61224 629.11 639110 ii 3492 63` 1H1 411 2(18 ""-.89 ('3 Y1.ka Yes 62"15; ��rr5= 4.41' .311' 17,1(7 130.2.8 4) 16% 8.31 6Vih 191 11,17 141,3 23" 1.13 Sas 1111 1,6 la I" 03+3 111,1 11.+, y37 ;5 7.27 C.'1 Yes Yes 63(1.,36 (NO 0012 24" 14.54 2'9.94 ll3§ya 0.97 631-13 3.14 0. 1 1u 24 N. 1 14 5.57 0.17 74 63 0 t11 0'. x 11 "i 0.18 631,72 61725 1.57 C6 YLI Yes 1." 4.012 --4' _ IW24 156.69 0.17% 0.27 632.01 5 1._0 18' 1, 77 4:63 11,12 Z OQi 1+111 a -e4 o'Q, 0.16 612.10 515,5(6 3.34 [ Y`cs I+io Il1$L4 01,2 1k" 1:26, 63,79 I 0.134E 0.04 Gi272 1.1'1 OOA (1 000 009 0 1iCHt oR kI n1f 13(13 631.50 x_.67 - C' I1, Y i4iia 114 2 11,• 3 21 71 til 111. .15 6:32 9A o rill ' R0 4.00 0.06 (11+4 rr fix 01106 637.00 ; •34 .. ,. R511t 11.0) 13. 040 ,J Ni 1 0.. A90 ..I 7, {I OM " : . 4 1 Am 1 00 0.06 0 Wx if MR lr.i l..+el 63630 ± 59 - - - 1,'d, ti 3' IK` 7.31 96A5 210446 iLA1 629.69 If 0% 0 to 0 10 629,79 6A7tY, . 17 it 6 r- CO cn z 0 c�7 W NLID TCI} �' o co�- CN 67* CV U 5_� U) U q5 43 T Z LLI ZT z T LLI (L H � Y C) t U O _ z¢!z 0 W Q r ❑ Z co w 11 Lu 1- w 0 C) wzof >Ma CC Of' �T l I pF LL I� � W cozW 00 U ., � Fn❑ 4 RONALD A, MISLOWSKY, JF, No. 20674 Q f7NAL ti O O T_ 0 U) LLI L J_ N Z I 0 W 2E MW'_ z w UJ J 'C7 wz ( �_ LLI CO w �- ��---�., 2 Z Lu Cbl Lu r oU OL.LJ ELLI Y O a� / LLI 0 C/)LL LII 0 LLI 1,11E LL 0 m VD F - Z W � H Q w Z LLIJ 71 0 (� LLl < Cl } U w < 0 FT Z W z W (1) LL > W CC Q x 1Y W Z i1J > D w ❑ 0 jj Q' Lu (✓7 1,C Wl d < > d Q Cl) p q (V r Q Z I (�, M a co u C4 00 m 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 GRIM 1501 DATE 2018-03-28 DRAWING SCALE '� "t -4Q' DRAWN BY KLM I CJM APPROVED BY MMA CS -1.22 SHEET 22 OF 33 650 645 640 635 630 -0+50 0+00 1+00 2+00 3+00 HORIZONTAL SCALE: 1'" = 40' VERTICAL SCALE: 1" = 4' SITE SUB -GRADE MIN. WIDTH GRADE TO DRAIN 8.00' GRADE TO DRAIN EXISTING SITE SUB -GRADE VDOT #57 2.5' MIN. DRAINAGE STONE VARIES (SEE PROFILE) 4Qrr N 6" PERFORATED HDPE (DR17) SEE PROFILE SHEET THIS SHEET MIRAFI 140N *VARIES BASED FILTER FABRIC ON EX. GRADE AND TOPSOIL DEPTH (MIN. 2') GROUNDWATER DEWATERING DRAIN NOT TO SCALE 650 644 630 4+00 4+50 �� co a)r. 010% I Z o L0 cD ~ c'4 L i aCN a ~ a C p� -0 a' w C � r.- 0 cp CDw N n m(Dzp 0 Q _ - ...... WC PROPO BUILDIM IED-- FFE LI_ 19NISHM 98M aZ m LLJE Li LLI Lu L : 0 i. r CLEANOUT Lu UJ oc MCL mcofr- f ,v U. EXISTING {TRADE r .� � U) LLI p C) 0 > cn p ¢ RONALD A. MISLOWSKY, JR. Ld No.20674 STA:3+23.82 !- INV, ELEV.:635.88_ NAL STA INV. 92 :634.4$ 279 8' PERFORATED HDPE17) ( 0.50°% J 8' MR CLEAR. O O " HDPE (DR17) @ 0.5D% W SAN. S STA:003. ELEV:631.99 U C!) IT QD co -0+50 0+00 1+00 2+00 3+00 HORIZONTAL SCALE: 1'" = 40' VERTICAL SCALE: 1" = 4' SITE SUB -GRADE MIN. WIDTH GRADE TO DRAIN 8.00' GRADE TO DRAIN EXISTING SITE SUB -GRADE VDOT #57 2.5' MIN. DRAINAGE STONE VARIES (SEE PROFILE) 4Qrr N 6" PERFORATED HDPE (DR17) SEE PROFILE SHEET THIS SHEET MIRAFI 140N *VARIES BASED FILTER FABRIC ON EX. GRADE AND TOPSOIL DEPTH (MIN. 2') GROUNDWATER DEWATERING DRAIN NOT TO SCALE 650 644 630 4+00 4+50 �� co a)r. 010% Z o L0 cD ~ c'4 L i aCN a C p� -0 a' w C � r.- 0 cp CDw n 0 Q II. -Z 2 Z Q LI_ Q aZ m LLJE Li LLI Lu L : 0 i. Z Lu UJ oc MCL mcofr- jH Op U. w 03 � U) LLI p C) 0 > cn p ¢ RONALD A. MISLOWSKY, JR. Ld No.20674 NAL J O O U C!) ` W 0 � Z J CD x Z > J > W o Lu F 00 0 z Lu = W LLJ 0v J w cr_ U z z LLI w Z} �w N C/)o C/) F- 0 F_ Q LL w0 ULL 0 wCD U C) LL w w 0 w Q� H z y F- w F - w WLli © t3 F- 2 O 0 z z w U w LLI w Q [) z z � Q > Q ¢ z < o LU Q W z 0 ¢ i:Lu Q z x A D_ a w Q. W In JJ Lo w a Lu ui Mw 4 w CL LLI 0 M N r 6z co cc n � 0 Lu DC7 A O [7 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 WTHOUT 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 GRIM 1 601 DATE 2018-03-28 DRAWING SCALE 1 "=40" DRAWN BY KLM APPROVED BY RAM CS=l ■ 22A SHEET 22A OF 33 ch cn z a Lc; ca W C)w �N14Q 0j 'i LEGEND PROP. SHADE TREE 0 PROP. EVERGREEN TREE* I PROP. 0 SHRUBS LANDSCAPE -0 PLANTING LABEL r 1 , vi TIN MAIN%. °' icy*i+��+�� �#####R+ ai*f i�► �'�+M�* *t� r��������������il 9 \ �!� 1 \o \ o \ o - 0 0 00 ,y 0 3� I �o\ HM -31 rr! Al � �'� �/`—`'`---_._,s`•� '1--_.. W � _ --- -_ !! ' } W F—✓r5 �•', , 4!`\` ��\ 1x'4 � LG 44 ,• �l74,� -gra+'' i '1 4e 0 BIORETENTION FILTER A r AGE-bq- / ---�-�--- ----- - AA -I2 _.- -W=-4332.5.5 1".A BIORETENTION FILTER LANDSCAPE_ PLAN BRF A AND BRF B SCALE: 1" = 20' 1 r N y� 0 / 1 V-46 CN y 10 r t ' � � • -� ¢7fi� PA 1 , Ha ♦t• ! r f E -I04 I y,ru rr � � 1 r r, 000 / 1 W W \\ A-148 'fes ----'_ • fly r/` \y ori'` �I1 = s _//ry /•9 t BIdI TEN ION I~Il-TER G - - _-______ \ AA -12 HM -10 ti BIORETENTION FILTER LANDSCAPE PLAN BRF C SCALE: 1 " = 20' soft Z co o 0 Lu — L6 t- co N� o8 Vi a � 04 Lu _ I• Z W ca CL F C) C 1--z=i Z Q L 0 u- 0 } 0 z co LV — 0 Ui O U Of Uj Ix LU 7Uj � a Uj _— � Q �,yT H op +,m VJ 2E LL � L z Z 000 > &5Q, Q RONALD A. MISLQWSKY, JR Lu Na 20674 v.r T� u////mow r� VJ 0 crr w E``� c5 0 4 z > < J J> W Q 0 'Oa f 7 r f'1 = LU 0 I (-)= Lu J'aw Z Win < Z Lu L :D W L7 c) IL C17 � F- LL (] z r Lj cr3 W LL 0 II� W co 0 W 1� LL LU C7 LU z w a W O Q W Q d > UW z QJ LL Q Ir a z ow � of ¢ w w w a a cll� 04 w cor 04 ti co ua A N ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTEE! 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 EXPENSE SARISING OUT OF OR RESULTING THEREFROM. PROJECT GRIM 1 6 ©1 DATE 2018-03-25 DRAWING SCALE 11f=20' DRAWN BY KLM ! C.JM APPROVED BY MMA CS - 1, 4 SHEET 24 OF 33 PARKING LOT LANDSCAPE CALCULATIONS: PERIMETER BEING LOT CAL.CULAJjONS TOTAL IMPERVIOUS AREA 164,757 SF. NUMBER OF TREES REQUIRED: 63 (100.000 SF. 2,000=50 64,757 SF./5,000= 13) NUMBER OF TREES PROVIDED: 63 3' HEDGE REWIRED: YES 3' HEDGE PROVIDED: YES INTERN PARKING LOT CALCULATION AREA OF PARKING LOT: 78,312 SF. LANDSCAPED AREA 'REQUIRED: 3,916 SF.5. LANDSCAPED AREA PROVIDED: 3,987 SF. �5019X NUMBER OF PARKING SPACES: 163 (148 CAR/15 BUS NUMBER OF TREES REQUIRED: 16 (1 PER 10 SPACES NUMBER OF TREES PROVIDED: 16 GENERAL PLANT LIST SYMBOL BOTANICAL. COMMON NAME SIZE SPACING QUANTTIY AF ACER X FREEMAN11 'ARMSTRONG` ARMSTRONG MAPLE 2.0' CAL MIN. AS SHOWN 11 GT GLMIA TRI CANiHOS 'IMPERWL' IMPERIAL HONEY LOCUST 2.0' CAL MIN. AS SHOWN 7 LI LAGO61ROEMIA INDICA 'NATCHEZ' NATCHEZ CRAPE MYRTLE 8`-1O' HT. MIN. MULTISTEM AS SHOWN 5 PA PLATANUS ACERFOLIA LONDON PLANETREE 2.0' CAL MIN. AS SHOWN 29 PY PRUNUS YEDOENSIS YOSHNO CFIERRY 2.0' CAL MIN. AS SHOWN 13 QA QUERCUS ACCUTIS MA SAWTOOTH OAK 2.0' CAL. MIN. AS SHOWN 6 TP THUJA PLICATA 'GREEN GIANT' GREEN GM ARBORVITAE 4' HT. MIN. AS SHOWN 26 ZS JZELKOVA SERRATA 'GREEN VASE' GREEN VASE JAPANESE ZELKOVA 2.0' CAL MIN. AS SHOWN 8 CLtDI I[]C SYMBOL BOTANICAL COMMON NAME SITE SPACING QUANTITY IG ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 36' HT. 3 GAL. CONT. MIN. AS SHOWN 22 ,)Q JUNIPERUS CHINENSIS 'SEA GREEN' SEA GREEN JUNIPER 36' HT.13 GAL CONT. MIN. AS SHOWN 20 TM TAXUS X MEDIA 'DENSIFORMIS' DENSIFORMIS YEW 36' HT.13 GAL. CONT. MIN. AS SHOWN 8 BIORETENTION PLANT LIST CV�1�311!:*i SYMBOL I BOTANICAL COMMON NAME SIZE SPACING QUANTITY AA IAMIA, ARWWOLIA RED CHOKETIEIRRY 3O' HT. AS SHOWN 24 CO C94WAOLIS OCCIDENTALIS BIITTONBUSH 30' HT. AS SHOWN 25 Cs mmS SERICfA RED TWIG DOGVOOD 300 HIT. AS SHOWN 27 IW LLE% VERTICILLATA WIMIRBERRY 30' HT. AS SHOWN 12 IH ILEA VIRMICA 'HENRYS GARNET' HENRYS GARNET VIRGINIA SWEETSPIRE 30' HT. AS SHf)WM 23 •r'y :�rni� SYMBOL BOTANICAL COMMON NAME SIZE SPACING QUANTITY CA CALTHA PALUSTRIS MARSH WAGOLD 1 GAL CONT. 24' O.C. 394 CE CJWREJI ELATA 'AUREA' BOWL.ES GOLDEN SEDGE 1 GAL CONT. 24' O.C. 326 EP EUPATORIUM PURPURI:A JOE PYE WEED 1 GAL ON. 36' O.C. 79 LN HIBISCUS MOSCHEUTOS ROSE IEAI LOW 1 GAL ODNT. 36' O.C. 211 IV IRIS VERSICOILOR BLUE FLAG IRIS 1 GAL CONT. 36' O.C. 162 LC LOBELIA CARDIKU CARDINAL FLOWER 1 GAL CONT. 36' O.C. 170 AMENITY PLANT LIST SYMBOL BOTH Ai COMMON NAME SIZE SPACING QUANTITY PV PANICUM VIRGATUM 'SHE NANDOAH' SHIUNI)AIQIW SffrCHOM 3 GAL CONT. AS SHOWN 1 13S BUXUS SRFERVIRElNS 'DEE RUNK' DEE RUNK BOXWOOD 36' 3 GAL CONT. MIN. AS SHOWN 3 PH lP9HSETUM ALOPECILR01ElEs 'HAME LN' HA1fELN FOUNTAIN GRASS 1 GAL CONT. AS SHOWN 20 MS I�RSANTHUS SINENZ '1rMORNING LIGHT' MORNING LIGHT WNDEIV GRASS 3 GAL. CONT. AS SIiOWN 4 TM I TAXUS X MEDIA 'DENSIFORMIS' DENSIVnRUR YEN 36DHT./3 GAL CONT. MIN. ac 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). & PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS. C. COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE. D. NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY. SUBSTITUTIONS: PRE-BID IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE MATERIAL SPECIFIED BY THE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST -PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS. SUBSTITUTIONS: POST -BID IT IS THE INTENT TO ELIMINATE POST -BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. UTILITIES AND UNDERGROUND FEATURES THE LANDSCAPE CONTRACT SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES. A. IF THERE IS A CONFLICT WITH THE UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS, ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. DRAINAGE IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR DRAINAGE. SITUATION. WARRANTY F3 C. A. B. C. 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. BALLED AND BURLAPPED (B&B). 1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOT BALL OR AROUND THE TRUNK. j 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. 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. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. PRUNING DETAIL FOR TREES IN THIS SECTION. 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. 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. 6. FOR UNTREATED PLASTIC CONTAINER GROWN PLANTS WITH CIRCLING ROOTS, USE A SHARP KNIFE TO MAKE 1" CUTS THE LENGTH OF THE ROOTBALL. C. PLANT SHRUB TO TREE A MINIMUM OF 1/8 OF THE HEIGHT OF THE ROOTBALL ABOVE EXISTING GRADE. D. APPLY A 2 TO 3' THICK LAYER OF APPROVED MULCH. KEEP MULCH 6' AWAY FROM THE TRUNK OF ALL TREES AND SHRUBS. E. PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE THE BAGS REMOVED DURING THE PLANTING OPERATION. NO ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY. MAINTENANCE OF LANDSCAPING NOTES: 1. ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. 2. REASONABLE PROVISIONS SHALL BE MADE FOR PROTECTION FROM VEHICLES, PEDESTRIANS, OR SHOPPING CARTS. 3. DEAD OR DYING VEGETATION SHALL BE REPLACED AT DIRECTION OF ADMINISTRATOR. 4. SHRUBS SHALL BE REPLACED AT A SIZE CONSISTENT WITH THAT OF EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION. 5. TREES SHALL BE REPLACED AT A SIZE OF 0.5' CAIJPER 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 (§165-2.03.01) BUFFERS AND LANDSCAPING. 3. THE MULCH MATERIAL APPLIED TO THE PLAYGROUND AREAS SHALL BE TO A DEPTH OF 6" OVER A COMPACTED WELL DRAINED SUBGRADE. THE MULCH SHALL ADDITIONALLY MEET THESE REQUIREMENTS: + WOOD CHIPS SHALL BE MANUFACTURED FROM NORTH AMERICAN HARDWOOD MATERIALS SUCH AS OAK, MAPLE, HICKORY, ASH, BIRCH, POPLAR, BEECH, LOCUST, AND EUCALYPTUS. • WOOD CHIPS SHALL NOT CONTAIN ANY ADDITIVES OR CHEMICAL TREATMENTS. • WOOD CHIPS SHALL NOT CONTAIN ANY SOIL, LEAVES, AND TWIG MATERIAL OR OTHER CONTAMINANTS THAT PROMOTE FASTER DECOMPOSITION. • WOOD CHIPS SHALL BE OF RANDOM IN SIZE, APPROXIMATELY 5 TIMES LONGER THAN THEY ARE WIDE, AND, • WOOD CHIPS SHALL MEET THE PARTICLE SIZE REQUIREMENTS OF ASTM 2075, THE HEAVY METAL AND TRAMP METAL ASTM 2075 REQUIREMENT'S, THE ASTM 1292 IMPACT ATTENUATION GUIDELINES AND THE RESISTANCE TO FLAMMABILITY REQUIREMENTS 1630%1631. SET TRUNK PLUMB PRUNE ONLY .DAMAGED OR DEAD BRANCHES DO NOT MULCH WITHIN 6' OF TRUNK 3' OF MULCH DRIVE STAKES AT AN ANGLE INSIDE OF SAUCER CREATE A SAUCER SHAPE WITH MULCH TO HOLD WATER SLOPE SIDES OF NG HOLE REMOVE BURLAP OR WIRE 1rKETFROM TOP OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE TO PREVENT ROOT BALL FROM SHIFTING 3x DIAMETER OF ROOT BALL EVERGREEN TREE PLANTING NOT TO SCALE 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 S2 AT 1 EI (ALT: STEEL FENCE POSTS) 3' OF MULCH SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALI. BASE FIRMLY WITH FOOT PRESSURE TO PREVENT ROOT BALL FROM SHIFTING TREE PLANTING PRUNE ONLY DAMAGED OR DEAD BRANCHES 2' OF MULCH CREATE A SAUCER SHAPE WITH MULCH TO HOLD WATER SLOPE SIDES OF PLANTING HOLE REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY 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 BAIL. NOT TO SCALE SHRUB PLANTING BARIC MULCH 2' DEPTH MIN. SPECIFIED SOIL OR EXISTING SOIL UNDISTURBED SUBGRADE OR EXISTING SOIL VR 4UI11PJ11LR ,TILL NOT TO SCALE PLANTING SECTION C13 _ D=DIMENSION SOF PLANT SPACING (SHRUB, GROUNDCOVER, ORNAMENTAL GRASS OR ` PERENNIAL) AS INDICATED ON PLANS OR LA_ PLANT SCHEDULE. Lv I PLAN VIEW GROUNDCOVER, ORNAMENTAL GRASS OR PERENNIAL PLANTING DETAIL PROVIDE EDGE WITH CLEAN, CRISP SEPARATION BETWEEN MULCHED BED AN ADJACENT SURFACE CONDITIONS TURF, SIDEWALKr OR CURB I CUT EDGE MINIMUM BELOW GRADE TO RECEIVE MULCH ■ ■� ! r ,r r r r�1�1�1 TYPICAL MULCH EDGING DETAIL MULCH LAYER TOPSOIL NOT TO SCALE. NOT TO SCALE �- o Rift Z0 €`n 0 W " • Lo CD _ [V Q04Lo �0o om zrho IY o 0 00 s� t1) €`n 0 0 _Q _ [V Z w C om zrho 0L Q W IY o Z 0 0L Q >_0 z mw O a !=w Y Y ac LL0U cYz0 }mom UJ LU cj L'lH () tgliU_ Lf 2UJ 0�co �n U) z U' zLU p 0 z zRONALD A. NfISLOWSKY, JR. wz O_ W -.6No.20674 1Ao10-31-J8' Q NAL F J 0 0 0 d tY < o z 0 m z � J_ Z > ' _,I 0 7 0 W o W oF_ zw w J � z � W W W _ d 0- < w N � a r-- a ❑ t3 va z b >0a [r LLJ z L_< z r_ ° cl) < LL 0 0 LL W r 0 < > 0 W z w z LL ALL DOCUMENTS PREPARED BY PENNON I 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 PENNONS ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT G R! M 160 1 DATE 2015-03-28 DRAWING SCALE N/A DRAWN BY KLM 1 CJM APPROVED BY MMA CS - 1.25 SHEET` 25 4F 33 0 r Y Y ac �n z Lu o r� z z w O W ° < w 0 r 0 < > 0 z w z 11J w Q if 0 LU ° Llui w w T w � w w C�7 < N r a Q z co m co a N uj c°N oo o6 Q Lncli � cn ALL DOCUMENTS PREPARED BY PENNON I 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 PENNONS ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT G R! M 160 1 DATE 2015-03-28 DRAWING SCALE N/A DRAWN BY KLM 1 CJM APPROVED BY MMA CS - 1.25 SHEET` 25 4F 33 !`y PROVIDE FUSE(S) IN CKY TO BALLAST. FUSES SHALL BE "BUSS' TYPE. KTK FUSE HOLDER'S SHALL BE 'BUSS' TRON HES WATERPROOF. SIZE OF FUSE SHALL BE AS REQUIRED BY LUMINAIRE MANUFACTURER, CONNECT GROUND WIRE TO POLE BASE WITH 'BURNDY: #GW BASE COVER _-- - BUSH CONDUITS 2« CHAMFER #12 TW HAND HOLE (4'X6' NOMINAL) PROJECT ANCHOR BOLTS 3' ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE & BELOW BASE FLANGE), GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE AND HAND FINISH, PROVIDE WEEP HOLES THROUGH GROUT - REINFORCED CONCRETE BASE BY G.C. ANCHOR BOLTS TO BE. FURNISHED BY POLE MANUFACTURER ► r• � GRADE EDGE OF ► SIDEWALK *' .r ► i EDGE OF CURB r' - OR PAVED AREA r r RIGID CONDUIT y, F6R GROUND W I RE r i SEE PLANS FOR i ' t TYPE OF WIRING #8 TW GREEN GROUND WIRE GROUND ROD. fi • F ► ` - CLAMP,'BURNDY' #GAR•644C 5•XS' COPPER -- f� 4 #5 REBARS ALD GROUND • '. ROD • #2 TIE RODS -- 24' ROUND `SONOTUBE' 25'-0" POLE BASE DETAIL SCALE NONE STATISTICS Description SITE Symbol Avg Max Min 1.3fc 7.0fc 0.0fc PROP05ED SECURITY CAMERA Max/Min Avg/Min N/A NIA ce) FIBER AND POWER (l 20 VOLTS) FOR PoEIETHERNET w CONVERTER BOX (ALTRONIX NETWAY) AND ETHERNET ~ C4 C) UP THE INSIDE OF THE POLE TO THE CAMERA THE C14 CAMERA HANDHOLE SHOULD BE AT 12'-0' ABOVE GRADE. Q's>LL VA. SEC. RTE, 761 OLD CHARLESTOWN THE CAMERAS ARE PROVIDE AND INSTALLED BY THE. LS� °�� 15' ('71P — OWNER'S FORCES, PROVIDE FUSE(S) IN CKY TO y� � � ##2 TW BALLAST. FUSES SHALL BE'BUSS' Z ��7� (9..�flSj TYPE KTK FUSE HOLDERS SHALL r c� S HAND HOLE (4`X8` NOMINAL) BE'BUSS' TRON HEB WATERPROOF. LLI U7 Z ✓ 000 SIZE OF FUSE SHALL BE AS REQUIRED coc _ PROJECT ANCHOR BOLTS 3' BY LUMINAIRE MANUFACTURER, -5J -1B ABOVE TOP OF BASE, PROVIDE IONAA- +180 TAPER DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE & 13ELOW BASE CONNECT GROUND WIRE (VARIABLE WIDTH RNV) _ FLANGE). GROUT VOID BETWEEN TO POLE BASE WITH BASE FLANGE AND TOP OF CONCRETE BURNDY;11G64C a AND HAND FINISH. PROVIDE WEEP (40 MPH PGSTED UMIT) HOLES THROUGH GROUT BASE COVER cHa r4 y 81'_�.Z�J�1.1�1, man: ( w WW REINFORCED CONCRETE BUSH CONDUITS BASE BY G -C. 2'CHAMFER -- tv - tv ANCHOR BOLTS TO BE FURNISHED BY POLE a DU5TiIVCi L;RAIVEL MANUFACTURER i DRIVEWAY RBM IX pflRMOY f 8ET8ACK i b ESL POWER POLE I +fl g TO REkWN GRADE ► EDGE OF SIDEWALK AGE OF CURB qR PAVED AREA — > - « RIGID CONDUIT FbR GROUND WIRE r •+ SEE PLANS FOR #BTW GREEN 7 t Y , t •I' ; TYPE OF WIRING GROUND WIRE � ►_ '''> GROUND ROD. CLAMP,'8URNDY' r r — #GAR -8440 t s" X8' COPPER 4 96 KEBABS V&LD GROUND ROD * #2 TIE RODS -._ . 24" ROUNO'SONOTVBE' 25'-0" POLE BASE DETAIL WITH CAMERA SCALE NONE PROVIDE FUSE(S) IN CKY TO BALLAST. FUSES SHALL BE "BUSS' TYPE. KTK FUSE HOLDER'S SHALL BE 'BUSS' TRON HES WATERPROOF. SIZE OF FUSE SHALL BE AS REQUIRED BY LUMINAIRE MANUFACTURER, CONNECT GROUND WIRE TO POLE BASE WITH 'BURNDY: #GW BASE COVER _-- - BUSH CONDUITS 2« CHAMFER #12 TW HAND HOLE (4'X6' NOMINAL) PROJECT ANCHOR BOLTS 3' ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE & BELOW BASE FLANGE), GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE AND HAND FINISH, PROVIDE WEEP HOLES THROUGH GROUT - REINFORCED CONCRETE BASE BY G.C. ANCHOR BOLTS TO BE. FURNISHED BY POLE MANUFACTURER ► r• � GRADE EDGE OF ► SIDEWALK *' .r ► i EDGE OF CURB r' - OR PAVED AREA r r RIGID CONDUIT y, F6R GROUND W I RE r i SEE PLANS FOR i ' t TYPE OF WIRING #8 TW GREEN GROUND WIRE GROUND ROD. fi • F ► ` - CLAMP,'BURNDY' #GAR•644C 5•XS' COPPER -- f� 4 #5 REBARS ALD GROUND • '. ROD • #2 TIE RODS -- 24' ROUND `SONOTUBE' 25'-0" POLE BASE DETAIL SCALE NONE STATISTICS Description SITE Symbol Avg Max Min 1.3fc 7.0fc 0.0fc PROP05ED SECURITY CAMERA Max/Min Avg/Min N/A NIA NOTES: 1, ALL LIGHTING SHALL BE DOWN CAST AND FULL CUT-OFF. 2, SITE LIGHTING WILL BE IN COMPLIANCE WITH SECTION 165-201.07 OUTDOOR LIGHTING OF THE FREDERICK COUNTY ZONING ORDINANCE. 3. LIGHT POLES SHALL BE A MAXIMUM OF 25' IN HEIGHT. 4. NO PULL BOXES FOR LIGHTS SHALL BE IN PAVEMENT. 5. FOR LIGHT FIXTURE DETAILS SEE SEPARATE LIGHT DETAIL REPORT. 11h3- EX haEX POWER POLE i I 2 6 TO REMANI Il ]'REDERi.` W f TER SSKI' +h Z 3 h 1g i hq f' Y WASHINGTON GAS ESM'T. INST#110602748 i � •h U ce) Z w LO C) (D ~ C4 C) oc C14 Q's>LL VA. SEC. RTE, 761 OLD CHARLESTOWN �o LLI LS� °�� 15' ('71P — � 1 5• {1wP � - •_--. �QryY. �. y� � � ROAD w I` - Z ��7� (9..�flSj Z r c� S Lu �rP1{�R):�•+y.��Y iUR�NiY. (6;�s48j LLI U7 Z ✓ 000 coc _ 2015 ADT m 4300 No. 20614w5 -5J -1B IEp'TAPEit IONAA- +180 TAPER (VARIABLE WIDTH RNV) i B 432 PG- s,�a:ac °, (40 MPH PGSTED UMIT) is,1 cHa r4 y 81'_�.Z�J�1.1�1, man: ( w WW tv - tv a DU5TiIVCi L;RAIVEL Y6t A(71 E ' i DRIVEWAY RBM IX pflRMOY f 8ET8ACK i b ESL POWER POLE I +fl g TO REkWN NOTES: 1, ALL LIGHTING SHALL BE DOWN CAST AND FULL CUT-OFF. 2, SITE LIGHTING WILL BE IN COMPLIANCE WITH SECTION 165-201.07 OUTDOOR LIGHTING OF THE FREDERICK COUNTY ZONING ORDINANCE. 3. LIGHT POLES SHALL BE A MAXIMUM OF 25' IN HEIGHT. 4. NO PULL BOXES FOR LIGHTS SHALL BE IN PAVEMENT. 5. FOR LIGHT FIXTURE DETAILS SEE SEPARATE LIGHT DETAIL REPORT. 11h3- EX haEX POWER POLE i I 2 6 TO REMANI Il ]'REDERi.` W f TER SSKI' +h Z 3 h 1g i hq f' Y WASHINGTON GAS ESM'T. INST#110602748 i � •h U ce) Z w LO C) (D ~ C4 C) oc C14 Q's>LL �o LLI �o0 M Z r c'4L) � Z w I` - Z r CD CR Z r c� S Lu ml I^ 0r o 0 Z < F- 0LL � }oZ m Lu �o LLI �o0 Z LLI Lu Of > CO 0 - LU LLI m �,r) c�(RONALD i,,T H op Cil' �r LL �f LLI U7 Z ✓ 000 0 a 4 A. M➢SLOWSKY, JR,LIJ No. 20614w5 -5J -1B IONAA- &�re+�° J ," L v 0 i v .9 3W *h S 30' FREDERICK WATER EASEMENT +h, TO BE DEDICATED mmuI •. — C �y► r * /+ q m �( 3• — S3 * �� r d — Y" �. — �. Ae to � > I �- r g 0 +3 3 - `� r1 I $ + 5 5 1. + rh A +� 5 2• � — — �. — �- �.�`Tifi%CL< -� .� � � a /1 LJ LIJ +Z5 +15 h *06 a5 rh2 rhT d r2£� ~ *h r 2$ 00 U) T iI3 q rho ham' +"`4 *�$ *h3 +qg 5 +qT r 5 '�fl + *h1 h. +�� +�h f W U w f 6 ►19 +hT * y r h' ► hT +'h$ ✓ 1`� 2 (j'} 0 +rh .5 r0 1 h • h * r � CL Z h d a .$ h � r 4 + * r2 1 +� $ i -rt � + *$ 6 0 > LLI U) r _'-- — Li z - i + . 5 � ..` ~ 9 S2D2 r LLI 0 ELI $3 * + *q d rq •q $ $ b •a g ♦ *q r1 h r3 6 + A I+ q Jam✓` I VA .2204 5 6r6 + ++ h * V J © 1 W Ul I/f Lij z {q _ + A 13 LL Y h5 r r - y �+ rh7 UO woo,• h rL1• +h. m � CD �" rll cart G 5 I * d h a5 r y� X _ f S5S 1. _D�q 5 +q 3 S+ {h I u_ h3 r +a g c ra. * 0• 2 $� 0• sq5 r q' MTh S h O, r h ' S3 I r1� a r fl +q2 *qBALL FIELD h r q,2 r r $ +q2 *aA * a1 *0 fl' f LLI L VIP r23 i 'CS.3 rn #02 * � + � W 1 I . y 3 �'- h• I _ •�, LL *201 *h5 q # h t 1 / * 5 �, i • + A r g * ' * COOLING TOWER 1 � �` 1 • 1: 6 r ! -. T( )o a R2 FS *a * 3 h9 fl 1A r�1. + .. �• T er + fl r:. �'.°�`� :.r q r *' h �► r2d *�$ rhh 2 rhi 2 r3� rL * 5 qp. � 7r q 5 ' • r *RB. - + + 2 t3 + „ + B +h T rh "� *h .2 rZ *h 5 2•y.fl 1 � 6 53 +0:6 fl + +h $ r h 5 +q B +q 4 *h q r2 0 + ' rh. a' + q3 rtl6 * + a • 3 + 21 q' g PROPOSED �. � L r fl• ELEMENTARY * , • � .: +� * ra $ a * h. � 4 d a ate° SCHOOL r F.F. ELEV, 640.50 4 *fl 3 h� fl5 hq + +�A GFA SC��T IIT SF .� .t� r,q +'l" --__`� + r CLyr35_ +rn A. ;h` +'11 r.h4 sd. R 2D *4,5 flNGTON GAS ESM'T. '� * +h + INET#110002748 -� V * 1 h qg *q• q5 $ +Y � +h h r *h * C q g rq ♦ 5 q6 * 2 +A 1 q, * \ fl• � r t32 L) i Y i m z W cn d111 Lu 0 U) O w :} O C Z z w Lu W ¢ z LU CID Lu LU LLj W U) LLJ w o Ch N z - � m co 01) co 0 L6 * L� d a fl a * r4 +Q$ + 2 ALL DOCUMENTS PREPARED 13Y PENNON ASSOCIATE I fl7 ra• 7 �\ ♦ q' +h`$ ARE INSTRUMENTS Of SERVICE IN RESPECT OF THE r/ C' LOW►+gKCf + I 5 $ T g +h'� *x� PROJECT. THEY ARE NOT INTENDED ORREPRESENTE y Ci �`' 3 +© *fl fl. A r0• + •g $ +q7 h. . S3 TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS C q.1 +q5 * THE EXTENSIONS OF THE PROJECT OR ON ANY OTHE l *h 1 efl +q 5 h h * +q *0 5 +h p PROJECT ANY REUSE WITHOUT WRITTEN VERIFICATI( *Q.A, rh © * 1 h 3 ti� rfl�3 r0? 5 OR ADAPTATION BY PENNON ASSOCIATES FOR THE -!';.5 +0.5 * h' rq rh g SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SPOILS PLACEMENT + $ 0 + ♦ + rq A r SOLE RISK AND WITHOUT LIABILITY OR LEGAL 4\ rh = :A . 3 1 • q $ EXPOSURE TO PENNONI ASSOCIATES: AND OWNER - b Al I h rh T 9 r J 13_ t rq h 9 r0 A SHALL INDEMNIFY AND HOLD HARMLESS PENNONI Y` MATERIAL IS TO BE TRACKED IN AND COMPACTED, FINAL SLOPES TO BE '� _`2 ;q 1 MO4N'ABLE. MAX. SLOPE T061 TO THE GREATEST EXTENT POSSIBLE, MATERI l" h ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES C J SHALL BE PLACE D AGAINST THE EXISTINS BERMS0NLY TO WIDEN THE BERMS_ ` - EXPENSES ARISING OUT OF OR RESULTING THEREFRC FILL SHALL NOT MAKE THE BERMS HIGHER. ALL DISTURBED AREAS TO BE i �' 'i+ — � 20' FREDERI p • WATER +1 *+ � � '��i IEDEDIN ACCORDANCE THE EROSION CONTROL PLAN II — — — — — — .` E.SMT �h 5 \'` "L r♦5 PROJECT GRIM1601 F ifi *� r, SS ,` — DATE 2018-03-28 �'- - —MERGERS * *, E RIM=637.38 PIN 44E-4 DRAWING SCALE 1"=50 I $4 6LU0. BETBAp4 £ �� ms- E E RANlE Ct€N ERE INV.=628.$8 DRAWN BY KLM ! GJM ' T (DEAD HEAD) INST.. r Lwu2gA+E12• r1 0 50` 100" uZ, PA APPROVED BY MMA CS 2 6 _........................._ ©�i • PIN 44E-4-1-130 s yLP Qinlur jI ny MAYIE CORNER f SNOWDEN &R/DC£ - s E C T l b N 4 ! OIL COQMUNITY RSSW ..i SHEET 26 OF 33 CIPEN _WA CC IaW 44£- <-r-,< PhY 44E -4-1-1J FAM 44E-4-1-12 ,PHI, 44f•-4-1-11 4 _, 4 i WST 12 742 li' aVV 44£=4-1-15 I ,., , ,., .,, OLWALD A. @UnD? A(VC MfZ E SOWENEY _ PAY' -4 sv L� d a fl a * r4 +Q$ + 2 ALL DOCUMENTS PREPARED 13Y PENNON ASSOCIATE I fl7 ra• 7 �\ ♦ q' +h`$ ARE INSTRUMENTS Of SERVICE IN RESPECT OF THE r/ C' LOW►+gKCf + I 5 $ T g +h'� *x� PROJECT. THEY ARE NOT INTENDED ORREPRESENTE y Ci �`' 3 +© *fl fl. A r0• + •g $ +q7 h. . S3 TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS C q.1 +q5 * THE EXTENSIONS OF THE PROJECT OR ON ANY OTHE l *h 1 efl +q 5 h h * +q *0 5 +h p PROJECT ANY REUSE WITHOUT WRITTEN VERIFICATI( *Q.A, rh © * 1 h 3 ti� rfl�3 r0? 5 OR ADAPTATION BY PENNON ASSOCIATES FOR THE -!';.5 +0.5 * h' rq rh g SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SPOILS PLACEMENT + $ 0 + ♦ + rq A r SOLE RISK AND WITHOUT LIABILITY OR LEGAL 4\ rh = :A . 3 1 • q $ EXPOSURE TO PENNONI ASSOCIATES: AND OWNER - b Al I h rh T 9 r J 13_ t rq h 9 r0 A SHALL INDEMNIFY AND HOLD HARMLESS PENNONI Y` MATERIAL IS TO BE TRACKED IN AND COMPACTED, FINAL SLOPES TO BE '� _`2 ;q 1 MO4N'ABLE. MAX. SLOPE T061 TO THE GREATEST EXTENT POSSIBLE, MATERI l" h ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES C J SHALL BE PLACE D AGAINST THE EXISTINS BERMS0NLY TO WIDEN THE BERMS_ ` - EXPENSES ARISING OUT OF OR RESULTING THEREFRC FILL SHALL NOT MAKE THE BERMS HIGHER. ALL DISTURBED AREAS TO BE i �' 'i+ — � 20' FREDERI p • WATER +1 *+ � � '��i IEDEDIN ACCORDANCE THE EROSION CONTROL PLAN II — — — — — — .` E.SMT �h 5 \'` "L r♦5 PROJECT GRIM1601 F ifi *� r, SS ,` — DATE 2018-03-28 �'- - —MERGERS * *, E RIM=637.38 PIN 44E-4 DRAWING SCALE 1"=50 I $4 6LU0. BETBAp4 £ �� ms- E E RANlE Ct€N ERE INV.=628.$8 DRAWN BY KLM ! GJM ' T (DEAD HEAD) INST.. r Lwu2gA+E12• r1 0 50` 100" uZ, PA APPROVED BY MMA CS 2 6 _........................._ ©�i • PIN 44E-4-1-130 s yLP Qinlur jI ny MAYIE CORNER f SNOWDEN &R/DC£ - s E C T l b N 4 ! OIL COQMUNITY RSSW ..i SHEET 26 OF 33 CIPEN _WA CC IaW 44£- <-r-,< PhY 44E -4-1-1J FAM 44E-4-1-12 ,PHI, 44f•-4-1-11 4 _, 4 i WST 12 742 li' aVV 44£=4-1-15 I ,., , ,., .,, OLWALD A. @UnD? A(VC MfZ E SOWENEY _ PAY' -4 6 tL] W i STANDARD R1-2 YIELD SIGN NOT TO SCALE PARKING DROP OFF PARKING/DROP E DE C'TION- DETAIL NOT TO SCALE e STANDARD R6 -5P ROUNDABOUT SIGN M -2a PEDESTRIAN CROSSING SIGN NOT TO SCALE NOT TO SCALE C7� oSTO0 0 30" LEGEND, BORDER — WHITE (REFL.) BACKGROUND — RED (REEL.) S, 0 STC' SIGN - DETAIL WT TO WIALE PARKING BUS PARKING 18° NO PARKING BUS LOADING ZONE NO PARKING BUS LOADING- DETAIL NOT TO SCALE NO PARKING No PARKING- DETAIL NOT TO SCALE APPENDIX D FIRE APPARATUS ACCESS ROADS Referenced From The 2012.Frederick County Fire Prevention Code D103.6 Signs Where required by the fire cede official, fire apparatus access roads shall be marked with permanent NO PARKING—FIRE LANE signs complying with Figure D103,6. Signs shall have a minimum dimension of 12 Inches (305 ml wide by 18 inches (457 mm) high and have red letters on a white reflective background. Signs shall be posted on one or both sides of the fire apparatus road as required by Section D103.6.1 or D103.6.2. 0 ' SIGN TYPE "A" - SIGN TYPE "C" SIGN TYPE "D" SIGN TYPE MODIFIED "Il NO NO NO NO " PARKING PARKING PARKING PARKING i FIRE LANE FIRE LANE FIRE LANE FIRE LANE E _ m FIGURE 1x103.6 FIRE LANE SIGNS FIRE LANE SIGN "FII NOTE. THE DIRECTIONAL SIGNS AND SCHOOL NAME SIGNS SHALL BE PART OF THE SIGNAGE PACKAGE AND SHALL FIT INTO THE COLOR SCHEME.. AS PROVIDED BY OWNER W 4 �� rD �m fy U 3 W NO SKATEBOARDING ALCOHOL, DRUG, TOBACCO NO NO ROLLERBLADING ALLOWED AND WEAPON FREE ZONE PETS PROHIBITED ITEMS SIGN DETAIL WT TO SCALE FIRE LANE SIGN'D" FIRE LANE SIGN "A" FIRE LANE SIGN "D" SIGN rt" rx�lc &V TAPER +� {6 W $2} .-aTs.e� FOP :' pp i /OY.. 3iLy6) 5' {dip _ � � g• - TV TV TVIV T TV EX P4To REMAIN EJL DRNEWAY � I FI E SI(IN "C" i I EX. POWM POLE FIRE LANE SIGN "D" mop ► �1�1111l111l1!!!SI FIRE LANE 46.8` TAPER i TV TV SCHOOL SIGN, (SEE ARCH PIAN PROVIDE 6TOP AND ST BAR SNOWDEN BRIDGE- S£CTIbN 4 I`�y�} �' VA. SEC. RTE. 761 NO PARKING SIGN 18. AN f!£ -4-1-1(J r,., ..� n awu AW -J -*_a PENALTY $100-5500 FINE TOW -AWAY ZONE M _ 2015 ADT s 4340 N4.. (a3s.ta} ,(VARIABLE WIDTH RNV) R1-2 SIGN (40 MPH POSTED LIMIT) peg OWN III - rlv. (aas w W W ,Ia �/4' — — - VEL TV-- 1 3/4' W C I~ GRI"JE'A'AY cD r"' z car T � 01 6 caaacRErE NEDIAdv GG3MODIFIED SEE DUAL SIFT 33 VAN ACCESSIBLE G� RB -5P SIGN e - ,3/4' HANDICAP SIGN DETAIL NOT TO SCALE PARKING DROP OFF PARKING/DROP E DE C'TION- DETAIL NOT TO SCALE e STANDARD R6 -5P ROUNDABOUT SIGN M -2a PEDESTRIAN CROSSING SIGN NOT TO SCALE NOT TO SCALE C7� oSTO0 0 30" LEGEND, BORDER — WHITE (REFL.) BACKGROUND — RED (REEL.) S, 0 STC' SIGN - DETAIL WT TO WIALE PARKING BUS PARKING 18° NO PARKING BUS LOADING ZONE NO PARKING BUS LOADING- DETAIL NOT TO SCALE NO PARKING No PARKING- DETAIL NOT TO SCALE APPENDIX D FIRE APPARATUS ACCESS ROADS Referenced From The 2012.Frederick County Fire Prevention Code D103.6 Signs Where required by the fire cede official, fire apparatus access roads shall be marked with permanent NO PARKING—FIRE LANE signs complying with Figure D103,6. Signs shall have a minimum dimension of 12 Inches (305 ml wide by 18 inches (457 mm) high and have red letters on a white reflective background. Signs shall be posted on one or both sides of the fire apparatus road as required by Section D103.6.1 or D103.6.2. 0 ' SIGN TYPE "A" - SIGN TYPE "C" SIGN TYPE "D" SIGN TYPE MODIFIED "Il NO NO NO NO " PARKING PARKING PARKING PARKING i FIRE LANE FIRE LANE FIRE LANE FIRE LANE E _ m FIGURE 1x103.6 FIRE LANE SIGNS FIRE LANE SIGN "FII NOTE. THE DIRECTIONAL SIGNS AND SCHOOL NAME SIGNS SHALL BE PART OF THE SIGNAGE PACKAGE AND SHALL FIT INTO THE COLOR SCHEME.. AS PROVIDED BY OWNER W 4 �� rD �m fy U 3 W NO SKATEBOARDING ALCOHOL, DRUG, TOBACCO NO NO ROLLERBLADING ALLOWED AND WEAPON FREE ZONE PETS PROHIBITED ITEMS SIGN DETAIL WT TO SCALE FIRE LANE SIGN'D" FIRE LANE SIGN "A" FIRE LANE SIGN "D" SIGN rt" rx�lc &V TAPER +� {6 W $2} .-aTs.e� FOP :' pp i /OY.. 3iLy6) 5' {dip _ � � g• - TV TV TVIV T TV EX P4To REMAIN EJL DRNEWAY � I FI E SI(IN "C" i I EX. POWM POLE FIRE LANE SIGN "D" mop ► �1�1111l111l1!!!SI FIRE LANE 46.8` TAPER i TV TV SCHOOL SIGN, (SEE ARCH PIAN PROVIDE 6TOP AND ST BAR TORll i I FIRE LANE I SIGN "A" PROHIBITED ITEMS SIGN SEE DETAIL SHT 33 (FINAL LOCATION TBD BY OWNER AT TIME OF CONSTRUCTION) SIGN I i I FIRE I�hANE'I 10"WASHINGTON GAS Esrvl7. I f f t j INSTg110002748 I + ��� I z - 1 SIG 0VISITORS - -BEYOND POWi'�31: `yr FIRE LANE SIGN PARKING! BUS PARKING DIRECTION SIGN FIRE LANE 7 SIGN "F" FIRE LANE SIGN "C" STOP SIGN >_ i FIRE LANE SIGN "A" It ILI a(SSEii CODUNG TONER � O '.r FIRE NE D. FIRE LANE SK N "C" •-F )-w�iY.;v WR"r*'!1*i�� �,�li•�: # � d !��`y a +. i i• !� wrF�!♦, r ate. �ir m+ :!r 1� '"'°Ir► dr.,,eI" ns -r ,� «� '�. ► � � i ilk _.•+�^ �'it M � � � �� • IIr IMP. �� ;ter■ .Iq �f �r m IP -I loll M • rr • tam" r I , m r I , I y..�ICll1 ��r,l,►. .. - AREA OF REINFORCED TURF FOR EMERGENCY ACCESS tit7>d FIRE SIGN SNE t t FIRE LANE t- SJGN r L = �\t CONCRETE FAEDfAH C&3 iIWFIED SEE DETAIL BEET 33 e PARJINI DROP OFF SIGN i t SCHOOL SIGN (SEE ARCH. PLANS) �► " PROHII3ifED ITEMS SIGNS SEE l SHT 33 (FINAL LOCATION TBDBY OWNERAT TIME OF MUCTION) _ - I N �. 26 IFTS"M E - ,�.....�.--� E `�-�'� � S -5P SIGN e— r r E E-- r r W1l-2A N ' R1- IG TAN I SNOWDEN BRIDGE- S£CTIbN 4 I`�y�} �' VA. SEC. RTE. 761 NO PARKING SIGN OLD CHAR:LESTOWN[ ROAD AN f!£ -4-1-1(J r,., ..� n awu AW -J -*_a III}�'r.QR�Mv, ti6;Yi.�Ci M _ 2015 ADT s 4340 N4.. (a3s.ta} ,(VARIABLE WIDTH RNV) R1-2 SIGN (40 MPH POSTED LIMIT) peg OWN III - rlv. (aas w W W ,Ia L - — — - VEL TV-- ExIBTiTaG aR74'rEL W C I~ GRI"JE'A'AY cD r"' z car T � 01 TORll i I FIRE LANE I SIGN "A" PROHIBITED ITEMS SIGN SEE DETAIL SHT 33 (FINAL LOCATION TBD BY OWNER AT TIME OF CONSTRUCTION) SIGN I i I FIRE I�hANE'I 10"WASHINGTON GAS Esrvl7. I f f t j INSTg110002748 I + ��� I z - 1 SIG 0VISITORS - -BEYOND POWi'�31: `yr FIRE LANE SIGN PARKING! BUS PARKING DIRECTION SIGN FIRE LANE 7 SIGN "F" FIRE LANE SIGN "C" STOP SIGN >_ i FIRE LANE SIGN "A" It ILI a(SSEii CODUNG TONER � O '.r FIRE NE D. FIRE LANE SK N "C" •-F )-w�iY.;v WR"r*'!1*i�� �,�li•�: # � d !��`y a +. i i• !� wrF�!♦, r ate. �ir m+ :!r 1� '"'°Ir► dr.,,eI" ns -r ,� «� '�. ► � � i ilk _.•+�^ �'it M � � � �� • IIr IMP. �� ;ter■ .Iq �f �r m IP -I loll M • rr • tam" r I , m r I , I y..�ICll1 ��r,l,►. .. - AREA OF REINFORCED TURF FOR EMERGENCY ACCESS tit7>d FIRE SIGN SNE t t FIRE LANE t- SJGN r L = �\t CONCRETE FAEDfAH C&3 iIWFIED SEE DETAIL BEET 33 e PARJINI DROP OFF SIGN i t SCHOOL SIGN (SEE ARCH. PLANS) �► " PROHII3ifED ITEMS SIGNS SEE l SHT 33 (FINAL LOCATION TBDBY OWNERAT TIME OF MUCTION) _ - I N �. 26 IFTS"M E - ,�.....�.--� E `�-�'� � S -5P SIGN e— r r E E-- r r W1l-2A N ' R1- IG TAN I SNOWDEN BRIDGE- S£CTIbN 4 I`�y�} �' �flE-�r-r-r5c C M tR .5RA a'742 NO PARKING SIGN 13 PIN 4,14F-4-1-12 B? MaiAa £. SNIEEWY PrV E-h7-Tf AN f!£ -4-1-1(J r,., ..� n awu AW -J -*_a 41+5 M _ 6 (r) °7 CHAIN WITH BOLLARDS. W TRAFFIC ACCESS BARRIER H �N� dLL S 0 C R1-2 SIGN 0'DELL J NO PARICING SIGN 9 q] W r W �+ E W C I~ o cD r"' z car T � 01 W caaacRErE NEDIAdv GG3MODIFIED SEE DUAL SIFT 33 0.✓ G� RB -5P SIGN LU � �Lr mlt Z w d w -o No. 2(}674 0 50' 100' 6 (r) °7 Z W u L10 r CIS 2 C:) to H �N� dLL aC4 0 C CV > 0'DELL J (1) 9 q] W d: V co z0 r CIO 0 C14co E W C I~ w w ol` cD r"' z car www m Q W w C 0 Chi 0 zQ O dLL i I I 0 C CV > C) Z J > < a Q H z0 U [E _j w w ol` > a - www m ZLU Lc) z 0 w �jlxco G� U UJ LU plc, z 55p RONALD A. MISLOWSKY, JR_ w d w -o No. 2(}674 o-�-r0 W �`���F3NAL ��� � ❑ O O _ 10 �J J 0 z LLJ 00 Q z W 00 z C] Ill Iru Z U„I f T—z w CIA 0 J LL m W Q W LL. L O CV i I I C0 CV > V J > < a Q H (� U z _j © ZLU Lc) z 0 w LU z < W J p W LU of CD LL 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 PROSECT. 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 PENNON! ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT G R I L ►J'll 1 6 01 DATE 2018-03-28 DRAWING SCALE T'=50' DRAWN I3Y KLM I CJM APPROVED BY MMA CS -1.27 SKEET 27 DF 33 _j _j H Z UJ C] D Z U LU U ]- � z c] g z LIJ LDU LUa z LLI � w Lnx d ¢ ro fy 0 ¢ Z 02 C a 9 & _ 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 PROSECT. 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 PENNON! ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT G R I L ►J'll 1 6 01 DATE 2018-03-28 DRAWING SCALE T'=50' DRAWN I3Y KLM I CJM APPROVED BY MMA CS -1.27 SKEET 27 DF 33 general oackfi - to m locaiicin mark in 24' select backflt 12' 1/2 O.D. 61 CONCRETE CRADLE STANDARD P11 24' select back111 12' All backfill to be compacted to 951% of ASTM 17698 maximum density, 12' lr location marker concrete -- ----' 7ackll CONCRETE ARCH general backlll! location marker 20 select beds -60 concrete "- 6' CONCRETE ENCASEMENT TRENCH & BEDDING concrete pad 18" dia. x W deeper finished grade 6" stoney screw type adjustable valve box valve box 48' min, location marker adaptor jointvalva restrained stone restraints to main 18" to 24' 8'x 8'x 16' solid block for 12' valve 6", 8' and 12" concrete pad 18" concrete pad 18' dia. x 6 deep—t f-- finished grade ----N dia. x 8' deer Water 16", 18", 20" and 24" GATE VALVE r 24' select backs V 112 O.D. 12' MAR IS L�� In addition to restraining each joint of 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 D 6' 8' 12' 16' 18" 20 24" L (It) 60 60 loo 120 120 140 160 TEE, CROSS, WYE L Yj D -J ,r L = restrained length of pipe (PVC or DIP) D -- pipe diameter a\ 45', 22 112", 1 1 114` D 8' 8' 12' 16' 18" 2tY 24' L (ft) 20 20 20 20 20 20 20 HORIZONTAL SEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND .2- ✓/rrfirrrr / ! ! ✓ , �/ ✓/ trench width as required {r/ t / / a dia. schedul pipe filled with and paint finished grade ill" dia. conCre enca5c BOLLARD 'DETAIL T '1 NOTE: Weep holes shall not be subject to being submerged. if installation Is In an area having a high groundwater table, the Authority's engineer shall be contacted for hydrant relocation. APR 09 -6- pad 1'-6" the. x W deep P11�16' stone — screw type adjustable valve box valve box adaptor locator marker APR 09 DI D2 l� Both joints of the filling shall be restrained. In addition, ail joints within the specified length on the large side of the reducer shall be restrained, Inon 6" 8" 12' 16` ti slope 24" rnin. 24' an as required screw'ype 100 finished 120 140 adjust le 20 grade 0Z z Q 2" min. - W max. valve WI.- W t d Li- i `*l f •/•�' water Nate. valve shall valve ! valve box be spur gear WW d Wa , No. 2(}674 o t,-�-�� adaptor type sSj'dNAL �` y stone to be X minimum of B` (0 above top 4/ base valve filter cloth stone restrained F - to main stone z �— solid block W Forced Sewer :0" X 8' X 1s° 2 solid #dock. 2 DI ')to ex. ed 2p I. APR 09 -6- pad 1'-6" the. x W deep P11�16' stone — screw type adjustable valve box valve box adaptor locator marker APR 09 DI D2 l� Both joints of the filling shall be restrained. In addition, ail joints within the specified length on the large side of the reducer shall be restrained, Inon 6" 8" 12' 16` l$' 20' 24' an 6.0stt _ - Vail" 100 120 120 140 160 20 r 0Z z Q —J W WT > Im 11 WI.- W t d Li- i `*l f •/•�' water valve d F15 p Q DONALD A. MISLOWSKY, .Fit,. WW d Wa , No. 2(}674 o t,-�-�� sSj'dNAL X REDUCER i--- - ` .. In addition to restraining the connection, any joint that falls within the specified length shall be restrained. D 6" 8" 12' 16` l$' 20' 24' 7L (ft) 6.0stt _ - Vail" 100 120 120 140 160 L = restrained length of pipe (P'VC or DIP) D = ;pipe diameter VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AICD DEAD ENL] .3- CartalnTeed Rexus 2e manhole cover no. CORL160EH finished grade of pavement or earth brace for sewer - brace for water standard 3' cone - sectlRn for 4' diameter manhole brass nipple - F1P X PIP lever bad valve brass nipple 2* MIP X PIP corp stop saddle - ON 8'x 1(? sold block (as required ler I* *e) L = restrained length of pipe (PVC or Dip) D = pipe diameter %' concrete wedge anchor bolt - 4 ea. 2' adjustment ring with bulyl joint sealant on top and bottom as necessary NOTES, 1. Al piping shall be 2' dlamater 2_ For forced sewer a or less in diameter install tee in main (no saddle) 3. Quick disconnect (cam and groove) cor.tping a. coupanq to be prolypropyllene b. PIP X male adapler mates with, c- temale coupler X hMP 4. Valve sha[ be H -Tech. Inc. a, water - Model 993 w,+2' NPT connection b. sewer- Model 9a6 steel body w,+2' MPT connection 5. Brace sha! be 1.112" X 11-11.12'X 3.116' aluminum angle w1u-bot around elbow of valva COMBINATION AIR RELEASE AND VACUUM VALVE VAULT 4' stone FEB 09 MAR 16 down bend depth 4 ft. min. Each side bend sha addition, the sped of the ftti finished grade Ld = down bend restrained length of pipe (PVC or DIP) Lu = up bend restrained lengthof pipe (PVC or DIP) D = pipe diameter up bend depth - Lu 45° D 6' 8" & 12" o 24' Ld (ft) 20 'f 60 _ - Vail" LU (ft) 20 20 20 20 r 0Z z Q —J W WT > Im 11 WI.- W t d Li- i `*l f •/•�' water valve d F15 p Q DONALD A. MISLOWSKY, .Fit,. WW d Wa , No. 2(}674 o t,-�-�� sSj'dNAL X (0 F - z W NOTES, 1. Al piping shall be 2' dlamater 2_ For forced sewer a or less in diameter install tee in main (no saddle) 3. Quick disconnect (cam and groove) cor.tping a. coupanq to be prolypropyllene b. PIP X male adapler mates with, c- temale coupler X hMP 4. Valve sha[ be H -Tech. Inc. a, water - Model 993 w,+2' NPT connection b. sewer- Model 9a6 steel body w,+2' MPT connection 5. Brace sha! be 1.112" X 11-11.12'X 3.116' aluminum angle w1u-bot around elbow of valva COMBINATION AIR RELEASE AND VACUUM VALVE VAULT 4' stone FEB 09 MAR 16 down bend depth 4 ft. min. Each side bend sha addition, the sped of the ftti finished grade Ld = down bend restrained length of pipe (PVC or DIP) Lu = up bend restrained lengthof pipe (PVC or DIP) D = pipe diameter up bend depth - Lu 45° D 6' 8" & 12" 16%181&2W 24' Ld (ft) 20 40 60 80 LU (ft) 20 20 20 20 22 1/2° D 61 a' & 12' 161, 18' R 20' 24' Ld (ft) 20 20 40 40 LU (ft) 20 20 20 20 11 114" D 6" 8' a 12"16°, 1 B'& 20' 24' Ld (ft) 20 20 20 20 Lu (ft) 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET '"4 - FEB 09 cr) Z L0 CLQ Lu_ b 8D F� u) N c 4 >. _ N a a cn Q Q- Ar LlJ c_ 0 z CO r 6 UJ a <- CY Y I--zT- Z Q I- dW 0 D d W F- LLI L -0U r 0Z z Q —J W WT > Im 11 WI.- W t d Li- p,'�.T H p j Lcif W F15 p Q DONALD A. MISLOWSKY, .Fit,. WW d Wa , No. 2(}674 o t,-�-�� sSj'dNAL J 0 0 T- 0 V) or 2 z > W n 2iOC) co W Ob r oa W -+� 2 O W � a D W V � W W W I� ■ J_ F— W C7 L.L W CI OCA cv Cr] tl d J > 00 0 `--- C) TC() U)c) F-3: 0 W W I - U7 _Q Y E Z UJ 0 a LL ALL DOCUMENTS PREPARED BY PENNpt�il ASSOCIATES ARE INSTRUMENTS OF S£RV[CE IN RESPECT DF THE PROJECT. THEY ARE NOT [NT£NDECS OR REPRESENTECj TD BE SUITABLE FOR REUSE BY OWNER OR OTHERS DN THE EXTENSIONS OF THE PROJ£DT OR ON ANY OTSiER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONS ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LSABILITY DR LEGAL EXPOSt3R£ 70 F'ENNDNI ASSgCIATES; AND OWNER SHALL INDEMNIFY ANU HOLD IiARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, QAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PI�DJECT GRIM 1$ d ') DATA 2a� a-03-zs DRAWING SCALE NIA DRAWN ay KLM 1 CJM APPROVED f3Y M j�A SHEET 2$ OF 33 Z 0 a r , —J X (0 F - z W 2 2 0 w 2 U) t Lu 0 J U Lu U C ¢ w Q > 0 ¢ > Z Z 06 w Lu (r W Q w a O u) 7 Ch ❑ in Lu X W D) cc cc ❑ > ❑ W c� O ¢ z r- m � � r a, o � UJ • cv � 0 0 c� rill ALL DOCUMENTS PREPARED BY PENNpt�il ASSOCIATES ARE INSTRUMENTS OF S£RV[CE IN RESPECT DF THE PROJECT. THEY ARE NOT [NT£NDECS OR REPRESENTECj TD BE SUITABLE FOR REUSE BY OWNER OR OTHERS DN THE EXTENSIONS OF THE PROJ£DT OR ON ANY OTSiER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONS ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LSABILITY DR LEGAL EXPOSt3R£ 70 F'ENNDNI ASSgCIATES; AND OWNER SHALL INDEMNIFY ANU HOLD IiARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, QAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PI�DJECT GRIM 1$ d ') DATA 2a� a-03-zs DRAWING SCALE NIA DRAWN ay KLM 1 CJM APPROVED f3Y M j�A SHEET 2$ OF 33 top of manhole at grade in pavement areas unless olherwise directed (top shall be set 24' finished t' -ti" 24" min. - kTlin. above grade in undeveloped areas) grade ` clear opening square skid pad fi thick around manhole frame in 3I4' x 2' butyl developed areas A' joint sealant G' Slone • 35" max• 24' rain. in undeveloped areas adjustment rings (1 I' max.) 3/4" concrete anchor finished bolts (4 each) , •• grade concrete ASTMC-150 - 4000 psi + 12" or 16" 4typ.j exterior of all sections to „ • . ._L have waterproof coating r . • i steel reinforced „ t' nominal size butyl polypropylene steps ° joint sealant to be ■ applied on lower ]edge of joint Joint gasket shall be either o -ring or profile ki r 5' - - pipe to manhole connection to be by flexible sleeve invert channel to provide a t 3-0' min, smooth transition in to out, - 4"-O" max, for all connections W 2-0' max. _ precast invert or K •estop of bench to be grout bottom to w,• 314 Cid ; same elevation as top form channel ; 6• of pipe 4. 4A a .:.., .. 6 stone _ . NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. It adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3, Final slope adjustment of manhole frame shall be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top shall be used it height from Invert Out to rime is tour feet or less. Frame to be 4' In height, 6. There shall be a 0.20 foot drop In elevation through the manhole, STANDARD MANHOLE NON TWIFIC INSTALLATION DRAIN BASIN "-ished grade FEB 09 INLINE DRAIN 11umSIM OR OPM GRANULAR MATERIAL MEET04G THE FEMW43NNM OF CLASS t, CLASS H. OR CLASS III MATERIAL AS DEFINED IN ASTM 02Z SEDDING & BAWiLL FOR SURFACE DRAINAGE INLETS &HALL BE PLAI:EkT & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM =1. r� boot a 90' bend AY ` pressure treated -� block ab stainless steel -- • Concrete wedge anchor •, stainless I Miss- steel band 45" bend - a ,d r• mum NOTES: Gravity sewer: 1. All pipe and fittings Inside manhole shall be SDR35126- ForCed sewer. 1. Piping to 90' bend shall be SDR 21.. 2, Piping for drop shall be same size as Incoming sewer. 3. All pipe and fittings inside manhole shall be solvent weld SCH 40. A P P •. . 1 4 Y. j :F4 -- GRANtfLAR MATERIAL MEETING THE REOt11REMENTS OFCLAkCS I, UM II, OR CLASS 191 MATERIAL AS DEFINE IN ASTM D2321. BE"111 i & BACKFILL FOR SURFACE DRAINNGE INLETS SHALL BE PLACED 8 COMPACTEl3 UNIFORMLY IN ACOORDANC'E HATH ASTM 02321. THIS PRINT 00rLOSES S.AJECT MATT ERIN *WH, DRAIM1111Y C3A IIATERML MATOWu. 71JM vLN~ An NYLOPLAST KMPROPRETARY P,H 01S. THE RECELFT NYLOPLAST HAS PROPRIETARY REHM. rME REUPt Q EIFORD. GA 7431$ OR POSSES" OF THIS RRArr DM NOT CONFER TRANSFER. OR UCiSSE THE USE OF THE DESIGN OR DATE. I-.lrir DATE 7.1444 Nyltia ►rot rte} �'� s t FAX iTT4194L34Fi TECAW-kWOMATON$alGM1NII�H RFWAEOEY WH PROJECTNO.Aa0.AlE ED a rMrZYWPWZI-� WROOL.CTION OF THISfMQR1MIM WORMATION TEC4F41CAL NFOFbAATgN SHOViTr HEra�a aiEvra� 6Y' MMI TITLE ZW CONTAINED RER)•JAI.OR YANUFACWOF ANY DATE R11•ia Q a < RONALD A. MISLOWSKY, JR. DUN 6ASMa a ftuNX DRAM ARTICLE NEAFYR410, FOR THE DISCLOSURE TO OTiM "WARM tEREN. OR HINAYWtURE OF ANY DATE *11-18 `rS�NAi- I" T1tAFFK WT/LLLATIDIA Sf3 1, EXCM By SKCIRC IAIRRTEiI DSMO SEE A !GALE 1:J5 6HEtT tDlF1 1 0411111`10 Tapti•tr499'1 REV E PEIilA11FR€7HJNY1.OPl/Sr. n - IS FORROOK EXCEPT BY SPECIFIC WRITTEN DWG SEE A SCALE 1:1 SHM IOF1 NO with grout existing bench elevation SERVICE LATERAL MANHOLE CONNECTION -2Q- 028,05 stone 2441 DI APPROx. DRAIN AREA =164.94 &0 X APPROX. WEJIGHT 67.50188 DR&NSK)NS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE HAS LIGHT DUTY RATINIG QUALITY MATERIALS SHALL CONFORM To ASTM A536 GRADE 7040415 PAINT: CASTINGS ARE FURNISHED WTTH A BLACK PAINT SIZE OF OPENING MEETS REDA91EMENt9OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF JUSTICE. 28 CFR PART 38. spigot by gasketed bell 45° bend 2 minimum �- gasketed pipe and fittings B" x 4' gasketad bell wye solvent weld cap iirillshed grade property line I 5' kJcatlon marker stone 45° - .. . 4' pipe at 2.000 minimum grade 36' min. cover All pipe and fittings sham be SDR 35/26. GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS .22w RY WiAw A JbILATERIAL DISC{:D9E8 $]a1ECT MATTERMWFMP^ M CJ FIRS PROPRIETARY RIGHTS THE REcFIPT SIIFORO, GA Z. 30 OFTISBPRPrrDOES NOT CONFER, DATE r4�44 e� ** ��rl� AR THELIOEOFTHEDESIUNOR © LISI FA%frTpl IN440 11FORMATENSHOWHER6N NMD 9Y JJC PROJECT ND.IMI,YE '"r'r� FON OF TH OP1110Mr OR ANY I FORrAATION Tru � H 0ItW IFACTti OF AN7 DAT] 2.2211 24 N DROP IN Ply11PIE OISMOWRE To OTHM a4 Wff T$r .DWQAM A SCALE 1:6 5HEFr s OF 1 LOMNO. 701.1%% REV D NYLOPLAST INLET DETAILS treated 2`x 4' with - top 6" painted green Panefla Model PA45V-CSK (4') cast iron cleanout cap with standard gasket and brass plug having a countersunk square head - t Isfinished + gee 12" 0 Capital Foundry of VA, Inc. traffic nearing cfeanout/lamphola frame and cover , Item No. VB-9*S concrete skid pad 24' dia, x e' deep fs` stOna All pipe and fittings shall be SDR 35/26. ]GRAVITY SEWER CLEANOUT FEB 09 -24- Section 2721 Engineered Surface Drainage Products GENERAL PVC surface drainalp inlets shall include the drain basin type as indicated on the contract drawing and referenced within the contract specifications. The ductile Iron grates for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The surface drainage inlets shall be as manufactured by Nyloplast a division of Advanced Drainage Systems, Inc., or prior approved equal. MATERIALS The drain basins required for this contract shall be manufactured from PUC pipe stock, utilizing a thermoforming process to reform the pipe stock to the specified configuration The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the specified pipe system. This joint tightness shall conform to A TM D3212 for ioints for drain and sewer plastic Pipe using flexible elastomerlp seals. The flexible elastomarc seals shall conform to ASTM F477. The pipe bell spigot shall be joined to the main body of the drain basin or catch basin. The raw material used to manufacture the pipe stock that is used to manufacture the main body and ,pipe stubs of the surface drainage inlets shall conform to ASTM L1784 colt class 12454 The grates and frarnes furnished for all surface drainage inlets shall be ductile Iron for sizes 8'. 10-, 12', 15'. 18", 24' and 30" and shall be made specifically for each basin so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet. Grates for drain basins shall be capable of supporting various wheel loads as specified by Nyloplast. 12' and 15" square grates will be hinged to the frame using pins Ductile iron used in the manufacture of the castings shall conform W ASTM A530 grade 10-§0-05 Grates and covers shall be provided painted black. INSTALLATION The specified PVC surface drainage inlot shall be installed using Conventional flexible pipe backfill materials and procedures. The backfill material shall be crushed stone or other granular material meeting the requirementsof class 1, class 2, or class 3 material as defined in ASTM 122321. Bedding and backfill for surface drainage inlets shall be well placed and compacted uniformly in accordance with ASTM 122321. The drain basin body will be crit at the time of the final grade. No brick, stone or concrete block will be required to set the grate to the final grade height For load rated installations, a concrete slab shall be poured under and around the grate and frame. The concrete slab must be designed taking into consideration local soil conditions, traffic loading, and other applicable design factors. For other installation consideraWns such as migration of fines, ground water, and soft foundations refer to ASTM D2321 guidelines, TMs PRINT oasis suwEOT 1,IArTER N whc9 DRAYIN BY C1A MATOWu. I -Z Z a[ tZ 7131 VERO" AVE NYLOPLAST HAS PROPRIETARY REHM. rME REUPt Q m W flVFaRO, GA 74511 OR POSSESSION OF TH4 PRINT DOES NOT CONFER DATE 7.1444 WC�)U Prole tiro) 9r32.2447 TRANSFER, OR LICENSE THE at OF THE DES*N CA ED a ILLI LU u~i iY y FAX iri)) U7 -200 lY Id c'iSf TEC4F41CAL NFOFbAATgN SHOViTr HEra�a aiEvra� 6Y' MMI 1g40SECT NO.A4AIIE ZW +r•wn e�srnm - J r��l _ REPROOXTON OF TMS PW OR ANY W VRvAtiOH Q a < RONALD A. MISLOWSKY, JR. W TITLE "WARM tEREN. OR HINAYWtURE OF ANY DATE *11-18 `rS�NAi- a w- N DRAM aASaN$PECFYCArxllas ARTICLE HEREFROK FOR INE 1NBCLOSUNE TO o'H"iR5 Y IS FORROOK EXCEPT BY SPECIFIC WRITTEN DWG SEE A SCALE 1:1 SHM IOF1 WO NO, TNIA1"111 REV H PERf165gNFRCNNYLOPUAST. FES 09 M V CD Z LU CD ED 0 cc > U L Vi XJ ¢] r W C f`- ff7 Z r Z W IL LY SC I -Z Z a[ tZ 0 LL Q m W W W t� WC�)U W LLJZ LY ED a ILLI LU u~i iY NL T H {))� ©r M` Y ZW Y ZW00Z Q a < RONALD A. MISLOWSKY, JR. W ,d I+i0.20674 O U Q `rS�NAi- - J rrr rV V J Z (D of Z 7 W 2EOC)CO UL1 wO�CL T QLLI w*U) BZW LL X r�Q 0 LIL ` J L0 00-0 V W W LL VJ J �C W LU LU U) �L 0CN CN co Q _J > a� 0E - T U) QT C/)0 �Lul= Q Lu 0 I -- 0Z W CD r LL 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 G ISI M 1601 DRAWING SCALE NIA DRAWfd BY KLM 1 CJM APPR©VIER BY MMA SHEET 29 C3F 33 t� IYl Y Y Y � J Y uJ r - Z w � h 0 Z 0 w p LLu J 0 CJ O Z w 0 } Q in Z w LU Ofw 0 Q Z LU O EL w w I1J D) tY a > n 0 w ❑ • Q ry Q I• � Co LU t7 8 N t- ry r6 <0 in CV i} I,I 1W 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 G ISI M 1601 DRAWING SCALE NIA DRAWfd BY KLM 1 CJM APPR©VIER BY MMA SHEET 29 C3F 33 SINGLE POST INSTALLATIONS MWNTM HEIGHT I?,) LOGE t)f INSEE NOTE 11 PAVEMENT_ I %IDI Note: Comb. curb & gutter having a radius of 300' or 44.4 less (along face of curb) ' Shall be paid for as radial a . i,, combination curb & gutter. •C 4 aA d>p This item may be precast :• .a4 or cast In place. A 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 VDOT RIGHT-OF-WAY) TWO POST INSTALLATIONS MOUNTING RFWNT IN lil DRi€DGE (SEE NOT1 DPAVEMENT� I NOTE MINIMUM MOUNTING HEIGHT (h) SQUARE TUBE SIGN POST OFSfPOEST 15FI£ NOTE 1) MAXIIMLIM A L Wi Tt13 A=SS ANIGHWAT NW1.1110i9 ACM1 SIGN 8 HIM MAKS Siam LwAft0 IMXX SIC30 LWATM9 Xn OR 21.87 rp" 20.58 Tw4w .1w 0" 1414 Ipa Flow TME )Aft AIX& AMAX ILMI owi 2)II&INCH 10 GA 1= /Y UAMML LAIC, Of T;AVEL LAI[ 10.23 LIME,IMAL X,916. 30.69 - RLAII( IYARCts. 12 6.82 13.64 20.46 9AMING AM 4• X- i' t• IanA.Aroln s, Ills 41.07 10 10.95 21.90 sccn9 SIN7a KIF MIfSTP PI 1 411 )AOT( 1) !' tiff WTI N 4• i I. MOuNfING I£IGINT MAY NEED TO BE GREATER THAM INDICATED IN CHART TO PROVIDE THE MN1MJSA Hi1GHT TO THE TOPOF THE SIGN FOR SINGLE POST INSTALLA?K)NLS AND THE INNMMM HEIGHT TO THE BOTTON OF THE SIGN FOR MLL71-POST NSTALLATIONS,. 3. A SECONDARY SIGN 15 CON54XWD 10 BE A SIGN MOUNTED 9ELOW ANOTHER SIGH. EXCEPT A ROUTE MARKING ASSEMOLY CONSISTNG OF A ROUTE UAWER WITH AN AUXILIARY PLATE IS CONSIDERED T4 9E A SINGLE SIGN, 3. VOUNT-NG HEIGHT 00 OF THE MAJOR SIGN ABOVIE THE SECONDARY SIGN SHALL � M]' MNMNALM. 4. W {0.601 X (SIGN ' PANEL 'WIDTH) 5. SMHUCIURAI_ DESIGN SHALL BE IN ACCORRUMNGE WITH AASHTO STANDARD SPEOFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGINS. LL'IWIWAWS MMD TRAFFIC SIGNALS. 4TH EDITION 2001 WITH A WIND LOAD OF 120 MPHR. 6. SQUARE TUBE SIGN POST LAAGiER THAN 2 INCHES SHALL HAVE AN FHWA APPROVED BR'EAXWAY SUPPORT SYSTEM CONFORMING TO AASHTO'S STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUM MARIES AND TRAFFIC SIGNALS. 7. SIGN PAN" SHALL BE IN ACCORDANCE SMITH SPO -5. STP -1 THREE POST INSTAILLATIONS I_ ,Y [SNE MOTE •M _ i TMA OM FR SQUAW TUBE PW SQUARE TUBE SIGN POST OFSfPOEST CENTROID MAXIIMLIM A _ - 2 INCH 12 GA 8 7.29 14.58 21.87 IO 6.86 13.72 20.58 M2 6.40 12.96 19.44 2)II&INCH 10 GA 8 10.23 ?0. 46 30.69 IO B. 19 16.38 24.57 12 6.82 13.64 20.46 2YH 10 C.A. 8 13.69 27.30 41.07 10 10.95 21.90 32.85 12 9. 12 18.24 77.36 I 236CN 2'/BCH 10 GA. 8 23.92 47.84 71.76 10 19.14 38.7) 57.42 1 12 15.95 3R.90 1 47.85 '*'THE INNER POST SHALL BE NO LESS THAN 6 FEET IN LENGTH, CENTROID SMALL BE DETERWNED IN ACCORDANCE WITH PCS -1. RFSERLNCE SQUARE TUBE SIGN POST v 1 ILLI I ROAD AND BRIDGE STANDARDS ►' s SLIP BASE NGRpLRD LINE 700 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 3 I rrr rrr }y ✓r rr EARTH � rrr r rr rr 132-L IO GENERAL I'6-1 1. METHOD "A" PIPE 9EDONNG SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WTTHN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC -1 TABLES UNLESS OTHERWISE NOTED ON THE PLAINS. 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FNNISHHED GRADE. 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. CIRCULAR PIPE 1. D - OUTSIDE DIAMETER OF PIPE. 2. d - INSIDE DIAMETER Of PIPE. S. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTRREWTY OF THE PIPE. X - 12- WHERE d IS LESS THAN 36". X - 18' WHERE d IS 36" ANi3 (TREATER. 4. WHERE DIRECTED BY THE ENG6iNEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUN DATRW MINDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" NO LESS MIN DM OUTER WI1TH 1HEIGHT OF COVER 1S' OR LESS. 5. REGULAR BACKFILL MATERIAL RIMY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPED 30" AND LESS IN DIAMETER WITH HIETOHT OF COVER W OR LESS, 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (01-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. S y - OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 - INSIDE SPAN DIMENSION OF PI?E. 3. R - OUTSIDE RISE DIIMiNISION OF PPE. 4. X - WIDTH OF CLASS I BACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE S 0LESS TRAIN 35". X - I9" YIHERE S IS 3d- AND GREATER 5. WHERE PMRECTED 13Y THE DOING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDAT R ROUTINE ENTRANCE PIPE WH ERE 52 IS 38" OR LESS AND MEIGGM Of COVER VOR LESS. 6. REGMlLNi BACKFILL MATERIAL MAY BE USED IN LEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. PIPE ARCH 1. S - SPAIN DIAEKSMON OF PIPE. 2. R - RISE DOEN-140H OF PIPE. 3. B - SEE PC -1 TABLE FOR APPLICABLE PPE MATERIAL 4. x - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. x - 12 WHERE S,2 IS LESS THAN 38-. x . 18" WHERE $2. IS 36" AND GREATER 8. WHERE DIRECTED BY THE ENGINEER. BEPDHO MATERIAL MAY BE ELP MMATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE 'ENTRANCE PPE WHERE S2 IS 35" OR LESS AND HE04T Of COVER IV OR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIA. FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. SPECIFNCATMC&IM REFERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS GENERAL NOTES War ROW AND BRIDGE STANDARDS 302 REVISION r. c '� LINE • . DATE SHEET 1 OF 1 303 VIRGINIA DEPARTMENT OF TRANSPORTATION ' 107:00 CG -6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PL ACF, 4000 PSI IF PRECAST. 3. COMBINATION CURB L GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PATES FOR AS RADIAL COMBINATION CURB i CUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER.THE BOTTOM OF` THE CURB L CUTTER Q SUBBASE CDIUR5EBE S ANDED dR O:I.1. TI E TDEPTH I SLOPE THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE Of CC -6 IS BASED ON ROADWAY CI ASCFICATIONN AHD DESIGN SPEED AS SHOWN IN APPENDIX A OF 2" R THE ROAD DESIGN UANUAL IN THE SECTION ON GS URBAN STANDARDS,. p ' s + r'1 D A D O ° p h 'D *� p P p • b OHF BOTYCW CE THE CURB AND b" 2'-0" GUTTER WAY BE CONSTRUCTED THIS AREA NAY BE CONCRETE AT THE OPTION Of THE CONTRACTOR COMBINATION 6" CURB AND GUTTER 1CM5 $D2 VIRGINIA DEPARTMENT OF TRANSPORTATION PARALLEL TO THE SLOPE OF SUBBASE COURISES PROVIDED A MNYMUM DEPTH OF 7" IS MAINTAINED. ROAD AM BRIDGE STANNDMk)s REVISION? DATE SHEET 1 OF 1 201.03 STP -1 FOUNDATION DETAILS POSTS SHALL at FWAK)VABLE FROM ANCHOR SLEEVE AFTER CONCRETE HAS SET SIGN POST ;i2 I/X" w 10 GAUGE ►ATtJ1 H(i1POST SEF nFTNL. A�'" x 1i GAL1t3Y*,. SIGN PANEL ATTACHMENT DETAILS NYLON WASHER " X 3A.- HEX HEAD BOLT W/FLAT WASHER AND LOCK SMASHER UNMR NUT AND A NYLON WASHER UNDER HEAD SKIN PANEL -- ROAD ATI:} BRIOCE STANOARDS SHEET 2 OF 3 REVISION DATE 132'1.11 SQUARE TIRE SIGN POST NOTES: NYLON WASHER SHALL BE f6" THICK MIMIMMNM WITH AN OUTSIDE DIAMETER OF 1" AND AN INSIDE DIAMETER OF Yi", TOP Of SIGN PAWL SHALL BE FLUSH WITH THE TOP OF THE POST. SIGN PANEL DESIGN SHALL BE IN ACCORDANCE WITH STANDARD SPD -5. SQUARE TUBE SIGN POST VIRGINIA DEPARTMENT OF TRANSPORTATEDN CORNER BOLT CORNER BOLTS SHALL BE 31r" OIA CARRIAGE HDFAD 80L.T WITH SERRATED FLANGE NUT. CORNER BOLTS SH41- BE USED FOR ATTACHUNC THE SQUARE TUBE SIGN POST TO THE ANCHOR SLEEVE. OR SLIP BA%E- SPECIFICATION REFERENCE 700 -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FLL SQUARE TUBE ►' s SLIP BASE NGRpLRD LINE rrrrr rrrr rrrrrr rrrr SIGN POST I rrr rrr }y ✓r rr EARTH � rrr r rr rr 40 NOTE N0.6 + ROCK OR # EARTH 2 CORNER BOLTS SLP BASE • •'SEE « C if flETAL D ~ SEDOiNO W X T H C]fi x 7 GAtK:Ei.o. s � ' r2IAs" MIN. 1 1/101/10 D X D x BEDDING M. 1/ID O I MA ii xTERIAD S( . --Y2" PER T OF H ANCHOR SLEEVE t FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE • UK 1.5 x D MIN. L5 x D MIN. 1.5 X aIII.of AIN. t5 x D TOP' OF FILL • s ' TOP OF FILL l ANCHOR SLEEVE � r r r rrrrr (rrrrrr = rrrr rrrrr rr. r-- W rr r fr r r rrrrrr rrr rrrrrrrrr rrrrrrrrrrrrrr r�rrffr rrrrrr rrrrr rrrr 'rrrrrrs rrr rrr rrrrrr 3"s 7 GAUGE rr +rr r GROUND b = rr rr rr rrrrrr GROUND rrrr = rrrrrrrrrr ✓rrrrrrrrr o rrrr LME r. c '� LINE • . rrrrrr - INE EARTH irRENC)4 ' I OR LAK 11IO D - UNYIELDINGbw ANCHOR SLEEVE • , > T DF H X a x SIGNS POST i hwL -, MATERIAL deARTH MAX MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING WITH ACCORDANCE NOTES: SECTION 302 OF THIALINE ROAD AND IRI A SPECIFICATIONS. FOR PLASTIC PPE. THE LUIS OF THE CLASS I BACKI LL MATERIAL SINAL L BE CLASS I BA4%ffTLL MNATERMAL W ACCORDANCE EXTENDED TO I2" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND WAGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING SEE WSTALLATKW OF PIPE CULVERTS AND STORM 6A SEWERS GENERAL NOTES SHEET 107,00. rr rr RE4X1M AR BACKFILL MATERIAL 1N ACCORDANCE WON SECTION 302 OF THE ROW AND BRIDGE CRUSHED GLASS CONFORMS TO THE SIZE REOUIREMAE3NTS FOR CRUSHER RUN SPECFICALTx3N'FS., AGGREGATE SIZE 25 AND 26 MAY BE USED N PLACE OF CLASS I BACKFILL. EMBANKMENT XVDUrClIFICATION- INSTALL. OF PIPE CULVERTS AND STORM SEWERS Sp REFERENCE ROAM AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "ANI 0 SHEET I OF 4 1 REVISION DATE VRGM DEPARTMENT OF TRA NSPMTATMDN 302 303 107.01 . I + 2 s • + ■ • BOLT W 0 + - ANCHOR SLEEVE - -- + CS CONCRETE • �" . CLASS3 • r + CLASS A3 • " Q LU 0 DETAIL A. SIGN POST TO B€ INSTALLED U ON SLP BASE IN ACCORDANCE MTN MANUFACTURERS z RECOMMENDATIONS > SIGN PANEL ATTACHMENT DETAILS NYLON WASHER " X 3A.- HEX HEAD BOLT W/FLAT WASHER AND LOCK SMASHER UNMR NUT AND A NYLON WASHER UNDER HEAD SKIN PANEL -- ROAD ATI:} BRIOCE STANOARDS SHEET 2 OF 3 REVISION DATE 132'1.11 SQUARE TIRE SIGN POST NOTES: NYLON WASHER SHALL BE f6" THICK MIMIMMNM WITH AN OUTSIDE DIAMETER OF 1" AND AN INSIDE DIAMETER OF Yi", TOP Of SIGN PAWL SHALL BE FLUSH WITH THE TOP OF THE POST. SIGN PANEL DESIGN SHALL BE IN ACCORDANCE WITH STANDARD SPD -5. SQUARE TUBE SIGN POST VIRGINIA DEPARTMENT OF TRANSPORTATEDN CORNER BOLT CORNER BOLTS SHALL BE 31r" OIA CARRIAGE HDFAD 80L.T WITH SERRATED FLANGE NUT. CORNER BOLTS SH41- BE USED FOR ATTACHUNC THE SQUARE TUBE SIGN POST TO THE ANCHOR SLEEVE. OR SLIP BA%E- SPECIFICATION REFERENCE 700 -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FLL TOP OF FILL TDP OF FILL I GMiOIMiI LIFE GROUND LANE x NGRpLRD LINE rrrrr rrrr rrrrrr rrrr irr>r I rrr rrr }y ✓r rr EARTH � rrr r rr rr 40 + r r + ROCK OR # EARTH a UNYIELDING SOI. � C if q ~ SEDOiNO W X T H C]fi MATERIAL s � ' MN 1110 D X D X MIN. 1 1/101/10 D X D x BEDDING M. 1/ID O I MA ii xTERIAD S( z z oL --Y2" PER T OF H Of MIN. B", MAX. 24- FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MRN. 1.5 x D MIN, 15 X D UK 1.5 x D MIN. L5 x D MIN. 1.5 X aIII.of AIN. t5 x D TOP' OF FILL TOP OF FILL TOP OF FILL l � r r r rrrrr (rrrrrr = rrrr rrrrr rr. r-- W rr r fr r r rrrrrr rrr rrrrrrrrr rrrrrrrrrrrrrr r�rrffr rrrrrr rrrrr rrrr 'rrrrrrs rrr rrr rrrrrr rrrrrrrrrrrrr rrrrrrrrrrrrr'- rrrrrrrrrrr rrrrrrrrrrr rr +rr r GROUND b = rr rr rr rrrrrr GROUND rrrr = rrrrrrrrrr ✓rrrrrrrrr o rrrr LME r. c '� LINE + - rrrrrrrr rrrrrrrrr -- rrrrrr - INE EARTH irRENC)4 ' OR LAK 11IO D - UNYIELDINGbw INN. 1170 D X 0 X BEDTDIHG 11 PER SOL , T DF H X a x MIN 1110 hwL -, MATERIAL deARTH MAX MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING WITH ACCORDANCE NOTES: SECTION 302 OF THIALINE ROAD AND IRI A SPECIFICATIONS. FOR PLASTIC PPE. THE LUIS OF THE CLASS I BACKI LL MATERIAL SINAL L BE CLASS I BA4%ffTLL MNATERMAL W ACCORDANCE EXTENDED TO I2" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND WAGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING SEE WSTALLATKW OF PIPE CULVERTS AND STORM 6A SEWERS GENERAL NOTES SHEET 107,00. rr rr RE4X1M AR BACKFILL MATERIAL 1N ACCORDANCE WON SECTION 302 OF THE ROW AND BRIDGE CRUSHED GLASS CONFORMS TO THE SIZE REOUIREMAE3NTS FOR CRUSHER RUN SPECFICALTx3N'FS., AGGREGATE SIZE 25 AND 26 MAY BE USED N PLACE OF CLASS I BACKFILL. EMBANKMENT XVDUrClIFICATION- INSTALL. OF PIPE CULVERTS AND STORM SEWERS Sp REFERENCE ROAM AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "ANI 0 SHEET I OF 4 1 REVISION DATE VRGM DEPARTMENT OF TRA NSPMTATMDN 302 303 107.01 CENTER ROW MAY BE ELIMINATED WHEN SLOPE IS LESS THAN 411 ,MJNCTION SLOT �p 5' MM. 4.1 OR FLATTER CHECK SLOT 3'UM- STEEPER THAN 451 TERMINAL FOLD LAP J1OW EDGE AND END JOINTS TO 2" MIK BE OVERLAPPED 2" Mrwi, COMBINE THIRD ROW OF STAPLES FROM EACH STIP IN LAP WFTH ALTERNATE SPACING. -A -TAMP SOL FIRMI Y TAP SOL FIRMLY TERMINAL FOLD ANCHOR SLOT CHECK SLOT JUNCTION SLOT -fir To 2- NOTES: �} - • r TO 2" 1. APPROXIMATE 200 STAPLES REQUIRED MM EM PER W X 225' ROLL. I z 2. ANCHOR SLOTS JUNCTION SLOTS AND N CHECK SLOTS Vb BE BORED 6" TO 12- AM VARIABLE. JUNCTION SLOT 3. WAX SPACING C -C CHECK SLOTS 101` SLOPE 42 0R LESS 50' SLOPE NO. it MMN � STEEPER THAN 4X GAGE WIRE 4, STAPLES FORMED FROM NO. 8 STEEL PLAN VIEW WIRE a- STAPLE WNWjMM LENGTH FOR SANDY SM II" STAPLE MINIMUM SOIL RETENTION MAT STAPLING DIAGRAM JUTE MESH LENGTH FOR OTHER SOIL. GENERAL NOTES: 1• BASIS OF PAYMENT T4 BE SQUARE YARDS OF PROTECTIVE COVERING COMPLETE IN PLACE.3. JUTE MESH OR SOI. RETEMIONI MAT 1N ACCORDANCE WITH THE SPECIFICATIONS PROTECTIVE COVERING IS TO BE LOCATED AS IND CATED ON THE PLANS IN ACCORDANCE MAY BE USED AT THE OPT110114 OF THE CONTRACTOR, WTFH THE DAZE N910NNS SPEWED ON TYPICAL SECTION+(. 4. WIDTH OF MATERIAL MAY VARY FROM WI NMUM D'RENSION BY INCREMENTS OF 2 -"T -TOP" STAPLES OR OTHER MANUFACTURER'S DESIGN APPROVED BY THE ENGINEER MAY 4 OR 5 (FEET. BE SUBSTITUTED FOR THE STAPLES SHOWN. 5. FOR SOURCES OF APPROVED MATERIAL SEE VDOT'S APPROVED PRODUCTS LIST FOR SrO. EC -2 MATERIAL. ROAND s STANDARDS PROTECTIVE COVERING INSTALLATION CRITERIA E� AD SHEET 1 OF 1 REVISION DATE VRGNNIA DEPARTMENNT OF TRANSPORTATION 244 173.02 E04 13 ASSEMN91. v 1k.' I E4R i:0 5 FP�•A TH• NOSE OF NE ;;Ai AND CENT171IF IN MMiAk ° CURB FACE (ALL A:. •,2 A4t+VLIM. FOR vE: ANS OVER 11' IN '14*D FOR MEDIANS 1U'u"t ESS IN '6'6107H1D'LI+1'55 SI10* ' Of�,s RY(1iSE ON (H= 'a ANS SINGLE POST MEDIAN kSTA7LLATIONS WRONG WAY SIGN AND DCI NOT ENTER SIGN ON EXIT RAMPS BACK SIG ONE WAY SIGNS ON EXIT RAMPS WITH STOP SIGN ONE WAY SIGNS ON EXIT RAMPS SQUARE TUBE SIGN POST 1 ,. 1 •`.'+ I C, i NOTES 1. TE -IN REQUIREMENTS TO INTERSECTING ROADS OR STREETS SHALL K N ACCORDANCE WITH THE CONTRACT DOCUMENTS OR AT THE DIRECTION OF THE ENGINEER. 2. EXISTING PAVEMENT SURFACE SHALL BE PLANED TO TRANSITKINN THE TOP COURSE OF THE ASPHALT CONCRETE OVERLAY. ANY SUB -COORS€ TERMINATION MAY BE NOTCHED INTO THE EXISTING PAVEMENT 09 BLENDED WITH THE NEXT COURSE OF PAVEMENT. 3. WHEN TItERE !S A SPECIAL PROVISION FOR ROCA13UTY INCLUDED IN THE CONTRACT, A DISTANCE OF 105 IEE1 fO.02 OF A MILE), MEASURED FROM THE LINE OF THE TIE-IN WILL BE EXEMPTED FROM PAY ADJUSTMENT. 4, TRANSITION SHALL BEGIN/ELAND AT THE PROJECT LIMITS. AT BRIDGE APPROACH SLABIASUTMENT (OR AN INTERMEDIATE POINT DETERMINED BY THE ENGINEER). AND A MINIMUM OF 75 FEET FROM A VERTICAL PLANE OF THE NEAREST OUTER FACE OF THE BRIDGE OVERPASS, 5, NO OVERLAY OR MILLING SHALL BE PERMITTED ON THE BRIDGE DECK WITHOUT THE PRIOR WRITTEN APPROVAL OF THE DISTRICT BRIDGE ENGINEER. T RRXICF fWrK OR PROJFCT TF RUINI TRANSITION RATE POSTED SPEED MPH 29 1 35 1 45 1 55 1 65 70 RATE NFTINCHI 2D 25 35 40 1 45 50 PLANED SURFACE TEM1P. PAVEMENT WEDGE EXISTING PAVEMENT OR BRIDGE DECK EXSSTINC PAVEMENT TEMPORARY PAVEMENT WEDGE SHALL 13E CONSTRUCTED OF SURFACE MAX ASPHALT A MINIMUM OF 3 FEET IN LENGTH FOR EVERY INCH OF DEPTH OF PAVEMENT MILLING. TEMPORARY WEDGE DETAIL r TD jTjl ILAA OR yIFLD SIfiN STOP OR SIGN I7 AT EXIT RAMPS FrI.Ap aLr � F:I� ;� s-A��,waCs .•� yin,.'. `II_E .. ::F F-15.09 . ACOT -1 75' MN. BRIDGE OVERPASS jj TRANSITION LENGTH tI �Il 1100 RATE x 11 60 "'21ST ING PAV HAENT - MILLING DEPTH -tl SINGLE COURSE OVERLAY TRANSITION GEOMETRY (NOT TO SCALE) TWO COURSE OVERLAY TRANSITION GEOMETRY )NOT To SCALE) I� �/ Ex15T3NC1PAVEMENI THREE COURSE OVERLAY TRANSITION GEOMETRY iNOT TO SCALE) SP£CIFiCATMrJN A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE - REFERENCE 210 ASPHALT CONCRETE OVERLAY TRANSITIONS 315 515 V+RGIMA DEPARTMENT OF TRANSPORTATION BRIDGE OVERPASS RATE x 11 ,On) RATE x t2 (in) BRIDGE OVERPASS 11 (11)- RATE x 1, (int ytt) • RATE x 12 (GI) 1500 . RATE x tX IkI) ---MILLING DEPTH •tl \VD0 T - ROAD AND BRIDGE STANDARDS REVISION DATE SHEET I Of 1 7,12 305.01 M V rn Z W CD CL3 0 CNV C7 Q 7, til Q > LL 0 a) Tn 4� 0) RU Z 1j C h-• CD Z Z C� W L' 4 a Z L Q r_ rZ''� V M- 0 0 z © - o LU LL D U z ii LLl cc w DD d 2 W X T H C]fi ` • ' 5 Of Do J Cn Z LJ Z >- z RONALD A. MISLOWSKY, .IR. z z oL No. 20674 , Of U F5 IONAL Q J 0 U I U) z z > LLI o zr W 00 ^_ LL U-1 Z Lll �•� > 4 V U) C) vJ o LL LLLL LL LO {77 LL L.M.J 0` ' IBJ LL J_ I- W w I- U) DCN fV 040 J 0 T a Z 'U) LLR z D I- 0 W ctf H E 0 W n C7 �-yr L.L LL ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVCGE 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 GRIM 1 Q Q 1 DATE 2018-03-28 DRAWING SCALE NIA DRAWN BY KLM 1 CJM APPROVED BY MMA SHEET 3Q OF 33 ii 2 2 ` • J J J >- M J Y fn F_ z LU 0 z U 2 W 0 U CS Q LU 0 U Q z xsLU > LID 0 W d z it 0r A 0 0 D z LU LU ILL!IY LI) � W p Ix ¢ • • D cv - 0 Q Z w uj a N 6 �? � o a, N ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVCGE 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 GRIM 1 Q Q 1 DATE 2018-03-28 DRAWING SCALE NIA DRAWN BY KLM 1 CJM APPROVED BY MMA SHEET 3Q OF 33 CG -12 GENERAL NOTES- 1. THE DETECTABLE WARNING SHA L BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER, 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS, 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. 5, REOUIRED BARS ARE TO BE NO.5 X 8" PLACED 1'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, AID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER Y/j'. 6. CURB 1 CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCULIDED IN PAYMENT FOR CURB / CURB AND CUTTER, 7 CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, 1 OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN, CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 5. NDN UNNOSSTRUCTEO, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS Of A FACILITY THAT CAN BE APPROACHED. ENTERED l/r1�/rFi,4+9�/.'is`i?e.^*�e\.e: r AND USED BY PEDESTRIANS. 4 ` TAI( 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG -13. COMMERCIAL ENTRANCE IHEAVY TRUCK TRAFFICI FOR CONCRETE DEPTH, 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED NESE PATH 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS iDOACONALI, A 4'x 4' LANDING AREA SHALL BE PROVIDER) TO MANEUVER A WHEELCHAIR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'. 4' _ AT ), 2" HIGHER THAN EDGE OF PAVEMENT AT )K )K , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR LANCING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 6"'2.4" C C o WARNING SURFFFED AS ACE SHALL HAVE RECOMMENDED BY ATI[ MANUFACTURER RADIUS R FIELD n O O O O THE BACK OF CURB, O O O o O O O n n 0 0 - - 0 0 0 0 0 0 0 0 0 0 0 0 LANDING RAMP �-a000000nana0OOn I� 0 0 0 0 0 0 0 0 0 O n 0 0 O O 0 0 0 O O 0 0 O 0 0 Q 0 0 0 n in 0 0 0 0 0 0 0 0 0 0 0 0 'O 0 0 T R p O 0 0 a 047 O fl 0 0 0 0 0 0 P DI DETECTABLE WARNING cy f AT BACK OF CURB 1.4" I VARIABLE FULL WIDTH Of RAMP FLOOR _1 SEE NOTE 12. I r� PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVooT CG -12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND $RIDGE STANDARDS SHEET I of 5 REVISION DATE (GENERAL NOTES) 105 703.05 7/1 t VIRGINIA DEPARTMENT OF TRANSPORTATION 502 T -DI -I STANDARD 01-1 FRAME IF GRATE 04 BARS 9 4" C -C -p 44 DIAGI it ALL CC TYPICAL TOP ALTERNATE DI -1, 1A PC 8" DOWELS 'I. NOTES: 1 SEE GENERAL NNOTi:S PRECAST FOR ADDITIONAL DETAILS. 2• CONCRETE TO BE 4DOD PSIMIUi,N IM. NOTES: 3• REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, ASTM A-497 I. TONGUE AND GRDOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS), APPROVAL OF THE ENGINEER, JOINTS ARE TO BE SEALED WITH MORTAR, OR 4, CONCRETE COVER AID GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. O-RING GASKETS OR BUTYL RUBBER. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. 5. SEE STANDARD (X-1, TA FOR DETAILS OF FRAME AND GRATE. 8• DIMENSIONS SHOWN ARE MINIMUM. ACTUAL OWNS40US MAY VARY WITH ALTERNATE JOINT DETAILS MANUFACTURER. GROUT 1 X- STANDARD PRECAST TOP UNiTS S�EEe+E)N ROW AND BRIDGE STANDARDS 105 SHEET T OF i REVISION DATE VIRGINIA DEPARTMENT Of TRANSPORTATION 302 103.03 302 V �c I � RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE H DWNSIONN CONCRETE CORR. METAL 12" - 2`5 - -5"15" IS.. 2'- 4" 213" ►8" 3 - 2 -lr' 21" 3' 3 3'-2" CURB ARID GLITTER f 8" DOWELS 'I. NOTES: 1 SEE GENERAL NNOTi:S PRECAST FOR ADDITIONAL DETAILS. 2• CONCRETE TO BE 4DOD PSIMIUi,N IM. NOTES: 3• REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, ASTM A-497 I. TONGUE AND GRDOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS), APPROVAL OF THE ENGINEER, JOINTS ARE TO BE SEALED WITH MORTAR, OR 4, CONCRETE COVER AID GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. O-RING GASKETS OR BUTYL RUBBER. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. 5. SEE STANDARD (X-1, TA FOR DETAILS OF FRAME AND GRATE. 8• DIMENSIONS SHOWN ARE MINIMUM. ACTUAL OWNS40US MAY VARY WITH ALTERNATE JOINT DETAILS MANUFACTURER. GROUT 1 X- STANDARD PRECAST TOP UNiTS S�EEe+E)N ROW AND BRIDGE STANDARDS 105 SHEET T OF i REVISION DATE VIRGINIA DEPARTMENT Of TRANSPORTATION 302 103.03 302 V �c I � I I A-11 L,' 1x STREET APPROACH SAME SURFACING (RADIUS TO BE AS I I AS MAINLINE ROADWAY (SEE NOTE 6) 'C C SHOWN ON PLANS) vI S 6 X ax - - - - - - - - I (RATXUS TO BE AS W RADIAL COMB)NATTON SHOWN ON PLANS) -46. STAB DHA CURB ARID GLITTER f CG -8 I NOTE 7) lI' THE MARKED THE "H" DIMENSION SHOWN ON TFE ST44WM AND SPECIFIED ON THE PLANS i,' t THE MARKED t SIDEWALK I & _ IRCIN STEEL JOINTdPLAN (SEE NOTE 2) 8 V) OPTIONAL 6:. CROSSWALK AREA. I FLOW LINE ^ Y_7" vi 6'-r �U EXPANSION 3 LBS TO COLLAR 4' 0" Ex JOINT 3 JO NOTE*WIDTH "B" 2'-D" OR AS Yi MAP&IJE ROADWAY SHOWN ON TYPICAL SECTION. A LF) ^ _ am Ir PLAN VIEW r- MAWLINIE ROADWAY SLOPE TYPICAL PLACEMENT 10' PARABOLIC CURVE EDGE OF SHOULDER OR 5 MAX.D SLOPE CHANGE ® w - OPTIONAL FLOW LW PLACEMENT 2­10-yra._ MAINLINE ROADWAY WITH SUFFER STRIP �. - - - -,. �...- J-- ..,_ - �• r -1N - CG -12 DETECTABLE WARNING SURFACE a MAX. - _ D 1V I)OT 4. SLOPE CHANCE (GRATE REMOVED) 1 6'-0'" ROAD AND BRIDGE STANDARDS -- D « TYPE A (PERPENDICULAR) APPLICATION C� z CD REVISION DATE SHEET 2 OF 5 20' MINIMUM FOR 5' MIN. COMMERCIAL ENTRANCE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE, 203.06 SECTION A A CLASS A3 M CONCRETE GENERAL NOTES 1. WHEN CG -11 I5 USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC}, THE DEPTH FOR SIDEWALK 4 CURB RADS WITHIN I HE LIMITS OF THE RADII SHOULD BE INCREASED TO 71. 3. WHEN USED w CONJUNCTION WITH STANDARD CG -3 OR CG -7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 4. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. 5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PWTION OF GUTTER TO PRECLUDE PONDING OF WATER. ENTRANCE NOTES 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE LS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SLOGRADE STABILIZATION REQUIRED FOR MAILINE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) S. RADIAL CURB OR COMBINATiONN CURB AND GUTTER SMALL NOT BE CONSTRUCTED BEYOND THE ROW LINE EXCEPT FOR REPLACEMENT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE( CHANCE D„ DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0% _3x k6MIUMi I 501-1506 VPD &3X 6 x LOW I LESS THAN 500 VPD S 6 X ax NOTE$ A.LQWAFJILL LNINUINUt UKA1t IH]LG UJ. 14V1 APPLICABLE TO STREET CONNECTIONS SECTION C -C SPECIFICATION METHOD OF TREATMENT - REFERENCE CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV 8/07 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 A PERMISSNLE CONSTRUCTION ..,.,,..r. 'I., LONG O 12" C - /MAS T MAX s TRUNCATE DOME SEE SHEET I OF 5 A FOR DETAILS 8-0" Mir. BACK OFCURB 12'1 MAX, 48:1 MAX, 20:1 'MIN. SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B -B NOTES+ FOR 'GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5, THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REGUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMPLENGTH 8 FEET FOR NEW CCONSTRUCTION,6 FEET FOR ALTERATIONS. TYPICAL DESIGN TYPE A WITH BUFFER STRIP CG- 12 01-1 'fP SECTION CAST IRON SECTION STEEL DIMENSIONS V A 4 SOUARE LANDING A 4"SQUARE LANDING ,s C D NC y AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED WITHIN W COLLAR r 1 AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED WITHIN -46. STAB DHA a" B -- B 2"-3" 1'-1I" A A lI' THE MARKED THE "H" DIMENSION SHOWN ON TFE ST44WM AND SPECIFIED ON THE PLANS i,' t THE MARKED t WILL BE MEASURED FROM TIE NVERT OF OF THE & _ IRCIN STEEL JOINTdPLAN 2"-11" V) 5'-0" CROSSWALK AREA. 24" CROSSWALK AREA Y_7" vi 6'-r �U Y 3 LBS TO COLLAR 4' 0" CONTRACTOR FROM FIELD CONDITIONS. _ Cm 3 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE Yi CROSSW K to CRO 4] LF) ^ _ am Ir n r- p " 11 TYPICAL PLACEMENT TYPICAL PLACEMENT i AT INTERSECTION CROSSWALK OSSWALH< AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALKDIAGONAL DIAGONAL PLACEMENT PLACEMENT 2­10-yra._ (WITH BUFFER STRIP) WITH SUFFER STRIP SPECIFICATION REFERENCE r -1N - CG -12 DETECTABLE WARNING SURFACE PLAN 1V I)OT 4. O THE EVENT THE INERT AN TAE PIPE IS HOW THAN THE (GRATE REMOVED) 1 6'-0'" ROAD AND BRIDGE STANDARDS 105 « TYPE A (PERPENDICULAR) APPLICATION C� z CD REVISION DATE SHEET 2 OF 5 502 BID" VIRGINIA DEPARTMENT OF TRANSPORTATION ' � 7/11 203.06 01-1 'fP SECTION CAST IRON SECTION STEEL DIMENSIONS NOTES PPE DIAMETER 2',7" B C D LUGS UGS MITT BE L 2V2" x *" x I/4' iD'-4 LONG 1, DEPTH OF INLET (H) TO BE SHOWN ON P FOR DEPTH GREAiTFR THAN W USE W COLLAR r 1 2,_0" -46. STAB DHA a" B -- B 2"-3" 1'-1I" A A 2. THE "H" DIMENSION SHOWN ON TFE ST44WM AND SPECIFIED ON THE PLANS i,' t I CAST GAL V. 4'-0" WILL BE MEASURED FROM TIE NVERT OF OF THE & _ IRCIN STEEL JOINTdPLAN 2"-11" ARE 5'-0" J I 24" APPROXIM OTE ONLY FOR ESTSNUATMKN Y_7" BRA ss ± ELD ALL 43.8 LBS CONNNECCTTOR$ I 6'-r DMfEb19OHS �DETIERNIINED BY 27" 3 LBS TO COLLAR 4' 0" CONTRACTOR FROM FIELD CONDITIONS. W -r' INCLUDINGI INCLUDING �ONNECTOR 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE �. LUGS W-1 STANDARD LS -1. THE COST OF - r- 4'- F ISHYNG ARO PLACING ALL MATERIALS " r-3" IFKX.DENTAL TO THE SHAPING IS TO 1E 5'-3" 2­10-yra._ 6`'-0" INCLUDED IN THE BD PME FOR THE If3" x 4" Nfr" x 1%g" r 4"ir r -1N STN. CTUW-. PLAN LUGS r' I2" 9+�ie" SET �SHEAR 4. O THE EVENT THE INERT AN TAE PIPE IS HOW THAN THE (GRATE REMOVED) 1 6'-0'" 2'-2" BOTTOM OF THE STRUCTURE. THE NINEPIN BOTTOM E « SF -E DETAIL A 4 C� z CD WI THE IGHT MM RTSHALL BE SHAM ff THE A SECTION B -B BID" WATER IN ST T OF FURNISHING ' � COLLAR DETAIL IMIN RAiSED a'-3" TIN 5 TO K TAIL ^" w ERMVG o UL iY y IN THE BID FOR THE 21 DFi1NS10N5 FOR DUMi3 NO WASTE DRAINS TO WATERWAYS 5, STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREA'TEit. FOR DETAILS SEE CAST RON ONLY - STANDARD ST -1. DETAIL B 6. THOS ITEM ):LAY SE PRECAST OR CAW- DETAIIL A D E INN +`-2" HIARDWAIE 2'-6" CLOTH 1`'3" SEE DETAIL 7. *4 X r SMOOTH DOWELS AT APPROXIMAITELY 12°' C -C TO 2'-7" I IN ALL UNCKTE 4"' DEPTH AGGR. .�,,...-„�„■� T kiTTIiIG CPLACIED TO PREVIEW $6a, *78 OR = 5ETTl e1NT- IN LIEU OF DOWELS . "A *a x B'° STNLD HZ A 2"3[4` NOTCH MAY BE PROVIDED. S1� ST T-DI+FOR C` Y ZCOLLAR 33 n SE� HZMWE B. ALTERNATE DESIGN 3" DLHETER WEEP HOLE 12'X(1 NOTE a x T UJ g ATH MESH 3iJRf. 12„_ 16"-18" OR 24"HORNE THA f3 TFC W rN en 17 A. C0] U z LU m BEENE *. CAST IN PLACE 0OMRM TO BE A „ -1 CLAW S A3 (3GGG PSD?. PIIECL�An o GONCKTE 14 TO BE 4000 PBL SECTION A-ASEEl=" �11 } T4. Di#1ATE IL-IN00a c>€: ANCHORAGE ANY ALTETHE APPROVAL OFT7 ENGINEIM "DE CONCRETE QUANTITIES FOR MIN. DEPTH rRounflMODETAIL B �iT� - ff SUBSTITtVTO FOR CAST IM LUGS AS SHOWN HEREON. 12" C ETE POPE - 1.440 CU. YD. CONCRETE 15" G©NCR TE PIPE - 1.52a CU. YD. CONCRETE unclumou APPFROODU I WEIGHT f I ` 0+1$7 R#pND GRATE 363 48 LOS T1 WASTE BRAINS TO WATERWAY L.ETTERM IS REOUI RED ON ALL DI -1 1B' CONCRETE PPE - 1.620 CU. YD. CONCRETE j. - ± `i GNATDULIP S. TERING MAY WARY B'YLMAANUFACTURERTION OF 1R..ADD 24" CONCRETE PIPE - 1.R17 CU, YD. CRETE SECTION C -C SECTION D' -D IT°p�iu FOOT OF DEPTH. GRATE DETAJIr C7 1VC 1T DROP INLET SKCIFICAT04 REFERENCE ROAD STANDARDSSTANDARD Of Lli IL 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' ViRGIMA DEPARTMENT OF TRANSPORTATION 233 302 SHEET F OF ,TREVMN DATE 1D4.01 END-SECTiON 12" - 64" PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X - XX I - - - - - - - W JE 4000 PSI TO BE J 4000 PSI MWSAL)M PLAN END VIEW ALTERNATE END -SECTION 12" - 60" PIPE Es -I HUB END ON OUTLET END -SECTIONS SPIGOT ENO ON INLET END -SECTION X - r x CONCRET _ - _ - _ 4000 PORE TOBE - - - - - - - PLAN SECTION x -X END VIEW END SECTION DIMENSIONS PPE DIAMETER PPE DIAMETER A B C D E 4„ 2,-q,r 4 1„ 6,,1.1 2,_0" 15" a" 2'-3" 2"-3" 1'-1I" 4'-0 uj A" 2'-3" r-9" 4'-0" 3'-0" 2r' - 2"-11" 2'-r" 5'-0" 3`-a" 24" 3'-7" Y_7" 2'-6" 6'-r 4'-0" 27" 4'-0" 4' 0" 2-r- W -r' 4'-6" W. 1'-cY' 4,-6„ V-7 W-1 5'-0" 33" r- 4'- 2 -3! 7'-1 5,45" r-3" 5'-3" 5'-3" 2­10-yra._ 6`'-0" 8._7: 42" r -1N 5'-3" 2'-1r' a'-2" 4a" 2'-0" 1 6'-0'" 2'-2" a'-2" 7.0'. t� C� z CD CD 040 CNm A 7'-6 BID" 2'-8" 5"-0" 3`-3" a'-3" 8'-0" ^" w ALTERNATE END -SECTION 12" - 60" PIPE Es -I HUB END ON OUTLET END -SECTIONS SPIGOT ENO ON INLET END -SECTION X - r x CONCRET _ - _ - _ 4000 PORE TOBE - - - - - - - PLAN SECTION x -X END VIEW - )PAY LINE - C SLOPE DETAIL NOTES: PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN) SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESM SHOWN ON THE RIGN{T LENGTHS WILL BE REDLX ED B'1' THE �NreE IN DIMENSION "D' SPEWICATION1 %�� REFERENCE FLARED END SECTION ROAD AND BRIDGE STANDARDS 2 12" - 6€l"' CONCRETE PIPE CULVERTS REVISION DATE SHEET I OF I VIRGINIA DEPARTMENT Of TRANSPORTATNDN 102.01 2016 ROAD BRIDGE STANDARDS Cc -t2 END SECTION DIMENSIONS MfNINLMR RAMP LENGTH._ IN FEET 4" C%ft 61" CL/R8 PPE DIAMETER A B C D E 12.' 4„ 2,-q,r 4 1„ 6,,1.1 2,_0" 15" a" 2'-3" 3;-10" 6-4' 2--6" r 6 1) uj '-3" 3,_10" 8'-1" 0 F- � 2' -Ir' Y-2" 6'-r' 3'-8'° 24" 10'_, 3'-7" 2'-8" W-3` 4'-0" 27" LL_ LLI 4'-0" 2'4 6'-f 4'-6" 30.151. <Y 0 4'-6" r-7 a'- 5'-0" 33" 1' 4'-401 3,_ a,_1 5,.6., r-3" 5'-3" 2'-10n'- a' -I " 6`'-0" 42" 1"-V 5'-3" 2`-T1" 9'-2" 6'-8„ T 0 A 54"5'-5" t� C� z CD CD 040 CNm A 7'-6 BID" 2'-8" 5"-0" 3`-3" a'-3" 8'-0" - )PAY LINE - C SLOPE DETAIL NOTES: PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN) SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESM SHOWN ON THE RIGN{T LENGTHS WILL BE REDLX ED B'1' THE �NreE IN DIMENSION "D' SPEWICATION1 %�� REFERENCE FLARED END SECTION ROAD AND BRIDGE STANDARDS 2 12" - 6€l"' CONCRETE PIPE CULVERTS REVISION DATE SHEET I OF I VIRGINIA DEPARTMENT Of TRANSPORTATNDN 102.01 2016 ROAD BRIDGE STANDARDS Cc -t2 ROADWAY GRADE N PERCENT MfNINLMR RAMP LENGTH._ IN FEET 4" C%ft 61" CL/R8 0 4 8 1 •5 DOWELS. B- io PE'RIASS�LE AT 11" C -C CCINNSTRUCIION DONT 2 12:1 MAX 3 5 9 I 12:1 5A?X 5 4 DILL I19LL.i' Al TTRxeAIED OOMES SEE SHEET i OF 5 FOR DETALS s'•�' WA Ir-TQVA -FACE OF ROADWAY CURB 5A4114 OF CURET 20' 1 rw4 SECTION A -A PERAA6SIBLE _ CONSTRM1 ren SECTION 8-6 � WITH BUFFER STRIP WITH BUFFER STRIP WiTHOisT BUFFER STRIP CROSSWALK 1 f { A 4• k AKA I i CROSSWALK CU" Jdf tag NOTES FOR GENERA NOTES ON THE DETECIAlLE WANING SURFACE. A a"SEE SIEET 1 OF 5. %fi" (r ., lII7 YgpIR[D THE REQUIREDLENGTHOF AFAR ALL£L RAMP TYPICAL 'PLACEMENT cup* 41 STRIP IS L"TED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION yg(NEwAAx SLOPE. TYPE 8 PARALLEL ADPL HC ATION ROADWAY GRADE N PERCENT MfNINLMR RAMP LENGTH._ IN FEET 4" C%ft 61" CL/R8 0 4 8 1 5 7 2 5 8 3 5 9 + e +a 5 tD 15 6 u u ROAN) PND BRIDGE ST"Ac= SHEET 3 OF 5 REVISION DATE -030.7 07/16 WITHIN CROSSWALK w, W.. DIAGONAL PLACEMENT SLOK 1 1Y7 S' MM, CROSSWALK '•�"t � CROSSWALKS !27 7 � � fI rxlO WITH BUFFER STRIP WITHOUT BUFFER STRi REFERENCE CG -12 DETECTABLE WARNING SURFACE sIX�I1wATI7N TYPE 8 (PARALLEL) APPLICATION los VIRGINIA DEPARTMENT OF TRANSPORTATION 1502 2016 ROAD & BRIDGE STANDARDS i SHAPE TO CONTOUR OF PIPE Nib-'. 4 . 74 �1 It f NOTES: SK*910 OF MANHOLE AND MET INVERTS IN ACCORDANCE WITH SHAPE TO ELEVATION OF WD -POINT OF LARGEST PIPE. I I I � I � I SLOPE TO DRAW TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS TFiS DIRAW*4C 0 TO APPLY TO THOSE STRUCTURESS SPECIFIED INVERT PPIS E ABOVE INVERT OF Cv) 0 0 SLOPE TO DNNMN TO INVERT OF r Lo o w SPLANS UREI WHIERE STTRUCT U co>LL PIPE 0 l 4 /r Zr Z r 6 1) uj MANHOLE OR DROP (LET IS TO BE FITRWED AND CONSTRUCTED IL 0 F- � IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. 7/ 0 LL ® ( >-0Z_ MILLIG THE INVERT SHAPING AS DETAILED HEREON iS TO CON56T OF A LL_ LLI uj <Y 0 PORTLAND TIEMIENNT GAIN TE MIX CONFORMING TO CLASS A3 OR ? EL LU LL I LL 1 JH op LL Lr 03 CLASSC1J EXCEPT TH11T 25X OF COARSE A14GREGATE MAY BE LP TO 4 N IDIALIETFW MND CONSIST DF STONE BROKEN BRICK. +� Z Nil .. 00c� a RONALD BROKEN CONCRETE OR BROKEN CpNE1E BLOGOK. THE SHxiFAOE + `6 No. 20b74 � SHALL BE LEFT SMOOTH BY MEANS OF R44D TROWELLINC. NONE T 0 A OF TW COARSE AGCFIEGATE SHALL REMAIN EXPOSED. t� C� z CD CD 040 CNm A z > J > w U) o oU) DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EX01IMPLE r LUw U • , U) O PURPOSES ONLY. EACH MAM40LE_OR DROP INLET IN TO BE SHAPED ^" w Y0 Y U z o UL iY y INDIVIDUALLY TO BEST FTT THE PARTHCULM INLET AND OUTLET CONFICURATION AND FLOW LINES. LLJ CGCTIf1h1 L7_p PLAIN METHOD OF TREATMENT IN MANHOLES XVDO-rROAD STANDARDS PECIFICATION STANDARD METHOD OF SHAPING REFMNCE SHEET T DF 1 HDN DATE MANHOLE & INLET INVERTS 302 T08.0a VIRGINIA DEPARTMENT OF TRANSPORTATION WP -2 TACK COAT THE PROPOSED CONSTRUCTION JOINT E>3ST14G ASPHALT LAYERS ► _ -- .. --...- EXISZBiifi atm€ ------------------ I i"OWYCTED SUBGRADE " CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXWI NG SUBBASE AMMO REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 11Jz INCH THICK ASPHIAN-T SURFACE GOU1I?SE (SIE NOTE 5) x WOMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETEFW4ED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN W ACCORDANCE WITH CURRENT VDOT PROCEDUWES AND BE APPROVED BY THE ENGINEER. 2- THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SKAJ_ BE ADDRESSED M THE PAVEMiDNT DESIGN, 3. A MINIMUM OF THREE CORES ShALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LATE TO DETEJUAIE THE TYPE AND `nH1CKHESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL. BE SPACED NO MORE n4AkN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE Mi1_LW A MINiM UM DEPTH qF I I>A2 INCHES ANBD REPLACED WITH AN ASPFLILT SURFACE COURSE TO MATCH THIS PROPOSED PAVEMENT WOO" SURFACE COURSE. UNLESS WAIVED BY THE E3NGt4EER. 5. THE E NG'�EiR MAY REQUIRE THE WINAJW DEPTH OF THE EXISTING PAVED EJ'NT TO PE ADJUSTED TO ACHENE AN ACC,'EPTABLE PAVMIENT C2ROSS-SLOPE AND EFFECTIVE SURFACE DRA*MGE 5. EASTPAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT ULCTS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENdN3EER. iNC 7. FINAL. TRANSVERSE PAVEMENT IE -IN SHALL CONFORM TO THE REQUR£MENTS OF SECTION 315.OU0 OF THE SPIECNFHCATIONS EXCEPT THAT ALL JOINTS AT TE -IN LOCATIONS SHALL BE TESTED USING A TD FOOT SSrPNGHTFDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315:0740) OF THE SPECIFdCATiOHS. ASPHALT PAVEMENT WIDENING NC" REV 11/07 FOR WK)ENING SUBJECT TO TRAFFIC 3305 IIM 303.02 VIRGA DEPARTNI DIT OF TRANSPORTATION z Cv) 0 0 L j r Lo o w u) CJ C14 Q U co>LL 0 l Zr Z r 6 1) uj IL 0 F- � ♦--17Z z¢� 0 LL ® ( >-0Z_ MILLIG LL_ LLI uj <Y 0 ? EL LU LL I LL 1 JH op LL Lr 03 LU +� Z Nil .. 00c� a RONALD A. MISLOWSKY, JR. Lli Q LU `6 No. 20b74 � 0 t� C� z CD CD 040 CNm z > J > w U) o oU) 00 co _ � w r LUw U J w W ILLI U) O dw Z I- !- Y0 Y U z o UL iY y ISL Z F..L LLJ LLJ �i0 z U Y 4n r z UJ g U) C0] U z LU Z LU O J � � CJ r < W O >_ U W Q aC Iia W C7 W z �yy¢ 4k it Of Lli IL D C 0 0 LU R(J7 w I W 47 Of ¢ o ¢ Q 4 0 z • fel TC%iO r CN W F_ Ln ca r7 N 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 PENNDNI ASSOCIATES, AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNON) ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT ,t ; RI M 1 gp 1 DATE 2018-03-28 DRAINING SCALE NIA, DRAWN BY KLM 1 CJM APPROVED BY MMA s SHEET 31 of 33 T -DI -3.4 CURB DROP INLET THROAT SECTION STANDARD IC -2 FRAME AND COVER �40 4 r LOCATION OF HOLE TO VARY ACCORDING TO TYPE OF INLET CONSTRUCTED. - W W-20 W-11 LOCATION OF HOLE TO VARY ACCORDING TO TYPE OF INLET CONSTRUCTED - BLOCK SHEET 2 OF 2 ALTERNATE DETAIL. Aw- NOTES* GRATE TYPE MAXIMUM Iii L SEE GENRERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. A t '4/2'1 3.1 2. CONCRETE TO BE 4000 PSIMIWAUM COMPRESSIVE STRENGTH. GROUT A I 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 FOR G INCLUDED N THE IDD PRICDN FOR THE STRUCTURE. REINFORCING BARS. [FOR DETAILS SEE 4. N THE EVENT THE INVERT OF THE OUTFALL 4. REINFORCING IN ACCORDANCE WITH ASTM A-185 FOR WELDED 3"-7" CONCRETE COVER WIRE MIESH, SHEET 2 OF a1 PIPE IS HIGHER THAN THE BOTTOM OF THE 5• DIMENSIONS SHOWN ARE MNNMHDM, ACTUAL DIMENSIONS MAY 4'-$/p, (FOR DETAILS SEE VARY WITH MANUFACTURER. 3 5UBSASE 6. THIS UNIT MAY BE USED WITH ALL STANDARD 0I-3 6 DI -4 4,-6,. SHEET 2 OF3)SEE CURB DROP INLETS. NOTE7. ARD 7. EACH FACE BLOCK SHALL HAVE 2 OR MORE LOOPS (}3 :7:1EE GGREGATE. SEE NOTED. BARS) CAST IN FACE AS SHOWN, THESE LOOPS MAY O ARSYF CLOTHARE BE USED FOR LFT AND FOR TIEING N THE POURED _ 13. IN PLACE GUTTER SECTION. FACE BLOCKS ARE TO BE UNOBSTRUCTED. STABLE. FIRM AND SLIP RESISTANT,a, PATH CONNECTING ALL ACCESSIBLE ELEMENTS OFA 'NEEP HOLE SEALED WITH GROUT OR POLYSULFTDE SEALER. INLET GUTTER AS SHOWN IN STANDARD PG -24k MINIMUM DEPTH2'-0„ ,-31/4" 2"-6F/zl. 3,.1,. 3.,71/2" 4"_2" 4'-81/p" a. STANDARD ST -1 STEPS NOT REQUIRED IN THIS TOP UNIT. TO BACK OF CURB. MINIMUM WIDTH SHOULD 13E 6'- 6 SEE NOTE u 'I�� WEEP HOLE. RECOMMENDED MINIMUM 14. HEIGHT NOTE 6. CHARTN SEE NOSE DETAIL, NOTE 5 PIPE PPE) TALTERNATE 81 B" 7 SECTION A -A 1 i<EYED CONST. JOINT SIZE CONCRETE PIPE 2„ GLITTER 9, APPROACH ARS A N GUTTER ae ! B" 31._11." r P. i:r r-�.. Ci BARS E on NYS IOU 3"_ 1 • NM3 t 15 c 12 - 7 am 5 '-6" 1D BARS„ 6. REINFORCED CONCRETE FOOTING MAY BE 51-7. �s 3'-2" ' STRUCTURE. THE INVERT OF THE STRUCTURE 3 PRECAST OR CAST -IN-PLACE. TWO LIFTING 4 - IN DI -3B S. ALTERNATE METHODS OF 21" 1 ' I HOOKS OF FABRICATORS DESM TO BE 7"-6"' 14 61, 3.,@,. SEE A.TERIi11TE-p0�!"MIITEI DETAIL 8 VARIES WITH MA/MFACTUPIER TYPICAL MINIMUM BAR REINFORCEMENT ALL RIB BARS W-20 SMOOTH BARS ON 4" CENTERS. b,_�4- 04 BARS TYPICAL. MINIMUM WELDED WIRE REINFORCEMENT 1YDOT S ROAD AAD BRIDGE STANDARDS STANDARD PRECAST TOP UNITS SHEET 1 OF 2REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 103.05 F -:,-B '-4" i1 j■TA 4 1 115 x 5'-0" BARS (lx REO'D.1 , A STANDARD RISER UNIT H�YWAK SECTION 8-B 2" DIAMETERBAR 0 10,68 LIBS/FT OR NO, 14 PLAIN BILLET STEEL BAR 07.63 L BSlFT (ASTM A-615, GRADE 40) L2V2" X 21/2" X L� B GRATE A WELD xL1 U PLAN VIEW SEE DETAIL A 2" 1 801 X it STUDSHEAR L2" X 2" x r COWCTOR SECTION A -A DETAIL A DETAILS OF CONCRETE COVER AND GRATE A V-11 Vi " GRATE /t x 2!/,. I. h D�� 'EI.O"Gi �A �81�S.xc2t�RE BEARING.D X 11/14 C C BETWEEN (TIP.) PARTIAL SECTION D -D - / '-410 '�A�i._..._„ �1 TL �`_x 4" t" RX Q2� EDGE DAR TW SHEANR CONNECTOR XD„ 101, D, �+� i/'° CLEAR (3 EO.0.) GRATE B L2Vr" X 2'/1t" X 'fi 12" 1 41_4" 15" 4'-7/,;' - 71/4 W,5" SIPECIFICATM REFERENCE 105 233 302 T-DF7 GRATE A OAR SPACING CHART GRATE TYPE MAXIMUM Iii 0 b A t '4/2'1 3.1 A = GROUT NOTES., 1. SEE GENERAL NOTES -PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE COVER AND GRA TO AS A SINGLE LMNIT. CDTSDE TNEw ARE TO BE 3'-4" X 2"-11'3'4" iglA " x �'-M; (GRATE B). 3. DIMENSIONS SHOWN ARE ACT"MAY VARY WITH MMLFAM. 4. GRATE AIS TO BE UTLIZED IN LOCATIONS WT NORMALLY SUBJECT TO TRAFiHC. S. GRATE B IS TO BE UTILIZED IN LOCATIONS NORMALLY SUBJECT TO TRAFFIC. 6. ALTERNATE METHODS OF ANCHORING ANGLE IRON WILL BE ACCEPTABLE F APPROVED BY THE ENGINEER. 7. GRATE ANG COLLAR ARE TO BE GALVANIZED AFTER FABRICATION. 6, JOINTS BETWEEN CONCRETE COVER AND GUTTERS (WHEN REQUIRED) ARE TO BE DOWELED, KEYED, OR OTHER VIDOT APPROVED METHODS. 9, CONCRETE SHALL BE 4000 PSI MINIMUM. 10. REINFORCING STEEL SHALL BE N ACCORDANCE WITH ASTM A-615. 11. GRATE BARS ARE TO 1E INSTALLED SO THEY WILL BE ALIGNED PARALLEL TO THE DITCH FLOW. 12. SEE STADARD DI -7, 7A 7B FOR TDETALS OF GUTTER, METHOD OF PLACEMENT, ALTERNATE METHODS OF CONSTRUCTION. PARTIAL. SECTION C -C DETAILS OF LOAD CARRYING GRATE B SPECNFgCATION �/ppT REFERENCE STANDARD PRECAST TOP UNITS ROAD AM BRIDGE STANDARDS 105 233 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SWEET 1 OF 1 302 1D3.08 STANDARD PG -4 PAY LINE FOR INLET JCxNT CONST. BARS It, PR 7 APOACI [COVER REMOVED] G UTTER B GROUT A I A~4' -ID (42" PPE) 0~3'-4" 142`" PIPE) G INCLUDED N THE IDD PRICDN FOR THE STRUCTURE. 21" [FOR DETAILS SEE 4. N THE EVENT THE INVERT OF THE OUTFALL (W'U f TEF 3"-7" CONCRETE COVER 27" SHEET 2 OF a1 PIPE IS HIGHER THAN THE BOTTOM OF THE 30" 4'-$/p, 14X5'-4" BARS B a B" C -C, 5 REQ'V.--- I4x1'-0" BMS D� a B" C -C. 6 REQ'D'.-- � I SEE DET 1 ------------ LL - ------"`N'""-" HOX4'-O" BAR A C 4" C -C 4 REO"D- 3" DIAMETER WEEP HOLE DI -7,7A, 7B NOTES 1, APRON IS TO BE CONSTRUCTED TO A DEPTH OF 1'-0" ON BACK SLOPE SIDE OF INLET (01-7). ON ROADWAY SDE. THE DEPTH IS TO BE T -O" OR TO THE SHOULDER ELEVATION. WHICHEVER IS LESSER, 2, ALTERNATE METHODS Of ANCHORING ANGLE IRON WILL BE ACCEPTABLE F APPROVED BY THE EN EERGIEEE . 3. COLLAR AND GRATE ARE TO BE GALVANIZED N ACCORDANCE WITH THE SPECFICAT)OHS. 4. OUTSIDE DIMENSIONS OF GRATE ARE TO BE 3'-4"" X 2'-Tlr. ". 5. ALL CONCRETE IS TO BE CLASS Al 6. NORMAL DITCH IS TO BE TRANSITIONED TO TIE SMOOTHLY INTO GUTTER. DITCH GRADE IS TO BE ADJUSTED AS NECESSARY TO MEET GRADE ELEVATION. 7. QUANTITIES SHOWN ARE BASED ON DEPTH H 0, THE AMOUNT OF CONCRETE DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. FOR EACH FOOT OF DIFFERENCE IN DEPTH H ADD OR SUBTRACT INCREMENT AS SHOWN, 9, SEE STANDARD 05-7, 01-7A AND DI -7B FOR DETAILS AND DI ENSHDNS NOT SHOWN HEREON. 10. GRATEALIGNED PARALARS �LELTTOBETHE DITCH FL.QMI,TFREY WILL BE APPROXIMATE QUANTITIES CLASS A3 REINFORCING CONCRETE STEEL Cu, YD& LEM 4,091 60 B- 3'-0" I INCREMENT PER FOOT OF DEPTH (W.0.362 CU, YDS. 4'-4" CONCRETE DD TO BE ADDED WHEN DOUBLE GUTTER IS REQ"D. 1,112 CU. YOS SECTION AI Al OPEN MEAS AT X3'-6" BARS C �sTOBE SCALED �Xi�RA STRONG 2" DIAMETER SOLI[) STEEL 0 8" C -C, 6 REO'). BY WELDING. S a 6.41 LBS./FT. BM a 10.68 L@S./FT. CONSTRUCT)ONWELD WELD T -O'" JOINT L 2"12"X%" BAR @ 1/2" X 4" X2"x%" SHEAR �TCOHMECTOR L 21/i "X211/2"xl/4`" 4" 3"-O" 4"j HOLES TO BE DRILLED CTOR 3"-8" L 2Y2""X2'h"Xl/4 IN "L 2"X2'10" AT EACH END OF EACs( PPE. SECTION B -B SECTION C -C DETAIL A ALTERNATE DETAIL A REFFE NCE STANDARD DI -7, 7A OR 78 WITH FLUME CONNECTION ROAD AND STANDARDS 502 12" TO 36" PIPE REVISION DATE SHEET 3 OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.24 IX -3A, 38, 3C C V 6nY1Cff1Y1 Irl16tT INLET EXPANSION KEYED PLAIN JCxNT CONST. BARS It, PR 7 APOACI [COVER REMOVED] G UTTER (12,",- B•3'-0 12 - 36" PIPE) GROUT MATERIALS INCIDENTAL TO THE SHAPING IS TO BE A~4' -ID (42" PPE) 0~3'-4" 142`" PIPE) G INCLUDED N THE IDD PRICDN FOR THE STRUCTURE. 21" [FOR DETAILS SEE 4. N THE EVENT THE INVERT OF THE OUTFALL (W'U f TEF 3"-7" CONCRETE COVER 27" SHEET 2 OF a1 PIPE IS HIGHER THAN THE BOTTOM OF THE 30" 4'-$/p, (FOR DETAILS SEE BARC 3 5UBSASE - 4,-6,. SHEET 2 OF3)SEE 42"5,_xr NOTE7. ARD PEDESTRIAN ACCESS ROUTE DETAJL WITH & :7:1EE GGREGATE. SEE NOTED. Z N2., O ARSYF CLOTHARE PIPE t2" ts" 18•, 24" 30" 36"' 42" _ 13. + UNOBSTRUCTED. STABLE. FIRM AND SLIP RESISTANT,a, PATH CONNECTING ALL ACCESSIBLE ELEMENTS OFA 'NEEP HOLE uj INLET GUTTER AS SHOWN IN STANDARD PG -24k MINIMUM DEPTH2'-0„ ,-31/4" 2"-6F/zl. 3,.1,. 3.,71/2" 4"_2" 4'-81/p" c TO BACK OF CURB. MINIMUM WIDTH SHOULD 13E 6'- 6 SEE NOTE u 'I�� WEEP HOLE. A O THE 4 ABE CLUB NiH�E TBID 14. STEPS.IsE NOTE 6. 1.-6..* CLOTH ANCHORED FIII&Y TO THE OUTSIDE NOTE 5 SSHH APINNGG TO I PPE) 3 81 B" 7 SECTION A -A 1 i<EYED CONST. JOINT 4 _ 21-10( WARPED 2„ GLITTER 9, APPROACH ARS A N GUTTER ae STEPS.SEE NOTE 5. 9 REVISION DATE s +Qi 0° BARS E SEE STANDARD T -DI -3, 4 ALTERNATE DE". BARS B SECTION B -B L2Y2•"x21/"XI/4., GALVANIZED I Trt_ G YF A 4" STUD SHEAR CONNECTOR WELDED GALVAIZEO PLATE FOR TYPE A TO BE SENT ON AN ANGLE Of 68'30' TO ANGLE IRON AT 2'C -C - CONNECTORS AND IS TO BE ANCHORED WITH I//z• X 44 STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C -C. Z.. - - APPR. PAVEMENT DI -38 L DI -3C L WARPED PAVEMENT FLOW FLOW FL(IW 1 l' DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB 0FOR USE N SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \v STANDARD CURB DROP INLET SPECIFICATION BRIDGE STANDARDS REFfReNCe. ROAD AND BR SWEET 1 OF 2 REVISION DATE 12" - 30" PIPE= MAXIMUM DEPTH (H) ■ 8' 233 104.09 08110 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 NOTES DFD, 7A, 78 1. DEPTH Of INLET (H) TO BE SHOWN ON PLANS. @ @ 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL t m --c EOD PIPE TO THE TOP OF THE STRUCTURE. PLAN "'H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES NO THE ACTUAL DI ENINONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. MAXIMUM DEPTH (HD TO BE 12'-8. PLAN PLAIN 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS (COVER REMOVED) M4'-4 36" PIPE)) [COVER REMOVED] TO BE SWAM N ACCORDANCE WITH STANDARD CS -1. THE {DST OF FURNISHING AND PLACING ALL (12,",- B•3'-0 12 - 36" PIPE) GROUT MATERIALS INCIDENTAL TO THE SHAPING IS TO BE A~4' -ID (42" PPE) 0~3'-4" 142`" PIPE) CONCRETE COVER INCLUDED N THE IDD PRICDN FOR THE STRUCTURE. 21" [FOR DETAILS SEE 4. N THE EVENT THE INVERT OF THE OUTFALL - 3"-7" CONCRETE COVER 27" SHEET 2 OF a1 PIPE IS HIGHER THAN THE BOTTOM OF THE 30" 4'-$/p, (FOR DETAILS SEE 33" AGGREGATE. STRUCTURE. THE INVERT OF THE STRUCTURE - 4,-6,. SHEET 2 OF3)SEE 42"5,_xr NOTE7. SHALL BE SHAPED WITH CEMENT MORTAR TO PEDESTRIAN ACCESS ROUTE DETAJL WITH & :7:1EE GGREGATE. SEE NOTED. 17. GRATE BARS TO BE PARALLEL TO DITCH FLOW. _ PREVENT STANDING OR PONDING OF WATER PIPE t2" ts" 18•, 24" 30" 36"' 42" _ 13. PAVED DITCHES ARE TO BE TRANSITIONED TO MEET UNOBSTRUCTED. STABLE. FIRM AND SLIP RESISTANT,a, PATH CONNECTING ALL ACCESSIBLE ELEMENTS OFA . Qc+ ? �� o TFE STRUCTURE. THE COST OF FIARNLS ING INLET GUTTER AS SHOWN IN STANDARD PG -24k MINIMUM DEPTH2'-0„ ,-31/4" 2"-6F/zl. 3,.1,. 3.,71/2" 4"_2" 4'-81/p" P HOLE. TO BACK OF CURB. MINIMUM WIDTH SHOULD 13E 6'- SECTION F -F 'I�� WEEP HOLE. A O THE 4 ABE CLUB NiH�E TBID 14. PROVIDE SAFETY SLABS WHEN SPECIFIED ON NOTE 6. 1.-6..* CLOTH ANCHORED FIII&Y TO THE OUTSIDE f 5EE NOTE B. SSHH APINNGG TO I PPE) 3 3°-2' 7 r- " 1 PRICE FOR THE STRUCTURE, 4 _ 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS -1. THE COST OF FURNISHING AND PLACING ALL 9, LFT HOLES ROAD AICD BRIDLE STANDARDS 12" TO 42" PIPE 6 STEPS.SEE NOTE 5. 9 REVISION DATE MEET t OF 3 - S. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST -1. SEE STANDARD T -DI -3, 4 ALTERNATE DE". '- - 104_2,2 s 4_ r - O" ill 1 Ir 7 am 5 '-6" 1D t. BI- 11 6. REINFORCED CONCRETE FOOTING MAY BE 51-7. �s 3'-2" 4 STRUCTURE. THE INVERT OF THE STRUCTURE 3 PRECAST OR CAST -IN-PLACE. TWO LIFTING 4 - IN DI -3B S. ALTERNATE METHODS OF (3000 PSI). PRECAST CONCRETE IS TO BE 1 ' I HOOKS OF FABRICATORS DESM TO BE 7"-6"' 14 _1'-7" 6'-7" - 5. -7"- X PROVIDED IN PRECAST FOOTING �a J X I 7, 4"" DEPTH AGGREGATE *68,!70, OR 08 X 6" WIDTH. LENGTH OF SLOT (1) WILL. N EVERY CASE, BE '. •. THE SHAPING IS TO BE INMUOED IN THE BID 8. 3" DIAMETER WEEP HOLE WITH 12"x12'" PLASTIC SEE NOTE 4. 91-6" HARDWARE CLOTH 1/4" MESH OR GALVANIZED SECTION A -A SECTION B -B STEEL WIRE, MNNII1lIr1 WIRE DIAMETER 0.03", MESH CAST IN PLACE 3'-2" NUMBER 4 HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 13, PRECAST 1'-6" FOR USE WITH 12" TO 42" PIPES 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" RECOMMENDED MINNIMAIM HEIGHT CHMT PIPE SIZE H DIMENSION CONC. CORR. METAL 12" 2'_6" Z•.5" 15~ 2' -Sure'" 2'-4~ 14" 3 Oft" 2'-11" 21" g GUTTER SEE SHEET 2 OF 3. 24" 3"-7" 3'-13" 27" 3`10/4" 3' 6" 30" 4'-$/p, 31-11" 33" 4'.4Y4" 4,_21, ,. 4,-6,. 41_5„ 42"5,_xr f2„ 4'-:1" SPECIFICATION REFERENCE 241 503 NOTES (CONT.)_ CG -98 THE TYPEMET (PRECAST C4 STR OR CAST wLp BE 0.423 C. Y. ENTRANCE AT THE OPTION OF THE CONTRACTOR. 15. 01-7-------- NO GUTTER 10. FOR DETAILS OF CONCRETE COVER, COLLAR AND DI -7A -----SINGLE GUTTER WHEN DROP INLET � GRATE AND THE 'METHOD OF PLACING APPROACH IS ON A GRADE. g GUTTER SEE SHEET 2 OF 3. DI -7B- - DOUBLE GUTTER WHEN DROP INLET T1. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 IS IN A SAG BETWEEN TWO GRADES. Cu. Yds. (3000 PSI). PRECAST CONCRETE 13 TO BE Lin. Ft. U W 4000 PSI. 16. FOR DETAILS OF PRECAST 01-7 NOT SHOWN HEREON SEE PRECAST LDWI ASSEMBLY DIAGRAM PAGE 103.01, . CONCRETE QUANTITIES SHOWN ARE FOR INDICATED FOR PRECAST GENERAL NOTES, RAGE 13.02 AND FOR � r r- w DEPTH (HI WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO APPLICABLE PRECAST BASE, RISER AND TOP DETAILS, PACES 103.07 THR11 43,12.DIFFERENT No. Lin. Ft: OBTAIN TRUE QUANTITIES. FOR INLETS OF PEDESTRIAN ACCESS ROUTE DETAJL WITH & WITHOUT UNPAVED SPACE DEPTHS ADD OR SUBTRACT THE 17. GRATE BARS TO BE PARALLEL TO DITCH FLOW. _ APPROPIATE CUBIC YARDS OF CONCRETE FOR EACH FOOT Of DEPTH. PIPE t2" ts" 18•, 24" 30" 36"' 42" _ 13. PAVED DITCHES ARE TO BE TRANSITIONED TO MEET UNOBSTRUCTED. STABLE. FIRM AND SLIP RESISTANT,a, PATH CONNECTING ALL ACCESSIBLE ELEMENTS OFA . Qc+ ? �� o FACILITY THAT CAN BE APPROACHED. ENTERED AND INLET GUTTER AS SHOWN IN STANDARD PG -24k MINIMUM DEPTH2'-0„ ,-31/4" 2"-6F/zl. 3,.1,. 3.,71/2" 4"_2" 4'-81/p" ff0 > m IL TO BACK OF CURB. MINIMUM WIDTH SHOULD 13E 6'- SECTION F -F CONCRETE NIBIC 1.045 1.143 1.339 1.535 1.7x1 1.927 , 14. PROVIDE SAFETY SLABS WHEN SPECIFIED ON YARDS.947 1.-6..* CLOTH ANCHORED FIII&Y TO THE OUTSIDE THE PLANS. �g INCREMENT PER FOOT OF ADDITIONAL DEPTH (H) m 0.410 36 GXD YDS. (42" PIPE) PPE) 3 3°-2' 4_ r- " 1vovT STANDARD MEDIAN DROP INLET 4 _ 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS -1. THE COST OF FURNISHING AND PLACING ALL 9, ALL REINFORCING STEEL SHALL HAVE A MN, ROAD AICD BRIDLE STANDARDS 12" TO 42" PIPE 6 „to ,_ „ REVISION DATE MEET t OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATION 3' 2" SEE STANDARD T -DI -3, 4 ALTERNATE DE". '- - 104_2,2 EXISTING; OR PROPOSED SIDEWALK OR SIDEWALK SPACE. F EXPANSION JONT 7016 ROAD & BRIDGE STANDARDS G CG -98 WIDTH OF ENTRANCE 0.423 C. Y. ENTRANCE EXPANSION DONT 7, LIMITS OF PED. II + THIS AREA MAY BE EARTHEN, IN WHICH CASE � F ACCESS ROUTE g cc ACCESS ROUTEIN cccc UNPAVED SPACE -' NON-TRAVERSABLEWIDTH Cu. Yds. w Ln Lin. Ft. U W CURB INCLUDED IN No. ENTRANCE GUTTER #: Z No. � r r- w FLOW LINE EXPANSION JOINT ((EDXN��ccT��RAAANOOC��E WIDTH ABSOLI3T MINIMUM 12' EDGE OF PAVEMENT HALF NPLAN C N:, 4, • ti, W'HEH USED IN CONJUNCTION WITH STANDARD PARABOLIC CG -3 OR CG -7, THE CURS FACE ON THIS �.� CURVE STANDARD IS TO BE ADJUSTED . MATCH THE MOUNTABLE CURB CONFIdJRATION. .q. : o.�bra4S~ cl NORMAN GUTTER - --_-- ------- --- x SECTION E -E b 4 YA e' NIH 0% TO 110% CHANGE T - 3" qqii . 44aca '4 9 .. .. - CLASS A3 (KE -S.) CONC- cio c:disioY4 3D'v�.4So a. 6" AGGR, BASE TYPE I SIZE 21851-01, �• t2X MAX SLOPE 5'-0" ® POINT OF GRADE CHANCE FOR CURB ANO GUTTER ONLY * I ,E - %:, -e. FT X2 L2 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' NNTERVALS BUILT CONCURRENTLYa,s n 7+QaYLIZ 716 IE E 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND SECTION C -C IDX MAX+MILIM DECREASE FOR SUCCEEDING MMWMUM 10' INTERVALS SECTION D -D SPECIFICAREFERENCE 1vnar STANDARD ENTRANCE CUTTER ROAD ANO O3R'EDC,E STANDARDS 502 REWSION DATE SHEET I OF 1 VIRGINIA OEPAPTME Nt OF TRAJNSPOR1A71ON 07/15 203.02 TYPE CG -98 WIU.Tki OF 0.423 C. Y. ENTRANCE L DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7, LIMITS OF PED. II + THIS AREA MAY BE EARTHEN, IN WHICH CASE LIMITS OF PED. ACCESS ROUTE g Concrete BARS A BARS B BARS C BARS D BARS E IBIR$ F I BARS G ACCESS ROUTEIN LOCATIONS NOT NORMALLY UNPAVED SPACE -' NON-TRAVERSABLEWIDTH Cu. Yds. UNPAVED SPACE Lin. Ft. No. OF ENTRANCE No. Lin. Ft. No. #: Z No. LIMITS Of PER), CESS ROUTE ® o N -TRAVERSABLE -' LIMITS OF PED. ACCESS ROUTE No. Lin. Ft: Ltw PEDESTRIAN ACCESS ROUTE DETAJL WITH & WITHOUT UNPAVED SPACE PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY ADDITIONAL RIGHT-OF-WAY tS RERED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING OR PROPOSED VDOT R T -[)F WAY, _ r DISPLACED BY PIPES MUST BE DEDUCTED TO _ IQ PEDESTRIAN ACCESS ROUTES PROVIDE A CON71NUOUS Q p' b. UNOBSTRUCTED. STABLE. FIRM AND SLIP RESISTANT,a, PATH CONNECTING ALL ACCESSIBLE ELEMENTS OFA . Qc+ ? �� o FACILITY THAT CAN BE APPROACHED. ENTERED AND 01-78 GUTTER IN BOTH DIRECTIONS, USED BY PEDESTRIANS F ACCESS ROUTE IS ADJACENT ff0 > m IL TO BACK OF CURB. MINIMUM WIDTH SHOULD 13E 6'- SECTION F -F LMH IFIDES'TR1AN ACCESS ROUTES Be ARE BEING PROVIDED. A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX, 2I CROSS SLOPE - , N:, 4, • ti, W'HEH USED IN CONJUNCTION WITH STANDARD PARABOLIC CG -3 OR CG -7, THE CURS FACE ON THIS �.� CURVE STANDARD IS TO BE ADJUSTED . MATCH THE MOUNTABLE CURB CONFIdJRATION. .q. : o.�bra4S~ cl NORMAN GUTTER - --_-- ------- --- x SECTION E -E b 4 YA e' NIH 0% TO 110% CHANGE T - 3" qqii . 44aca '4 9 .. .. - CLASS A3 (KE -S.) CONC- cio c:disioY4 3D'v�.4So a. 6" AGGR, BASE TYPE I SIZE 21851-01, �• t2X MAX SLOPE 5'-0" ® POINT OF GRADE CHANCE FOR CURB ANO GUTTER ONLY * I ,E - %:, -e. FT X2 L2 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' NNTERVALS BUILT CONCURRENTLYa,s n 7+QaYLIZ 716 IE E 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND SECTION C -C IDX MAX+MILIM DECREASE FOR SUCCEEDING MMWMUM 10' INTERVALS SECTION D -D SPECIFICAREFERENCE 1vnar STANDARD ENTRANCE CUTTER ROAD ANO O3R'EDC,E STANDARDS 502 REWSION DATE SHEET I OF 1 VIRGINIA OEPAPTME Nt OF TRAJNSPOR1A71ON 07/15 203.02 TYPE L AREA OF SLOT 0.423 C. Y. METHOD OF PLACEMENT L DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7, REINFORCING STEEL THIS AREA MAY BE EARTHEN, IN WHICH CASE Q 12" C -C TO BE PLACED N ALL. AREAS ADJACENT -- Concrete BARS A BARS B BARS C BARS D BARS E IBIR$ F I BARS G WEIGHT LOCATIONS NOT NORMALLY Ft. 1 59. Ft. Cu. Yds. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft. No. Lin. FLA No. I Lin. FL No. Lin. Ft.N11 No. Lin. Ft: Ltw DI -3A 21-611 PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY C) Cal _ r DISPLACED BY PIPES MUST BE DEDUCTED TO _ -7" 3 3-2' DIMENSIONS SHALL BE DETERMINED BY THE 01-78 GUTTER IN BOTH DIRECTIONS, OR GALVANIZED STEEL WIRE, MINIMUM WIRE ff0 > m IL DIFFERENT DEPTHS ADD OR SUBTRACT 0,32 CONTRACTOR FROM FELD CONDITIONS. , 1.53 1 CUBIC YARDS OF CONCRETE FOR EACH FOOT 5 1.-6..* CLOTH ANCHORED FIII&Y TO THE OUTSIDE _7„ _ „ OF DEPTH. _7„ 3 3°-2' 4_ r- " 3_ P -W. _ 4 _ 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS -1. THE COST OF FURNISHING AND PLACING ALL 9, ALL REINFORCING STEEL SHALL HAVE A MN, 5 3'-6"' 6 „to ,_ „ COVER OF 2". _7"' 3 3' 2" SEE STANDARD T -DI -3, 4 ALTERNATE DE". '- - 3 i _ 6' 4_ r - O" ill ALL RENFORCNG STEEL TO BE CUT CLEAR OF Ir 7 am 5 '-6" 1D t. BI- 11 3 51-7. 3 3'-2" 4 STRUCTURE. THE INVERT OF THE STRUCTURE 3 1-s'. 4 - IN DI -3B S. ALTERNATE METHODS OF (3000 PSI). PRECAST CONCRETE IS TO BE SECTION. 5 7"-6"' 14 _1'-7" 6'-7" - 5. -7"- IN THE STRUCTURE. THE COST OF FURNISHING 31/,1 111 I „ ENGINEER. J X AND PLACING ALL MATERIALS 04CIDENTAL TO t2. LENGTH OF SLOT (1) WILL. N EVERY CASE, BE ca t THE SHAPING IS TO BE INMUOED IN THE BID BY THE ENGINEER. S 91-6" 15 - CURTAIN WALL TO BE LOCATED AT THE END OF '-7" 3 1 3'-2" 13, 3 1'-6" 4 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" 4' 6.42 4.7a5 OR GREATER. FOR DETAILS SEE STANDARD ST -1. 1 t1'- ' OMITTED (SEE DETAIL). - '-7" 3 3'-2" 4 - 1"-$- 4- 7. DETAILS SHOWN ON STANDARD DRAWING DI -MB. 5 1' 6 "-7" 3 Y-2" 3 V-6" 4 LU t S " 61-7" 11110" U ,_7., 3 3'-2" 1 _ " 1'-6" 4 1:21 321 D w , 7 S 471_ 11 4 §'-7- to 1_ 1, LU W 7" 3 3'-2' 7'- " 3 T 6" 4 " 438 ' 7 q iQ_ 1' 6'-7 t 1- " '-7" 3 3* - 2* W (n - - 1 "6" _ 2 CO 7 CD 10 2.,6,1. B 91-7" 1- " '•7" 3 3`-2a 2--g- 6 1-6" 2 _ 1 ISO ry 1.01 4. 10 '- 6'-7" to 6'-10" 5 '-7`� 3 Y " 8 '- e 1 6" 2 O w d ' 5. 10 4'- " t6 -7" _ ,1 fl 5'1-T' 3 3•-2" B f'-9" 6 V-6., 2 - 5 DI -3C 4' 6,42 4.77 10 T-6" 20 6'-7" to W-10" S 5'-7" 3 3"-2" 8 DATE 2018-03-28 5 f 6" 2 CS- 1 .32 16' 7.42 10 V-9.. 4 _ " ,1 3 3•_ " g _ 1 t,_6,1 - 2 - _ 18" 8.25 5.65 1a 7'-9" 2b 6'-7" to $-t0" 5 5'-7" 3 3` 2~ 8 7'-9a 6 i -6 1 2 9 0` 17 1(D 32 -7" '-7" 3 3°- "-9" 6 t-6" 2 439 ERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 1211 - 30" PIPE[ MAXIMUM DEPTH (H) 8' REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTiOT OF TRANSPORTATION 104,10 DI -7, 7A, 7 REIAIL5 OE CQNCREIE QOVIM AND QSAIE- QUAILS QE GEIER &M _411 2 OIAkETE7R OAR *10.8$ LBS.lFT. OR NO. 14 BILLET STEEL BAR a 7.65 NOTES 0.423 C. Y. METHOD OF PLACEMENT L DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7, #4 X B" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE Q 12" C -C TO BE PLACED N ALL. AREAS ADJACENT -- THE EXPANSION JOINTS WILL APPLY ONLY TO 2_ THE "H" DIMENSION SHOWN ON THE STANDARDS LOCATIONS NOT NORMALLY TO ABUTTING CONCRETE TO PREVENT NOTES CURB AND OUTTER. AND SPECIFIED ON THE PLANS WILL BE r SETTLEMENT. SUBJECT TO TRAFFIC. MEASURED FROM THE INVERT OF THE OUTFALL k 16, CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PINE TO THE TOP OF THE STRUCTURE. g 3" DIAMETER WEEP HOLE TO BE LOCATED TO (HD OF 5'-2" WITHOUT PIPES, THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY C) Cal DRAIN SUBBASE MATERIAL. WEEP HOU WITH r DISPLACED BY PIPES MUST BE DEDUCTED TO FOR EST0AATNG PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH 4 • MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF DIMENSIONS SHALL BE DETERMINED BY THE 01-78 GUTTER IN BOTH DIRECTIONS, OR GALVANIZED STEEL WIRE, MINIMUM WIRE ff0 > m IL DIFFERENT DEPTHS ADD OR SUBTRACT 0,32 CONTRACTOR FROM FELD CONDITIONS. DIAMETER 0.03", NUMBER 4 MESH HARDWARE JOINTS BETWEEN GUTTERS AND CONCRETE COVER CUBIC YARDS OF CONCRETE FOR EACH FOOT Z Lu CLOTH ANCHORED FIII&Y TO THE OUTSIDE 3. FOR DETAILS OF LOAD CARRYING GRATE [GRATE B), SEE T OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS A. MISLOWSKY, JR. OF THE STRUCTURE.. No. 20674 �cD; _j Y2" x 4„ TO BE SHAFTED IN ACCORDANCE WITH STANDARD ° 1DOWELEDWITH RODS 0 AFPRQX. 12'" C -C 70 PREVENT TTLE- APPROX. DOWELS A X 4" 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 IS -1. THE COST OF FURNISHING AND PLACING ALL 9, ALL REINFORCING STEEL SHALL HAVE A MN, OF 2 IS TO BE L +16" AT 4.10 LBS./FT.. THE SHAPING IS TTUREE.. >_ COVER OF 2". CONNECT DETAIL A 4. CONCRETE COVER AND (;RATE INCLUDED OD PAL RILIE TRRUC SEE STANDARD T -DI -3, 4 ALTERNATE DE". f - CO z J_ _ w 1S• +IH DENOTES LENGTH OF OHNE 0 DAR. U7 uj 10, ALL RENFORCNG STEEL TO BE CUT CLEAR OF CN CO 0 Q 6 B IN THE EVENT THE INVERT OF THE OUTFALL SINGLE UNIT. OUTSIDE DIMENSIONS OF TE TO BE 3'-4" x 2'-1 IGRATE AD ALL. OPENINGS BY 2". 19. ALL REIFORC'NG BARS TO K#5. 4. PIPE IS HIGHER THAN THE BOTTOM OF THE OR 3'-4' }( 2'- : (GRATE B). 4, DITCH GRADE MUST BE ADJUSTED TO MEET L. STRUCTURE. THE INVERT OF THE STRUCTURE 11, CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED N 4'-0' MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO S. ALTERNATE METHODS OF (3000 PSI). PRECAST CONCRETE IS TO BE SECTION. INLET IS TO BE SHAPED TO CONFORM TO PREVENT STANDING OR PONDING OF WATER 4000 PSI. 5. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING 31/,1 111 I „ ENGINEER. J X AND PLACING ALL MATERIALS 04CIDENTAL TO t2. LENGTH OF SLOT (1) WILL. N EVERY CASE, BE ca THE SHAPING IS TO BE INMUOED IN THE BID BY THE ENGINEER. SHOWN ON PLANS. SECTION B 6. GRATE AND COLLAR ARE TO BE GALVANIZED. PRICE FOR THE STRUCTURE. CURTAIN WALL TO BE LOCATED AT THE END OF GRATE A: 13, F INLET IS CONSTRUCTED IN MEDIAN CURB OR 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL CURB, GUTTER iS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST -1. OMITTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST -N -PLACE. 14, STANDARD I+p,.ETS MAY BE CONSTRUCTED WITH � r CONCRETE BLOCKS IN ACCORDANCE WITH THE u DETAILS SHOWN ON STANDARD DRAWING DI -MB. ERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 1211 - 30" PIPE[ MAXIMUM DEPTH (H) 8' REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTiOT OF TRANSPORTATION 104,10 DI -7, 7A, 7 REIAIL5 OE CQNCREIE QOVIM AND QSAIE- QUAILS QE GEIER &M _411 2 OIAkETE7R OAR *10.8$ LBS.lFT. OR NO. 14 BILLET STEEL BAR a 7.65 11V • ' -' 0.423 C. Y. METHOD OF PLACEMENT 'Q) _ Gn - F- (0 04� 04 LBS./FT., (ASTM A615, GLADE 60. 1. GRATE A IS TO BE UTLIZED N Q a -- TE A LOCATIONS NOT NORMALLY ILLI C R NOTES - r Lu SUBJECT TO TRAFFIC. k 0 LD 1. DI -7 NO GUTTERS. O LL C) Cal 2. GRATE B IS TO BE UTILIZED IN r DI -7A NO GUTTER N ONE DIRECTION. LuO LL1 LOCATIONS NORMALLY SUBJECT TO TRAFFIC. 01-78 GUTTER IN BOTH DIRECTIONS, ff0 > m IL Zr A 2. JOINTS BETWEEN GUTTERS AND CONCRETE COVER Z Lu ' L2'"X2"X% 3. FOR DETAILS OF LOAD CARRYING GRATE [GRATE B), SEE T > ARE TO BE /4 x n' SMOOTH A. MISLOWSKY, JR. LU Lu No. 20674 �cD; _j Y2" x 4„ -DI-7. SHEET 103.08. ° 1DOWELEDWITH RODS 0 AFPRQX. 12'" C -C 70 PREVENT TTLE- APPROX. DOWELS A X 4" • J g TLLD L21/z "%216'X!/4' 0 MEN 1 OF 2" NOOTCH MAY @E00. n '- >_ CONNECT DETAIL A 4. CONCRETE COVER AND (;RATE z > J SEE STANDARD T -DI -3, 4 ALTERNATE DE". f - CO z J_ _ w U-1 U.1 Z U7 uj ARE TO BE FURNISHED AS A 2 w Z LU UJI Lij CN CO 0 Q 6 B GRATE TYPE I OR IN 115X5' -D" BARS (t2 REO'D.D SINGLE UNIT. OUTSIDE DIMENSIONS OF TE TO BE 3'-4" x 2'-1 IGRATE AD 3. VARIABLE 2:1 OR FLATTER. PLAN VIEW [FROM PLANS) 1 " OR 3'-4' }( 2'- : (GRATE B). 4, DITCH GRADE MUST BE ADJUSTED TO MEET L. OFFER IN ELEVATION. SEE LONGITUDINAL SEE DETAILAc-4 I S. ALTERNATE METHODS OF SECTION. • ry ANCHORING ANGLE RON WILL BE ACCEPTABLE IF APPROVED @Y THE 5. F DEPTH (D) BECOMES LESS THEN 4" LENGTH ARE 6RECTED >- 31/,1 111 I „ ENGINEER. J X OF WINGS TO BE EXTENOED AS SECTION A -A ca BY THE ENGINEER. SECTION B 6. GRATE AND COLLAR ARE TO BE GALVANIZED. 6. CURTAIN WALL TO BE LOCATED AT THE END OF GRATE A: THE PAVED DITCH SECTIONS OF THE DDI -7A 4 1-7THAT ARE NOT ABUTTED BY OTHER APPROXIMATE QUANTITIES CONCRETE CLASS A3 REINFORCING STEEL - 0.423 C. Y. 63 LBS, BAR SPACING CHART RAT AXIMUM DIMENSION T !A 3" - i 111 11, 7. CONCRETE COVER MAY BE DRAINAGE. PRECAST OR CAST IN PLACE, 8. CONCRETE TO CLASS A3 F CAST 7. F NORMAL [ITCH GRADE IS TOO FLAT TO ALLOW IN PLACE. 4000 PSI F PRECAST. FOR ADJUSTED OR"TO INLET A SPECUL GUTTER DETAIL WILL BE REaiI6 ON PLANS. 9, GRATE BARS TO HIE PARALLEL TO PITCH FLOW. 5'-4" ?"•O"� I ? e" ULET N 2"0" �GyCHDITCH Tl__ T " I �D , 1 Dx r SECTION A -A SEE NOTE _ SEE NOTE 3 * 1 SEE MOTE 3 SEE NOTE 1 BOTH SLOPES FLAT ONE SEiSLOPE �A J ONE NT TE SLOPE it „14 INLET � MET It " is 2' 0" DE H 'CUTTER GRADE ISEE NOTE 6 p t ADJUSTED TO MEET INLET ELEVATION TYPICAL ELEVATION SEE NOTE 3 SEE NOTE r - SEE NOTE 4 SEE NOTE 3 ONE STEEP 'SLOPE -ONE FLAT SLOPE BOTH SLOPES STEEP APPROXIMATE QUANTITIES 1 BACs( LIP BFJiiM TO BE (PROVIDED AS DRECTED BY TIE ENGINEER OED70 ONLYX. CH GRADE IMI+;;NODI►IA APPROXIMATE QUANTITY FOR ONE CURTAIN WALL, LONGITUDINAL SECTION MEASURED FROM BOTTOM OF GUTTER CONCRETE Dt-7 DI -7A DI -78 (WHEN INLET IS LOCATED CLASS A3 ABOVE NORMAL DITCH GRADE) CONCRETE CLASS A3 0.241 CU. YDS. SEE I40TE B. (CU. YDS.) NONE 1.211 x.148 ROAD AN6XVN3FtDG S STANDARDS SPECFiCATION STANDARD MEDIAN DROP INLET REFERENCE SHEET 2 OF 3 REVISION DATE 12" TO 42" PIPE 241 104.23 VIRGINIA DEPARTMENT OF TRANSPORTATION 5013 cj c"'i rn z G) un Lu 'Q) _ Gn - F- (0 04� 04 U 7+ Llj ta>LL. Q L Z ILLI C R z z r Lu C) 0 Z Z<H= O LL C) Cal r LuO LL1 LL wp ff0 > m IL W LLI H- � DCO LL DLLLJ YEOLu Z Lu 0 0 > z ❑ <RONALD A. MISLOWSKY, JR. LU Lu No. 20674 �cD; ° NAL J 0 0 (2 LJ J >_ QGo CN 1 -Of Q z > J UJ W 0 o UJ f - CO z J_ _ w U-1 U.1 Z U7 uj �-�. 2 w Z LU UJI Lij CN CO 0 Q T F- ` [/} o U z Ll_ [L` V LL w z Q LCX f- LIJ CD ce LL W C w0. L. • • • >- J X J Y J ca Y [n z w � r u UU.I z 2 LU 0 U U < D` W Q D w z LU LU W U.1 z q W IL a p W W (n LL 0'_ CO i uj CD ¢ a ry Z ao [ 00 cg 4 ob N w d fl N ALL DOCUMENTS PREPARED BY P£NNONI 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 G R I II,"9 1 fin 1 DATE 2018-03-28 DRAWING SCALE DRAWN BY KLM J CJM APPROVEDBY MMA CS- 1 .32 SHEET 32 OF 33 PRECAST CONCRETE BUMPER 2-#4 REBARS (MINIMUM) 2-16 REBARS HOOK ON TOP 102 CURB (BEYOND SPACE) 45� SECTM CONCRETE WHEEL STOP SCALE: NTS a I U; W 0�• o i . W a a e0. o 0" I' I 6"1 6" 1 6" ROUNDED CONCRETE TOP PAINTED YELLOW 9MM CHAIN WELDED TOP POST 6"0 STEEL POST FILLED WITH CONCRETE AND PAINTED YELLOW GRADE CONCRETE BASE STANDARD CONCRETE BRICK PROTECTIVE 6" BOLLARD DETAIL NOT TO SCALE No. 11 gauge & 1" beveled galvanized steel band with bolt and nut - 2-1 /2"OD SS -40 terminal post — 6-0" height of brace shall be in accordance with manufacturers specifications one tension wire clip each line pole (No. 6 gauge mina GATE REQUIRED. OTHER WALLS OR PORTIONS THEREOF TD BE CONSTRUCTED AT OWNER'S DIRECTION. 3' SQUARE: — STEEL TUBING 1lf2' SQUARE STEEL TUBING. SHOP WELD ALL JOINTS GRADE 1-5/8" Ss -15 top rail - 2" OD SS -40 line post 2-1/2" mesh, 9 gauge galvanized wire fabric tension wire no. i gauge galvanized coil spring wire stretched out ground clearance 3" max. 1" min. I Lend 3'-0•z4r comer or nrtVahod f grade post PLAN VIEW 9012'9 CRAVE ON CAPS DIMENSIONS MAY YERIY FOR SOLID CONNECTIONS - — 2-x 1H x�6" — - _ — — — — CONCRETE FOOTING " ,x B ROUGH SAWN BOARD ^m 6'-4' LONG WITH 3/B• SPACE BETWEEN BOARDS 3' FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL latct typical spading between all line posts 1 ca' (max) 1,0 (max) concrete fo[ 12" 12' 12' sh DRILL HOLES IN CONCRETE TO LOCK GATES IN OPEN AND CLOSED POSfIONS. (2) 24' LONG 3/$' RODS - r GRADE (CONC. iAPRON) CG -3 MODIFIED FOR USE ON ROUNDABOUT TRUCK APRONS ONLY L 5! NOTES. I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,4000 PSI IF PRECAST, 3. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS Y f I3' DEPTH) OR INCREASED AS MUCH AS Y (6 XPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TCP OF A COURSE OF THE PAVEMENTS SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 16' AS SHOWN" NO A4L}Jl15TMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 4. THE MODIFICATION TO THE STANDARD CG -3 IS TO REDUCE THE EXPOSED HEIGHT OF THE CURB AS SHOWN. MODIFIED CURB SHALL BE PAID FOR AS STANDARD CG -3 - concrete footing 3/8" min. round rod 12` with turnbuckle Line brace - shall be used when Vertical alignment changes 150 (max. spacing 500') F2. PROVIDE PRIVACY SLATS FOR SCREENING. - shall be used at fence end (as shown above) and gate locations ALL.. FENCE COMPONENTS SHALL BE VINYL COATED. Corner brace - shall be used when horizontal alignment changes 15" or more I S. VINYL COATING COLOR SHALL BE AT OWNER'S DIRECTION. shall be used as detailed above with bracing in both directions VINYL COATED CHAIN LINK FENCE DETAIL NOT TO SCALE 120 6-W T4r VINYL COATED CHAIN LINAC SWING GATE DETAIL NOT TO SCALE • rr .4 IR,I IA TlnIPAI nC Z CROWN ISLAND :1 Aa 01ILYAIafiiwl 1 " 36" SPUTTER ISLAND - DETAIL NOT TO SCALE 1. All proposed signing 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 Dane 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 Mote 1. 4. Any existing pavement markings, which will conflict with proposed pavement markings, shall be completely (100%) eradicated. 5. Limits shown of proposed markings are approximate and shall be modified in the. field to insure that the proposed pavement markings continue until existing pavement markings can be matched. 6. All signs shall be in accordance with VDOT Standard WSP-1 unless noted. 7. Sign support pasts shall not be located within 3' of the 5 --foot wide sidewalk. 8. Proposed posted speed limits require an engineering speed study stamped by a liscensed professional engineer be submitted to V.D.O.T. for review and approval prior to erecting signs - 9. All signs and pavement markings shall be reviewed in the field with the VDOT Inspector prior to installation. 10. Ali permanent sign pasts to be tube type posts VDOT STP ---1. Wooden posts only allowed for construction traffic signage. HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUI HANDICAP PARICNG DETAEL N.T.S. HANDICAP SIGN NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. r' 8' TYPICAL FOR WAN ACCESSIBLE SPACES dt 5' TYPICAL FOR OTHERS. 2. SIGNS MAY BE MOUNTED ON T14E BUILDING. HANDICAP SIGN DZ AIL 12` x 18' STD. 12 x 6' smC } CIRCLE AETER. 6" CLASS A3 CONCRETE. CG -3 MODIFIED PAVEMENT PER PLAN.. STI}. U --CHANNEL POST PROP. GROUND M rn D CD WJ (0 U) N [� Q �, [V 0 M�� U) , a, U) a. Z5 C) cp V 2 CV Zq Z W IIA— 1' Overlap Z Q 0 (typical) 4% 4" WOOD RAIL IC) Z RC1 1 "x s' ROUGH SAWN BOARDS 6'-4' LONG. Lu SLOPE FOR DRAINAGE STAGGERED W/1' OVERLAP w �CoCL 6'x 6'RFATEO) l WOOD 7 [W/ POST BASE do d " 0 BOLTS Lu U) Z �5/B)A. 4"x 4" WOOD RAIL cnp Q 6' CONCRETE SLAB W/ 6x6 A WIRE MESH (SEAT. CONCRETE SAAR AGAINST GREASE ABSORPTION) M --d 20674 GZ5-31-1P wA NAL cn I - 12" OA EXPANSION JOINT AT CONCRETE FOOTING Z EACH POST FOOTING (TYPICAL OF 4) SECTION A LU Q (2) 6' CONCRETE 4 FILLED POST GATE REQUIRED. OTHER WALLS OR PORTIONS THEREOF TD BE CONSTRUCTED AT OWNER'S DIRECTION. 3' SQUARE: — STEEL TUBING 1lf2' SQUARE STEEL TUBING. SHOP WELD ALL JOINTS GRADE 1-5/8" Ss -15 top rail - 2" OD SS -40 line post 2-1/2" mesh, 9 gauge galvanized wire fabric tension wire no. i gauge galvanized coil spring wire stretched out ground clearance 3" max. 1" min. I Lend 3'-0•z4r comer or nrtVahod f grade post PLAN VIEW 9012'9 CRAVE ON CAPS DIMENSIONS MAY YERIY FOR SOLID CONNECTIONS - — 2-x 1H x�6" — - _ — — — — CONCRETE FOOTING " ,x B ROUGH SAWN BOARD ^m 6'-4' LONG WITH 3/B• SPACE BETWEEN BOARDS 3' FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL latct typical spading between all line posts 1 ca' (max) 1,0 (max) concrete fo[ 12" 12' 12' sh DRILL HOLES IN CONCRETE TO LOCK GATES IN OPEN AND CLOSED POSfIONS. (2) 24' LONG 3/$' RODS - r GRADE (CONC. iAPRON) CG -3 MODIFIED FOR USE ON ROUNDABOUT TRUCK APRONS ONLY L 5! NOTES. I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,4000 PSI IF PRECAST, 3. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS Y f I3' DEPTH) OR INCREASED AS MUCH AS Y (6 XPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TCP OF A COURSE OF THE PAVEMENTS SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 16' AS SHOWN" NO A4L}Jl15TMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 4. THE MODIFICATION TO THE STANDARD CG -3 IS TO REDUCE THE EXPOSED HEIGHT OF THE CURB AS SHOWN. MODIFIED CURB SHALL BE PAID FOR AS STANDARD CG -3 - concrete footing 3/8" min. round rod 12` with turnbuckle Line brace - shall be used when Vertical alignment changes 150 (max. spacing 500') F2. PROVIDE PRIVACY SLATS FOR SCREENING. - shall be used at fence end (as shown above) and gate locations ALL.. FENCE COMPONENTS SHALL BE VINYL COATED. Corner brace - shall be used when horizontal alignment changes 15" or more I S. VINYL COATING COLOR SHALL BE AT OWNER'S DIRECTION. shall be used as detailed above with bracing in both directions VINYL COATED CHAIN LINK FENCE DETAIL NOT TO SCALE 120 6-W T4r VINYL COATED CHAIN LINAC SWING GATE DETAIL NOT TO SCALE • rr .4 IR,I IA TlnIPAI nC Z CROWN ISLAND :1 Aa 01ILYAIafiiwl 1 " 36" SPUTTER ISLAND - DETAIL NOT TO SCALE 1. All proposed signing 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 Dane 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 Mote 1. 4. Any existing pavement markings, which will conflict with proposed pavement markings, shall be completely (100%) eradicated. 5. Limits shown of proposed markings are approximate and shall be modified in the. field to insure that the proposed pavement markings continue until existing pavement markings can be matched. 6. All signs shall be in accordance with VDOT Standard WSP-1 unless noted. 7. Sign support pasts shall not be located within 3' of the 5 --foot wide sidewalk. 8. Proposed posted speed limits require an engineering speed study stamped by a liscensed professional engineer be submitted to V.D.O.T. for review and approval prior to erecting signs - 9. All signs and pavement markings shall be reviewed in the field with the VDOT Inspector prior to installation. 10. Ali permanent sign pasts to be tube type posts VDOT STP ---1. Wooden posts only allowed for construction traffic signage. HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUI HANDICAP PARICNG DETAEL N.T.S. HANDICAP SIGN NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. r' 8' TYPICAL FOR WAN ACCESSIBLE SPACES dt 5' TYPICAL FOR OTHERS. 2. SIGNS MAY BE MOUNTED ON T14E BUILDING. HANDICAP SIGN DZ AIL 12` x 18' STD. 12 x 6' smC } CIRCLE AETER. 6" CLASS A3 CONCRETE. CG -3 MODIFIED PAVEMENT PER PLAN.. STI}. U --CHANNEL POST PROP. GROUND M rn D CD WJ (0 U) N [� Q �, [V 0 M�� U) , a, U) a. Z5 C) cp V 2 CV Zq Z W 0 Q r� L) Cn af < �t 0 Z W o OCA L/} r z W 0Q W Z LLI Ctrl L'L Ir- 0 �- bLL J LL LO y cyW O W LL {) W W 0 ED 0 iYl cv Q a 0 Lu UJB _ U Z D d LILT +U °� r Uz tYy �Z WCD CD ft Z Q 0 IC) Z RC1 Lu Lu Q 0 Z ° w �CoCL UJ UJ l Cr m Lu U) Z C) o t: cnp Q RONALD A. MISLOWSKY, JR Uj d --d 20674 GZ5-31-1P NAL cn I - 0 Q r� L) Cn af < �t 0 Z W o OCA L/} r z W 0Q W Z LLI Ctrl L'L Ir- 0 �- bLL J LL LO y cyW O W LL {) W W 0 ED 0 iYl cv Q a 0 Lu UJB _ U Z D d LILT +U °� r Uz tYy �Z WCD CD ft r cn I - Z LU � F 0 z c� O Z w 21 U W U) o Q LU Q Z Z w 0 Q w z � LU a o ac� U) LU LU W Cn Ir LU o � o �., 04 0 c; z ti a0 T' m 4 p N w L6U-;C N N Q C] C?> 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 PENNON] 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 AN EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT GRIM 1601 DATE 2018-03-28 DRAWING SCALE V=50' DRAWN 6Y KLM / CJM APPROVED BY MMA SHEI�T 33 DF 33