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HomeMy WebLinkAboutWPO202200027 Plan - VSMP 2022-12-20VEHICLE TRIP GENERATION TOWNEPLACE INN AND SUITES SITE DATA: TAX MAP PARCEL AND OWNER INFO: TMP 78-9D (07800-00-00-009D0) PANTOPS HOTEL, LLC PO BOX 3535 WILLIAMSBURG. VA 23185 TOTAL PARCEL AREA: 2.4 ACRES LIMITS OF DISTURBANCE: 2.3 ACRES ZONING: HIGHWAY COMMERCIAL (HC) MAGISTERIAL DISTRICT: RIVANNA OVERLAY DISTRICTS: STEEP SLOPES - MANAGED ENTRANCE CORRIDOR ABUTTING PARCELS: TMP 78-9B(07800-00-00-009B0) GUADALAJARA CORPORATION IV ZONED: HIGHWAY COMMERCIAL (HC) USE: RESTAURANT TMP 78-9C (07800-00-00-009C0) TAP INVESTMENTS, LLC ZONED: HIGHWAY COMMERCIAL (HC) USE: NEIGHBORHOOD SHOPPING TMP 78-11B1 (07800-00-00-011131) SANDAV, LLC ZONED: HIGHWAY COMMERCIAL (HC) USE: COMMERCIAL CAR SALES PARKING SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP; FEB. 28, 2022 VERTICAL DATUM REFERENCE: NAVD 88 UTILITIES: ACSA PUBLIC WATER AND SEWER DRAINAGE DISTRICT: MEADOW CREEK - RIVANNA RIVER WATERSHED ADJACENT WATERCOURSES: TRIBUTARY TO RIVANNA RIVER THE SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER RESERVOIR. FLOODPLAIN: THE SITE HAS NO REGULATED FLOODPLAIN ON THE SUBJECT PROPERTY, REFERRING TO FEMA FIRM PANEL:51003CO287D, FLOOD HAZARD ZONE:X STEEP SLOPES: THE SITE CONTAINS MANAGED STEEP SLOPES. EXISTING LANDSCAPE FEATURES: PREVIOUSLY DISTURBED - LIGHT VEGETATION, BRUSH, AND SPARSE TREES ZONING SITE REQUIREMENTS: USE CURRENT: VACANT PROPOSED: HOTEL (120 UNITS; 78,500 GFA) SETBACKS BUILDING: FRONT: 10' MINIMUM FROM RIGHT-OF-WAY OR EDGE OF SIDEWALK OUTSIDE OF ROW FRONT: 30' MAXIMUM FROM RIGHT-OF-WAY OR EDGE OF SIDEWALK OUTSIDE OF ROW PARKING: FRONT: 10' MINIMUM FROM ANY PUBLIC STREET RIGHT-OF-WAY BUILDING HEIGHT MAXIMUM ALLOWABLE BUILDING HEIGHT: 65 FEET (HIGHWAY COMMERCIAL DISTRICT) MINIMUM 15' STEPBACK FOR EACH STORY THAT BEGINS 40' IN HEIGHT OR ABOVE THE THIRD STORY, WHICH EVER COMES FIRST. PROPOSED MAX BUILDING HEIGHT 60.83' (HIGH PARAPET) PROPOSED STEP BACK BUILDING HEIGHT 35.83' (PARAPET - 15.92' STEP BACK) PARKING REQUIRED PARKING: HOTEL USE: 1 SPACE PER GUEST ROOM (1 SPACE X 120 GUEST ROOMS) = 120 SPACES TOTAL PARKING REQUIRED: 120 SPACES PARKING PROVIDED: 121 SPACES IMPERVIOUS AREA EXISTING IMPERVIOUS AREA: 0.017 ACRES PROPOSED IMPERVIOUS AREA: 1.66 ACRES Trip Generation forTownplace Inn and Suites LAND USE ITE CODE AMOUNT UNITS WEEKDAY AM PEAK HOUR PM PEAK HOUR ADT IN OUT TOTAL IN OUT TOTAL Hotel 310 120 Rooms 1003 35 30 65 42 31 73 VSMP/WPO SUBMISSION REF: WP02022-00027 COUNTY OF ALBEMARLE, VIRGINIA 06/28/2022 REVISED: 12/12/2022 VICINITY MAP SCALE 1" :1000' OWNER: PANTOPS HOTEL, LLC PO BOX 3535 WILLIAMSBURG, VA 23185 DEVELOPER: HMP PROPERTIES, LLC 5388 DISCOVERY PARK BLVD STE 300 WILLIAMSBURG, VA 23188 CONTACT: ASIM KUMAR PHONE: 804-273-9811 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: 434-327-5380 ASSOCIATED PLANS: WP0200600075 WP0200700078 SWM PLAN AMENDMENT SUB200700078 FINAL SUBDIVISION PLAT SUB200700078 ROAD PLAN AS -BUILT. Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 NOTES AND DETAILS 1 C1.1 NOTES AND DETAILS 2 C2.0 EXISTING CONDITIONS PLAN C2.1 DEMOLITION PLAN C3.0 E&SC NOTES AND DETAILS C3.1 E&SC NOTES AND DETAILS C3.2 E&SC PHASE 1 C3.3 E&SC PHASE 2 C3.4 E&SC PAHSE 3 C4.0 LAYOUT AND UTILITIES PLAN C4.1 EASEMENT PLAN C4.2 EXISTING EASEMENT PLAN C5.0 OVERALL GRADING AND DRAINAGE PLAN C5.1 DETAILED GRADING AND DRAINAGE PLAN C6.0 STORMWATER MANAGEMENT PLAN C6.1 INLET DRAINAGE AREA MAP C6.2 PIPE AND INLET CALCULATIONS C6.3 EXISTING PIPE AND INLET CALCULATIONS C7.0 STORM PROFILES C7.1 UTILITY PROFILES TOTAL NUMBER OF SHEETS: 21 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS E911 DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF HEALTH ARCHITECTURAL REVIEW BOARD APPROVAL DATE Bryan D. Cichocki Z Uc. No. 53741 * wu CL O ce t7 z Z w 0 U Z O Z �0 a 0 U U Z �o w m o Lf) O ro Lf) 7:) > Lf) Lu a 0 n N N w 0 N Q N DATE 06/28/2022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A LwL 1� F--1 Qa z z "� Q'W LU z � = z�U) I --I co Lu w LL O Qz0 J U a O w z `0 1 L JOB NO. 49421 SHEET NO. C0.0 GENERAL NOTES IS ACHIEVED. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING g. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS 9. DEVICE. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER CONSTRUCTION INDUSTRY (29 CFR PART 1926).10. REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE PRIOR TO THE BEGINNING CONSTRUCTION. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. INSPECTIONS AS OUTLINED IN THE USBC. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE 11. PROCEDURES. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(). THE ALBEMARLE 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. ORDINANCE SECTION 5.1.28. TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE DEVELOPER/ CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE OF ALBEMARLE. UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND R MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE TESTING OF ALL UTILITIES NOT COVERED IS IN L ES BUILDING THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE MET UI SPECIAL CONSTRUCTION ACTIVITIES. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BLASTING NOTES 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL 1 ALL DAMS AND CONSTRUCTED FILL BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A SPECIFICATIONS. OTHER PORTION OF THE PROPERTY. GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 2 PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON INSPECTOR. ACSA GENERAL WATER &SEWER CONDITIONS ALL UNITS. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. SEPTEMBER 14, 2021 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) STANDARDS. 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. THE START OF THE WORK. PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY 2 THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE THE COUNTY EROSION CONTROL INSPECTOR. LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. IMAGERY COLLECTION. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE CLEANED AND REPAIRED IMMEDIATELY. WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. REQUIRED BY THE DEVELOPMENT. DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER CABLE TV SERVICE TRUNK LINES. (N/A) 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) LINES, SERVICE LATERALS AND WATER LINES, ETC. SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS 8 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE g VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. SECTION 17-207B) DURING A FUTURE EXTENSION OF THE LINE. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATTEE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 1 PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA WATER ACT). REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER STANDARDS AND SPECIFICATIONS. THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL THE PERMIT SHALL GOVERN. REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER SPECIFICATIONS. STANDARDS OF VDOT. PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING "OTHER PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE OR OTHER CONSTRUCTION. INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN PLUMBING" PERMIT WHICH AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MUST BE OBTAINED BY THE CONTRACTOR. 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S DRAINAGE CHANNEL. CONTRACTOR. REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. CONTROL DEVICES. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ALBEMARLE COUNTY DEPARTMENT OF FIRE & RESCUE GENERAL CONSTRUCTION NOTES DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. OF ROAD. (N/A) SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM VIRGINIA STATEWIDE FIRE PREVENTION CODE. SLOPE OF 0.004 ft./ft. 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND SMOKING MATERIALS PER VIRGINIA STATEWIDE PREVENTION CODE. GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION FIRE CODE VEHICULAR ACCESS FOR FIREFIGHTING 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, INCLUDING ACCESS TO WITHIN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE EDITION OF THE 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO e VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW THE ENGINEERR,, OWNER'S OVERHEAD WIRING OR THERE OVERHEAD OBSTRUCTION LOWER THAN 13 FT. 6 INCHES; THIS REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES FIRE APPARATUS IN ALL WEATHER CONDITIONS. WOO LS SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE i CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, AND ICC/ANSI A117.1-03. FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH: DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ' ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE 34. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER EXTINGUISHER AT EACH STAIRWELL, $ � �'"" "• '" �'�� THAN 1:48. ACCESS AISLES SHALL BEAT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN $ ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AND ACCESSIBLE BUILDING ENTRANCE. IN PARKING ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 'ra` OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE 8. LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. FACILITY. WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES. IL (; 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. [fdiMRA¢ WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE a MINA ENT SIGN SECTION PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING �' �E. DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION EXPANSION JOINT WITH PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT 1/4" SEALANT NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 X 10" 3,000 PSI AIR ENTRAINED PORTLAND d A CEMENT CONCRETE 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale Q nCommsammw"mcnam r.1 WALLSECTION ICI wtrr.n `ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3" INTERMEDIATE BASE COURSE - BM25.OA " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% e R < 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4 TYPE 21 B STONE COVER NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS CONCRETE SIDEWALK PAVEMENT SECTION No Scale m rvra nsoT wamuean�euwr iIERIFD WA9tlGPOG RiTW mw rm"ms°w mm (ir YBLPXMICdI® 11141Rfda0bS1 PII9eu4 �. W[F sLLv.all,Ea tlD VJYRII� ��\`--,/ 0.1YOLOQIKi4 R- mICO I �ull�l -- ----- it I III _ ME I�lii nmmann 9 DUMPSER ENCLOSURE STORAGE SECTION A$g� BfNEiR•TI -rwvmaa �_r�mwr4ornu ,one wroe.rwM�4M wxma . va e.emrr "ow 81EEL WtE PP41 EACH SIDE METAL COPRG TO MATCH ADJAOFM wau cDL°R �� � . �T�T7'I 'i•. I III � F � �/Yld IFU I I IIII � F F I TI DlbfiONAL EPAGMG I BTBTEM an) LOOCABLE N48P ® If' - EFS MAW DROP ROD, I' l i /� 6'xTPIAWJALLY DUf£1ER X T-0° LONG wN SD OPERATED IT DEGREE BEND OVERHEAD GARAGE DOOR TO EMERIOR BTOR SPACE z DUMPSER ENCLOSURE & STORAGE ELEVATION A597 BmueW-Tv 3B'•I i' 94'-II P IC-1 ON sre' log re' ,� N:rtrDrsED au wbLL N � WITH FACES _ I, WWIRDRAMAGI PAW MIERIOR SIDE ---0---_------_Q---, � -- -0-- ----- - --- Q-- _ , EXIENOR FADES ONLY - REOIIREPENIS WIN OF IILNI I� �; LF OCR 1. PII PONDE CSE LO1Ya� 10' 0' % E'-0° g naN Ev uGH MD w - DIREX OHREf M STORec£ p p 3. D189 MRFNLLOBDN EXTERIOR FMISN 10 _71, MATCH FMI -•SH 6 MAM HOTEL /TOWER MT AREA Q=iRA6H RECPf. i@ - 4. ERIORWALLSMD � CE fOFDJ! - ILIM'x5 PAINED FMIBH AT I' NIl i_--------------------------------i i--------_-_---_-_-_----------_---_i ii EXTERIOR FNISH BIIN'v10E MONIED BYBIEFI(EFSJ ' iROBT PROGf GARKE [OR H 1 LlfaVlf EXIENCR SIDE WALL HO6E g16�% FIXNF4 8' REIIFORCED Ofl T� / TRacx m (RBFER sTRu p"i STEEL GATE POST -.- EACN SIDE O BLAB TO HAVE /P TYPICAL ' IEEL PIPE / °EN D BOI.-AMM1M08 FILLED W/ -//\A/ GARAGE DOOR CONIE EA SIDE 2 CFEA MITIGbTE Ta D MATF. WATER - _.-hFIL1RAIKN MM"IMN TPURN BLhN bL 6' AB ToO � PLAN DUMPSER ENCLOSURE & STORAGE PLAN TO BETE Bryan D. Cichocb IZ Uc. No. 53741 4t� 4;yu M E 0 0 u N 6 N Q 0 > E w °i E ¢LU U. 3 U. U. o (Y O L M Q J U o W J -N d N N N v Z H Y R 3: 0 x 9 W' 6 J) _ N = U > ¢ . c W^ o a' N � M a � W J V] � N z 0 z w E E O U z O Z I~ CL O U cif to O o N z (�7 j > In W .1 z g a F a DATE 0612812022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A V 1 UJI I -I ri U7 Q J Q z Qz >Lu 1 zzLu __J U I �-q co J Q U 0 Q J } Lu z O � z O JOB NO. 49421 SHEET NO. C1.0 8 0 EL a t� N s 3 C a 30 O cD a0 �N N Z me o 2 c cC �b a0 O w CD CD W.� Z h Oa 2 a I- v `o, o L E a N c Z 2° M X C m o -Z 2 2 m N .b. O E m0 m 06 a � ssa !0 a o - m o b. b U b O C V N 5E 0v .2 E I- L SIGNAGE NOTES: PN lakTy OE Il OW Tax� 1 AWAY ZiOIE VAN 6'-8" MIN. ACCE88BLE 6'-8" MIN. ABOVE ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-112" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale n NY P blast GVANCEO CFAI NAGE s's'e.S i,c - rnma"dwa Dra imi System Today Nyloplast Drain Basin Maintenance Considerations Background: The Nyloplast Drain Basin is an engineered PVC surface drainage structure. These drain basins are custom manufactured according to the plans/takeoff specified by the site engineer. Nyloplast Drain Basins have a quick production time, creates water tight connections, and provide simple and quick installations. Installation shall be in accordance with Nyloplast installation procedures and those issued by local building/construction regulations. The required minimum sump located in the typical installation is for manufacturing purposes. Due to these manufacturing restrictions, the sump may collect sediment over time and the structure could require some maintenance. Maintenance Recommendations • Over the span of the first year of a new installation, visually inspect each basin every 2 months or after 2 storm events once the site has stabilized. • Check for obstructions and debris at the openings of the grate and remove as needed. • After cleaning the surface of the grate, remove the grate from the frame. • Once the grate is removed from the frame, check for obstructions and debris inside the basin (including the sump and inlet and outlet pipes) and clean out as needed. • A vacuum truck is best for the removal of debris when necessary. After the collection of the debris, it shall be disposed of according to the local environment requirements. • After the maintenance or inspection of the structure completed, set the grate back in the frame so it sits Rush and does not rock. • Once the monitoring period is over, it is best to continually schedule maintenance based on the amount of debris or sediment that accumulates over time. NYLOPLAST 15" DRAIN BASIN: 2815AG _ _ X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANSITAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (5) ADAPTER ANGLES VARIABLE 0" - 360a ACCORDING TO BANS (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: 4" -15" FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT _ (CORRUGATED HOPE SHOWN) 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-5005, WITH THE EXCEPTION OF THE BRONZE GRATE 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-%D5 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER W DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110-065 4 - DRAINAGE CONNECTION STUB JOINTTIGHTNE-SS Sf W.L CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12HANCOR DUAL WALL), N-12 HP, & PVC SEWER. 5 -ADAPTERS CAN BE MOUNTED ON ANYANGLE OF TO 360'.TODETERMINEMINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING No. 70014110-012. 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: 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 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. S j0 SOLID WHITE LINE 24" (TYP.) 12 STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING STOP BAR DETAIL NO SCALE SOLID WHITE LINE 6' 2 � � 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, — CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTIR D2321. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (fi" MIN. BASED ON MANUFACTURING REQ.) 4 MIN 4 GRATEOPTIONS LOADRATING PART# DRAWING# PEDESTRIAN MEETS H-10 1599CGP 7001-110-207 STANDARD MEETS H-20 15MGS 7001-110408 SOLID COVER MEETS H-20 I 1599CGC 7001-110.208 PEDESTRIAN BRONZE N/A 11599CGPB 7001-010-210 DOME N/A 1599CGD 7001-110-211 DROP IN GRATE LIGHT DUTY 1501 DI 7001-11a-ins 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW PAVEMENT 2'-0" DIAMETER CONC. FOOTING BOLLARD DETAIL No Scale T LENGTH ANCHOR WITH 5/B" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP ACO DRAIN Type 676D Longitudinal ductile iron grate (ADA) Plan view Side elevation MEE NW Description Part No. Length Width Weight P 9 9 Inches (rum) Inches (rum) Ihs" DrainLok grate Type 676D Ductile iron longitudinal grate 142173 19.69 (500) 9.41 (239) 18.0 'DrainLok' locking mechanism AGO DrainLok*" is a patented, boldess locking system that DrainLok clip removes the need for bolts and bars and improves the hydraulic Channel capacity of the channel. The DrainLok^" mechanism simply clips into the channel edge rail for rapid installation. ACO DrainLokTm O grates are fitted with an antishurd mechanism that restricts unwanted V grate movement when installed, improving durability and longevity of the system. ACO Polymer Products, Inc. SPEC Northeast Sales Office (Nest Sales Office Southeast Sales Office Follow �us on 9470 Pinecone Drive 825 W. Beechcraft St. 4211 Pleasant Road ©0 -r Mentor, OH 44060 Casa Grande, AZ 85122 Fart Mill, SC 29708 L1 Tel: (440) 6397230 Tel: (520) 421-9988 Toll free: (800) 5434764 Electronic Contact: Toll free: (800) 5434764 Toll Free: (888) 4909552 Fax: (803) 802-1063 infoGACODrain.us Fax: (440) 639-7235 Fax: (520) 421-9899 www.AGODrain.us • • O e August 2017 AGO Palarner Products, Inc. This information Is belieyato i be accurate but A is not guarantied tG We be so. cannot assume liability Len mass tied t b obtains with our product since cnraitions A use am bwond Lee corNd M re eompary. a is fha eueMmees responsibility to anousata suitabLdy ant safety of product fre his nm,use. ACO Polymer Prexlects Inc. reserves be dDd to cra,Se eo poduct ant siancraalbns wood rwEce. August 2017 WWW.ACODrain,us SIGN IN SIGN AND POST DETAIL No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (TYP.) 111 0 8' 1 5' 8' 1 8' 8' TYPICAL VAN r ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS STD. U POST GALVANIZED REFER TO VDOT STD STP-1 DETAIL FOR MOUNTING REQUIREMENTS CONCRETE BUMPER BLOCK HANDICAP SIGN AS NOTED ON C4.0 & C4.1 LOCATION (VAN) i Ind FACE OF CURB 4" PAINTED STRIPE 9 (TYPICAL) REGULAR SPACE SPECIFICATION CLAUSE E iE K200 KLASSIKDRAIN 'DRAIN LOK' I PAVEMENT PER SEE NOTE 4 DESIGN LOAD CLASS C DOCUMENTS GENERAL THE SURFACE DRAINAGE SYSTEM SHALL BE . POLYMER CONCRETE K200 CHANNEL SYSTEM WITH GALVANIZED STEEL EDGE RAILS AS MANUFACTURED 4 d BY ACO POLYMER PRODUCTS, INC. 4 d MATERIALS .d CHANNELS SHALL BE MANUFACTURED FROM POLYESTER RESIN POLYMER CONCRETE WITH AN _ INTEGRALLY CAST -IN GALVANIZED STEEL EDGE RAIL. .4 MINIMUM PROPERTIES OF POLYMER CONCRETE WILL d BE AS FOLLOWS: COMPRESSIVE STRENGTH: 14,000 PSI d FLEXURAL STRENGTH: 4,000 PSI . TENSILE STRENGTH: 1,500 PSI WATER ABSORPTION: 0.07% T Q _ FROST PROOF YES DILUTE ACID AND ALKALI RESISTANT YES 1 Q d B117 SALT SPRAY TEST COMPLIANT YES 8" [200mm] d . d THE SYSTEM SHALL BE 8" (200mm) NOMINAL 4 4 INTERNAL WIDTH WITH A 10.2" (260mm) OVERALL WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL INVERT SHALL HAVE DEVELOPED "V" SHAPE. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALEIFEMALE JOINT. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY O.A�� 8" [200mm] 8" [200mm] AGO POLYMER PRODUCTS, INC. ANY PARTIAL SYSTEM DESIGN AND/OR MPROPERDEVIATION OR INSTALLATION WILL VOID ANY AND ALL WARRANTIES NOTES: PROVIDED BY ACO POLYMER PRODUCTS, INC. 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. ENGINEERING ADVICE MAY BE REQUIRED. CHANNEL SHALL WITHSTAND LOADING TO PROPER 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE AIR POCKETS. SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL CLASS SPECIFIED AND INTENDED APPLICATION. AND CONCRETE SURROUND. ENGINEERING ADVICE MAYBE REQUIRED. GRATES SHALL BE SECURED USING'DRAINLOK' 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL EDGE. BOLTLESS LOCKING SYSTEM. CHANNEL AND GRATE 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO SHALL BE CERTIFIED TO MEET THE SPECIFIED EN DETERMINE PROPER LOAD CLASS. 1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED 6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. K2D-C-EAP K200 - KLASSIKDRAIN - LOAD CLASS: C ACO Polymer Products, Inc. Exposed Asphalt Pavement 825 W. Beef raR st 9470 Pinecone Dr. 4211 Pleasant Rd. • Casa Grande, AZ 85122 Mentor, OH 44060 Fort Mill, SC 29708 INSTALLATION DRAWING - ACO DRAIN Tel: 520421-9988 Tel: 440-639- Tel: 9-7230 DATE: 08/17/16 Fax: 520-421-9899 23 Fax: 440$39-7235 Fax: 803-802-1063 803-8 2-106 Arizona Tel: 888-490-9552 e-mail: salesO)acousa.com Ohio Tel: 800-543-4764 www.acousa.com South Carolina Tel: 800-543-4764 Bryan D. Cichocb 'Z Uc. No. 53741 41:� 4;yu M E 0 0 rn U N 6 N C > E LU aaU. `3 w o o Y O i5 Mo Q J U W J —N d 5: N N N v Z H Y 'A �x 9i 66 s 04 Dv � i N N = U > Qv �a, O N 2 M a � W J Ui 0 0 x C7 ce x I- 0 w w z O in > rr 0 0 Zz w E E O U z O Z O U w O oU) Z (�7 j > (n w .1 z g a w a DATE 0612812022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A LU H� N ,^� V / Q r-y V 0 z J z2: W W l� CO J 0 U 0 Q J } O LU z 0 � z `O 1 JOB NO. 49421 SHEET NO. C1e1 h EL M �r t. 0 3 a D a0 o M0 BN 00 a0 o 2 c to cC m rn a0 O w tY 0 zre 0 w 2 $ N F to O L 0 0 o N a o m Z Y W :S h X C 0.0 -Z 2 2 M c ° 0 m 0 E M � m o a � �c °a o m o m 'm 2 MW po 0 s. E h w �E H L LEGEND LEGEND 0 WATER VALVE IRON (F) OUTLET, 24" RCP EX. VAR. WIDTH SINM CURB I INV. (OUT)=404.36' MAINTENANCE EASEMENT / EP DB. 3657, PG. 564 IRON (F) I SD CURB INLET W/MHD STR 1 SD CURB INLET W/ / CURB CUT I TOP=412.53' ZMHD- INV. 1N=408.43' 15" RCP (E) TOP=412.61' -409 - - - ` _ INV. 1N=406.79'24"RCP (S) INV. IN=408.62' 18"RCP INV. OUT=406.07'24"RCP (SW) / / INV. IN=408. 11'24 " RCP EX.20'PUBLIC MHD - -410- _ 24"RCP��I 11II (SE) DRAINAGE TOP=421.47' / - 4"RCP IRON(FJ EASEMENT O8. 3657, PG. 564 INV. IN=415.49'15"RCP (E) C&G / INV. IN=415.36' 15"RCP(S) ------------- 15"RCP INV. OUT=414.77' 15"RCP FIRE HYDRANT ® WATER METER QS SANITARY SEWER MANHOLE (MHS) ,ify n STORM DRAINAGE MANHOLE STORM DRAINAGE (SD) GRATE INLET (Big STORM D. Cichacld 'Z ,_., -0 DRAINAGE/FLOW DIRECTION Lic. No. 53741 ;1�1 RCP REINFORCED CONCRETE PIPE HPDE HIGH DENSITY POL METHYLENE PIPE 16 / Z/22 j A04 PVC POLYVINYL PIPE o��SSIONALC oa LIGHTPOLE ® TELECOM/FIBER VAULT ___ _ � / ROCKARMOR 0 3 0 0 24"RCPb ^p----'____-- --- - W - UNDERGROUND WATER UTILITY ¢ o / lye p d /__________ MANAGED STEEP SLOPES * E U7 / - - - - _ _ - / - - - _ SD CURB INLET W/ MHD - - - uGr- - - UNDERGROUND FIBER /TELECOM z ' -/� b6 1/ / I I �� TOP=421.61' - - -SAN- - - SANITARY SEWER PIPE w Em E w INV. OUT=418.01' 15" RCP IMP 78-9 \ \ - - - G- - - UNDERGROUND GAS LINE v v 3 CURB RAMP I I O \ \ a° I I TCO PARTNERS LLC w i) 3 i 1 S \ \ EDGE OF PAVEMENT (EP) ¢ LL o O (ADA) EP \ \ TBM: $PIKE SET / / / 1 \ \ DB. 4710, PG. 713 \ o LL v W/DWS `� �ti� DECIDUOUSREE �+ wo CURRENT USE- VACANT COMMERCIAL LAND \ t i / ELEV.=418.27' / 11 \ (DEC)( ) ¢ c� oo z 51 /i / 1�15"RCP/ \`�� ZONED:HC \ Lrj zZ. F,Jt 20'PUBLIC \ \ / / 58515'36 31' I II `�\�\ \ \\ -a- SIGN (AN a O D INAGE o��C. / -413 / �� \ \ \ \ C&G CURB & GUTTER F w O z _�q \ II �� zrr„ � / EA EMEN Gti ' �/i'24"RCP-1 3- -414 _ - JI IRON (S) T \ I I \ / ��� \ \ SWK SIDEWALK O Q w O / D 3657, _564 _414- _ �_ '414 - / / l 411 \ - 415 - _ _ _ - _ I I I / `� o Q = V7 III / / 1 \ _ / 1 \ '� 15 RCP IRON (F) \ \ \ \ D8. DEED BOOK 0 Lol _ = N z V) ' ' - PG. PAGE � _ , ' 41 s - - _ _ - ` - J / FP I (sr 0 \ \ INST. INSTRUMENT = v a 0 m SD CURB INLET W/MHD / //i'/ 18"RCP- d1 1 411' _ _ - �_ - - / S• �� O (F) PROPERTY COR. FOUND, AS NOTED � U) Z) TOP=414.96`' / / % �.'� , , 4AB ' _ _ - - - , , / c?� C� I �y Y�j�p SD CURB INLET W/MHD \ \ (S) PROPERTY COR. SET, AS NOTED ° N W INV. OUT=411.3#195" RCP - 'i ` 412� / ` , / , � -` , , _ , a1 y. ' - , _ , ' / I a OeR lq,/ �,q TOP=427.28' \ \ M / / / 415_� \ �l 1 O@ sSOry �j� ` \ INV. 1N=423.26' 15" RCP (S) \ CONTOUR INTERVAL = 1' o J - 15" RCP -v ZS / l - TR-2 SD INLET W/FE3 ' 3 ` / 3 A \ o w =-- _-- -- -� / 41s_� /-', A2 ,' S A (/C/V �\ INV. OUT=422.51'15"RCP �� z INV. (IN).408.7�24"RCP d2\ \ \ / 20 G qF \\ \ \ \ SO C B INL WIMHD 1 � O \ \ I ry 644 % � � \ 0 H S / . a22 \ 1 - \ \ ui O L TR-3 T P-415-58'4j / _ _ _477_ -�� SD CURB INLET W/MHD \ � a ,- s , � / � \ ` TOP-428 85' \ CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD CI 100.00, 36.97' 18.70' 21'1047" N39'1653 E 36.76' C2 140.00' 23.1 V 11.56, 9 2723" N45'0152'W 23.08' C3 140.00' 4925' 24.88' 20"0926" N59'50'18"W 49.00' C4 135.00' 49.04' 24.79' 20"4846" N66'15'07"W 48.77' C5 326.50' 66.50' 33.37' 11940'14" N7'30'16'E 66.39' C6 47.50' 77.02' 49.97' 92'5356" S48°0800"W 68.85' C7 282.57' 147, lTr 75.28' 1 29"50'04" N70 2950"W 145.48' l V. 1N=4 12§ 1 RCP (W) I I / . ' \ l ' 1 o V lN= 11.36' 1 "RCP (SJ I I / I - ROCK / \ / ti� �h INV. 1N=424.95' 15" RCP \ \ ARMOR ) \ INV. O T=409.4 ' 18" RC 5' ' / / / / \ \ ' /R S b SE \ W YI I _ _ 418- ) OUT=424.85' 15"RCP \ \ i / 1 J � I I /� � / � � � ' ' d23 \ � � � bti I I EX. 20' PUBLIC U aa}} I I / ` i / I \ - sss 15" RCP j j 4 - - DRAINAGE \ \ w m(00 _I� I� I 419-- i' �' _ // i \-- .;yp \ SEMENI \ \ U "z'= ' ` " I I / - - a r / / �F I DBE 57, PG. \ \ z U 41s - a l l I/ \ ,' 42 // 8 I I xaa lo" 11 A \ / / / ��'�, I I I - _ _ _ \ \ EX 20' SANITARY SEWER - W (D M W II / -420- - 1 -EX , � / � � / / jj \ \ EASEMENTFORACSA > M M c I I r DRAINAGE EASEMENT , - ' , ' / ' \ , ' l / \ \ DB. 3657, PG. 564 U o o - -41 b , DB. 3657, PG. 56y - , - / \ o EX.20'PUBLIC > 9- .4 I / I / - / / � / DRAINAGE ' Z -6 " I I _ _ r _ 425 ' / l / \ MHS (W/DROP CONN.) o 2 I I / / n2\ - - / \ ' ' TMP 78-9D / ' \ \ \ \ TOP=433.05' EASEMENT ' DB. 3657, PG. 564 O l ' ' - - PANTOPS7/OTEL, LLC / \ \ ( ) rt / ' I ` INV. 1N=416.70' 8"PVC S f' / ' (S) ` INV. OUT=416.59' 8" PVC I I / \ � \ D6.�3fr7� PG. 95 VESTING , � � 420- ( ) / Sy CU NLET HD \ W 11�18"RCP-3 - - - - - 423' , ' DB. 3657, PG. 564 (PLAT) 6' \ r it ��� / P=432. c \ \ • / EX. 20' & VAR. ✓ � p�. , ' ' LOT D' 4 WIDTH PUBLIC " ,'\- _ - pry \ ll�J<OUT=428.3 "RCP ,431 ' c • DRAINAGE 2.397AC. (jURVEEYEDJ _ - ' ' / ' FA. 1 I I ' ,' 'EX. / ` \ ' \ • \ CURRENT USE: VACANT COMMERCIAL LAND 1EASEMENT - 4zv. ` 1111 I - - - ' 424 - - - - ZONED: HC DRAINAGE , ` �\ 1\RCP / \ • 42.B. 3657, PG. 5' J _ / / I 1 ( r EASEMENT ' r / 'tfl, / l • 564 I ,I k ' I \ \ , ' , - - - - - - - - 427- - DB. 3657, PG. 564 / II Se / IRON (SITE IS LIGHTLY - _ _ _ - ' p �� F �� • (F) _ �MACz AZ? 2 i i / 1 , �\ 425 VEGETATED AT TIME OF A22' / (S) I I L �/ SURVEY) ' �/ gi: �` / ' a • ' \ \ 15" CP 428. - ' ' ' ' ' MANAGED STEEP - - _ _ - ' / kg0 i / ���� 0 1 / / / . ' • / SLOPES (TMP) -423-1 I 111 I ' �/ /r/ --- / / ' c �\�\ t yQ' MHS ` 1 1 STR- MHD ' _ - - / / / / \ I ` l /, TOP=435.35' / 1 1 I' \ r - - - - - - - _ \ / / INV. 1N=4272T 8-PVC (E) TOdP=424.38' Y -427 - - - - - - - - - 1 ' I 1 a3 / / MAILBOXES // INV. IN=4-f8.22'8"PVC (S) jNV. 1N=418.77' 18"RCP-(W) \ \ - - - - - - - INV.-6UT=418.13' 8"PVC \ I. INV. OU77=416.18�18"RCP 424 _ - /� / r ' \ ' / IRON (S) / s+S l/ PK NAIL CURB RAMP 1 ` /� 18" RCP 4 (ADA) W/ _ _ 428 - , ' _ _ - - - - / - - - - 432 \ _ (F) / Y / 30 _ - - _ _ r /fig SF) SD CURB INLET W/ DWS MHD N76"3938"W / TOP=422.00' 13.43' i� ��,�/ / \ _a29---_ _- /------- -' INV. OUT=419.07' 15" ll / 8"DEC _ - - \ MAt / _------ 431- _ _---- -\ 433' // NAIL RCP l --- 6, ----- r (SJ / EP SD -CURB IN W/I�4HD_ - - - - - - - - - - _ _ 3 / / / \ _ a3°'' ^ / MAG Ql� /C8 / /Yns 8"DEC k / -430- / --__ -432- ---------_ STR-5 OP=425.25' NAIL _ - - - - - - - - ' \ /\ / r - - T INV. 1N=419.2 15" RCP (W) b // / ' l 33 INV. 1N=420. '15-RCP(S) / l I g I \ a _ - _ / ��F / - - _ - P / I 2�'' very coo I 8"DEC - \/ -431- / 1 / IRON (-) J - - _ _ _ / i , �C / 18„ IN OUT- 9.14' 18"RCP l \ ,p 434_ I P 432 _ _ / �_ \ = / \435 \ / \ _ / / PKNAIL (ADA SD CURB INLET W/MHD l l / / - - - - ' ' ' -`- / / ,' �h F , r �777��77 WS Q 0 / / 8_DEC `. _ _ �_ . _ ' s o c}35 / / G / O / / TOP=425.59' F \ ✓\ 3 - - - - / �\N / INV. 1N=421.32' 15" RCP (S) GS'B l c 31 \ / 00 �531' ` - ' - - - - '� / / / / �eG\ r r/ INV. 1N=421.34' 15" RCP \ / p � / �• ' CONC. 173 _ \ / (SE) l �' \ // ui'\B�DEG \ ,\ ti'/ ` REFUSE 99`.A36' �'--------- // INV. OUT=421.16' 15"RCP S ,.p3 4f PAD `��u•, TBMl SPIKE Sw - - •_ - ' / �h 1r / / i / / _ _ / PK NAIL (F) EX. 30'& VAR. WIDTH ELEV.=435.53' /,p�+ /- IRONS EX. VAR. WIDTH ACCESS EASEMENT 4\ ��'p pg9 _ - - 'I �n� - () DRAINAGE \ l 9i. _ / 5 / _ _ RE \ DB. 3339, PG. 701 \ r 1 / EASEMENT / a3a' ' / DEPRESSED Y ' / / DB. 3339, PG. 701 ` ` - p W - _ _ _ ' EX. VAR. WIDTH / - /36 / / � � � CURB � � � - .a3a 'UTILITY EASEMENT' 8" WATERLIN FOR ACSA i FIRE HYDRANT DB. 3657, PG. 564 \ IMP 78-98 / / / \�N1 -A35 \I \I / - - - SAN CO ? rye SaV\��/ ' �0 - �� 0 / / MOP=439.20' _ \J- TOP=438.31' IRON p1, \ GUADALAJARA CORPORATION lV / / `� o DB. 3339, PG. 710 / �GG MAGI � EX. 20' & VAR. WIDTH � � � � � � (S) � �p9 � � � � INV. 1N=434.12' 24"RCP (E) CURRENT USE: RESTAURANT / - t� / 'UTILITY EASEMENT \ INV. 1N=434.19' 18" HDPE EX. 20' WATER LINE Ng/L (SJ / INV. OUT=433.95'24"HDPE \ ZONED: HC / FOR ACSA CONC. ` / EX. 30' & VAR. EASEMENT FOR / 6 �' / \ / ph p9 / DB. 3657, PG. 564 / DRAINAGE IRON w �'� WIDTHACCESS D8. 3339, PGC701 / // , A3a/ / FLUME PIPE INLET, 12"HDPE \ ���/ (S) / / / �8�''/ EASEMENT DB. 3657, PG. TMP78-11B1 (HW L=4) ���_ _-� \%� 564 d$� INV. (IN)=436.68' G / DB. 4559, PG. 55 (VESTING) MHS (W/ DROP CONN.) ��\r,, �PP�� FIRE HYDRANT DB. 4174, PG. 1 (PLAT) / TOP=43701' N4018'12' CURRENT USE'COMMERCIAL CAR SALES PARKING � ��� � y� \ / / IMP 78-9C INV.=431.57' INSPECT. 13.85' %' MHS ZONED: HC / \ / / / / ARM \ ` �' TOP=439.34' � / / TAP INVESTMENTS, LLC - - INV. 1N=419.72'8"PVC E _ � � / / INV. 1N=420.91' 8" PVC PK AlL (FJ �� � � ( ) o / OB. 3657, PG. 606 �� �� �' INV. OUT=419.64' 8"PVC - z / / DROPS A D 4.36' - - � / CURRENT USE: NEIGHBORHOOD SHOPPING ZONED: HC / INV. 1N=420.11' 8" PVC (W)- / INV. OUT=420.02' 8" PVC if SD INLET Wl/GRATE /0�TMP 78-9A SCALE 1"=20' / EX. 20'PRIVATE TOP=439.48' SANDAVLLC DRAINAGE EASEMENT INV. 1N=436.18' 12" RCP (S) DB.3383, PG. 604 0 20' 40' /// / / / / DB. 3657, PG. 564 INV. IN=436.08' 12" HDPE (W) 0\1 CURRENT USE: AUTOMOBILE SHOWROOM 6„ INV. OUT=435.90' 18"HDPE `IF ZONED: HC F DATE 0612812022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE 1"=20' ui Q D ' ^ V / Q z V) z�z Q>O z -i zmo Q 0 v o Q z ��z W � z V) try Ow JOB NO. 49421 SHEET NO. E. 0 L IRON (F) EX. VAR. WIDTHSWM // \ \ \ \ \ \ LEGEND: H OF INV. (OUT)=4 CURB I OUTLET, 4 RCP04.36' REMOVE CONCRETE EP MAINTENANCE EASEMENT \ T DB. 3657, PG. 564 / / \ ® IRON (F) I REMOVE AND REPLACE SD CURB INLET W/MHD STR SD CURB INLET W/ / \ \ \ \ TOP=412.53' \ Bryan D. Cichacld Z cuRe cur Z;To�p�=,412 INV. 1N=408.43'15" RCP (E)\ REMOVE ASPHALT6V / / Lie. No. 53741 � aos - - - INV OUT=406.07'06,79'24 4'Y RCP) INV. 1N=408.62' 18" RCP ' I I INV. OUT=406.07' 24"RCP (SW) INV. IN=408. 11'24" RCP EX. 20'PUBLIC MHD \ \ \ \ REMOVE TREE O�t;S �yti / 24" RCP �h I TOP=421.47' \ XX �u SIONAL (SE) DRAINAGE \ \ / -410- - ' 4"RCP IRON (F) EASEMENT INV 1N=415.49' 15" RCP (E) \ \ - - - C&G DB. 3657, PG. 564 - \ ------ SAW CUT _ _ _ / INV. 1N-415.36' 15" RCP (S) \ \ W q11, - - - - _________ 15" RCP INV. OUT=414.77' 15"RCP \ \ o E /�P-------------- / \ \ �s _____________ p� SD CURB INLETW/MHD \ E F / REMOVEAND / /� d^� 1/ / TOP=421.61' \ \ w v E w REMOVEAND RELOCATE d° e CMG ` ` TMP 78-9 = > REPLACE / ^ ` ` INV OUT=418.01' 15"RCP \ \ w v 3 g EXISTING SIDEWALK 4 ' ° b°� TCO PARTNERS LLC .�. ° 3 z CURB RAMP (S) � \ \ \ ¢ '. 0 3 O (ADA) EP ; / / I \ \ DB. 4710, PG. 713 \ p a ZV _ -W/DWS j \ 1 / \ \\\ \ CURRENT USE: ZONED.' HC CANT COMMERCIAL LAND \ \ \ W W i5 N O ryr J - G 15" RCP \\ \ \ ���oN =O EX.S85°?5'36 3� �l I \ C7 IIIV wm 2O'PUBLIC 'DR INAGE -� i� IRON (S) I T \ \ z � v V z 24"RCP-i a-' _ / \� \ \ �0 < p / EA EMEN J+,%2 -414 _ , 3- , REMOVE24"gGP-" ' ` 9 OJ a w O / DB 3657, 564 �� �r - 4i7 \ \ F _ - - ' `. p Q = v7 -414' - , / Ln 24" RCP PIPE TO REMAIN ? _ - IRON F \ x ry z V l 0 DURING PHASE I E&SC FOR �� 15"RCP () \ �_ v o O g / / // 18 RC I I l 1 PIPE OUTLET SEDIMENT TRAP _ - ' - - _ Fp /4 �O y \ \ \ z c m .y m SD CURB INLET W/MHD / / " p l 7- - �_ - - S 4 ¢ ,,, to p ' TOP=414.96' i % / \ g ' _ _ - \ / / / Cl L Lq �A SD CURB INLET W/ MHD \ z ,S IN > INV. OUT=411.36' 15" RCP , \ \ \ \ 412 / E-` _ - ' a a 9 \ - _ - - / p OeR !ti �q TOP=42728' \ \ 2 M of � - -415- - _� - \ / Oe dS OT INV 1N=423.26' 15" RCP (S) \ --15"RCP -0 2 / 4/s 415_ TR-2SOINLETW/EES' p20 / 36 S� o OU��V INV OUT=422.51'15"RCP \ vi z / I ,' INV. (lN)�08.��24"RCP _ - \ / ' / 2q A C Ss �/C F \ \ SCALE 1 "=20' w g R�MO -AND EPLA =_= REMOVE AND / \ b 4 �/ . \ SO C B INL W/MHD I q \ a TR-3 T =_415-58' / -4n- _ L I ' \ / ' \ I/ H (S)REP CE_ ' / ' / ` -422 \ . SD CURB INLET W/ MHD 0 20' 40' cl' Oa l V. 1N=4 1.2§ 1 RCP (W)47s I / MANHOLE REMOVE / / ' \ ` TOP=428.85' \ V lN= 11.36'1 "RCP(S)� II h / I ARMOR / ROCK/ \ ' / \ ti7 INV. 1N=424.95' 15" RCP \ \ 1NV. O TE409.4 ' 18" RCP i / 5' / / / ' \ ' / IRON (S) a SE \ _ l OUT=424.85' 15" RCP \ o L1.� it __418 --- �'/ / ' ' � - / / - \ _ - I VACATE PUBLIC DRAINAGyEASEMENT / ' p23 / / V I EX. 20' PUBL /C \ \ N `- UP TA -PROPERTY LINE / ' / \ / ' S'S 15" RCP j j 4 DRAINAGE \ w w ry m _ - - - ' / / / SEMENT \ = Q ry -419 - / / / Q' \ F - _4j \ ' _ \ / / I I DB. 57, PG. \ \ o p a , er rli REMOVEAND RELOCATE / 6 564 \ / / ' 42a- ' \ / 8 d2 I I - EXISTING SIDEWALK \ yACATE / ' / / ��, \ \ EX 20' SANITARY SEWER DATE 9 C] M / , ' / \ ' _ - - \ \ EASEMENT FOR ACSA > W 0 M W I / -420- - 7 X. 20'PRIVATE ' Q " " c / DRAINAGE EASEMENT , - ' / \ NN, / DB. 3657, PG. 564 � 0612812022 DB. 3657, PG. 56y - ' ' EX. 20'PUBLIC j p p - _479 h / I _ ' ' / / ,' / / / \ 0 DRAWN BY DRAINAGE /Z 2 I _ _ - / / / ' ' / -425 / / ' / ' / C ` \ \ MHS (WI DROP CONN.) EASEMENT I/ / \ 'p2 �- - \ _ / / ' / / \ T. BRIGHT Lo / (S) DESIGNED BY DB. 3657, PG. 564 0 1 / \ ' ' AEMOVE/ / \ \\ \ \ S[7 CU NLET HD \ \ \ INV. OUT=4.70'8"PVC C I 1 � � , / � / INV. OUT=416.59' 8"PVC EX 20' & VAR. W 1 I 18" RCP-3 a23' - - p26 ' / ` \ P=432. \ T. BRIGHT / I p22 ^ �. ' ' / ' 0' \ , ' 11�1< IUT=428.3 "RCP 1 ' c�G \ • WIDTH PUBLIC , / / _ / VACATE a3 DRAINAGE / ' / - - / / 6o CHECKED BY III , - / , � EX 20' PRIVATE � , � , � \ \ 1 2I I �. _ - ' / / DRAINAGE \ / \ / \ • B. CICHOCKI EASEMENT - 4 I I � -a24 - - - - ' / / ` � 15"RCP 4Z,3. 3657, PG. 15' - - / EASEMENT / 564 I ,la I REMOVEAN6RELOCATE \ / , - - _ _ - - - -a2r- - DB. 3657, PG. 564 \ , / \ / �� ` \ / a32' s % > • • SCALE / ON 11 EXISTINdSIDEWALK / ' \ _ / , ' (SITE IS LIGHTLY _ - ' \ dtia \ / s� \� • () - N I I - ' ,\ 425 _ - / 1 "=20' F MAG 2AlL / / I ' ' VEGETATED AT TIME OF - - - - - / v� ` \ ' a22' (5) 11 I ✓ ' _ \/ SURVEY) / ' / '� \/ � �. \� \ / ' p33 • ,x I \ / \ / • I I REMOVE AND/REPLACE \/ 42g , • ' - _ _ _ - - - A30 ` ` Fo 1 15" CP II / - _ 423- 11 I DIRECTION REM�/E/ / , ' ' / - - - / \\ \ �e MHS 3 / ` I 1 I CG 42 TYPE B / ' / ' - - - - - - - _ / / TOP=435.35' / I' STR-4 MHD _ \ \ TO/P=424.38' 427 - - - - - _ a31 'RELOCATE I / / INV. 1N=4272/' 8" PVC (E) �/ �( ) \ , ' _ - _ \ ' MAILBOXES l / INV. 1N=4 (8.22' 8" PVC (S) rTI I l V. 1N=418.7T 18"RC GV /� ' \ I I INV. OUT=416.18�18" RCP \ \ / ' / / / / \ , ' �x INV 6UT=418.13' 8" PVC am REMOVEAND _ _ ' REIa"L44GE�UR6 / / , ' ' / _ IRO / ' / / N S / PK NAIL p36 _ /REMOVE / - - ' � � / CURB RAMP 18"RCP-4 / \ _ , a28' - , ' _ _ _ , ' _ _ / ), ss�'y�, (F) (ADA)W/ / _-' \ / / 430- - - - - -- - SD CURB INLET W/ DWS REMOVE , ' / - - / _ a32 MHD N76°39 38 "W i / / FREE , RELOCATE y A e / TOP=422.00' / \ - \ _ -� S/ v , GN 13.43' y / ,. (nP) V�1�ATE \ \ _a29--- /---------' -- / -� MAG W w INV. OUT=419.07' 15" i "DEC _ - ' PUBLIC DRAINAGE ' / / - - - - - _ _ - - - - - 431- - - - _ _ - - - q33 / NAIL RCP ASEMENTUP/TO ,' / / /'------------------� �/ S J /EP l i � p2 - - PROPERJ�'LINE � � ' ' / / � O REMOVE REPLACE 425 / _ / / ' ��v - - - / / / ' / 433 \ A3p' ' / / •^� � \/ � / / ' ^ S0 D-CURB TW/Ir9HD� {� \ _k' ___------ a32 ----------------' __------- r -\/ /\ ; �' // Vl MAG / C / 8"DEC \ 430 - - / 1 / 00 STR-5 OP=42525' NAIL (S V / / B p21 _ - - - - - ' ' /�/ / / _ 5" 5 Q INV. IN=419.2 15" RCP W l l / / / r - - - 43 s REMOVE CUB INV. IN=420. '15-RCP(S) �j l l VACATE SECTN _ -433 , - - _ _ - - - J �/ / / / \ OUT= 9.14' 18" RCP ^l l \ �9QG Fq II 8" DEC - / \ \ \ \ ' -437 _ _ _ _ _ / / IRON (5`) J , - , ' ' - - - _ - - VACATE SECTION / \ / / / 18•• d OFACSA EASEMENT _ Q� _ 434 - OF ACSA EASEMENTCURB /Lu o RAOP G \ / -432 - - _ / /-. NAIL \�\ \ \ ' z s (ADA W/ SD CURB INLET W/ MHD 0 / 8"DEC \ ' �^ - / / / ' - ' _ _ 435 - , / G^ / (F) \ / / \ Q O i DWS / TOP=425.59' Fq�� b3 ----- _� ' '- \�\N693 __,----- - // / / 8„ s //, _ / Lu INV. IN=421.32' 15" RCP (S) oG�e c \ / p . ' / / �p �. SOS•�y ` \ \ \ / / �Q p \ /// m INV 1N=421.34'15"RCP , 3 , �• '/ CONC. \ REFUSE >3 9 - - 436_ / ' / / / / \ Q DEC LL INV. OUT=421.16' 15"RCP s p3� ti / PAD ti� // (A 0 J oyA„ PK NAIL (F) / U EX. 30'& VAR. WIDTH �� / �� /°pA /d�/ ^�� p31 _ , - / ,// Q z O EX. VAR. WIDTH ACCESS EASEMENT IRON (S) / \ o DRAINAGE \ l `9i. / P �- EASEMENT DB. 3339, PG. 701 \ _ _ ` - a3 ' / s , - / / EX VAR. WIDTH / \ u W r a / _/ DEPRESSED / / DB. 3339, PG. 701 \ _ �� p36 / ' _ �W \ CURB \ - _ \ -436 / UTILITY EASEMENT' / W z \ pgd p 6 \ c'i� _REMOVE CURB / / '� FOR ACSA \ DB. 3657, PG. 564 / ��/MHD SAN sLi TMP 78-9B REMOVE CURB TOP 438.31' \ P� \ ` . IRON sqN\ �y Ni \ / / O GUADALAJARA CORPORATION IV / / / _ 5 J' TOP=439.20' ? DB. 3339, PG. 710 / /yAG EX 20'&VAR. WIDTH (S) C/' s �p9 \ %/' INV. 1N=434.12'24"RCP(E)\ v CURRENT USE: RESTAURANT / _� / 'UTILITYEASEMENT' \ INV 1N=434.19' 18'HDPE EX 20' WATER LINE /NsjIL (S) / / - ! �_ �Q INV. OUT=433.95'24"HDPE \ b ZONED. HC / \ FHA TO BE RELOCATED FOR ACSA CONC. / / EX. 30' &VAR. EASEMENT FOR / / d a d39 / AND REPLACED DURING DB, 3657, PG. 564 / DRAINAGE IRON / \ ACSA / / / 8' PHASE 2 E&SC SEE SHEET C4.0 FLUME \ / / 18 %' EASEMENT ESS 3 DB. 3339, PG. 701 / J p3 ( ) PIPE INLET, 12" HDPE \\/ (S) / DB. 3657, PG. TMP 78- I I B 1 (HW, L=4) �\� _-� / /%' 564 SANDAV, LLC ? INV (IN)=436.68' \\ (j 1 \ / DB. 4559, PG. 55 (VESTING) MHS (WI DROP CONN.) \\\�. �PP\V %' DB. 4174, PG. 1 (PLAT) TOP=43701'\\\ y� N40018'12" ' CURRENT USE: COMMERCIAL CAR SALES PARKING TMP 78-9C / IN�V/N 431.5T INSPECT. \\ \ l 13.85' / / �OP=439.34' HS ZONED: HC - < TAP INVESTMENTS, LLC \\ _ m / INV. 1N=419.72' 8" PVC E Li \\ \�/ / / DB. 3657, PG. 606 // DROP S2091 8"PVC PA D4.361 \\ ` �\ / / ( ) \ INV OUT=419.64' 8" PVC _ \ / CURRENT USE: NEIGHBORHOOD SHOPPING () \\ ZONED. HC INV IN=420.11' 8" PVC (W)- " \ / INV. OUT=420.02'8"PVC f oe No. / P VACATE ' SD INLET W11 GRATE�TMP 78-9A 49421 / EX.20'PRIVATE TOP=439.48' �ELO SANDAVLLC DRAINAGE EASEMENT / INV. IN=436.18' 12"RCP(S) DB.3383, PG. 604 SHEET No. DB. 3657, PG. 564 INV 1N=436.08' 12" HDPE (W) 0# CURRENT USE. AUTOMOBILE SHOWROOM 6„ INV OUT=435.90' 18" HDPE �� ZONED: HC Cz. 1 a i c L EROSION AND SEDIMENT CONTROL NARRATIVE: MINIMUM STANDARDS: GENERAL EROSION AND SEDIMENT CONTROL NOTES: THIS PROJECT INCLUDES THE CONSTRUCTION OF A HOTEL, AND ASSOCIATED PARKING, LANDSCAPING, AND UTILITIES. THE TOTAL LIMITS OF CLEARING AND GRADING FOR THE PROJECT IS 2.30 ACRES. ADJACENT PROPERTY THE PROJECT SITE IS BOUND BY VACANT COMMERCIAL LAND TO THE NORTH, AN AUTO DEALERSHIP TO THE WEST, A COMMERCIAL CAR SALES PARKING LOT TO THE EAST, AND BOTH A RESTAURANT AND NEIGHBORHOOD SHOPPING CENTER TO THE SOUTH. EXISTING SITE CONDITIONS THE SITE CURRENTLY CONTAINS VACANT LAND THAT CONTAINS LIGHT VEGETATION, BRUSH, AND SPARSE TREES. OFF -SITE AREAS THIS PROJECT INCLUDES WORK WITHIN THE ADJACENT ROW TO RELOCATE EXISTING STORM PIPE. CRITICAL EROSION AREAS THE SITE CONTAINS MANAGED STEEP SLOPES. ALL SLOPES STEEPER THAN 3:1 WILL BE STABILIZED WITH BLANKET MATTING. STORMWATER RUNOFF CONSIDERATIONS UNDERGROUND PIPES WILL BE USED TO CONVEY STORMWATER ONSITE. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 3. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. 4. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER AWAY FROM A DISTURBED AREA. 5. CULVERT INLET PROTECTION - A SEDIMENT FILTER PLACED AT THE INLET OF A CULVERT WITH SILT FENCE AROUND IT TO PREVENT SEDIMENT FROM ENTERING INTO THE STORM SYSTEM. 6. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 6.1 MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 7. SILT FENCE - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT ALBEMARLE COUNTY COMMUNITY DEVELOPMENT BUILDING. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL SAFETY FENCE, CONSTRUCTION ENTRANCE, SILT FENCE, AND INLET PROTECTION. 3. REMOVE EXISTING STORM INLET STRUCTURE "STR-2 SD", RIPRAP, AND SIDEWALK AS NEEDED. EXISTING STORM PIPE "RCP-1" TO REMAIN DURING PHASE I AND UTILIZED AS CONTROL COMPONENT FOR PIPE OUTLET SEDIMENT TRAP, AS SHOWN ON SHEET C3.2. SEE SHEET C2.0 FOR EXISTING INFRASTRUCTURE REFERENCES. 4. INSTALL DIVERSION DIKES, CLEAR AND GRADE PIPE OUTLET SEDIMENT TRAP AS SHOWN ON SHEET C3.2. SEE THIS SHEET FOR TRAP DETAILS. 5. INSTALL PROPOSED STORM STRUCTURES AND STORM PIPES AS SHOWN ON SHEET C3.2. 6. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE PER C3.0, BEGIN ROUGH GRADING PROJECT AREA AND FILLING LOWER LEVEL BUILDING FOOTPRINT AS SHOWN ON SHEET C3.2. APPLY SOIL STABILIZATION BLANKETS FOR ALL SLOPES THAT EXCEED 3:1. 7. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II 1. INSTALL THE REMAINING PROPOSED STORM SEWER PIPES, STORM SEWER STRUCTURES, AND INLET PROTECTION AS SHOWN ON SHEET C3.3. THE STORM MANHOLE (STRUCTURE 104) IS TO BE USED AS A TEMPORARY INLET FOR THE EXCAVATED DROP INLET SEDIMENT TRAP IN PHASE II, UTILIZING A 24" GRATE TOP IN PLACE OF THE MANHOLE COVER. 2. ONCE THE PROPOSED STORM SEWER SYSTEM IS INSTALLED, EXISTING STORM PIPES (24" RCP-1, 18" RCP-2, 18" RCP-3, AND 18" RCP-4") AND EXISTING STORM STRUCTURE "STR-4 MHD" CAN BE REMOVED. 3. ALL STORM SEWER PIPING AND STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. CONVERT THE PIPE OUTLET SEDIMENT TRAP INTO AN EXCAVATED DROP INLET SEDIMENT TRAP AS SHOWN ON SHEET C3.3. 5. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE III 1. INSTALL UTILITIES AS SHOWN ON SHEET C3.4. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SEEDING TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. APPLY SOIL STABILIZATION SEED MIX FOR ALL SLOPES THAT EXCEED 3:1. 3. ONCE THE CONTRIBUTING DRAINAGE AREA TO SEDIMENT TRAP HAS BEEN PERMANENTLY STABILIZED AND APPROVED BY THE ESC INSPECTOR, REMOVE SEDIMENT TRAP. APPLY PERMANENT SOIL STABILIZATION AND STABILIZATION BLANKETS AS REQUIRED. 4. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE ES-1: UNLESS FOLLOWING CRITERIA, TECHNIQUES AND METHODS: AND SED LATEST E MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER REGULAT FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR ES-2: THE CON LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT EVALUATI FOR MORE THAN ONE YEAR. ES-3: PLACE AL MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR GRADING PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND ES-4: MAINTAIN SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. ES-5: PRIOR TO MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY (INCLUDI STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS CONTROL ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. AUTHORI MS-4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP ES-6: PROVIDE SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE SEDIMEN FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. ES-7: ALL DIST MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS LAND -DI IMMEDIATELY AFTER INSTALLATION. ES-8: DURING MS-6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL PUMP INL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. ES-9: INSPECT A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE MAKE AN AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. DEVICES B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN SOILS INFORM OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. 71D: RABUN CLAY LO RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 88: UDORTHENTS, MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. 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. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. SEE SHEET C3.2 FOR PLAN MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE VIEW DETAIL. INSERT 18" ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT CMP INTO EXISTING 24" RCP. POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF GROUT FOR WATER SEAL. CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE 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. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, CHAPTER 8 PAGES 20-24. OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION IMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE DITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA IONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. TROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND ON OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. L EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, , OR LAND DISTURBANCE. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS NG, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL TY FOR REVIEW AND ACCEPTANCE. ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND TATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) URBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING STURBING ACTIVITIES AND DURING SITE DEVELOPMENT. DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE, ENSURE THAT ET IS KEPT ABOVE SETTLED SEDIMENT. ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. Y NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL IMMEDIATELY. ATIO N AM, 15 TO 25 PERCENT SLOPES LOAMY, 2 TO 25 PERCENT SLOPES GRAVEL CONE (VDOT#1 CONVERTIBLES) Figure 4 - Pipe Outlet Sediment Trap Pipe Outlet Sediment Trap (D/A: 1 to 2.99 acres) (Loudoun County Cod. Ord. 1220.01(c) 3.0' _{ TOP OF DAM: 417' 18" CMP PERFORATED R"m 3.5' MIN. O O O TOP OF RISER: 415.5' O O O BOTTOM OF DRY _QII� STORAGE = 413' BOTTOM OF TRAP: 409' CONC.BASE 6" 18" OR 4' STEEL BASE (A5 SHOWN; 18" CMP BARREL / 2 TIMES RISER DIA. CROSS SECTION THREE ROWS OF 1" HOLES SPACED 6" APART VERTICALLY. (9 HOLES TOTAL.) A GRAVEL CONE OF VDOT #1 CRUSHED AGGREGATE MUST BE PLACED AROUND THE RISER TO PREVENT CLOGGING OF THE PERFORATIONS. RISER DETAIL NOTE: CONTRACTOR SHALL NOT ENCROACH PAST THE PROPERTY BOUNDARY DURING CONSTRUCTION 134* CY/Ac STORAGE VOLUME REQUIRED *67 CY/AC wet storage and 67 CY/AC dry storage. Phase I Pipe Outlet Sediment Trap Designed for Phase with Largest Drainage Area Trap Volume Elevation Area (so 409 410 411 412 413 414 415 415.5 360 557.6 827.94 1102.1 1416.87 1775.65 2182.09 2395.01 Required Storage Volume (cy) 16.99 25.66 35.74 46.65 59.12 73.29 42.38 300 97.2 CY Wet Phase 1 1.45 AC Top of Dam Top of Riser 417' 415.5' *67 CY/AC Wet *67 CY/AC Dry 97.2 CY Dry �N1tx Bryan A Cichocki Z Lie. No. 53741 � /Z//Z/zz- z w O CJ z _O z H O U U) O () U z O m > to w z g a F DATE 0612812022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A U) 1--i Uj 0 U�JI w Vl Z 0 0 .� 2: Q > w z Q �- zwz 1- 4 co O J w <U U 0 zz J � W U W z '� LU O V) 66 z 0 V 0 oC W JOB NO. 49421 SHEET N0. C3.0 c a 159 L Provided Storage 125 CY Wet 175 CY D 1. SET THE STAKES. 2. EXCAVATE A 4"A 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. PERSPECTIVE VIEW KA ENTIONAL METAL (T) OR (U)POSTS sf WRE,i FABRIC LINE POST I I 5 10 GROUND LINE ` MAX. BRACING CONCRETE FOOTING PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE METAL FENCE SAF 3.01 SAFETY FENCE POINTS A SHOULD BE HIGHER THAN POINT B. No Scale DRAINAGEWAY INSTALLATION (FRONT ELEVATION) TYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL (STABILIZATION SF SHALLOW BLANKET) SLOPE SILT FENCE (W/O WIRE SUPPORT) ON SHALLOW SLOPES, STRIPS NETTING PROTECTIVE COVERINGS MAY BE APPLIED No Scale ACROSS THE SLOPE. WHERE THERE IS A BERM AT THE BERM S(ONE TOP OF THE SLOPE, BRING THE CONSTRUCTION MATERIAL OVER THE BERM AND ACCE 5 3" SV-2A As�HALT 'OP FLOW II. 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 4" FLC SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) k. ,i • • • • ?tic �✓, O`�u! '. z .Ir-I .I �; o .�+ i1�. E • • •�•' •' 000�\\�\ti 0�\�si��i�. Q•y t�1�y�I�� i��Ii►. Q� �11i• �►1Ti Jill y;{n p �'p L ��.ip I - � ' • • +1� lin Tr IJ- • 1 �• BM SOIL STABILIZATION BLANKET No Scale ERNST CONSERVATION SEEDS RIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132 BOTANICAL NAME COMMON NAME PRICE/LB 30.00% FESTUCA RUBRA CREEPING RED FESCUE 1.90 20.00% LOLIUM PERENNE, PERENNIAL RYEGRASS, 1.85 'FASTBALL RGL' 'FASTBALL RGL' (TURF TYPE) 20.00% PHLEUM PRATENSE, TIMOTHY, 'CLIMAX' 1.20 'CLIMAX' 12.00% TRIFOLIUM HYBRIDUM ALSIKE CLOVER 3.25 10.00% AGROSTIS PERENNANS, AUTUMN BENTGRASS, 14.00 ALBANYPINE BUSH - ALBANY PINE BUSH - NYECOTYPE NY ECOTYPE 8.00% AGROSTIS ALBA REDTOP 8.00 100% MIX PRICE/LB BULK: $3.61 SEEDING RATE: 40-60 LB PER ACRE WOODLAND OPENINGS THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR WOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIX FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF THE MIX WILL NOT. SLOPE STABILIZATION SEED MIX JS7 Exr_ND FLL_ ',vI�TH A 3.36-1 OP NCRESS AN, EGRESS OPERATION) TMENT-1) PLAN 'I-- - - ---I?' VIN EXISTAIC PAVFVFNT' POSITVC DRA. NAGC TO SEJIVENT TRAPPING OEVICF - - -jP(I LI'VL 'uRAINAGL TO SE7IVENT ". IRAPPING 13�, ('I Urn iardtiras •a�,ar�}ReCr��i.*� FILTER Cl -_-I I-' .... SECTION A -A A nlnlilatun water tap of 1 filch uulst. be installed with a minhimm 1 nroh ballcock shutoff valve Supplying a wash hose with a chatlleter of 1.; filches for adequate w pressure. constant )le_. 1 � 1 . to e NVash water nn1, t L e calrlecl away L olu the entrance to an l 5 approved settling area to remove se(fiuent. All sediineut -shall be prevented 5 onI entetiltm Stolln drams, (itches Or watel'course5. PAVED WASH RACK N-) Scs_r PAVED CONSTRUCTION ENTRANCE No Scale Phase II Excavated Drop Inlet Sediment Trap design drainage area (acres) < 1 0.89 trap volumes: elevation (ft) area (sf) volume(cy) 420 2447 421 2937 99.7 421.75 3322 86.9 186.6 Storage: storage required (cy) (134*DA) 119.3 bottom of excavation (ft) 419.75 top of inlet elevation 421.75 storage provided (cy) 186.6 slope of wet storage sides 2-1 TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 20G-250 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS ` 0-10% KENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN MINIMUM OF THREE (3) UP TO FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA. 125 LBS. GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP " 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP " 20 LBS. CROWNVETCH "` 20 LBS. 150 LBS. ` PERENNIAL RYEGRASS WILL GERMINATE FASTER AND AT LOWER SOIL TEMPERATURES THAN FESCUE, THEREBY PROVIDING COVER AND EROSION RESISTANCE FOR SEEDBED. " USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: MARCH, APRIL THROUGH MAY 15TH .............................. ANNUAL RYE MAY 16TH THROUGH AUGUST 15TH......................... FOXTAIL MILLET AUGUST 16TH THROUGH SEPTEMBER, OCTOBER...... ANNUAL RYE NOVEMBER THROUGH FEBRUARY................................. WINTER RYE IF FLATPEA IS USED, INCREASE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LLVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PS 3.32 PERMANENT SEEDING MIX FOR PIEDMONT AREA �No Scale EXCAVATED DROP INLET' SEDIMENT TRAP STORM WATER WfTH LARGER PARTICLES REMOVED DRAIN INLET RUNOFF F LOW now r 1 � f/ �\ FWW DEPTH BELOW TOP OF INLET: MIN. V- MAX. 2' WEEP HOLES FOR IDEWATERING •ter SPECIFIC APPLICATION LARGER PARTICLES SETTLE OUT THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. Source: Michigan Soil Erosion and Sedimentl Control Guidebook. 1975, and USDA-SCS PHASE II EXCAVATED DROP INLET SEDIMENT TRAP No Scale Plate 3.074 COMPACTED 18" MIN. 4.5' MIN. DD CWD TEMPORARY DIVERSION DIKE No Scale EXISTING GROUND 1 �CWD TO HAVE VDOT STANDARD EC-2 MATTING ON UPHILL SIDE FLOW 70' MIN. 5:1 EXISTING A03' PAVEMENT FILTER 8 M MOUNTABLE BERM CLOTH (OPTIONAL) SIDE ELEVATION RACK J 10' MIN. BNAL L 10 EXISTING 12' MIN.SMIN. ODRAINAGETO PAVEMENT VDOT #1 COARSE AGGREGATE BVE T 10' MIN. L *MUST EXTEND FULL WIDTH OF SEDIMENT INGRESS AND EGRESS OPERATION TRAPPING DEVICE PLAN VIEW 12' MIN. 3" MIN. I 3" MIN. FILTER CLOTH SECTION A -A fee REINFORCED CONCRETE DRAIN SPACE CTI O SECTION B-B CE STONE CONSTRUCTION ENTRANCE No Scale ij GRAVEL FILTER 12 RUNOFF WATER WIRE MESH _ FILTERED WATER .6 SEDIMENT I A. CONCRETE .- GUTTER CURB INLET 12" * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. IP STORMWATER INLET PROTECTION No Scale PLANTING DATES SPECIES SEPT. 1 - FEB. 15 50150 MIX OF ANNUALRYEGRASS (LOLIUM MULTI-FLORUM) & CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 -APR. 30 ANNUALRYEGRASS (LOLIUM MULTI-FLORUM) MAY 1 -AUG. 31 GERMAN MILLET (SETARIA ITALICA) RATE (LBS./ACRE) TEMPORARY SEEDING PLANT MATERIALS No Scale 50-100 60-100 50 Bryan A Cichocki 'Z I• --I Lie. No. 53741 N UI > E �n ° E z w -- w I.- V W 3 aLLo3 0 U. - w 0 `m O ,^-I-I j U W Z n O o yoN- O U W w v Z H U 30 n¢ (n z O o¢ LU =w v U) V CILI > F O m C I^ 0 N .N. U) M o! U) 00 J � z g U6 a O x C7 0 H p N N w F 0 N = Q N U a 1714 O DATE (n 0612812022 O DRAWN BY T. BRIGHT DESIGNED BY • • T. BRIGHT • CHECKED BY 3.02 B. CICHOCKI • • SCALE N/A • Il 0 V 1 LU z Q I -I LU Q z z(Dz aLU0 2! z co J U0U Q z 1 7 a OU LU 3.07- 6 Zz I� O ,�^ v , 06 z 0 V I 0 W 3.31 JOB NO. 49421 SHEET NO. C3.1 a c n n M c-: r r 0 d L 3 c a O 20 n 12z n0 o 2 c m E o a c m a0 Oc �� C7 3 In z„ 02 � a 1 `o.2 s a25 2 .§ 0 d m h X C d16 :Ee 12 t �R E `o 86 06 a c �a 10 a 0 2.2 N c b �N wa_ C V W a� N N d .E L NOTE: CONTRACTOR SHALL NOT ENCROACH PAST THE EROSION CONTROL LEGEND PROPERTY BOUNDARY DURING CONSTRUCTION * TH Or LIMITS OF DISTURBANCE OUTLET PROTECTION. SEE NOTE = O f PROVIDED ON SHEET C6.3. ®®®®® SEDIMENT TRAP DRAINAGE AREA - Bryan A Cichocki' 4 aos — — — OP SAF Lie. No. 53741 � SAFETY FENCE 3.01 U FI I CE PCE CONSTRUCTION ENTRANCE 3.02 / -410— R REMOVE EXISTING STORM INLET "I SD". SF SILT FENCE 3.05 SIONAL i�N1tx INSERT 18" CMP INTO EXISTING 24" RCP AND IP ® INLET PROTECTION 3.07 __ -----_ =, GROUT FORA WATER SEAL. INSTALL 'd11 1 IF, PERFORATED 18" RISER STRUCTURE AS DD o I DETAILED ON SHEET C3.0. __-----___ DIVERSION DIKE 3.09 nNc .h'_____________=________--__--_� ST SEDIMENT TRAP 3.13 > E 12 PERFORATED 18" RISER STRUCTURE / / I I , ` w °/ E z I I DETAILED ON SHEET C3.0 e TMP 78-9 OP = >Lu IP II II 4 ( ) TCO PARTNERS LLC O OUTLET PROTECTION 3.18 a 3 SF SAF I / I \\ \ DB. 4710, PG. 713 TS TEMPORARY SEEDING 3.31 w C Ov CURRENT USE: VACANT COMMERCIAL LAND W t 414 �—mum SF SAF / j j / / ZONED: HC pg PERMANENT SEEDING 3.32 o N p Z) 47 415 / O MULCHING z "- w n*! Of O ul 417 417 41 I 3 T S� __ � I I MU 3.35 �� x N z w .. AREAS TEEPER -4>a- SFS� ' 417414 ^ 41 7 a1s - - - - - - - ' I F P \\� \\ BM THAN 3S1 TO BE 3.36 0 s > � p E w in STABILIZED W.. ITH = ¢ u m 412 - - 417' - - , - / // ` \\ STABILIZATION ~ o N N BLANKET M w 415� 422 DD i DC DUST CONTROL 3.39 o w ~ --_ -- - --- -- 34' 0. ; 424 204 IP ' ® `\ SOIL DIVIDE g - - 'CL O - _ ° * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER a SOIL TYPE: a M 12E 0 ,' f I • ' 416 ! ' � / a � � 417 iiI I _gym m 42S ,® __ IP 0 I _ - 418- - - - - - 4/, I / EQUIPMENT ACCESS 'i SEDIMENT TRAP (SEE SHEET C3.1 FOR DETAILS) ® / DC TS / / �� j o '420 =— 1 / I p PHASE I DRAINAGE AREA: 1.4 / / - _ w ry I IT DO 422 ,- 424----TOTAL STORAGE REQUIRED: 194. Y p - / / 427 DDID= Q ry 418 I I 418 - BIN -- _ �p' /TOTAL STORAGE PROVIDED: 300 CY / / / a. ' I IN ' I I BOTTOM ELEV. = 409 4 205 z ` b 1 I 426 - ' TOP OF DAM ELEV. = 417 \ / _ _ DATE - ' - p PHASE I PIPE OUTLET SEDIMENT SOIL TYPE 428 ' 0612812022 10, ' m ' / _ TRAP IS TO BE INSTALLED PRIOR TO p / 71 D IF, o0 o -4/ / i , i i ; 11 / ao Y DRAWN BY { �r m THE START OF PAD GRADING AND / SAF l I ' / i r' �' '� m �_ � -425 SOII�dROUP:B / p OTHER UPSTREAM DISTURBANCES. �� ,' / IP Z T. BRIGHT / \ SF ! i , ' p , ' SEE SHEET C3.0 FOR PHASE I SEQUENCE OF INSTALLATION. / / , ' , / I � DESIGNED BY 42p_ SF T. BRIGHT / \ ^, •• v bti2 / / - _ / m m dti i SCALE 1 "1 / I i j p, / 'BUILDING FOOTPRINT / _ - ' / p / , SAF \ • CHECKED BY j M i ! ! ! ' FOR REFERENCE ONLY / ' i ' 0 20' 40' v -424 — — — FFE= 428.6,5% ' ' , ' ' /' ` \ \/ '_ • B. CICHOCKI I, I j �- ' / �' ' / ` • • SCALE / i ' Q`I' / / / • IP ' - -422 ! i j i i 'B � / _ , , ' .425 DC TS DD max' 422 /i /,SF 426 _ 0 / / / • 15• CP SAF <m p-------- d _ / -427 1 / / W426 ' i / ' _ 428' , ' _ — _ , / / I �f ) / DID / 429 T / I IP _——— —— —— —— Gj I _ 429- - SEDIMENT TRAP / _ a31- _ - - _ _ 433- /' / Iui / ® - ' FOR VEHICLE / - - - - /_ WASH RACK AND 425 /fII� AZ6 ® _ - - - - -' ' CONCRETE WASFjOUT /' DID i ® _ _433. -43 /' _ --4,------- - - - - -- DC TS / /' /' ® -433 / ` \ / /a3 / / \\\\� OIP _ ___ // \ / d ��r i -43 _ 2 ® - _434-' DC TS \G� b2g CONCRETE -WASHOUT - - — — 1 / _ - SAF \ \ \ /' Q � O LLJ _ 7 / \` ` - _ / / / \ /'/ ICI ca Z / c\/ d3�' � - � VEHICLE ,/ �� � � `�9F �------' �/ /� � SAF / WASH RACK / / / - - _ ` - 436' ' - - - - / / W Q W SF ` % \ (� o MOUNTABLE D91 � Sqp 31. , - - / \ / / / > LIMITS ` ' b \ b� BERM DISTURBANCE dad // =2.3 AC N/ (5 ' ` i / a 0 w/� PROVIDE GATE FOR CE \ - - / / ' -- _—^ \ - .438 / W W CONSTRUCTION \/� �' _ \ ` \ �Pi ENTRANCE \ b'� / SOIL TYPE: TMP78-9B 88\�W d35 ® GUADALAJARA CORPORATION IV DB. 3339, PG. 710 \ e` SAF CURRENT USE: RESTAURANT �� y ® / / _ O ZONED. HC \ / / b00 TMP 78-11 B 1 O SANDAV, LLC 7 / EXISTING FHA `\ / ' ' DB. 4559, PG. 55 (VESTING) DB. 4$I�i�FTC PLAT) Lu CURRENT USE: COMMEMAL CAR SALES PARKING / TMP 78-9C / \\ / ZONED: HC _ — TAP INVESTMENTS, LLC DB. 3657, PG. 606 \ \ \ CURRENT USE: NEIGHBORHOOD SHOPPING ZONED. HC— / JOB ` . �Ttha7t,9A 49421 SANDAVLLC / DB.3383, PG. 604 SHEET N0. CURRENT USE.' AUTOMOBILE SHOWROOM / ZONED: HC C3.2 c 5 a c F� L NOTE: CONTRACTOR SHALL NOT EROSION CONTROL LEGEND TH OF ENCROACH PAST THE PROPERTY BOUNDARY DURING CONSTRUCTION = = LIMITS OF DISTURBANCE EP OUTLET PROTECTION. SEE NOTE PROVIDED ON SHEET C6.3. ®®®®® SEDIMENT TRAP DRAINAGE AREA - CURB CUT Bryan D. Cichocki _ 409 — — — , 0P SAF Lie. No. 53741 SAFETY FENCE 3.01 U A /Z�/Z�22 �I I CE PCE CONSTRUCTION ENTRANCE 3.02 / -410— � 1111R SF SILT FENCE 3.05 `SIGNAL I�N1tx IP ® INLET PROTECTION 3.07 -q11, / - �P I IP-------'---------------------- DIVERSION DIKE 3.09 S -- -- ------ - ---------- N c /' -'/ 11 a a� h' /'------------------------------� ST SEDIMENT TRAP 3.13 > �n - 1I z - - ' 4t2' -PROPERTY BOUNDARY 1 ' a6 b1 ^�' CBG w / b \ \ TMP 78-9 OP OUTLET PROTECTION 3.18 w > 3 g 400 IP 1 114 100 \ 0.^ \ \ TCO PARTNERS LLC a FL 0 3 O 0 401 EP / / \ DB. 4710, PG. 713 TS TEMPORARY SEEDING 3.31 0 � . u w m / / I CURRENT USE: VACANT COMMERCIAL LAND C W t rm - - - _ 402 /' j j ZONED: HC pg PERMANENT SEEDING 3.32 w 1 _ ui p z -�- 106 SF SAF I II /' ���\ a�ory a O 1 102 / ^ I - \ MU MULCHING 3.35 z H w M V SR_2A4 I 3O'nx vOi O SAF I BM AREAS STEEPER 3.36 1 0 in _ - -474- _ - - / - SF / A21 _ 416 - 422 - - - / - - - - ^ FA \\\ .\ STABI IZE WITH F ¢' m 421 - - YA_ TABILIZATION g N > N ry BLANKET v w F IPTTOMAF ® - 6 assT/y �� \ ~ M �SRAP EL.= 420' 0 / DC DUST CONTROL -- --- ---- --- - / - 'QZ ® /' / / 204 S2p' GSC �� 3.39 z --- ---- --- TEM / ® A2. An S69 SCR SOIL DIVIDE g 4 3 422 bL IP \ 5 N sq4 / a PORAR1G24" / .' "a22 - - vi Oa / "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER - - - -476 ` / GRATE TOP 421.75' / 421 \ SF SOIL TYPE: 423 / ® �' \ SAF ��� 12E O N m �o -I- _ - - -419 U ' � � / - -------- -`-io / / \ I _ _ Vl DATE / - - - > W V M M 425 0— / , DC TS I---------- =10 / Sol] PE ' / 06/28/2022 U � > ❑ - -4l /i -t /' /' ---� --I 1D 206 / IF, / DRAWN BY /Z cd SAF / i -425 �11 SO dROUP:B / o DIRECTION OF / IP \ ! z T. BRIGHT 0Q SF - / \ 1' 428 EXCAVATED DROP INLET SEDIMENT TRAP ,/ PIPE FLOW (TYP.) Q2 \ (SEE SHEET C3.1 FOR DETAILS) ® \ / \ DESIGNED BY DRAINAGE AREA: 0.89 AC ® / � � SF / •• T. BRIGHT 'Q23 I TOTAL STORAGE REQUIRED: 119.3 CY ® 8 6 / dti / may SCALE 1 "=20' / p TOTAL STORAGE PROVIDED: 186.6 CY ® / / SAF \ cqo • CHECKED BY BOTTOM ELEV. = 420 / TOP OF INLET 421.75 207 \ 0 20' 40' : • B. CICHOCKI 421 = ® \ 208 / / /' � \ \ a32' i sue' SCALE co \ 1 "=20' � p IP _ _ - _422\ ® 209 b / \ ' b22 ® \ 210 p33 / x SF LL 151• CP SAF -423 IF, / "427 //--- --- 211 108 109 DC TS /� I 212 _ , 4 / /Lu _ - --- - ----------' 6 ' - 112 Q ' /TS , - - p`5 - - - / ' / PROPERTY BOUNDAR/Y-A v / IP 213 IP ' T � / / 428 // r /-- /- 9- 214--------- - v - -/ I Wes\ W a 110 c�--I- / � _ - --- - - � -431-- ----''/-- _ Q33 _ -433 DC TS I ' 00 /�� v- - - - ' — / - - - 429 - / / - 34, / / C&G J 11 i / \ �' -430— � / --a3z-'- '------- - - - - -- � - - -- - A � — � ,^ CONCRETE / ' ? /' / 'r Q3Q r /�3 J ( / Q\ v, WASHOUT / 433 \ `h F Uq 430 ' ' / ' ' R5` - - - -q34- \� k<iSq C A29 u:' BM 432 — — _ j/ \ /' Q NN-O / \ 436 �� --- \ / // e — Fq\ / A3p - — 435 -- z ;3 _ zLLJ Gee / c\� d31 432 /// ` ------ I-� ;: PC _ / / yT on 431 // CONC. SAF _ - G 436' / / - Q'� \ \ //'/ W Q Cw / SF 4` 5>' \ BM Got% PAD ` LL BM - / - - - ' / ///' \ O G \ I-4 \c ' `:`>' �.'':'. /b LIMITS \ 3g , Ag1 / J t' \ / �� 433 / ��0 DISTURBANCE \ _ / ' - ' S =2.3 AC\^� /// /� PROVIDE GATE FOR - - _ _—W — s 436 ' W CONSTRUCTION - �/ _ \ / ENTRANCE A Ap A1 �� SOIL TYPE: p® 5 1 1 - - - // \ / L TMP 78-9B 88 \� \A _ \ \ \ GUADALAJARA CORPORATION IV / \ / yP 438 DB. 3339, PG. 710 CURRENT USE. RESTAURANT \ O ZONED.' HC //1 TMP 78-1 I B 1 O SANDAV, LLC D6.4559, PG. 55 (VESTING) DB.4$l�i�FTC PLAT) W CURRENT USE: COMMEMAL CAR SALES PARKING / TMP 78-9C / \\ ZONED: HC _ — TAP INVESTMENTS, LLC— DB. 3657, PG. 606 / CURRENT USE: NEIGHBORHOOD SHOPPING— / ZONED. HC— /O. ` . JOB 2 � 9A 4941 SANDAVLLC DB.3383, PG. 604 SHEET N0. CURRENT USE.' AUTOMOBILE SHOWROOM / ZONED: HC C3.3 a a c 159 L NOTE: CONTRACTOR SHALL NOT EROSION CONTROL LEGEND ENCROACH PAST THE PROPERTY * TH Or CURB BOUNDARY DURING CONSTRUCTION LIMITS OF DISTURBANCE EP OUTLET PROTECTION. SEE NOTE = f PROVIDED ON SHEET C6.3. ®®®®® SEDIMENT TRAP DRAINAGE AREA - OP TR-A Bryan LiN534 409- OcuRecur SAFETY FENCE 3.01 Lie. 1 U ~' ' F CE PCE i CONSTRUCTION ENTRANCE 3.02 / T -410- VTR-$' 111R SF - SILT FENCE 3.05 IIONAL �N1tx O_C&G- _ IP L _ JINLET PROTECTION 3.07 W 40 - ' _---------------- _----------- �— DD E �P I IP---------------- -- DIVERSION DIKE 3.09 a o ^y. SEDIMENT TRAP 3.13 > E �n ' /� b°6 /b1' ^�/ C�GSjR,�� " \ \ O = - � w TMP 78-9 OP OUTLET PROTECTION 3.18 w > 3 g 400 Ip 1114 100 \\ ^A \ \ \ TCO PARTNERS LLC Q W 0 3 O 401 EP , / \ DB. 4710, PG. 713 Tg TEMPORARY SEEDING 3.31 0 w 0 . u w O m ,� CURRENT USE: VACANT COMMERCIAL LAND W t 0 - - - - _ 402 ,' j j ZONED: HC pg PERMANENT SEEDING 3.32 w j - � p z ::) 106 \\ a�oNN ~a O 102 SAFE 4 I ' \ MU MULCHING 3.35 Z F w � c� '� V z b - _ SAF SAF 1 j ' \ 30�¢ In O / SAF _ IP \AREAS STEEPER -414- - \ \ K S I I \ \ BM THAN 3:1 TO BE Ln 3.36 o s N o _ 0� STABILIZED WITH = � .. m 417' ' / \03 4Lq 1'STABILIZATION ~ o N N BLANKET m w F 3 wipT'4 4 cn IP - 415- IP 415 �� 6 ss> h o �/ \\ DC DUST CONTROL 00 00 ~ -- -� -- - / 47s _ , _ _ K �A20 . ' 204 �x SS20 Ue<� �F O 3.39 z --- ---- - IP i , d2� IP \� SOIL DIVIDE g 4 3 ' h ` 644 _ \ CL - - -476 \ SOIL TYPE: * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER ac 3:423 i i. / R�6 12E 0 W _ 1e. _ o / IP 0 SAF H 424 ' / .d23 i p frlj V -419 C7 1-418 Q ' 4 ' 427/ 205 2 A0 / I z O ry W ' ,i r° 425 / PS 10 DATE U V M M i ' MU `--------- "lo SOI i' A c� 06/28/2022 / > ❑ - -419 -� -- o 1 PS , - 206 Ip IF,p DRAWN BY ,Z 42 z a 6 / 425 �R MU 1 ® SAF 1 1 / ' ° o ' DIRECTION OF ' / "`R'�C z T. BRIGHT 0 h1� 11 \ o PIPE FLOW (TYP.) _ _ DESIGNED BY I 420' 427 � � �, SCALE 1 "=20' • T. BRIGHT 0 2040' • CHECKED BY - 20\ �' SAF / \/ • B. CICHOCKI 421 1-1 •� ' I ' � I 208 �� SCALE 9 b�b0,� / \ \ . • 1"=20' 422- 210 IP - - -423- I d23, 427 - - - / '' \\ Ip 3 211 / PS ' � � 427 --- __ ,-- � - - 431 _ M �\\ •.•• 2s � 108 109 MU � ' i � i �_ 212 O Lu 300 ate - \ IP _ 4 y __2 3 110 214 i _ ,�' b9-- � Lu - , 430- / - 43 S '----R3p-------- U r .433AZA E IP Uq \ \ r PS — i -43 - /' -434- 4 RA 22 P G&G \ \ A �9y \ I ' _ - 1 4334 5' \ PS SAF - - - \ / i'' 7 -1 U (ADA W/ cSo� /s b�0/ k\ ----- _ 4` -'-- ' /_- o Kg9 435/ / MU // \'ems i ' L Q / — — _ WS / Cif l�G 1 SAF �. - - - / - PCE 7� B d3 4 / SAF -- Sq -- �' . / G / \ 1-4 m Z \ ' \ 32 PCE b�^" / 1 \ ` REFUSE _ \ b�s6' ' _ ' \ i' W Q w b32' - - _ ? \ MU / V, 434 / i ' 0 433 psi'\� MU d31"i'i Q Z \ 1 DISTURBANCE \ ® _ / / i ' J S Lu �- - 11' 1 =2.3 AC DEPRESSED (s ' 1 i'' a 0 awn PROVIDE GATE FOR - - / 1 --W — �- CURB - - ` - 438 PROVIDE GATE FOR ' W U v CONSTRUCTION d - A3 y�' g0' - - - s CONSTRUCTION 0 ENTRANCE \ SAF i a T W �dt - - SAv� PS /� ENTRANCE SOIL TYPE: -- - - -_ / Z TMP 78-98 88 11 \ N _d35 1 ® �/ �W : \ S %' O Q GUADALAJARA CORPORATION IV ' 7 DB. 3339, PG. 710 / \ \ e\ \ SAF i S /� \ \ \ ' / / / Z CURRENT USE: RESTAURANT ZONED.' HC / /1 TMP 78-11 B 1 O SLLC � - DB. 4559, PG. PG. 55 (VESTING) DB. 4$�XPLAT) Lu CURRENT USE: COMMEMAL CAR SALES PARKING / TMP 78-9C / \\ / ZONED: HC _ - TAP INVESTMENTS, LLC DB. 3657, PG. 606- / CURRENT USE: NEIGHBORHOOD SHOPPING— / ZONED.' HC— / ` . JOB N0. � T�9A 49421 SANDAVLLC DB.3383, PG. 604 SHEET N0. CURRENT USE.' AUTOMOBILE SHOWROOM ZONED: HC C3.4 c a c F� 0 d 0 3 a 0 o o no 1N do am 0 c m E o a c m a0 0 c XB 3 Z z„ o� � a Q § o. d m 7 y N X C 0.0 m c d `o E B6 06 a c 2c 10 a 0 N 0 N N C m C � o C p W n o N d L \ \ \ PROPOSEDLEGEND IRON (F) EX. VAR. WIDTH SWM / TH OF OUTLET, 24'RCP � - PIPE FLOW DIRECTION JRB I INV. (OUT)=404.36' MAINTENANCE EASEMENT? EP IRON (F) DB. 3657, PG. 564 / (TYP.) TYPICAL I SD CURB INLET W/MHD / SDL SIGHT DISTANCE LEFT CURB cur I _ TOP=412.53' SDR SIGHT DISTANCE RIGHT � Bryan D. Cichacld INV. 1N=408.43' 15"RCP (E) / INV. IN=406.79'24"RCP(S) / / © SEWER MANHOLE Lie. No. 53741 I I INV. OUT=406.07'24"RCP / `\ ® STORM MANHOLE ; EX. 20'PUBLIC MHD ` \ \ N/ WATER PIPE �o+t�yG1 "RCP DRAINAGE DRAINAGE \ SANS SEWER PIPE 4Tk;-,III IRON (F) EASEMENT NV IN=1.47' \ \ \ l! /U ZONAL I INV. 1N=415.49' 15" RCP (E) C&G \ _ DB. 3657, PG. 564 / INV. 1N=415.36' 15" RCP (S) \ \ \ \ CONCRETE SIDEWALK 15" RCP INV. OUT=414.77' 15" RCP \ EP------------- - / \ \ m E I I -------------- \\ \ HEAVY DUTY CONCRETE N ----------- ------ \ c I y�24"RCP ---- ----_*____--- SD CURB INLET \ E %�_�y} '11 11TOP=421.61' \ \ cn HEAVY DUTY ASPHALT w v E w PROPERTY BOUNDARY p CMG --- INV. OUT=418.01'15"RCP TMP78-9 °D = > \ \ p w W 3 g DH S 5' SIDEWALK TCO PARTNERS LLC Q < um 3 CG-12 TYPE C () EP RETAINING WALL DB. 4710, PG. 713 \ \ \ z LIGHT DUTY ASPHALT w U. `m ti OV (ADA) W/ DWS WITH GUARDRAIL w CURRENT USE: VACANT COMMERCIAL LAND t 10' IRKING SETBACK Z PLANTING STRIP I � 15" RCP ZONED: HC \ \ w N p S85°2-�HICLE OVERHANG \ PROPERTY BOUNDARY a > $ n° p EX. 20'PUBLIC y5, \ \\ SCALE 1"=20' L M CL V DR INAGE ( ) IRON• (S) SCR 2f11, p l l \ 3 O ' x c� z 2' TYP. III z � „ m EA EMEN F SIDEWALK _ I I �0 \ 20' 40' DITCH LINE � � � LL w � DB 3657,. 564 10 ° D �� 15" RCP O \ \ v O g 5IRON F \ p= � ry z SD CURB INLET W/ MHD / ` \ \ FA /45,� y \ \ F ¢ m N m �° L iLj SD CURB INLET W/ MHD \ \ co . Fn TOP=414.96' / C q A m w INV OUT=411.36' 15'RCP 16 �� 4. a G OeR !ti �q TOP=42728' \ \ v � � 90, O INV. 1N-423.26' 15" RCP (S) \ 00 15" RCP -v BENDS (TYP \\ ° �S 0 • GA 9� V� INV OUT=422.51' 15" RCP \ \ \ z R25' 6"GV (TYP) 26 A� .6, i�R \ \ a 6 CLASS 52 DIP - Ini R240.5' \\ sq4 '� g FIRE LINE E /� 6"X6" TEE \ ° \ \ ui d L \\ SD CURB INLET W/ MHD \ \ C7 6" CLASS 52 6" CLASS 52 • '. TOP =428.85' \ R3 CAP 6" DIP WITH TAP FOR DIP FIRE LINE C FHA. INV IN=424.95' 15"RCP \ \ ";TO V, F.O TER R5' DIP WATERLINE \ \ FHA R20' ITTJN S bN Y ° R5' R3' ON D-3IR.�B SE) \ =o W 18' (TYP) l OUT=424.85' 15" RCP \ \ K �' ° 18' BOLLARDS R3, ` EX 20'PUBLIC \ \ o Q (TYP.)R240.5' s I \ m B o ' 9 6 ARCH PLANS) 6" GV S' �Av' 15" RCP DRSEMENT \ \ U Q U RT RAILING (SEE yo \ Lu F n 22' i 1' CURB BE(VDS �. F DB. 57, PG. \ ry Z = a a CUT (TYP) g CLASS 52 (6) 6" RISERS g' (Typ) R3' 6"X6" �� 564 \ o r m I . 6' 6' DIP FIRE LINED TEE ?\ \ EX. 20'SANITAR Y SEWER DA-E W Q p M 9. v O. \ \ EASEMENT FOR ACSA > co V 3 CO I 26' \ \ DB. 3657, PG. 564 06/28/2022 Q o o t- -18 - - N • '• \ O EX 20'PUBLIC06 , Z R3' DRAINAGE g- (TYP) ` � \ DRAWN BY EASEMENT co BOLLARD (6) 6.5" RISERS 00 MHS (W/ 3.05' CONIC) T. BRIGHT Lo 5' SIDEWALK \ \ TOP=433.05' DB. 3657, PG. 564 ( P) v ; ' �P) RAILING (SEE ° 16 (TYP) ` 6" FIRE LINED CANOPY ° 5' SIDEWAL \ \ INV. 1N=416.70'8"PVC (S) F" r' ARCH PLANS) • DESIGNED BY CONCRETE PAD FOR HEAT PUMPS FOOTPRINT 11.75' ` \ INV. OUT=416.59'8"PVC EX 20' &VAR. W 3" DOMESTIC LINE A 6' 6' \ P=432. C \ \ • T. BRIGHT WIDTHPUBLIC I GREASE INTERCEPTOR. I11' �{ ` lNJ<OUT=428.3 "RCP �G DRAINAGE PRODUCT SELECTION BY MEP. RT \ 4 q \ • CHECKED BY EASEMENT I RETAINING WALL CG-12 TYPE C MODIFY AS NEEDED FOR BUILDING LOAD PLANE. ` �\ 15"RCP DB. 3657, PG. I `� WITH GUARDRAIL (ADA) W/ DWS 6" CLASS 52 A \ \ • B. CICHOCKI 9CONCRETE PAD FOR HEAT PUMPS 564 I U I 1' CURB TRANSITION DIP WATERLINE R3' 9%\ \ \ (,S) > • • SCALE IR FOURTH CANOPY (F #M N BUIL NG FLOOR 15.94' FOOTPRINT �\ \ 1 "=20' (F"�/ I 22' I STEP BACK FLUSH CURB R \ • (S) (SEE SHEET C5.1) R3' 'off ` • A � PEB ADA WS 1 ° SIGN SPACE TYP WHEELSTOP .18 16 (TYP) \`\ \ ° (TYP) (TYP) \ PLANTING STRIP FOR CG-12 TYPE C 15" CP R31.09 I TRANSITION FROM (ADA) W/ DWS 9' (TYP) c��` ° VEHICLE OVERHANG =/ \ \ CATCH TO SPILL GUTTER \ ", \ \ TH VARIES) �e MHS 1' CURB TRANSITION-�D / TOP=435.35' INV. 1N=4272T 8" PVC (E) G MAILBOX INV. IN=418.22' 8" PVC (S) RELOCATION MONU ENT SIGN AS NEaEP INV. OUT=418.13 8 PVC tr `q. IP CLASS g' / e. S PROPERTY BOUNDARY � .�R155.29' 8 v° 52SANITARY � CG-12�1'P B 30' MAX BUILDING SETBACK I I RO 5' R25 R3 MAIN R25' \ F MHD N76°39'38"W I I \ I ENTRANCE18 6 y R3' 900 SIGN°RELOC T W� v, TOP=422.00' 13.43' I / /l \ \ - 8'-- 8'- TRENCH DRAINS I BEND _ \ 7 INV.OUT=41 15" I � \ \-\ I �EEryDETAIL� tF8' g'�►�g,�� � � R3 � �� MAC W RCP \ -_-rR118.15-- L _I R0.5' 5' S'J VEHICLE RATEDg/ A + _ 2 CLEANOUT MA G 2 j/lY \ R105.63'� �- 22' R100' 26' NAIL (S V 11 ---- - - Sq Vl h \ R100'J 6" PVC SANITARY N 35.1' (S ; 5ry / / \gyp Q ^/ \ R3' R5' R25' RETAINING R10 CG-2 WALL RF R147'j \, / l s / 18 7 (D W ! *0p 6o R3 (TYP) \ \, 45' \/ Z ; 1-4 00'APP OXIMA LY /EP �,q<7 \ 45° 16' \ \ R10' \G b `SC 8' BEND Sq BEND 18' O \ \ Q TO RI HMO D CU &(j \ \ q O� / \ R3'/ �� \ LLj H RAl4P G \ FS9ySOLc1p0 16' / `\ \ 7\ / OC 5P �/� ETMF'STER \�\ \ / L7 7 J N A W/ SD CURB INLET W/MHD �p �\ CF s \ �� \ R15, i-, /�� / F s i L ~ \ \ Ort o. • . • . G / (J�NCLOSURE 8� i i Q DWS TOP=425.59' 0 6" CLASS 52 9 / o \ ~ SSG \ / 27.5' /Q (SEE SHEET C1.0) i \ w INV. IN=421.32' 15" RCP (S) GAB c \� DIP FIRE LINE A / \\ i i I1 m \ CONC. w > \ . SqN - RF G INV. IN=421.34' 15" RCP \ / ��9 \ 6" CLASS 52 i \ J Q REFUSE ` R2' �i w Q (SE) tiss \ R20' / DIP WATERLINE i \ LL_ / INV. OUT=421.16' 15"RCP Sp, 11t 30' 1� G� PAD \ WA#P OXIMATELY L� i p \ O / TO OL MPIA DRIVE i >- Z EX. 30'& VAR. WIDTH \c R25' \ , FDC (C&O THREAD) �� N S Q Z EX VAR. WIDTH ACCESS EASEMENT STOP ��e 5b \ O R3' Sq / i J ? Q DRAINAGE DB. 3339, PG. 701 AND STRIPI �' 5 DEP ER SSED \ / i / \ O EASEMENT S ` \- C� . ' 1 VAR. WIDTH \ / DB. 3339, PG. 701 \ 90° BEND \ / FHA �W \ \ CURB \ a'. / / s / / i w U 155'APPROXIMATELYTO \ -W� \ \s �>> \ / , TEHTILITYEASEMENT' TOWN AND COUNTRY LANE c� - 15, \// \ q y\ \ \ / yPN / FOR ACSA \ 0 5 DB. 3657, PG. 564 � � O 6" CLASS 52 / � ?�x �' SAN CO H y STOP GN %' MHD Q TMP 78-98 DIP FIRE LINE B rJ TOP=438.31' yP� IRON �~ ��°0� AND ST PING ' TOP=439.20' \ O J GUADALAJARA CORPORATION IV / / DB. 3339, PG. 710 / / \C MAG EX 20'& VAR. WIDTH \ (S) \ �A9"d ' INV. IN=434.12' 24" RCP (E) UTILITY EASEMENT' INV IN=434.19' 18"HDPE CURRENT USE: RESTAURANT / - NAILS s� Q INV. OUT=433.95'24"HDPE UTILIZE THE EXISTING T NECTION O \ \ ZONED.' HC � � FOR ACSA � CONC. \ � � � � EX 30' &VAR. FOR FHA RELOCATION. CONTACTOR TO \ / VERIFY LOCATION OF EXISTING F A LATERAL. / � DB. 3657, PG. 564 / DRAINAGE IRON ^Ox� / %' WIDTHACCESS \ / 8"X6" \ S'Q / FLUME (S) / 18 EASEMENT EX 20' WATER LINE / / �`` PIPE INL ET, 12" HDPE / TMP 78-11 B 1 / TEE SOD / (HW, L=4i _ _/ DB. 3657, PG. SANDAV, LLC EASEMENT FOR / ^ / / / \� �� INV (IN)=436.68' 564 DB. 4559, PG. 55 (VESTING) ACSA / / / ?fix 5P MHS (W/ DROP CONN.) '�. " CAP \V % DB. 4174, PG. 1 (PLAT) CURRENT USE: COMMERCIAL CAR SALES PARKING D8. 3339, PG. 701 / / / ��O / TOP=43701' �\ 00 y� N40°18'12" %' MHS EXISTING FIRE HYDRANT ZONED: HC TMP 78-9C / INV.=431.57' INSPECT. ��x l 13.85' / ARM INV.OlN3419472' 8"PVC (E) _ - - �\ TAP INVESTMENTS, LLC / INV. 1N=420.91'8"PVC PKNAIL F / DB. 3657, PG. 606 () � INV. OUT=419.64' 8"PVC CURRENT USE: NEIGHBORHOOD SHOPPING / DROP (S) AHD 4. ?6' ZONED.' HC INV 1N=420.11' 8"PVC (W) / ` _ - \ INV. OUT=420.02'8"PVC JOB No. / SD INLET W11 GRATE��`Q\ TMP 78-9A 49421 > / / TOP=439.48' SANDAV LLC INV. IN=436.18' 12" RCP (S) DB.3383, PG. 604 SHEET No. INV 1N=436.08' 12" HDPE (W) 0# CURRENT USE. AUTOMOBILE SHOWROOM 6" INV OUT=43590' 18" HDPE X ZONED: HC C4, 0 c a i c L F L LEGEND IRON (F) I / \ � � \ � / r/A PUBLIC DRAINAGE EASEMENT IRON (F) I / / I / / El INGRESS AND EMERGENCY ACCESS VTR- 9 EASEMENT ` ACSA WATERMAIN EASEMENT IRON (F) \ \ — — / \ ■ PUBLIC ACCESS EASEMENT PROPERTY BOUNDARY r PUBLI� DRAINAGE EASEMENT (F) MA N L 15" CP / N76039 38"W / 13.43' Bryan D. Cichocki Z Uc. No. 53741 4WU _______________________ WALL NOT INCLUDED \ o E ____ IN EASEMENT (TYP) / N N \ I -------------------�' \ \ I > E H 11 ATZ: WtD S'rR-�J4' I I �� \ \ E "' �' w PUBLIC DRAINAGE TMP78-9 \ \ 3 g :\ TCO PARTNERS LLC \ Q LL g O DH S EASEMENT O \ \ o \ DB. 471Q PG. 713 \ o LL U CURRENT USE: VACANT COMMERCIAL LAND \ L M \ ZONED: HC \ \ yOj m wLri p d U \\ SCR2Al \ Z u z II \ a `" O \ < w UJ u') IRON (F) \ \ N x v N z D Q`n O co \ VAR. WI \ N > \ \\\ \\ \\ � ,PUBLICACCE \ _ EMENT i MAG NAIL i/y 4h PKNA/L \ \ / d \ VAR. WIDTH \ N690 o G / (F) / \c ACSA WATER �SSOc / / \ � --,,EASEMENT / ��0 \ \ SqN � .'.:...........\ / �/ \ Cc W \/ Q LL / PKNA/L (F) /i�' � U 0 —IRQN (S) / W Lu -- z GUADALAJARA CORPORATION IV \ — _ _ \ \ IRON DB. 3339, PG. 710 MAG S ) s b�0 _� / \ / CURRENT USE: RESTAURANT / — NAIL (S) A6 ZONED: HC IRON / \ (s) TMP 78-1181 SANDAV, LLC yP� \\ \ PG \ / DB. 4559, PG. 55 (VESTING) \ (� P\\ DB. 4174, PG. 1 (PLAT) N40018'12"W CURRENT USE: COMMERCIAL CAR SALES PARKING / 13.85' ZONED: HC — / TMP 78-9C \ / / TAP INVESTMENTS, L L C \ / / PK NAIL (F) DB. 3657, PG. 606 ' / \ NOTE: / / CURRENT USE: NEIGHBORHOOD SHOPPING / AHD 4.36' THE PROPOSED RETAINING WALL IS WITHIN 10' OF THE RELOCATED EXISTING STORM PIPES. / / ZONED. HC THEREFORE, PAGE 15 OF THE ACDSM HAS BEEN REFERENCED TO PROVIDE AN OFFSET DRAINAGE EASEMENT THAT ENSURES ADEQUATE SPACE FOR MAINTENANCE AND CONSTRUCTION OF THE yP�' �' `�\ — _ cos NO. RELOCATED STORM PIPE WITHOUT UNDERMINING THE RETAINING WALL. THE MINIMUM OFFSET WIDTH 0� TMP78-9A 49421 FOR THE DRAINAGE EASEMENT REFLECTS THE COVER DEPTH OF THE RELOCATED EXISTING PIPE FROM / \EL SANDAV LLC PROPOSED GRADE, PLUS 1'. EASEMENT WIDTH FOR EQUIPMENT LANDING IS PROVIDED ON THE DB.3383, PG. 604 SHEET NO. OPPOSITE SIDE OF THE STORM PIPES. / \�0\1 CURRENT USE. AUTOMOBILE SHOWROOM ZONED: HC C4, 1 L TMP 78E-25 �ominion Lot 25 Fontana 2C a O� Zoned. R-15 A� development i c a Resources, LLC y4 '•.Y, 172 South Pantops Drive / au-c % Charlottesville, VA 229 1 I d q�e ' ,f O 434.979.812 1 (p) R"ryr 434.979. 1 G8 I (f) eCEs s DDRVA.com b i' Y Nz rTMP 78E-E i / Open Space Fontana 2C i i TMP 78-58/ ,, Avemore, LLC G DB Note: Property Line follows Centerline of Creek. Metes and Zoned: - 248 Bounds from A through B ore as shown on Plat in oR-15 / TMP 78F-A U DB 2081-248. Creek location was field verified. Use: Residential k North Pantops Townhouses LLC DB 3520-661 Zoned : R-6 �0/*1 Use: Open Space z7r1z Po¢ TMP 78-Par 8Bk6l16, Wilton Farm LP. Residue of Zoned: R-15 I r TMP 78-9 Use: Residential Albemarle Hotel LLC Public DB 2533-201 ` DB 1965-32 �I �� �' Drainage Easement DB 1911-359 New Public :q Residue Of DB 3520-644 Zoned: HC-EC Drainage TMP 78-11 - 'I Curent Use: Vacant Easement Hurt Investment Co. ^E24 DB 1964-184 5 / DB 1965-37 _ Zoned.HC-EC -- , f Use: Vacant 1(.)' n,,,nte ns - / 11t '520-644 t� <, ` �019 .e 20 Private1 \.._EBQ E8 E82 , ' to Ow New 20' Drainage �.-.. 1_ 1ym4 bfta Private Easement p d Pu DB 3520-644 New Public 4 .... 6 ¢5 , %,FLi a Drainage E84f - ' E E17 1 E1��Za / Easement Approxo / . Limits �/ New SWM 0Drainage ES E15 3 Easement �. E18 , C'Qj Of 100 Year Maintenance QP C60 C5� E1� i F m( - Hood Plain Easement 4 E12- \ -E14 r 00 1 ` G56 E43 E39 E3637 55 CC 3 � New Public io l E112 G5� E44 E42 E41 E40 f�^5 0- E101 n Drainage ' 62 46 E45 - - - - — - - - - E35 E30.� Q i Easement E10 E , E28-- -E2.9 ��y 9 � �25C52 -. _- ---_E317 �E33 R\ E105 New Private TMP 78-12A aS E26 EZ�� New' 20' Lot D E32 F9� New 20' Drainage Montessori Community Private 10 DB 2482-339 A PE34 - Portion of Private Easement j School -- -' E72 .O•o. Drainage parcel 9 E9`� � Drainage � � TMP 78-� Zoned; HC-EC E48 New 20' Easement Carmax Auto Stores LLC. F d F f04,424 SF E96 Easement _ DB 3369-663 Q s � rE51 Private 2.40 Acres New Private z cs F Zoned: HC � Drainage -4 Low Use: Automobile Dealership Ar PU T H O / E73S '/ �E52 Droina e TMP 78-57B p / f O / o Easement 9 c; Fo Easement Free Bridge Auto Sales o v n Ti New Private- '-RE66 �— ` "C\' d 0 1 Drainage `� F� ^F53` ! E57 on 1965-32 y H o r�6 � 3` �.. ��� f E57 4> i Zoned: HC-.EC Easement 6 \ h Use: Automobile Deal F o °� W �o i s6. Lot c p N ♦ Timothy Ray Miller E69 E7B % C2 A Portion o + Lic. No. 2065 New Public E70 4ESS�L f Drainage E92 �fE77 Parcel 9 TMP 78-9A TMP 78-11B 55,421 SF Sandav, LLC American Legion Post 1 /� 0 Easement Fy C63 C59 1.27 Acres DB 2533-201 74 Lode DB VA o� E 71- n ,1 g Zoned: HC-EC 9f 983 9547 �= S U Rv 20' Drainage O _ . Use: AutomobileAll Easement Zoned: HC-EC .4 �Ar Dealership 06 p, DB 3339-701 y Town and Country Lane � � ✓��N�og 53' Public R/W 1J TMP 78-9B �`9� 4- TMP 78-7 Guadalajara �y Warren A Bushey Corporation IV `,\ DB 659-165 DB 3339-701 Zoned: HC-EC Zoned: HC EC Use: Automobile Dealership _...._..__-___)._..._ __-__._..._ _ _ _J PLAT SHOWING SUBDIVISION AND BOUNDARY ADJUSTMENT OF J TAX MAP 78, PARCELS 9 & 11 100 0 100 200 300 TOWN AND COUNTRY COMMERCIAL =7 RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA U.S. Route Road SCALE: 1" = 100' FILE: 78-09-S2.dw SHEET 4 0 5 Richmond Ro¢d y f Variable Width R/W SCALE: f"=100' DATE: OCTOBER 4, 2007 REV: FEBRUARY 12, 2008 PLAT INCLUDED FOR REFERENCE ONLY FROM "TAX MAP 78, PARCELS 9 & 11 TOWN AND COUNTRY COMMERCIAL" NOTE: THE EXISTING BIORETENTION THAT THE SUBJECT PROJECT DRAINS TO IS LOCATED WITHIN THE EASEMENT LABELED "NEW SWM MAINTENANCE EASEMENT." 4wu ui z 0 0 ca 0 0 Of x W x v a z 0 0 i Bryan D. Cichocki Z Lic. No. 53741 t7 U) F- z w O U Z O Z H 0 O a U � o w O O Coin > U) CC u) Z Q a O a N N W O N Q N o � DATE 0612812022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE 1"=20' W Q J QQ Z z�~ aww zJ� z a L m W H QJ Wa ULLW O Q >-(D Z O F—I � W >z O W co L JOB NO. 49421 SHEET NO. C4. Z CTOR NOT CURB I OUTLET, 24"RCP / / \ \ \ \ PAST PROPERTY BOUNDARY 111 �F %lr INV. (OUT)=404.36' ENCROACH // DURING CONSTRUCTION � �y�� EP I Bryan D. Cichocld Z SD CURB INLET W/MHD / � / � \ � CURB CUT I TOP=412.53' -409 - - - -VTR f INV 1N=408.43' 15"RCP (E) Lic. No. 53741 ~ / INV IN=406.79'24" RCP (S) / / I I INVour=aos.o7'24°RCP � ` Z2 � 24" RCP �t11 MHD < / TOP=421.410NAL � -410- - -- I I / T � � � � �ILI /TR,3� INV IN=415.49' 15" RCP (E) / -------' C&G _ _ _ _ INV. 1N=415.36' 15" RCP (S) W 1' ' - - - ________________ �_ 15"RCP INV. OUT=414.77' 15"RCP \ M E -41 �P II --------------- ---- ____ 24"RCPa 0.^a DRAINPIPE ---------------------------- \ \ > E / -- _ / - - SD CURBINLETW/MHD _ _ - / TO COLLECT WALL WEEP DISCHARGE - 412' PROPERTY BOUNDARY \\ ^�/ G -- \\ TOP=421.61' TMP \ \ > E z PROVIDED IN RETAINING WALL DESIGN GcG J -R--44 = w INV. OUT=418.01' 15"RCP \ \ w 3 g ' 400 1 1 100 , a°�If TCO PARTNERS LLC 3 � RETAINING WALL 401 1 SWK 6" HDPE ROOF DRAIN / \ \ ¢ U. 8 3 O ' EP / / DB. 4710, PG. 713 \ o V / MAX HEIGHT 6' a1s.1o' CONNECTION / I CURRENT USE: VACANT COMMERCIAL LAND \ - - - / ,, �L a., L O Z 15" RInSWK I z 402 418.16HJ-ui / 106 -/ I ^II \ \ zuiyM au e�p _ d �a SR2:17,\ plI \ \ � �� u z � JmQ wO ix w p UI in Q ary \ �� � u > " zz .) ry 203 FP (45, C� A- \ \ i ¢ vi U) m ' (/q yLu r,A SD CURB INLET W/MHD \ \ ° > U) z TOP=42728' \ \ -415- 1 I A - ' • i a Oe 36S�Tjy �/S% INV 1N=423.26' 15" RCP (S) 15" RCP -0 4 s - \ QZZ415 ' I ,3SqnA2 A Cie V INV OUT=422.51' 15" RCP to J z 25.36' 403 - - / - -a - SO CURB INLET W/MHD\ \ \ui -s/s TOP-428.85' a - , / , / �6 ' . ' \ 5' INV 1N=424.95' 15"RCP \ _ Lu 18_ _ / / _ _ - l OUT=424.85' 15"RCP \ \ rq ' J r N 424 / a23 - ' ' / _ - 4215" RCP j j - - \ \ � F ry _j IT 1711 I- a - -418 \ ' - - / 427 �` ' I I \ ¢ ry a a I a / 205 e��' ati$ i \ \ z0 / / n Co W 0 co co M DATE 425/ 0 Q O . - ' A / I \ \ \ \ � 06/28/2022 otS a 206 o o - -4/ I ' > 9 \ i -4Z5/ O ,' \� DRAWN BY Z426 \ MHS (W/DROP CONIC) \ TOP=433.05' ' � T. BRIGHT O v 4 0. 9 )LID SWK� \ o Z % \ \ ( ) INV 1N=416.70' 8"PVC S i \ DESIGNED BY H _ _ _ p INV. OUT=416.59' 8" PVC / -42o W 427 \�\ az 94/ CURB INTOP 432.48' \ \ \ •• T. BRIGHT / U ' 2" CONDENSATE PIPES. 0.ti9 ' \ IPaV. OUT=428.35' 15" RCP -q31 ' G BY RETAINING WALL - I SEE MEP PLANS / 60 \ • CHECKED KI MAX HEIGHT 6' �/ / 15"RCP /' \ B. CICHDCKI 4" HDPE ROOF DRAIN ' 207 i S'A `\ • ' CONNECTION I 208\\ _432' s SQUARE GRATE � ' / • • SCALE 4" HDPE ROOF DRAIN 4" HDPE ROOF DRAIN / ems; / / - CONNECTION. SEE CONNECTION YARD DRAIN�\ / ' • 1 "=20' MEP PLANS 1209 / 3 vo \ \ ' 210 \ \ \ p33 • 4" HDPE ROOF DRAIN / I CONNECTION A2 4" HDPE ROOF DRAIN - 15"RCP I 4" HDPE ROOF CONNECTIONS - / b° C, - 4z3- \ 42DRAIN CONNECTION -- \\ hMH7 S 211 _ / i TOP=435.35' / _ l INV 1N=42722' 8" PVC (E) 42� 31 I INV 1N=4T8.22' 8" PVC (S) 109 212 4 / / INV. -OUT=418.13' 8" PVC _424 426 / a28- - 112 ❑ u , - dzsx / PROPERTY BOUNDARY,0 7 SD CURB INLET W/ 301 2 3 \ / / MHD N76039 38 "W / i v / 428 /Ln TOP=422.00' 13.43' i l� 110 b� _ - - - I 214 _ _ _ - - _ / - - r- e< / II w a INV. OUT=419.07' 15" _ - ' ' _ - _ _ _ - _ 433- - / INSERTA _ 4" HDPE ROOF / /' ' - - - - ' ' v - _ _ - - - -R3 - J EP w RCP // TEE (TYJ 6' \ DRAIN CONNECTIOI I- / _ - '0v - - - /' / 1--I Q 425 i / / a2 / - _ R / / �.°� �/ / l , - - -- / _ _ .433 d3AAl - - �/y / c>a 1 , b/ -430- // r --__-----43 S ----------- _ - - - // / V/ Z / h � \ � z HI Uq�� Fq 1 \ \ 430 -43 - , 431 --a34- 4 S� / \ s / 18 1 CURB �c >SaRiq,S,CO d29 �- - - - _ , 430 - - -9 / ' / \ / \ \ \ Q RAMP G&G qy \ 1 , 4334 / 5P0 �� - - - \ \ //// J __ __ h �� z (ADA) W/ SD CURB INLET W/ MHD 1 � l s p/ � � _ - , � _ ' - ' - , � - 3`� 5 -' � / ^ / Fq� b3 ---- -'43 `� o R 43 / /G / B�S�Y / Z DWS / TOP=425.59' - - - - - / INV. 1N=421.32' 15" RCP (S) cGQB /�c 1 ' X / ' ^' \ �' _ - S ' / / / \ / INV. 1N=421.34' 15" RCP \ a3 432 3, A �/ \ CONC. qN „' (SE) \ / REFUSEIJK - \ / p %T m PAD �� 434 ' /\ \ / / // \ u V INV. OUT=421.16' 15" RCP / ti , / � �' / // � U � Z L HEIGHT 5.9' _ 3 g1' �� _ _ d a3'5 \ 433_ \ \ - - \ \ DEPRESSED \ �s S� \ / / //%// \ O ` �W \ \ CURB ` -438. / S / / / \ W \ �c p3A \J 434 A" TMP 78-9B / / / \ �N1 �35 SAN CO W s ��/ �g /L ' MHD \ \ O �- TOP=438.31' P p TOP=439.20' GUADALDB.33AJARA CORPORATION IV / / �ia9 INV.1N=434.12'24"RCP (E) DB. 3339, PG. 710 / / \ / / , t �� / S) 5 _ \ INV. 1N=434.19' 18" HDPE CURRENT USE: RESTAURANT _ ZONED. HC CONC. -,/ INV. OUT=433.95'24"HDPE \ w DRAINAGE FLUME PIPE lNL ET, 12" HDPE �J \\ / TMP 78-11 B 1 O (HW, L=4)\� -� _/ ' SANDAV, LLC INV. (IN)=436.68' \\ \ / DB. 4559, PG. 55 (VESTING) MHS I DROP CONN.) \\\' , i' DB. 4174, PG. I (PLAT) TOP=43701'\\ N40°18'12" CURRENT USE: COMMERCIAL CAR SALES PARKING TMP 78-9C / INV=431.57' INSPECT. \ \\ 13.85' / / �HS OP=439.34' ZONED: HC _ TAP INVESTMENTS, LLCINV. IN=419.72'8"PVC (E) / INV. 1N=420.91'8"PVC \\ E.- EIGH O O DROPS \\\ �\ %' INV. OUT=419.64' 8"PVC _ / CURRENT USE: NEIGHBORHOOD SHOPPING () z / / ZONED: HC INV. IN=420. 11'8"PVC- �\ INV. OUT=420.02'8"PVC R4�\\ _ _ JOB NO. / P \ / ' SO INLET I GRATE TMP 78-9A 49421 SCALE I"=20' / / / TOP=439.48' SANDAVLLC INV. 1N=436. 18' 12" RCP (S) DB.3383, PG. 604 SHEET No. INV 1N=436.08' 12" HDPE I CURRENT USE: AUTOMOBILE SHOWROOM 0 20' 40' / / 6" INV. OUT=43590' 18"HDPE ZONED: HC CS. O SD CURB INLET I 2' -� c a 2 c L CURB I OUTLET, 4RCP / \ \ \NOTE: CONTRACTOR SHALL ,TH o� Gl INV. (OUT)=404.36' ENCROACH PAST PROPERTY BOUNDARY / \ 1N=408.43' 15" RCP (E) DURING CONSTRUCTION Q :� EP I DZ SD CURB INLET W/MHD / � \ \ \ \ CURBCUT an D. Cichocld /NI TOP=412.53' � \ � aos - - - -VTR INV/ / \ \ ~ f INV 1N=406.79'24"RCP (S) \ \ \ I1C. No. 53741 i I I INV. OUT=406.07' 24" RCPd(i0 24" RCP �hll / MHD \ \ SSIONAL / -410- - TR, II 11 ONV IN=415.49' 15" RCP (E) \ \ \ \ \ U -------' C&G _ _ _ _ INV. 1N=415.36' 15" RCP (S) W 411 ------------------�-- / �P - I 15" RCP - - / INV. OUT=414.77' 15" RCP \ \ - - �_ \ \ M � O / _ - - - - _ - RIM RIM II \ / a p``h 0 - SD CURB INLET W/MHD \ > E ,412' -PROPERTY BOUNDARY 412.68' 412.63' II 11 ^ / b /b^1 ^�/ C�GSTR-� I I \ \ TOP=421.61' TMP 78-9 \ \ _ LU > E w \ \ INV OUT=418.01' 15"RCP TCO PARTNERS LLC \ \ w 3 � / RETAINING WALL I I EP SWK / /' DB. 4710, PG. 713 \ \ o LL o ^ O MAX HEIGHT 6' 416.10' / I CURRENT USE: VACANT COMMERCIAL LAND \ \ W t M SWK 1 / II �� \ ¢_j U00 z / e 418.16' / 1 15" RCP \ \ ZONED: HC \ J o m O Z \ .. � o TW 419.90' I I � � � \ \ o_ � ry R O _ BW 414.0)0'-- - P TW 422.10' ---__ _ -_ I -- I 4 I I � � \ Z F y M U 8' / / p Bwals.zl' a 3.34% �`b I Twaz . SCR-2A9, I I \ - U z Bw418.z�' �� III \ 3 O x 1n O /414 R ' SO CURB INLET W/MHD ' TOP=414.96' INV OUT=411.36 ��5 ti \ oQ =� 0 U) 15" RCP \ \ z004 m Tw za.75' Lq y�'!jp SD CURB INLET W/MHD \ \ g O > TOP=42728' \ \ v U) '415_ TC , 415 , ' R� ' a oe ass°ry ORS INV 1N=423.26' 15" RCP (S) \ \ 00 J 15" RCP -0 _ 44�1 g3 42Z - ' ' �R / 'Q20 d • ' SWK S20 • AC Ue�/ VF \ \ INV OUT=422.51' 15" RCP \ \ o z _ RIM p g / 415.6 '5 TC / ' / i R d2 BW 424.i5' 424.25' LP R I 25.36' 6444 CRji,. \ �- \ \ \ \ d _ - - 421.72� - 423.85' - ' / TC ' R -a2' 3,9g TO _ - \ \ Ui O 424 T / ' 25-02 / SD CURB INLET W/ MHD \ \ TOP=428.85' \ O TW 4z5 78' 5 , / - / 0 / TC , ' TC a25.g.5' �/ \ \ INV 1N-424.95' 15" RCP \ _ BW 415.78' 4/12.46' TC / R�' i ' 3. / / 427.49' , ' 425.83' y'b -' \ l7 ' I / �' TC 26 aTR-2B SE) \ I1J R _ _ _ 1s - za.3s' a °' , - TIC 42 Ir / l OUT=424.85' 15"RCP \ \ _q71 / - C _ TC FFE=428.65' TC ' _ �h R240.5 426.14' / TC ` i/ \ \ H / 42 86, 426.46' , / ^ N TC 24.4 ' /�Ts TC TC 26A5' M I \ N i ' J m / / 424.59" 424 TC / / 42 427-80' . d23 , ' .2� ` `ti I \ > p / } U BS8.61' TC 15" RCP 14 _ _ - \ \ \ J I o - _ -419 i 428.32' L �� n - r. / - _ iC 424.80' TC 425.50' / / A�1., , I \ \ Q O 0_ �418 24.60' TC 425.38' SWK _ - 427 , F $. I \ \ N � U' O SWK SWK FFE=428.65' 4' Sy B A2 I z '~ 425.46' 4 o ' H- I 424.55' 424.E ' 424.95' 425:31' / TC TC i �O �2+'j, J _ _ \ \ O DATE W 0 � c0 co 0 TS ,05.31' °\° 428.33' 428.32' / b I I � \ > (� m M 428.54' /L/ 0 \ \ d 0612812022 > v _ 425 / azT7s' DRAWN BY /Z o5 O _ 426 SwK MHS (W/DROP CONIC) � L0 ' 426.00' / O O / \ - \ T. BRIGHT SWK _ 732' \ TOP=433.05' 0 420.39' 7' I SWK FFE=428.65 0 4Z \ \ INV. 1N=416.70' 8" PVC (S) 425.55' TC i DESIGNED BY -42p_ - TC TC 428.42' TC / SWK SD CURB INLET W/MHD \ \ INV. OUT=416.59' 8" PVC TW426.5Q. U 42.1 426.82' 425.66' 428.12429.94' TOP=432.48' G' \ \ •• T. BRIGHT / sw 420.62' I TC ba IV. OUT=428.35' 15" RCP 431 ' �G SWK 428.10'a �� / Fq CHECKED BY RETAINING WALL TC / TC \ • MAX HEIGHT 6' a282s I / / / 3 ` 15"RCP ' 427.89' 429.36' i�� ` \ • -HTW 427.22' TC FFE=428.65' / TC TC S+A / 4 B. CICHOCKI ' I i �429.62' 429.66' 9e7 / ,432' i 5 \/ FFE=428.07' , / I G / i / • • SCALE BW 421.70' TCi i / SWK _ 9 429.80. TC G� TC 429.46 \�� / • 1 "=20' `422 TC 428.08' 428.35' SWK RIM 9 I 427.88' 427.66' 429.91' TC $ �O� ��\ \ J / 455- \ x 427.5W- TC / 429.96' / •A7. �\ / ' / • 427.76' I SWK a2 r ,t3�C / / ' • \ " 15" RCP FFE 428.OT 427.76' TW 42750' TC TC TC LP -42 55.423- 427.36' 427.98' 427.15' / � MHS 427.33' 427 TC _ _ � I`� __ l �i� / 428.55' 427.61 4. $ o ' S / o RIM 4/ , - I%? �D / NV IN=5.35' INV. 1N=4272i' 8" PVC (EJ TW 427.09 is RIM ' -427 _ GND _ © 427.15 I BW am 423'6 '�� („1 426.46' SWK TC TC - - - - - - SWK 431 0 �i \ A? / TC 428.4 _� ' 428.52 428.65' 428.41' _ / / / INV. 1N=4'%8.22' 8" PVC (S) TW 426.39'� ",e S , ' TC i 428.28' 428.23' / 4 '\ l INV -OUT=418.13' 8" PVC BW 424.64' TC 427.66' i TC o 426.37' � 428.43 4 84� ^ , 428.56' / I 36 _ _ _ _ � oova=,o ,424 �-p� o , _ _ 17 ei G RIM _ , ' aSs� // PROPERTY BOUNDARY- / ' 426 _ _ _ 428 - TC 427.81' _ _ - _ - / TC / SD CURB INLET W/ / / cli^ 427.74' ' / 428.29' 428.74' / \ 0 OO 428-6 0p R°l0 ao _ _ _ 2 \ / - - - - _ _ R3�Z" - 433.41' / / '�`A`?S`, I I MHD N76°3938"W / a �p to N /0 428 LIP ' 3 TC 43 . 1' / / ` / ) a / 13.43' RIM y / ry0 - _ - 9 N 427.29' 432.28 TC v TOP=422.00' 42 .16' / // '4PJ 65 - /D` i ' TC , _ �_ _ _ - - - 433-17" 433- - _-434.31j I \ Lu Lu INV. OUT=419.07' 15" _ - - - - - _ _ - p3 _ _ - RIM - / TC _ TC / I RCP 426.00' _ - ' `?9 azassi 1.92% - - // R26• _ 8o i , '2.00� 428.55' _ 'T0 - - - i v 434r59' , / / _ R SWK i \/ / - - - - - - - - _ _ _ -433 432.34' 434- 1 of A / Q 0 ijC>8 / / dry/ -430- o / - - - - 7Wa33zggpp a3 R3� - - - - - _ _ _ a3�8 �� N BW 430.85' Sq _ SWK - r ' / 1' �+ i Fi / AZ TC / _ TCJ GJ \ \ Q 4 9.77, 430.06' / N 430 11C' -433 3C" 432.26' 'TC 433.98' �3 / 1 s / \ \\4 TC_ / / / 430.60' _ - _ _ R31 _ 433.00' \ / \ � (0 LL 429.89' i -43 _ / f - _ SWK \\ TC i S 430 C TC / TC i 43 43079' - - - _ -434- 433.22' v' ' � �/ 9 ✓ 430.36' 429.88' 430 / \ - _ 430.26' / C 9 tP° 2'� '� Q CURB \ a O _ _ TC - TC - - - 43 R RAMP Cif' / �•9 \ 1 430.35' 43120' / 'GIVi `� TC TC it 9PC` /� - - - \ / / LL \ y4 433.67' \ S / _ _ _ - _ i /437.36� _ - 434.12' �o _ / TC ^h \ / (ADA) W/ SD CURB INLET W/ MHD \ / 3p \ _ � / � _ , 3? - 3'S 5 rC a rC / 7 DWS / TOP=425.59' cFA a - - - - - - r� _ _ �43 °� 4d6 - - - - - - 433.8T _ 435.76'3 / '/ / /Q 8„ S //// \ 2 L 0 1.47' R 43 435.E3' G / \ / / Q / INV. 1N=421.32' 15" RCP S GQ c 3d. / 431.9 p� p/ ' ^' TC _ - 1 R / / !G\ / / w Q INV. 1N=421.34' 15" RCP O e A , 432 g, / qY J CONC. 433 SAS a35.70'/' (SE) \ \ Ls \ \ \ 4,3R 3 ?M /J ` REFUSE - - ,PyB 435.75 a36.z8"� / / / w Ur - - PAD _ , / _ j / MATCH EXISTING TC / INV. OUT=421.16' 15"RCP l \ l s's d ? / / rvva3sao \ a37.zr \ w 7 O /1 BW431.10' 1 / T / r l L 18So - _ / / Q MAX ETAINING TC ' TC A ,// U TC / / /b�� / L _HE GHT 5.9' 433.E �� \ 35 435.39' A3�� 5.84' - ' / - /,// \ z 7.,' N5" \ 433a33.4s' / /bye ` rC DEPRESSED (s /// U Q MATCH EXISTING TC \ \ CURB \ _ _ .436 / \Lu 432.32' \ / d3A- J 434 �fp A96 b�0 / b�0-W \ \ � / S / G ` p✓ / / • T \AL _ \ Spry\ i _ 5PTC � 436.5 TMP 78-9B / / / \�vv A35 / SAN CO W 1�1_ TC g 435\3=/ �� _ �.� MHD OLu GUADALAJARA CORPORATION IV / / / _ TOP=438.31' 5P . \ 43a.E1'oA�O \ TOP=439.20' J DB. 3339, PG. 710 // MA CH EXISTING TC �p9 \ ' INV. 1N=434.12'24"RCP (E)\ CURRENT USERESTAURANT a .z1' G TC I� s ; 5 ININ=434.19' 18"HDPE : / / / / c / �Q _ J� MATC %' V. INV. OUT=433.95'24"HDPE \ Q ZONED. HC / \ , / CONC. / 439.55' DRAINAGE FLUME \ \ \ �\ / / �Qi i i' / / \ LL I PIPE INLET, 12" HDPE �J \ / / TMP 78-11 B 1 (HW, L=4) -� _ SANDAV, LLC INV (IN)=436.68' \ / DB. 4559, PG. 55 (VESTING) MHS (W/DROP CONN.) '�. %' DB. 4174, PG. 1 (PLAT) TOP=43701'\\ N40018'12" CURRENT USE: COMMERCIAL CAR SALES PARKING TMP 78-9C INV.=431.57' INSPECT. 13.85' %' MHS ZONED: HC - \ / ARM TOP=439.34' _ \ / / TAP INVESTMENTS, LLC / / INV. 1N=420.91' 8"PVC () _ 0 < \ \ \ / / DB. 3657, PG. 606 / INV. OUT=419.64' 8V PVC _ Q \ / / CURRENT USE: NEIGHBORHOOD SHOPPING DROP (S) \\ _ z \ \ / / ZONED. HC INV IN=420. 11'8" PVC (W)- \ / INV. OUT=420.02'8"PVC oe NO. \ \ / ' SD INLET Wl/GRATE TMP 78-9A 49421 SCALE 1"=20' / / TOP=439.48' SANDAVLLC INV. IN=436.18' 12"RCP (S) DB.3383, PG. 604 SHEET NO. / INV. 1N=436.08' 12" HDPE (W) CURRENT USE. AUTOMOBILE SHOWROOM 0 20' 40' / / 6" ZONED: HC C5.1 INV OUT=435.90' 18" HDPE - T ' 4 _ 417- 4 41 ' c a i c 0 0 0 3 5 2 o � BZ 20 o � c m �- a c m a.. Oc 3 Z z„ 0 � a 6.2 �8 ��j Q § o. m m 2 Y X C 0.0 A= Eg 86 06 a c M 10 a 0 w c 2 �N m� a 0 c 0 nE E F_ PLAN INCLUDED FOR REFERENCE ONLY FROM WP0200600075/WPO200700078 AMENDMENT :�;C E ✓�,* ya�2 az x , �4b UMMD ,r A 0.15ac �'/ J > P x >. 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'•-f:_4 j j I( . . . d r :�,. , -..d: ,x i ,; :■ f$e`` j { E 1 &.: �L, •t ki 4 4 Q"I -IN 12 i ". i! ��`I. ■uKnn Mi■■�■■■� C .68 i I D / i a j ■■■ ■N S i C=.80 ♦ A 0.55AC, 01' 6 = 8 :' y E ■i Tip -Top E ( +� ,•. , 4aaaa■ab ♦ C=0.81 p, e {� '. - - t st i .� >_ Restaurant , O Q V] " ■ NNa■NN■■i t r :.. f'+r -� ■ �1 a d' v • a w 'x '� c�� } ■ �'l �r � � a tt ■aaaaa@aaa■ rr� ■ i., W Q I 1a @.�.ifir-ww""1i�7y7n ■■@ ; _ :: e@eaea a@sse @e saa dad � ,' :: - p t i ... ,;:: , ") ; yiA ■a1 :C 'C. @�1■■!■@■@ ■■l�■■ a#6•a■1@@aaR :x• ftJt .'� "-i xv- ,3.■I �-I CT.� W .aa,' ���'•• •,. ,o'"�• ' _ ..� r a_."�` . STORMWATER QUANTITY/QUALITY NARRATIVE: w v c r -. H-..'' y♦ j. aaa�M.,,.,,\... , ) _ .:.,..� .� "..a1• ! �„.`.i "P., d 1 _ �#■r'i PER RECORD PLAN "AMENDMENT OF PHASE II ROAD PLAN FOR OLYMPIA DRIVE &TOWN &COUNTRY LANE", A BIORETENTION WAS DESIGNED ffic and Road -Y,_ I -a . M "a ;k ..,.,.., / aY- I'. M %� ,�, 2� -�. Fib■ �� _ _ TO MEET BOTH QUANTITY AND QUALITY REQUIREMENTS FOR THE GUADALAJARA PARCEL (78-9B), A MAJORITY OF THE PROPOSED I ."'t ' *_: �. ,..s a q Y`''�, "� r � N _ �� • :, � ,q �_.,g �,_� S �,,,_ ,� y _gR _ ,�.., e - _,,e�ii■i■@�ri■ k ■, , � ' TOWNEPLACE INN AND SUITES PARCEL (78-9D), AND THE ADJACENT PORTIONS OF OLYMPIA DRIVE AND TOWN &COUNTRY LANE. S. - Erx'"" -a-w . _ 1'ts. _ F-' _ '�av a :s :y.,. n •■♦,�■ �...� -,.-w 'fir � 3y � "� ' �.... r�..... � '-�:._. i.�i..�� 1: a_.,r>_ •ems „� ��. '._y:u„��1,�,.,. w,..p'�:-.. x# ACCORDING TO THE STORM SEWER DRAINAGE AREA MAP, PROVIDED ON THIS SHEET FOR REFERENCE, A MAJORITY OF THE TOWNEPLACE �'.g�•��::� ;; �--•.T _ Sheet No. Y.�� INN AND SUITES PARCEL WAS CONSIDERED IN A DEVELOPED CONDITION IN THE DESIGN OF THE BIORETENTION. THIS DRAINAGE AREA IS t .w 7 -C,- •.. _ - • t.�a 1 --� ?'- DENOTED AS DA-3A, WHICH INCLUDES 2.13 ACRES WITH A C FACTOR OF 0.9. fi ! fxgvsv, , i�tln t PA-?',.. C' ,v` .,i�. --L .� idg:"1=.,,.ti.,. a-,. r•. '3�,.,�' r 4,tOrlrl Sewer e1' UrC12)1 Cl THE PROPOSED LIMITS OF DISTURBANCE FOR THE TOWNEPLACE INN AND SUITES IS 2.3 ACRES TOTAL, WHILE THE OVERALL PARCEL IS 2.40 8 ACRES TOTAL. SINCE ONLY 2.13 F THIS PACEL WAS ACCOUNTED FOR ORIGINALLY, CALCULATIONS WERE PEFORMED TO U R9 Scale: 1"=50' g E Are (l Ma1J DETERMINE IF ANY ADDITIONAL ON SEE 3TORMWATER MANAGEMENT WOULD BE REQUIRED OR THE REMAINDER OF THE DISTURBED AREA. THE OVERALL PARCEL WAS ALSO CONSIDERED AS THE MOST CONSERVATIVE APPROACH. SEE TABLE BELOW, SUMMARIZING THE RESULTS. MANAGED IMPERVIOUS TOTAL DRAINAGE AREA TURF (AC) (AC) (AC) DA-3A (Proposed Towneplace Suites) - LOD Only 0.40 1.90 2.30 DA-3A (Proposed Towneplace Suites) - Entire Parcel 0.40 2.00 2.40 DRAINAGE AREA AREA (AC) C C*A DA-3A (Sheet R8 Storm DA Map, Amendment of Phase II Road Plan for Olympia Drive & Town & Country Lane, 2.13 0.90 1.92 WP0200700078 Amendment) DA-3A (Based on Proposed Towneplace Suites 2.30 0.80 1.83 Development) - LOD Only DA-3A (Based on Proposed Towneplace Suites 2.40 0.80 1.92 Development) - Entire Parcel RUNOFF FROM THE PROPOSED TOWNEPLACE INN AND SUITES DEVELOPMENT DOES NOT INCREASE WHEN COMPARED TO THE ORIGINAL ASSUMED DEVELOPED CONDITION IN EITHER CASE (LOD OR PROPERTY BOUNDARY). THEREFORE, THIS PROJECT IS SUBJECT TO GRANDFATHERING PER 9VAC25-870-48. NO ADDITIONAL STORMWATER MANAGEMENT IS PROPOSED ON -SITE FOR QUANTITY OR QUALITY PURPOSES. Bryan D. Cichoclo 'Z lYic< No. 53741 I /Z//Z�2`� �Q yU SSIONAL M E O N OV NC > E H W y Z W l- Lu Lu v 3 Q LL o 3 O � O L M Q J U W Z w�-� O Z > o rn r O o wi N o. U V' W 01 M 30�x w O J W . Q Ln ,n c 2 U > 0 Co ~ c v LO o N > N C ~ W ~ W J , H Z g vi a Q 0 C7 0 x F N = Q N O ~ M DATE 0612812022 0 DRAWN BY T. BRIGHT • DESIGNED BY • T. BRIGHT • CHECKED BY B. CICHOCKI • • SCALE z w Q V) < �w z z w < L7(rj z a Qv z�z �mQ J LU Q U0 0 } z W J CL. O Q z � O 0 JOB NO. 49421 SHEET NO. C6.0 a C r 15.0 L / IRON (F) / IRON (F) \ \ f Bryan D. Cichocb 'Z 409 - - - 0.11 0.9 / / \ / 6ic. No. 53741 E X p S NR-2 / �9yU �Ssl /-410-TR,g \III ( /-------' - \ LJ Q __-_------- z -WOMEN MENEM- ____ i - I -------------- M PROPERTY BOUNDARY i' I a ------------------------ \\ N 6 Q N C ' woo I I � ' ONO=/V a^6 1' / SjR_�yF I I \ \ SCALE 1 "=20' w v y z � � � /a^ ^� I I :. TMP 78-9 \ W 3 g R 100 MENEM�! p^�if TCO PARTNERS LLC w y 3 � i $ �/ ���\ \ \ 0 20' 40' Q a o 3 O 401 O SWK � DB. 4710, PG. 713 o a - 0.19 0.85 �L / \ a1s.�o' / I CURRENT USE: VACANT COMMERCIAL LAND \ \ LEGEND a W z ZONED:HC SWK I I / I I w m ,ti Z a1B.1s' I � / I I �� � \ w O 106\ �J 0 ' -413 - - - 102 / P �. 4� / ' \ `. \ C7 u+ w cdi .. U IRON (S) I STR_2A �, ` \ / ' \ A C 0 'n x u O _ III 1 -411 \ - _ _ _ I I �\ \ =w N -414- IRON (F) m z i > 0vl --- / oti° a / / 0.230.80 417- _- - _- - �� 0.1210.85 �° L 15 _ ♦ .\ o N #102 �� 419'' J _ _ a \ TD (TRENCH DRAIN) E _ ti� - EX -� -495� A22415 / / /g20i 0.24 0.85 / \� \ o w 204 STR-2A1 SWK J -- 4 - , - _ ti / 1 \ ♦ \\ �' 2 �' 9 \ REFERENCING THE ROAD PLANS ON SHEET C6.3, ~ g 40s. - ' p2 #204 \ z5.36' ♦ / / ' ��\ EX \ APPROXIMATELY 4.03 CFS OF RUNOFF FROM a 10.07 Q ° 81 i , pL 422 ' ` - �\ \ PARCEL TMP 78-9B, PORTIONS OF T&C LANE, AND vi 0 -' 476 _ - _ / / / ' / �6 i ' / / i / \ / ` ��\\ STR-2B \ JALISCO WY ROUTES TO THE PROPOSED STORM o I / # 106 3 R \ SYSTEM. THIS FLOW HAS BEEN INCLUDED IN THE ' / '' '�' ' a0 ♦ ~ 3R \ STORM PIPE COMPUTATIONS FOR SIZING. 0.080.85 0.140.861� I _ 1e- - �� --- -- _ 0 / ` \ \ \ MEN![ � � NONEDRAINAGE DIVIDE F / EX. STR-5 1714 ' #403 42a g _ -41 - I 0.060.901714 I -418 \ I I O - / 427� a �l♦ \ \ z RD3 , 042'- ' dti it \ \ 0 \ 1 ' 425 / I ° 0 / - - 0612812022 I ° 0 - 206 ♦ THE STORM DA MAP FROM DDR ON SHEET p I �" ` C6.0, ALONG ALBEMARLE COUNTY � / 425 0 / q SWK 20 \ \ ° ' Q2 \\ GIS WERE REF RENCED TO DELINEATE 420.39' A / I °� ' S)I �� \ THE EXISTING STORM NETWORK �`I-IAT TOHE PROPOSED I / -420- - "El0.07 ^%0.9 \ SITE IS ROUTING TO. • Q27 / I 0.11 0.90 L � I ati� ` EX `♦ -431 - \ \\ • ' °�" STR-2C ' '42 0.25 0.90 208 / .� 0.020.90 G \ ♦ ,43z' s / IRON • RD4 _ ` 0.20 0.87 9 /F) _ JNAG NAIL I R D 1 ' , / \ \ �� . 7 ♦ ' 422''r (5) 210 #208'' 0.14 0.81 \ 3 ♦ p33 / #206MENEM �' • 15" RCP ' I I / \ \ I _ i► �♦ e ' ' ' ----423-� \ 1 0.20 .8, "23' e1-1� � � - � - L -� �� 0.05 0.30 \\ `� �f� ��, ♦ / / EX. r: e p 'D 1os - 47 � �-"� --MENEM! #210 STR-7A ;�; �s - �Xr� z1z I % 4 \ 0.35 0.9 ` �. EX / PKNAIC .u6 426� 112 - - a23- 430°° 2 \ _L2 ' \ STR-2D (F) ' I v `° 0.03 0.90 214 / / / MAG 0.220.74 l / /- -- 131.\-- - _ - - - 33 __433- NAIL woo NONE`_ 425 ,� / p2 - - - # 110 _ / MAG llp ` 0 ' °�� d30- - / - - - - - -433 434 \ _ // NAIL (S ll poll, - i 0.06 0.90 0.10 0.66 sy,� _ a3o - -,,b I ' ® / I TD /' .433 \ .5� ' Q3Q / / / / , / 0.06'0.81 ti pti� �\ _ _ - TD _- 0.440.72 - R----, / / / 430 # 214 43 - s , ' - _ _ -434- #301 \G p29 \ - 4 - - a3 #212 �9 PKNAIL N �\\ / d30/ \------- -- -'S�1 4� ---- tk- 435/ STORM DA MAP FROM DDR ON SHEET \ p 432 ALONG WITH ALBEMARLE COUNTY \ \ 432 / / ks6. IS WERE REFERENCED TO DELINEATE \ p3� -' / / \�� 434 - - - �'� / \ PKNAIL (FJ ' THE BASINS FLOWING TO THE EXISTING ' STORM NETWORK THAT THE PROPOSED G p33 '' \ -43�436 IR SITE IS ROUTING TO. \ / ♦ d3A _ 434 _fin p36 P�y� A'h�-W \ \ - g / �✓/ i i' TMP78-98 GUADALAJARA CORPORATION IV / / / 5P . \ IRON DB. 3339, PG. 710 / \ i MAG / (s) CURRENT USE. RESTAURANT C \ / / ZONED: HC / \ 4� a�1 ` , / \. IRON (S) / / / '� TMP 78-11 B I SANDAV, LLC DB. 4559, PG. 55 (VESTING) \' DB. 4174, PG. 1 (PLAT) X4 �CURRENT USE: COMMERCIAL CAR SALES PARKING ZONED: HC TMP 78-9C TAP INVESTMENTS, LLC- / DB, 3657, PG. 606 / � (F) I\ p\ - \ CURRENT USE: NEIGHBORHOOD SHOPPING 4.36i- \ ZONED: HC \ / / TMP 78-9A SANDVLLC D&3383APG. 604 \�0\1 CURRENT USE: AUTOMOBILE SHOWROOM ZONED: HC DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE 1 "=20' Uj ui Q V/ 0 Q Z w z CL oc Q � Q zE2w zmQ Lu < U0 o Q J } � � 0 W z J z O I--1 JOB NO. 49421 SHEET NO. C6.1 e a m Re L INLET OR OUTLET WATER SURFACE ELEV. DIA. PIPE Do (In)(CFS)(Ft)(FT/Fl) DESIGN DISCH. Qo LENGTH FIPE Lo FRICTION SLOPE, Sfo FRICTION LOSS HF (Ft)t) JUNCTION LOSS FINAL H (Ft) Inlet Water Surface Bevation Rim BevJUNCTION Comments Vo FHO Qi Vi QiVi Vi'2/2g Hi Angle FIB Ht 1.3 Ht STR-2 405.96 24 22.03 19.1 0.95% 0.18 19.3 1.45 10.62 10.7 113.55 1.78 0.62 78.83 1.17 3.24 0 1.8 407.76 412.53 OK -4.77 STR-2A 409.43 15 10.62 198.6 2.70% 5.36 10.7 0.44 7.29 13.17 96.04 2.69 0.94 90.91 1.88 3.27 0 7 416.43 424.93 OK -8.5 STR-2A1 416.43 15 7.29 39.71 1.27% 0.51 13.17 0.67 6.69 7.74 51.83 0.93 0.33 41.99 0.4 1.4 0 1.21 417.63 421.61 OK -3.98 204 419.21 15 6.69 19.89 0.92% 0.18 7.74 0.23 5.54 6.34 35.13 0.62 0.22 20.38 0.16 0.61 0 0.49 419.7 424.25 OK -4.55 206 419.71 15 5.54 112.11 0.63% 0.7 6.34 0.16 4.89 6.18 30.22 0.59 0.21 87.76 0.42 0.78 0 1.09 420.8 427.32 OK -6.52 208 421.03 15 4.89 61.07 0.49% 0.3 6.18 0.15 3.83 5.84 22.35 0.53 0.19 6.09 0.03 0.37 0.48 0.54 421.57 427.66 OK -6.1 210 421.84 15 3.83 7.94 0.30% 0.02 5.84 0.13 3.75 5.81 21.81 0.52 0.18 0 0 0.32 0 0.18 422.02 427.15 OK -5.13 212 422.12 15 3.75 35.56 0.29% 0.1 5.81 0.13 1.81 6.26 11.35 0.61 0.21 44.18 0.26 0.61 0.79 0.5 422.62 427.81 OK -5.19 214 422.62 12 1.81 74.95 0.22% 0.17 6.26 0.15 0 0 0 0 0 0 0 0.15 0.2 0.26 422.88 428.15 OK -5.27 LD-347 PROJECT: Towenplace Inn & Suites LD-229 PROJECT: Towneplace Inn & Suites HYDRAULIC GRADE LINE ANALYSIS STORM SEWER DESIGN COMPUTATIONS � r 0 %T COUNTY: Albemarle County f INCIDENCE PROBABILITY 10 Year STORM FREQUENCY 10 UNITS ENGLISH 0 Bryan D. Cichoc)o ' q Uc. No. 53741 � Z�/Z�2`� Or01 O� V �FiflLl SSIONAL M E O 0 U N N C > E V) w a, Z _Z w w v 3 E LL o 3 O LL O L M G J U w Z w - fn O Z o rn CL O aN Nv o. U W a M 3 0 1ri x In O Q w 0 N 1 U)c H U a O m c '^ to O N N W N M N W J o w o H Z g CI- 112 ui a O STR-8 421.6 15 4.03 50.31 0.39% 0.2 5.8 0.13 0 0 0 0 0 0 0 0.13 0 0.26 421.86 425.59 OK -3.73 x (7 O x F O N w N w 0 w F � x Q N LD204 PROJECT Towneplace Inn & Suites N RIPRAP 0 ri n DATE 0612812022 0 DRAWN BY T. BRIGHT • DESIGNED BY • T. BRIGHT PIPE OUTLET CONDITIONS • CHECKED BY L A A • B. CICHOCKI • • SCALE a�----- ---_ N/A do ------ PIPE OUTLET TO FIAT • AREA WITH NO DEFINED 3DO W PLAN VIEW CMANNEL • I �a OR �. .d SIEMOfl A_A mran c xxt 1N r-a'r asmNxasoaa� M 6aTIRa FReRRr88 O DESIGN OF OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL `� eEi MINIMUM TAILNATER CONDITION (TW � 0.5 DIAMETER) FT N 1i y 9? a ; o HA ' e Outlet W • Do La W N Fir 2 Nin. + 'tilii Diameter, Do I 4eg4 I i I `, n:�-1 0 5p f +` I�'�a�9y„5p �4o 'I ult �� ff I �I �I•� I i :I - , -� , » �. ~ �' Q 4 � z { I [ i If I. r i U 20 -I 3 to cc z U �..s».... 2 ti LLJ (I .ti�a / e "fib t+` �' i �; h i� I t 6 ¢ W Q LU rl ti� F r. L U o J it I Ill , 1- A .a li I, a r s e` Rec.-nded Kin. I I S ' i - .. _ .. .. .. z m D J 30 20 50 3 LOD 2DD 500 1000 .,,, Q Q �o Di scharpe, ft.fsec. W 1 1 1 1 z z Q NOTE: REFERENCING THE DIMENSIONS SHOWN ABOVE, IT HAS BEEN CONFIRMED (PER SITE VISIT) THAT THE EXISTING CONDITIONS RIPRAP SECTION W PROVIDED AT THE STORM OUTFALL MEETS THESE MINIMUM REQUIREMENTS. O a HI JOB NO. 49421 SHEET N0. C6.2 a1 1 1 am if r 100 409.31 24 11.08 30.88 0.24% 0.07 9.81 0.37 9.02 6.81 61.39 0.72 0.25 31.77 0.25 0.88 0 0.51 409.82 412.63 OK -2.81 102 409.82 24 9.02 23.68 0.16% 0.04 6.81 0.18 7.93 6.98 55.35 0.76 0.26 40.6 0.32 0.77 0 0.42 410.24 420.52 OK -10.27 104 415.45 24 7.93 18.06 0.10% 0.02 6.98 0.19 7.64 6.92 52.88 0.74 0.26 89.96 0.52 0.97 0 0.5 415.95 421.75 OK -5.79 106 417.07 18 7.64 37.49 0.45% 0.17 6.92 0.19 7.42 6.87 50.98 0.73 0.26 90.5 0.51 0.96 0 0.65 417.71 421.2 OK -3.49 108 417.71 18 7.42 142.36 0.42% 0.6 6.87 0.18 5.28 7.36 38.89 0.84 0.29 31.79 0.29 0.77 0 0.99 418.7 426.46 OK -7.76 301 420.03 18 5.28 15.64 0.22% 0.03 7.36 0.21 4.03 5.8 23.33 0.52 0.18 16.17 0.1 0.49 0 0.28 420.3 425.16 OK -4.86 STR-7A 420.3 15 1 79.11 0.02% 0.02 2.98 0.03 0 0 0 0 0 0 0 0.03 0.04 0.04 420.35 425.25 OK -4.9 401 409.82 18 1.14 19.7 0.01% 0 3.9 0.06 1.15 4.99 5.73 0.39 0.14 35.37 0.17 0.36 0 0.18 410.01 413.37 OK -3.37 403 410.01 18 1.15 48.54 0.01% 0.01 4.99 0.1 0.42 1.82 0.77 0.05 0.02 49.98 0.03 0.14 0.18 0.1 410.1 415.58 OK -5.48 STR-5 412.23 15 0.42 52.23 0.00% 0 1.82 0.01 0 0 0 0 0 0 0 0.01 0.02 0.01 412.24 414.96 OK -2.72 110 422 15 2.1 19.33 0.09% 0.02 4.99 0.1 1.12 5.48 6.14 0.47 0.16 71.16 0.28 0.54 0.71 0.37 422.37 425.91 OK -3.54 112 422.37 12 1.12 121.8 0.08% 0.1 5.48 0.12 0 0 0 0 0 0 0 0.12 0.15 0.18 422.55 428.24 OK -5.69 STR-2B 416.49 15 3.42 153.34 0.28% 0.43 9.36 0.34 2.33 7.99 18.6 0.99 0.35 60.84 0.56 1.24 1.62 1.24 417.73 428.18 OK -10.45 STR-2C 424.26 15 2.33 39.79 0.13% 0.05 7.99 0.25 1.96 7.06 13.85 0.77 0.27 51.27 0.39 0.91 0 0.5 424.76 429.87 OK -5.11 STR-2D 425.95 15 1.96 105.19 0.09% 0.1 7.06 0.19 0 0 0 0 0 0 0 0.19 0.25 0.35 426.3 432.48 OK -6.18 Outlet Protection Summary Outlet Discharg Pipe e (10- La W dso dso 3Do Outfall Diameter year) ft cfs ft ft ft in ft 100 2.0 19.296 13 15 0.5 6 6 N a rn 3 0 co L PIPE NO FROM POINT TO POINT DRAIN. AREA "A" RUNOFF COEFF. "C"CA CA TOTAL INLET TIME Minu[es (7) RAIN FALL In/Hr ($) RUNOFF QUPPER CFS (9) INVERT ELEVATIONS LENGTH of Pipe Ft. (12> SLOPE Ft./Ft. 03) SIZE (Dia. Or Span/Rise) 1n. (14> SHAPE Capacity CFS (15) Friction Slope Ft./Ft. VEL Vn Ft/Sec (16) FLOW TIME Min. (17) REMARKSAcre (1$) 7CCUM ADDTL END (lo) LOWER END (1D REFERENCE (1>(2>(3)(4) STA. REFERENCE STA. 213 214 212 0.100 0.660 0.066 0.291 0.225 6.000 6.230 1.813 423.179 421.680 74.953 0.020 12.000 Circular 5.457 0.002 6.258 0.200 RoofDrain4 211 212 210 0.440 0.720 0.317 0.608 0.000 6.200 6.172 3.751 421.476 421.120 35.561 0.010 15.000 Circular 6.996 0.003 5.813 0.102 209 210 208 0.050 0.300 0.015 0.623 0.000 6.302 6.143 3.826 420.919 420.840 7.936 0.010 15.000 Circular 6.996 0.003 5.841 0.023 207 208 206 0.200 0.870 0.174 0.797 0.000 6.324 6.136 4.889 420.641 420.030 61.073 0.010 15.000 Circular 6.996 0.005 6.181 0.165 205 206 204 0.140 0.810 0.113 0.910 0.000 6.489 6.090 5.543 419.831 418.710 112.105 0.010 15.000 Circular 6.996 0.006 6.338 0.295 203 204 STR-2A1 0.240 0.850 0.204 1.114 0.000 6.784 6.009 6.695 418.508 418.210 19.890 0.015 15.000 Circular 8.568 0.009 7.742 0.043 EX4 STR-2A1 STR-2A 0.120 0.850 0.102 1.216 0.000 6.827 5.997 7.294 418.010 415.360 39.711 0.067 15.000 Circular 16.683 0.013 13.167 0.050 EXl STR-2D STR-2C 0.350 0.900 0.315 0.315 0.000 6.000 6.230 1.962 428.350 424.950 ]05.186 0.032 15.000 Circular 11.611 0.001 7.057 0.248 EX2 STR-2C STR-2B 0.070 0.900 0.063 0.378 0.000 6.248 6.158 2.328 424.850 423.260 39.790 0.040 15.000 Circular 12.909 0.001 7.992 0.083 EX3 STR-2B STR-2A Q200 0.900 0.180 0.558 0.000 6.331 6.134 3.423 422.510 415.490 153.336 0.046 15.000 Circular 13.818 0.003 9.356 0.273 EXS STR-2A STR-2 0.000 0.000 0.000 1.774 0.000 6.877 5.984 10.616 414.770 408.430 198.599 0.032 15.000 Circular 11.539 0.027 10.696 0.309 EX9 STR-7A 301 0.200 0.800 0.160 0.160 0.000 6.000 6.230 0.997 419.656 419.260 79.114 0.005 15.000 Circular 4.566 0.000 2.984 0.442 EX10 STR-8 301 0.000 0.000 0.000 0.646 0.646 6.000 6.230 4.025 421.160 420.600 50.313 0.011 15.000 Circular 6.813 0.004 5.795 0.145 4.03 CFS Overwrite from TMP 78-9B 300 301 108 0.060 0.800 0.048 0.854 0.000 6.145 6.188 5.285 419.060 418.825 15.643 0.015 18.000 Circular 13.934 0.002 7.358 0.035 111 112 110 0.060 0.900 0.054 0.180 0.126 6.000 6.230 1.121 423.822 421.386 121.800 0.020 12.000 Circular 5.457 0.001 5.478 0.371 Roof Drain2 & 5 109 110 108 Q220 0.740 0.163 0.343 0.000 6.371 6.123 2.099 421.190 420.997 19.328 0.010 15.000 Circular 6.996 0.001 4.994 0.064 107 108 106 0.000 0.000 0.000 L215 0.018 6.435 6.105 7.417 417.862 416.439 142.360 0.010 18.000 Circular 11.377 0.004 6.874 0.345 Roof Drain 1 105 106 104 0.070 0.810 0.057 1.272 0.000 6.780 6.010 7.642 416.240 415.865 37.492 0.010 18.000 Circular 11.377 0.005 6.920 0.090 103 104 102 0.000 0.000 0.000 L326 0.054 6.871 5.985 7.934 414.030 413.849 18.060 0.010 24.000 Circular 24.505 0.001 6.976 0.043 Roof Drain 3 101 102 100 0.230 0.800 0.184 1.510 0.000 6.914 5.974 9.018 407.947 407.710 23.678 0.010 24.000 Circular 22.620 0.002 6.807 0.058 EX8 STR-S 403 0.080 0.850 0.068 0.068 0.000 6.000 6.230 0.424 411.360 411.230 52.225 0.002 15.000 Circular 3.222 0.000 1.822 0.478 402 403 401 0.140 0.860 0.120 0.188 0.000 6.478 6.093 1.148 408.981 408.010 48.540 0.020 18.000 Circular 14.852 0.000 4.993 0.162 400 401 100 0.000 0.000 0.000 0.188 0.000 6.640 6.048 1.139 407.907 407.710 19.704 0.010 18.000 Circular 10.502 0.000 3.900 0.084 EX6 100 STR-2 0.190 0.850 Q162 1.860 0.000 6.972 5.958 11.079 407.510 406.790 30.884 0.023 24.000 Circul INLET ¢U �Q�� c v � E W o, �v � a'v �� a �� a 0 � Iz'`' � �� a Sag Inlets Only z o �� ¢� 102 DI-2C 6.000 0.190 0.90 0.171 0.040 0.30 0.012 0.183 4 0.732 0 0.0270 0.0500 2.224 2.000 0.89928 0.0833 1.666 2.80 0 4 0 0 0.732 0.0270 2.200 6 0.732 1.134 0.400 0.333 3.200 1.890 106 Di-2C 6.000 0.060 0.90 0.054 0.010 0.30 0.003 0.057 4 0.228 0 0.0670 0.0650 1.163 2.000 1.71969 0.0833 1.28154 2.44 0 4 0 0 0.228 0.0670 2.200 6 0.228 0.521 0.520 0.333 2.558 Q668 110 DI-3C 6.000 0.161 0.90 0.1449 0.058 0.30 0.0174 0.162 4 0.648 0 0.0470 0.0470 1.838 2.000 1.08814 0.0833 1.77234 2.87 0 4 0 0 0.648 0.0470 6 0.648 1.140 0.376 0.333 3.140 2.022 112 DI-1 44.000 0.060 0.90 0.054 0.054 4 0.216 0 0.0060 0.0500 1.791 2.000 1.11669 0.0833 L666 2.80 0 4 0 0 0.216 0.0060 0.750 44 0.216 1.366 0.400 4.115 2.276 204 DI-3C 6.000 0.220 0.90 0.198 0.020 0.30 0.006 0.204 4 0.816 0.043 0.0100 0.0630 2.952 2.000 0.67751 0.0833 1.32222 2.49 0 4 0 0 0.859 0.0100 6 0.859 1.376 0.504 0.333 3.376 1.820 206 DI-2B 4 0.120 0.90 0.108 0.020 0.30 0.006 0.114 4 0.456 0 0.456 0.0300 0.0020 1.753 2.000 1.1409 0.0833 41.65 3.95 2.000 0.413 0.043 1.752 208 DI-3C 6.000 0.190 0.90 0.171 0.010 0.30 0.003 0.174 4 0.696 0 0.0500 0.0240 1.866 2.000 1.07181 O.OS33 3.47083 3.42 0 4 0 0 0.696 0.0500 6 0.696 1.196 0.192 0.333 3.196 4.153 210 DI-1 1.250 0.050 0.30 0.015 0.015 4 0.06 0 0 4 0 0 0.060 0.0100 1.250 1.25 0.060 0.480 212 DI-3C 6.000 0.310 0.90 0.279 0.130 0.30 0.039 0.318 4 1.272 0 Q.0600 0.0640 2.338 2.000 0.85543 0.0833 1.30156 2.46 0 4 0 0 1.272 0.0600 6 1.272 1.788 0.512 0.333 3.788 2.328 214 DI-1 44.000 0.060 0.90 0.054 0.040 0.30 0.012 0.066 4 0.264 0 0.0075 0.0500 1.899 2.000 1.05319 0.0800 1.6 2.72 0 4 0 0 0.264 0.0075 0.750 44 0.264 1.561 0.400 4.281 2.602 PLAN INCLUDED FOR REFERENCE ONLY FROM WP0200600075/WPO200700078 AMENDMENT 5 0' 'S/W' Q I VDOT STD. i1 GR-2 TYP 11 LJ 2 Town & RB Nj S. AR Design Speed for Tower & Country Lone is 30 MPH. Design ADT for Town & Country Lane is 1,589 VPp. 5.0' 2:S' ,2,0 - sM.-9'E 4" MIN7T COMPACTED SUBGRADE 957 COMPACTED Lane Typical Cross Section Detail 53' R.O. W. 4" BM-25:0 5" Aggregate Base 4" PIPE Material, Type 1, Size 218 2-5 6.0' 51D' S/W 4 MIN. TO STORM STRUCTURE 1' VDOT STD. UD-4 UNOERDRAIN. (TRENCHED AFTER SUBBASE CI)VRE S IN' PLACE) 5.0, S/W R6 Fl(l to ST-K3 New To Amendment. ST-56 to ST-K1A Revised ,Per Field Asbuilt. 2.5' _ 45' 11' -2" - SM->9;5A 2% SLOPE - 11 4" ,MIN. J -- 4" BM-2,0 ,COMPACTED SUBGRADE 5" Aggregate Base 957 COMPACTED Material, Type 1, COMPACTED SUBGRADE-Z Size 21B m Dnve Typical Cross Section Detail, Sta. 17+24 to End LD-229 Storm Drain 4" County: Albemade- ,District: 5.0, VDOT STD': GR-Z CC 6 - 4" MIN. 1 2, _. 1 Xy - TO ,STORM STRUCTURE II � PIPE I' VDOT. STD. 'UD-4 I 11NDERDRAIN U (TRENCHED AFTER SUBBASE COURSE IS IN PLACE) °Design. Speed for Olympia Drive is 30 MPH. Design ADT for Olympia Drive is 1,589 VPD. From To Point Catch Runoff Inc Accum Tat Tot Tot lup On Pipe Inv Pipe Pipe Velocity Flowtime Pant A Coef AC AC _ TLC -- - Int Flow Inv Inv Len S Dim Cap Inc. (c 1 (min) nlhq (cfs) EI El (ftY (°6) (in) (oTs)' (ft/s) (min) 1 2 _ _"-3-- 4. 5 6 7 8 9 10 -11-12 -- 13 14 15 16 17 ST-9 ST-8 0.36 0.68 0.24 0.24 5.0 6.81 1.67 422.45 422.00 45 1.00°/ 15 6.46 4.51 0.17 ST-8B . TT-8A.-- - 012 0-80 0.10 0.10 5.0 6.81 065 43t 80 - 425.70 99 6,17% 15 1604 6A5 0.26 ST-8A ST-8 0.24 .0.85 0.20 0.30 5.3 - - 6.74 - 2.02 422.17 42t98 12 1,61% 15 8.2 5.64 0.03 . STD ST-7 007 . . ' . . . - , , 5.81 0.13 ST-7A ST-7 0.20 0.80MOT0.79 5.0 - 6.81 L09 420.51 420.00 76 0.67°b 15 5.25 3.49 036 15 6.77 6.26 0.01 STAR ST4 - - _ 0. 0 0.00 537 6.705,31 476S0 --4]2.�9 136 3.16% 18 18.7 9:50 0.24 ST-5: STR-0 0.`OB 08560 6.53 0:44 412:27 411.79 49 0.98% 15 6.4 3.1 - - 0.27 STD ST3 0.14 0.86 6.9 6.29 6.17, 409.69 -408.93 62 1„23% 18 11.6 5.0 0.21 ST-3A ST-3 2:13 0.90 1,92 ,` _- -1_92 6.0 6.53 12.53 409.25 408.93 16 -2.05% 24 32.4 --5:9 0.04 STJ _ " ST-2:-- 0:11 0,85 0.09' 2,99 7.1 624. 18,68 407.73 407.25 27 1.76% 24 0.0 10.9 0.04 ST-2D ST-2C 0.35 0.90 0.32 - - 0.32 5.00 6 87 2 15 428.67 425,42 101 3.12% 15 - - 9.3 7.1 0.24 ST-2C ST-28 0.07 _ 0.90 .006 0.38 5.24 6.74 2.55 425.22 42439 36 2:31% 15 9.8 , 6.9 0.09 ST-2A1 ST-2A 1 0.12 0.85 _ D.10 O'ill -- - 5.0 6.81Z55406,25 416.25 28 7.11% 15 15,11 2:3 0.27 ST-2A ST-2 0.00 0.00 0.0 0.69 5.6 'fi:65 ' �4W95 195 3 36% 15 11.8 8,5 0.38. ST-2 ST-1 0.11 0.90 O 10 3i8 -- 7.2 6.23 40600 Y4 1.76% 24 --- 300. 1.0.9 0.02 STR 58 3.98 STR57<<" 4,98 0 80 3 98 8:0 6.05 437.44 22 2.51 % 24 35 8 12.0 O.D3 STR`57 STR 56 0.18- 0.90 0.16 4.15 8.03 6,04 25.0 435.70 431.74 39 10.15% 36 2110 20.2 0.0 : ST- 1.0 --1.25 124 O -_20.8 o: - 2 E1D-K3�-- ST QA Refer tol Sheet R8 1.25 E_0 . _6.41 - --- 8.0 435.22 435 0 0. 0% 6.3 0.06 ST-K2A ST-K2 0.00 0.00 00 _ 1.25 6.56 6.39 8,0 43500 434.66 42 0.81% 24 28.3 '7.4 - - 0:09 ST-K2 SPK1 _ 0-.00-- 0.00 0.001 2,30 6.66 6.37 146 434.46 433.79 - = --66 - - 1.02%j 24 29.41 9.4 :0.12 ST-KA ST Ki 077 0.75 0.58 0.58 50 s- - 6.84 3:.9 434.66 434.54 24 0.0% 15 5.9 '" 5.2, 008 30 290 6.3 0.14 ST-K1A ST-58A 0.0 0.00 0.0 2.88 6..92 6.30 18.1 432.92 432: 110 -160 0.51% 30 29.0 6.3 042 STR 56 STIR 55 0.31 _ 0.90 0.28 7.30 8.06 6.03 44.0 431,54 430.07 293 0,50%- - - 36 47.2 7.6 0:64 STR 55 STR 54- - 0.00 0.00 0.00 7.30 8.70 5.89 43.0 429.97 424.27 -- 294 1.94% 361 92.9 13.0 0.38 STR 53 STR 52 0.15 0.90 0.14 7.44'_ _ 9.71 5.68 42.3 420.34 420.00 11 57 -0.60% 361 51:5 - 8.2 0.12 LD-204 Stormwater Inlet Computations Sag Inlets Orgy 8 m 2 -u E .` c ii o U E t Uu Q m u co U ¢ in t e `. 5 c v t U a i o o o a N n .Vn C9_ __ o4 N x m a g X Cn `N coo �° to 2 O w as n a a t] U 0 .- m 1 2 3 4 5 6 7 8 9 to 11_ - 12 13 14 15 16 17 18 19 20 2122 23 (A) Ise) tin" (0%) .(Cfa) (9,W ('I) ('/). ('7) (rt) (0) (of$) (Cfs) (t) (0) (It) STR 56 DIABB 8 0.31 -;0:90 0.28 0.28 4.00 1A2 00 1:12 0.030 0.02 0.083 3.99 0.21 92:2 1.03 0.09 STR 2B DF3B 6 - 0.23 0.90 �0.90 0.21 0.21 ` 4.0 0.83 0.09 0.92 0.040 0.02 0.083 288 -- 0.18 0.85 0.06 STIR DI-3B 6 011. olo 0.10 4,001 0.40 006 0.46 0.D48 0.02 0.083 2.19 017 _.,93.0 1.0o 0.46 0,0 STIR 2D DI3B n 8 0.35 o90 0.32 0.32 4.0 1.26 00 1.26 0040 0.02 0083 3,90 :020 98.0 L23 0.03 STR 2C DI _ 6 0.07 0.90 0.06 - 0,06 4.00 o.25 0.o3 a 28 0 040 - o:02 0 0B3 _ 1.40 0.11 10.0 0.28 0.0 - ...1. - SL 3 STR 3 STIR �DI�C, DI-3C. DI-3C. 8 6 6 0.07 o,11 0.18 0.85 0.85 0.85 0.06 0.09 0.15 0.06 0.09 0.15 4.00 4.0 4.0 0:24 037 0.61 0.00 0.0 00 0.24 0.37 0.61+ 0.01 0,01 0.02 _ 002 0.02 0,0831 0.083 0083' 5.40 3.-38 D23 019 10.0 10.0 10.0 0.24 0.37 0611 0.00 0.00Approach 00 Approach Spread 0.21 0.51 Right Spread Lefl -- 041 3.0 STIR DI-3B 8 0.08 0.85 0.07 �'0.07 4:0 027 --0.77 _ 007 0.02 0.[t331 1.28 0.10 10% STR 4 DI-3B 6 0.14 0.86 0.12 012 4 0 0.48 .- 0,46 0.07 0.02 0.083 1.43 0.12 T00% . r ST-`2D Added;, Drainage Calculations Revised For ST-2C. (Refer To KIA (Refer To.KIA SP) Chonge Per Asbuil4 �dcE N N N > .0 0-U main J 0- mdnr` m a) N Q Q E 2 N 1 C: 0. ;3-v O MN C i ICY E O Q Nm N ej r � a��a 0 p,a��a. na sic oa,,�pLTH Op� G � Z 0 '' TIMO Y RAY MILLER n Ur. No. 3D542 l Revisions: NO. DESCRIPTION I DATE Sheet No 09 Bryan D. Cichocki Z Lic. No. 53741 411 1 m E 0 0 rn u N N N C E H w_ _3jZ W W � 3 a LL o 3 O -5r 0 j U m Z w�-w O Z a o N 1-- O W Q M z h y ' W H 'g Q Q U L Z u Q (n � Q ? - V N O m = Q ZLri ur) O N U) w M LU U) a 7 � W J i H Z Q a O Ui a 0 0 O tY 2 F 0 N W N W S Q N U i Q N 0 0 v DATE > 0612812022 0 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A L JOB NO. 49421 SHEET NO. C6.3 �p1,`IH OF a, 108: MH 2 301 : DI 3B 6 ft Throat 100: DI-3C 8 ft Throat :%Z rhGtl STA P 41 .63 v, n O o 5 INV I Bryan D. Cichocb Z INV I Uc. No. 53741 INV OU Z�/Z�22 0 0 50yU SSIONAL PROFILE SCALE M E O 0 U N N C > E W a, z _Z w w v 3 Q LL o 3 0 a (if O L M Q J U W z w -vi O z > o raj, r O aN N o. V V' W W M 3O�x w O 9 Q � 0 N c H U a O m c '^ LO � N N W U) M (n d r W J i D z g U) 0 O x L7 O x O N W N 0 LU x Q N Q p N O~ n DATE 0612812022 O } DRAWN BY T. BRIGHT • DESIGNED BY 9 50 9 ) (� 50 • T. BRIGHT S C 100 S IC 403 S `j 08 S C 301 • CHECKED BY HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' B. CICHOCKI VERT SCALE: 1"=5 VERT SCALE: 1"=5 : • SCALE 104: MH-2 208: DI-3C 6 ft Throat 210: 15" Basin -Square Grate 102: DI 2C 6 ft Throat S STA 11+95.58 STA 12+03.52 1 "=50' TOP 427.66 TOP 427.15 • INV IN 420.84 (209) INV IN 421.12 (211) ° INV OUT 420.64 (207) INV OUT 420.92 (209) O `m m _ o m o m E_04 0 N 2 O `-' 2 M .N. U oD H N H V F V 00 ' M M00 W V y 0 M STR-2A1 <o N LO r °° o (q N 4 °' coo co N m Lo 04 CL = v STA 10+02.66 m N N °O a U °? N a O M E N a C%4 + V 00 F N+ 1�� F M+f� H ��N� TOP421.61 p�vz p0 p�vz =O o�az O PQaO lNVIN418.21 (203) Qa j > i6Qa> > NQo - �O> INV OUT418.01(EX4) cjUU))�? ? N�Oz z NU°Z z N(nHZ 440 440 w I- 4 435 435 EXISTING V / Q GRADE Q ' ^ PROPOSED v I 7 w 430 GRADE _ 430 Z j J EWER PI E 2-3 Q w LL TRENCH J i DRAIN Q 0 / z w 425 425 ~ m (2 w Q / 1.3' w / / 6" C SS 52 2 (A Q 6 DIP WATER INE A z z z 0 420 211 Q Q ~ 2 420 4 p p 205 61.07' OF 15" HDPE LL LL w 15" HDPE @ 1.00% O O LJ 112.11' OF 15" HOPE @ 1.00% 0 @ 1.00% 7. 9 415 415 O 19.89' OF 15" HDPE 213 15" HDPE @ 1.00% 74.96 OF @ 1.50% 12" HDPE @ 2. 0% 410 410 405 405 CO o °J ^ CO .� rj fp of ap O O R a V R V 7 V PROVIDE SAFETY SLAB FOR ALL MANHOLE STRUCTURES WITH HEIGHTS GREATER THAN 12'. JOB NO. 9 00 9 50 49421 STRC 100 - STRC 112 STRC 104 - STRC 214 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' SHEET NO. VERT SCALE: 1"=5 VERT SCALE: 1"=5 C7 0 TOP 412.63 N � M W � N ri � � 403: DI-3B 6 ft Throat INV IN 407.71 (101) = g � � z � STA 10+69.97 INV IN 407.71 (400) " v Q LL > > � TOP 415.58 INV OUT 407.51 (EX6) v~i z ? INV IN 411.23 (EX8) INV OUT 408.98 (402) 435 435 430 430 425 425 420 PROPOSED 420 G DE 415 415 2' EXISTING 410 GRADE 410 42 48.5 ' OF 1S' RCP 405 0010 405 400 19.70' OF 18" RCP @ 1.00% 400 400 h V v TR 1 - TR 4 - TA 10+40.28 STA 10+24.22 TOP 421.75 TOP 420.52 INV IN 415.87 (105) INV IN 413.85 (103) INV OUT 414.03 (103) � INV OUT 407.95 (101) C7 m m ui m °' o o � _ U L O `•.' L � .•' N 100: DI-3C 8 ft Throat � I.- N 108: MH-2 � m m STA 10+00.30 m �O STA 12+20.13 co � °'? N m � � m(+O `- N a TOP412.63 UnNO TOP 426.46 C)M N N+�� � �?+'ov � NMN� °°F INV IN407.71 (101) p�az � INV IN421.00(109) p�az � �QaO INV IN 407.71 (400) id Q a > > INV IN 418.83 (300) a0 j > � F O Z � ~ INV OUT 407.51 (EX6) � � � z z INV OUT 417.86 (107) � U) - 435 435 PROPOSED EXISTING GRADE GRADE 430 430 APPROXIMATE TRENCH INCLUDES FETY BOTTOM OF BLDG � DRAIN S (SL-1) FOOTER=423' 3.5' 425 � / IN. 425 L - RETAINING WALL 11 ✓ / z 121 z z 80' OF Q 420 Q HOPE � p 420 0 2.000 109 O O O O O 19.3 ' OF � � � 107 L05 L z LL z 15" DPE 1.00% @415HORIZONTAL 415 142.36'OQOQ DISTANCE OF BLDG FOOTER TO PIPE10'.374'OF@1A°�BOTTOM WALLFOOTER OF BLDG FOOTER EL. = 423' @ 45° RESULTS INAPPROXIMAE ELATION 18DPE A LOAD PLANE ELEVATION413'@PIPE.oil, @ 1 � 0% PIPE BEDDING EXCAVATION TO DEPTH OF 416'. 410 1.4 18 O 410 ROOF DRAIN CONNECTION ppROXIMATE @ 1.00% BUILDING LOA IP1901, LANE EL. = 41 ' 68' O 405 STEP DOWN STRUCTURE 405 @ 1.00°i6 WITH 2' STEEL PLATE. 400 400 CO �n N rn a v o co R 7 R tl 7 7 h R a rn 0 co L STA 10+00.00 STA 10+15.64 TOP 426.46 TOP 425.16 N 421.00 (109) INV IN 420.60 (EX N 418.83 (300) INV IN 419.26 (EX9) T 417.86 (107) INV OUT 419.06 (300) 445 445 440 440 435 435 430 430 PROPOSED GRADE 425 425 5. EXISTING GRADE 420 420 415 415 300 15.64' OF 18" HDPE @ 1.50°k 410 410 v N v TR 1 - TR 1 5 Bryan D. Cichacld Lie. No. 53741 0 STA 12+27.o��SSIONAL�1 24 3 0 50/U TOP 428.52 PROFILE SCALE INV OUT 425.25 (2-3) STA 11+88.19 2 Mo E STA 10+00.00 TOP 428.84 rn $ TOP 438.36 1 INV IN 424.86 (2-3) N c INV IN 422.78 (1-2) INV OUT 424.66 (1-2) > E F 440 440 445 445 445 445 445 445 440 440 w v E w � LU U. o 3 O p LL - wO `m,�-i U 0 W L M Q� Voo z GRAw — Li O z �"' om Z) a (A C O z 1­w 30'x vOi O o< "=LL p Ln v F�¢u O m �� U w M av W J O z CONNECT g TO EXISTING CL WATERLINE. CONTRACTOR TO Ui a 0 VERIFY LOCATION = AND ELEVATION 0 p N w N w Co Q N U 0 Q N z O v DATE 0 Co 0612812022 O } DRAWN BY T. BRIGHT • DESIGNED BY • T. BRIGHT • CHECKED BY 00 50 50 00 50 • B. CICHOCKI • • SCALE 1 "=50' 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+00 10+00 11+00 9+50 10+00 11+00 11+50 • CLEANOUT TO STR 1 FIRE LINE A FIRE LINE B FIRE LINE C FIRE LINE E • HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 440 440 440 440 v I CONNECTTO Uj EXISTING WATERLINE. CONTRACTOR TO VERIFY� J��' (— LOCATION AND ELEVATION v , Q ,^ Q '-' v I zL_j > LL w zQo zm� J Q U o Q z J z J � � O W om zo Co I— 50 50oi 9+00 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 FIRE LINE D WATERLINE A HORIZ SCALE: 1"=50' HORIZ SCALE: V=50' — VERT SCALE: 1"=5 VERT SCALE: V=5 JOB NO. 49421 SHEET NO. C7.1 \ \ � � PROPOSED ISTING PROPOSED GRADE DE BUILDING 435 WALL 435 430 430 12.1 � FFE = 428.65 2�1' 425 2-3 425 1- 188.19 OF 39.05' OF 6" P C 6" Ductile ron @ 1. 0% (C� 1.00°k 420 420 STORM INTERNAL DROP CONNECTION PIPE 213 WITH DOGHOUSE STRUCTURE 415 415 EXISTING SANITARY PIPE 410 410 405 405 10 00 11 00 12 00 13 V 7 R R V 435 435 PROPOSED UILDING WALL SPRINKLER ROOM 430 430 PROPOSED GRADE 428.65 "CLASS 52 r�3 5.2' 425 DI FIRE LINE 425 6"X6" TEE FROM WATER LINE A 420 / 420 / 11.25° EXISTING � VERT.BEND GRADE 415 415 1� O W zoz+ oC7 o 410 � �� � � � 410 405 405 10 00 11 00 11 � b a a N a rn 3 0 co L PROPOSED BUILDING 440 WALL 440 FDC PROPOSED 435 G DE 435 EXISTING GRADE � 430 430 FFE = 428.65 � 3.5' MIN. 425 425 6" CLASS 52 DIP FIRE LINE A 420 420 Z O V Ho wo 415 Co U) vc~i� 415 410 410 10 00 11 00 11 r\ r, a o a FIRE HYDRANT 440 ASSEMBLY 440 EXISTING GRADE 435 435 PROPOSED GRADE 3.5' MIN. 430 430 6" CLASS 52 �� DIP FIRE LINE B 425 � w N 425 Co WH ZO w0 ~ col u� rn m � 420 420 415 415 410 410 10 00 11 00 11 v 440 440 435 435 FIRE HYDRANT PROPOSED ASSEMBLY GRADE 430 430 ISTING GRADE 425 425 3.5' MIN. 420 � 420 � W N w � 0 6" SS 52 H w o_ DIP IRE LINE C XQ �Q 415 io� Co U) 415 410 410 10 00 11 N v 435 435 FIRE HYDRANT 430 430 PROPOSED GRADE 425 425 3.5' MIN. EXISTING GRADE 420 420 415 � 415 � w rn v 6" CLASS 52 w W z J N O p �° DIP FIRE LINE E 0 FW XQ >�W� O QmQ 410 m� �O �rn� 410 405 405 10 00 11 00 11 0 v 435 435 � PROPOSED BUILDING SPRINKLER PROPOSED WALL ROOM GRADE 3" D MESTIC LINE 430 430 FFE = 428.65 \ 3" WATER METER VAULT 4.5' � 3.5' 425 � FHA 425 EXISTIN GRADE L� 6"X6" TEE � TO FHA 420 Z 420 w 6' CLASS 52 ST RM Q D P WATERLINE PI E 207 � 415 � 415 O O M °p Z W O M °0 n Lll W p +O � +O +O W p rn H ~>� z z � _Z ~ i j Z u+j p m CD > J m W � p .> °p io � °�' N v � io � m � v~i °�' Co rn � m 410 410 405 405 10 00 11 00 12 00 13 00 14 00 15 00 16 00 16 o� °o o� r� °o N M R CO M M M M N N N N N � ^ � V R