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HomeMy WebLinkAboutWPO202200027 Plan - VSMP 2022-12-12VEHICLE TRIP GENERATION Bryan D. Cichacld 'Z TOWNEPLACE INN AND SUITES U Lic. No. 53741 ONAL SITE DATA: TAX MAP PARCEL AND OWNER INFO: TMP 78-9D (07800-00-00-009DO) 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(07800-00-00-009BO) GUADALAJARA CORPORATION IV ZONED: HIGHWAY COMMERCIAL (HC) USE: RESTAURANT TMP 78-9C (07800-00-00-009CO) TAP INVESTMENTS, LLC ZONED: HIGHWAY COMMERCIAL (HC) USE: NEIGHBORHOOD SHOPPING TMP 78-11B1 (07800-00-00-011B1) 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 IT 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 for Townplace Inn and Suites LAND USE ITE CODE AMOUNT UNITS WEEKDAY AM PEAK HOUR I PM PEAK HOUR ADT IN OUT TOTAL IN OUT TOTAL Hotel 310 120 Rooms 1003 35 30 f 65 42 31 73 VSMP/WPO SUBMISSION REF: WP02022-00027 COUNTY OF ALBEMARLE, VIRGINIA 06/28/2022 REVISED: 12/12/2022 g { PROJECT SITE , 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 CO.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 1 TILITY PROFILES iU 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 APPROVED by the Albemarle County Community Development Department Date 01/27/2023 File WP02022-00027 APPROVAL DATE M 0 x c� 0 p w w_ x z 0 W 0 0 z z w O U Z r O Z �_ O U U, O LU 0 W Z W m > U) LU �U) z g a n F 0 DATE 06/28/2022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A LLJ I� a C Z z (D Q > LU z�= u LU z�V) I—� m W LL LU Q>-0 �U O LLJ z 0 L JOB NO. 49421 SHEET NO. C0.0 O 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 DEVICE. 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. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER CONSTRUCTION INDUSTRY (29 CFR PART 1926).10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS 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 EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. INSPECTIONS AS OUTLINED IN THE USBC. PRIOR TO THE BEGINNING CONSTRUCTION. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA 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. PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER PROCEDURES. MAINI(). THE ALBEMARLE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE 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 TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. ORDINANCE SECTION 5.1.28. DEVELOPER/ CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN 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 UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE OF ALBEMARLE. TESTING OF ALL UTILITIES NOT COVERED R THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE MET IS IN L UI ES BUILDING SPECIAL 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING CONSTRUCTION ACTIVITIES. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 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 BLASTING NOTES WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 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 AA 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 g 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 AGGREGATTEE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE 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 PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE OR OTHER CONSTRUCTION. INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER 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 2011 EDITION OF THE 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO s VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, 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 �JI 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES FIRE APPARATUS IN ALL WEATHER CONDITIONS. W� 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 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: 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% ��t °< 4" 3,000 PSI AIR -ENTRAINED CONCRETE /COMPACTED SUBGRADE 4 TYPE 21B STONE COVER NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS CONCRETE SIDEWALK PAVEMENT SECTION No Scale -7 ro DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. "a6 nR awux ,ucro w 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. 34. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; A N f. THAN 1:48. ACCESS AISLES SHALL BEAT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 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 ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. TRAVEL FROM ADJACENT PARKING TO AND ACCESSIBLE BUILDING ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA ? �4 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 FACILITY. WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, FIRE MARSHAL'S OFFICE. ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. -rl 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 awa m PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING r. 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 10" 3,000 PSI AIR ENTRAINED PORTLAND A .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 . W�OYN.N 3 DUMPSER ENCLOSURE STORAGE SECTION A�q SCAIEse•rr s,ffL LOQC4ttE HASP DROP ROD, I' DVfE1ER x r W LONG WITH 9L DEGFEE BEND : DUMPSER ENCLOSURE & STORAGE ELEVATION A597 aweW-M PAW AREA OF rRASN �. fOFOJJ 6• DIAREIER BTEEL PR'E BO.LARDS FILLED W/ OONOREIE EXTERIOF FMISH srsT MFAJ FXIEPoOR SIDE � WN1 S• RERFCIPLED n11 fPoE;R 81PolO1WAL DYY�J STEEL GAPE POST>- EACN SIDE 6•DIA STEEL PIFE EOLL/JIDS FILLED V 024DIETE EA SIDE coND eLAJ3 wTN mNm REI1lOFCMG 6' EDGE DQIN -REFER TO 81IE PLAN ss'•i Y 2V-III' W-1 SM' (t:RiOfSFD 01111 WALL J P__ " Q _�Q_ O EXTEPoOR FADES CNLr FACES 77 1 -Io ! I- 0.sEA%tcD"c� � •. ..L. I41 Ii i I Pxosr PRacp,,. I � l NO6E E+B II �l • �T. meant I .. 0 . ._, ., ... SLla TO NAVE ... .(TYPICAL .''DEPRESSED 2 •aNFaNaLD TO MMIGATE JJW •. - RFILTRAT"I(N .... DUMPSER ENCLOSURE & STORAGE PLAN Pit P METAL DOPIIG TO MATCH ADJACEM LLWLL COLOR EXIEPoOR FlNIBH srsrEM reIFSJ EPS BATJD 611' MANLLALLY OPERATED OrEPolEAD GARAGE DOOR TO EXTERIOR STORAGE SPACE I. FIETdFY pRAIN/GE W-47A 18FE WIN NEALTM MSPEOTOR 1. PMNDE LELNG 3. DIAIPSTER EN0.0RIlff EXTERIOR FMISN TO MATON FNISH W MAM O HOTEL /TOAER = A NTEPoOR WALLS AND CELMGS PAINTED FNEN AT MNMM N SIAF EMOWIED Fl NRG) LKdR FIk11N2= Bryan D. Cichocki Z Uc. No. 53741 A4 wqu M E 0 N OV N IZ Q O > E w a; E w v 3 ¢ a o 3 U. �� K O L M Q J U W W J -N v E H v v �x .J)-,_ N = U > a Lei c rn O N � M W J ui O x c7 0 x F 0 w w_ x z O Ln > Z) O L� zz w E E O V z 0 Z CL O V Cif LO O o N z O Co > N w � (n z g a F DATE 0612812022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A V / LIJ I -I V/ Q J Q z z(D �a I -I > 2: Lu J W z I-q Lu m J Q U LL Q J } ­- Lu z � z O JOB NO. 49421 SHEET NO. C1.0 N 3 3- 90 2 o n0 2z 00 a o 2 C N '6 a w C E a0 0 w 0 0 W.� Z Od 2 $ 20 O L a 2 Y v X C 0.0 N 2 = 2 mN m C N O E 'M 06 a � 8 !0 'a 0 W.0 „ N V M 2 m h N C C V N 5E h w _ E L SIGNAGE NOTES: y,.1 g I■I .i ti:�1:. � AWAYO�«D'EK AWAYOE VAN 6'-8" MIN. ACCE89BLE 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 1-1/2" 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 Nyl plash sn-ansGQPRINAGEo Y91EM5 INC Tomanpw§ Tod"scat m 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 flush 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 PLANS/TAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (5) ADAPTER ANGLES VARIABLE 0" - 360° ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: 4"- 15"FOR CORRUGATED HOPE (ADS N-12 MOOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/COOS, CORRUGATED & RIBBED PVC WATERTIGHTJOINT _ (CORRUGATED HOPE SHOWN) 1- GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 705005, WITH THE EXCEPTION OF THE BRONZE GRATE 2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050-M 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER Si DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110065 4 - DRAINAGE CONNECTION STUB JOINTTIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12HANOOR DUAL WALL), N-12 HP, & PVC SEWER. 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO 360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. 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. SOLID WHITE LINE 24" S TOP (TYP, 12 STD. (VAR ES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING STOP BAR DETAIL NO SCALE SOLID WHITE LINE 6' 6' 2 � 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale 18" MIN WIDTH GUIDELINE W 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 SACKFUL 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 ASTM D2321. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4 �MIN 4 GRATEOPTIONS LQADRATING PARTS DRAWING III PEDESTRIAN MEETS KID 1599CGP 7001-1102W STANDARD MEETS H2O 1 151 7001-110-'M SOLID COVER MEETS K20 I 1599CGC 7001.110200 PEDESTRIAN BRONZE WA 11599CGPB 7001-110210 DOME WA 1599CGD 7001-110211 DROP IN GRATE LIGHT OUI1' 15D101 7001-110073 BOLLARD DETAIL No Scale PRECAST CONCRETE WHEEL STOP ACO DRAIN Type 676D Longitudinal ductile iron grate (ADA) Plan view Side elevation 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW PAVEMENT 2'-0" DIAMETER CONC. FOOTING TLENGTH ANCHOR WITH 5/e' REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP Description Part No. Length Width Weight Inches (mm) Inches (rum) lbs. DrainLok grate Type 676D Ductile iron longitudinal grate 142173 19.69 (500) 9.41 (239) 18.0 'DrainLok' locking mechanism AGO DrainLokTM is a patented, 11 bol8ess 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. AGO DrainLokTM grates are fitted wM an antEshurd O mechanism that restricts unwanted grate movement when installed, V improving durability and longevity of the system. ACO Polymer Products, Inc S P E C Northeast Saks Office 1Nese Sales Office 9470 Pinecone Drive 825 W. Beechcraft St. Southeast Sales Oce Follow us on 4211 Pleasant Road r�. Z ©� Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 Tel: (440) 639.7230 Tel: (520) 421-9988 Toll free: (800) 5434764 Electronic Contact Tol free: (800) 5434764 Toll Free: (888) 4909552 Fax: (803) 802-1063 info@ACODrain.us Fax: (440) 639-7235 Fax: (520) 421-9899 www.ACODrain.us • • O 0 ftgust 2017 ymer ACO PolP@duCts, Inc. This Formation Is hto be accurate but a is not gpnbpity anteed to be so. M cannot assume habr mi that buyer "ins vnn our product since conditions A use are beyond the control of Ile oampamy. a Bite curNnele responsibility to M4nm Uoti, and safely of product for his van use. KO Poymer Prodlnh Inc. reserves the right N change the product ant sperifici ions want nonce. August 2017 www.ACODraifil [ SIGN AND POST DETAIL No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (TYP.) o E&F a• SIGN STD. U POST GALVANIZED REFER TO VDOT STD STP-1 DETAIL FOR MOUNTING REQUIREMENTS HANDICAP SIGN LOCATION (VAN) 1 ■ J 8' 1 5' 8' 1 8' 8' TYPICAL I VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS 18'I 1 CONCRETE BUMPER BLOCK AS NOTED ON C4.0 & C4.1 FACE OF CURB 4" PAINTED STRIPE (TYPICAL) REGULAR SPACE SPECIFICATION CLAUSE E E K200 KLASSIKDRAIN'DRAINLOK' T PAVEMENTPER SEE NOTE DESIGN LOAD CLASS C d DOCUMENTS GENERAL THE SURFACE DRAINAGE SYSTEM SHALL BE . POLYMER CONCRETE K200 CHANNEL SYSTEM WITH • GALVANIZED STEEL EDGE RAILS AS MANUFACTURED d BY ACO POLYMER PRODUCTS, INC. p ad MATERIALS .4 CHANNELS SHALL BE MANUFACTURED FROM POLYESTER RESIN POLYMER CONCRETE WITH AN 6 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 4 FROST PROOF YES DILUTE ACID AND ALKALI RESISTANT YES 1 d d B117 SALT SPRAY TEST COMPLIANT YES 8" [200mm] - d _ d - THE SYSTEM SHALL BE 8" (200mm) NOMINAL 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 MALE/FEMALE JOINT. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY rn �J 8" [200mm] 8" [200mm] ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER 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 MAY BE 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. Beechcraft St 9470 Pinecone Dr. 4211 Pleasant Rd. ♦ Casa Grande, AZ 85122 Mentor, OH 44060 Fort Mill, SC 29708 INSTALLATION DRAWING - ACO DRAIN Tel: 520-421-9988 Tel: 440-639-7230 Tel 440-639-7230 DATE: 08/17/16 Fax 520-421-9899 Fax: 440-639-7235 Fax: 803-802-1063 Arizona Tel: 888-490-9552 e-mail: salesBacousa.com Ohio Tel: 800-543-4764 www.acousa.com South Carolina Tel: 800-543-4764 i Bryan D. Cichocki ZI Lie. No. 53741 ;is, Uri Iz 0 0 cD 0 0 Iz ED x I— w > x U a z 0 > 0 N Z 0 f z w 0 U z 0 z H a 0 U Lin O LU 0 z 0 m LU z a CL 0 a DATE 0612812022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A L`LJ 1 H� Vl Q Q z J z � > L 1 z W J < a W C)LU z I� m J Q U >_ III >_ O L� z 1 O � z `O 1 L JOB NO. 49421 SHEET NO. C1.1 EP CURB CUT -409 - - - � / 410- / l MHD �►/ TOP=421.47' - - - - - - - - INV. 1N=415.49' 15" RCP (E) V. IN1N=415.36' 15" RCP (S) W- - - - _ _ 15"RCP INV. OUT=414.77' 15"RCP IRON (F) I OUTLET, 24" RCP INV. (OUT)=404.36' IRON (F) I SD CURB INLET W/MHD I TOP=412.53' INV. IN=408.43' 15" RCP (E) INV. IN=406.79' 24" RCP (S) 1 1 INV. OUT=406.07' 24" RCP II 24"RCP��1 II II C&G EX. VAR. WIDTH SINM MAINTENANCE EASEMENT - DB. 3657, PG. 564 STR-1 SD CURB INLET W/ MHD TOP=412.61' INV. IN=408.62' 18"RCP (SW) INV. IN=408. 11' 24" RCP (SE) EX 20' PUBLIC DRAINAGE IRON (F) EASEMENT - DB. 3657, PG. 564 LEGEND CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD Cf 100.00, 36.97' 18.70' 21'1047" N39'1653 E 36.76' C2 140.00' 23.1 V 11.58, 9 2723" N45'0152'W 23.08' C3 140.00' 49-25' 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' 11 °40'14" N7'30'16 E 66.39' C6 47.50' 77.02' 49.97 92-5356" S48-0800"W 68.85' C7 282.57' 147.14' 75.28' 29.5004" N70 2950"W 145.48' LEGEND ® WATER VALVE =& FIRE HYDRANT ® WATER METER © SANITARY SEWER MANHOLE (MHS) STORM DRAINAGE MANHOLE ®® STORM DRAINAGE (SD) GRATE INLET -0 DRAINAGE/FLOW DIRECTION RCP REINFORCED CONCRETE PIPE HPDE HIGH DENSITY POL YETHYLENE PIPE PVC POLYVINYL PIPE 0n LIGHT POLE ® TELECOM/FIBER VAULT ® ROCKARMOR c� /411 ------------- �- _ a -24"RCPa a\a h, /________________ - W - UNDERGROUND WATER UTILITY MANAGED STEEP SLOPES SD CURB INLET W/ MHD - - - uGr- - - UNDERGROUND FIBER /TELECOM ' it TOP=421.61' - - -SAN- - - SANITARY SEWER PIPE 1412' ' 1 1 �^ a\0 C G 11 \ INV. OUT=418.01' 15" RCP TMP 78-9 G- - - UNDERGROUND GAS LINE CURB RAMP I I \ \ \ ?^ 11 `� \ TCO PARTNERS LLC 1 (S) \ EP \ \ DB. 4710, PG. 713 \ \ EDGE OF PAVEMENT (EP) / (ADA) TBM: SPIKE SET / r I CURRENT USE.' VACANT COMMERCIAL LAND \ \ W/DWS / / \ \ ELEV=418.27' / 11 \ \ \ ��i� DECIDUOUS (DEC) TREE 5' / \ 15" RCP ZONED: HC \ t tis F,JC 20'PUBLIC S8525'36Ei 31' �J / `\`\ \ \ \ -� SIGN / G' _ �/7< -413' \\ / -� I I I `� \ \ \ C&G CURB & GUTTER INAG/ EA EMENEI� G1O i��� /�//24"RCP-1� 3- , _ 414' ' ' T 1\ `\`\\\ \ \ SWK SIDEWALK / D 3657,_ 564 j r 4 f4 - / / l 4> f \ \ q 5 - - - _ _ I / \� \ \ DB. DEED BOOK - -414- - / \ \ _ 4 , - \ PG. PAGE _ I I '� 15" RCP \ \ -'q16`� 0 \\ \ INST. INSTRUMENT / SD CURB INLET W/MHD / 18"R � I I `d1 / / / - , , - 411' - , , ' ' �_ \ FD I TQS•� �Y \\ \ \ O (F) PROPERTY COR. FOUND, AS NOTED / TOP=414.96' / / / �y �j/p `\\ SD CURB INLET W/MHD \ (s) PROPERTYCOR. SET, AS NOTED INV. OUT=411.3 5" RCP - /i \ \ 412 / -` \ - ' J o O R TOP=427.28' \ - -41 / ' / ' 4 a 0,9 ' 'S bj y O,Q� \ \ INV. 1N=423.26' 15" RCP (S) \ \ CONTOUR INTERVAL = V 15"RCP -� 5 415_ TR-2 SD INLET W/FE3 ' / ' / �' `\ 4>s _/ A20 \ ' S2 A p(/e V INV. OUT=422.51' 15" RCP \ INV.(IN),408.79'24"RCP ' ` d2\ \ �/ / SAC !/, \ \ \ SD C B /NL W/MHD 1 II / / i \ \ \ / ' ' I ` V��' � \ \ `\ \ \ LTR-3 T - 15-58' H (S)r - - -af7_ _ L I / / / .a22 ' \ \ `\\ SD CURB INLET W/MHD\ \ \ l V. 1N=4 123'1 'RCP (W)4fs I I / \ \ / / `\ TOP- 28.85' V lN= 11.36' 1 " RCP (S) I I / I ROCK / \ \ / \� INV. 1N=424.95' 15" RCP \ \ INV. O T=409.4 ' 18" RCP t 5' ' ARMOR / \ \ / IR S p SE) \ \ W XI I _ _ _ 418- �) - l OUT=424.85' 15"RCP \ \ / J 1 / f / i / d23 EX 20' PUBLIC \ \ \ i \ i / \ _ ' / `r 15" R 114 _ _ _ DRAINAGE \ \ co (O O I I _ _ _ -419- _ -/ / / //' ' // / \//-- .?gA' \ - SEMENT \ \ = a I1 a2 a ' g' 1 / \ \ \ / I , 4 564 � / \ / ' / , / B.,y , \ EX 20' SANITARY SEWER W 0 p co W I11 / / -420- - 1 - -EX 20'PRIVATE / ' / ' / �c / \ / / / j j - - \ \ EASEMENT FOR ACSA () M m c 1 I I / / DRAINAGE EASEMENT , - ' / ' / / \ \_ / ' / \ \ DB. 3657, PG. 564 0 adX p p - -s> I ` / DB. 3657, PG. 564 EX.20'PUBLIC > 9 ;r I / I / - DRAINAGE ' I I / ' _ \ c ( ) Z ar ^ / ' 42 / / \ / \ MHS W/DROP CONN. M 2 I I / / ^ \ °21- - - / \ ' ' TMP 78-9D TOP=433.05' EASEMENT _ DB. 3657, PG. 564 0 I , ' PANTOP-S�TEL, LLCAVI ( ) _ \ / / / _ - ' / / \ ' (S) I \ ` \ INV. O =416.7059' 8"V C ( I \ DB. 671 PG. 95 VESTING / \ '3 (VESTING) / � / / � � I � \ SD CU NLET HD \ 3' , ' DB. 3657, PG. 564 PLAT i 6 / / / \ // P=432. EX. 20' & VAR. W 11 I 18'RCP-3 - - - - a2 , ' (PLAT) \ / WIDTH PUBLIC V� d2 / -' , - LOTD' - - \ byeN�4COU�8.3 "RCP -431 ' �c DRAINAGE / 2.397AC. (�JR�EYEDJ _ _ - / , ' �cA 1 I I ' ' \ / EX. CURRENT USE: VACANT COMMERCIAL LAND EASEMENT - .42/ I I I � / � -424 - - - - � / / ' DRAINAGE / / ` \ � 15" RCP / \ 1 I 15, J. / _ - ' / ZONED: HC / \ 42 B. 3657, PG. . - / ' EASEMENT \ \ \ / `R mob` \ 564 I I II '� I //' \ /� / /---------427--/ DB. 3657, PG. 564 9�'\\\ \ / a32' / / IRON / I I / - _ I I / � � / (SITE lS LIGHTLY (F) _ �1ACz zAIL 2 I I / L - \ 425 VEGETATED AT TIME OF \ 422 (S) I I / / / / ' �/ SURVEY) / \/ \ 426. MANAGED STEEP- \\ I \ / / / SLOPES 15" CP / 1 I / > I 11 j ' / \ / ' / / / / \ \ ' ; L / �e / MHS - \ / Bryan D. Cichacld 'Z U lie. No. 53741 ssIONAL ^� E 0 o N � N C > E F v E z w w H_ Lu U >,) O oLLo3 w 0 m ¢_j U00 z co N rv� ra� O0 a Z I­w 30'x U) O Lu v.. m > m �Lr; U p PN > F W J g 0 vi M 0 x c� F N � N LN Lu Q z 0 DATE 0612812022 0 / / - - - \ I I / TOP-435.35 I _ STR-4 MHD _ _ �//--------'' ------ - --` \ INV. IN=427.27'8"PVC E ` 1 /I / ILBOXES // INV.1N=4f8.22'8"PVC (S) T P=424.38' \ _ 427 - ' I �V. 1N=418.77' 18" RC��(GV) \ /� / � a3 /� \ I I INV. OUT=416.18/1B"RCP ' / / / / / \ ' / (� INV.-6UT=418.13' 8"PVC CL _424_----' ��\ / r / - CURB RAMP � / \ - ' / � \ IRON( l/ PK NAIL . b� I / / -18"RCP-4 / \ \ _ ,428' ' ' / _ _ \ ) / / `�S)gS / (F) /430 SD CURB INLET W/ DWS / / ' � ' / _ - � r - _ _ _ _ - ' ' � 432- \ / ) �S / / MHD N76°3938"W l j / /' / ' ' / / \ / / / ' / / r A I TOP=422.00' 13.43'_429- /---------' ,'` -/ -/� / w�\ INV. OUT=419.07' 15" / 8"DEC _ \ - ----'� /-----------------433'' r/ NAIL RCP // / // ,'----'// --- / I Jz EP I ____ _.a33 SD-CURBIN TW/1�9HD MAG Qj� /C78 / /ui 8„DEC '�' 4 // r- -------432-''--------- - - - - -- ry� _------- STR-5 OP=425.25' NAIL (S 11 I All \ - _ - - - - - - - - /� / _ / - r \ �g5" c / INV. 1N=419.2 15"RCP W h /�l r I I / .433 \ - - ' - - / / ,` ' / \� INV. 1N=420. ' 15" RCP (S) 'l g / / / / \�Ir IN .OUT= 9.14' 18"RCP /EP // \ \ ilV' ��ry cco I 8"DEC - / \ -43f- _ - - - r / IRON (3`) - - y / J / 'P - - _ _ 434- C47P G 1 G\ i �q C,,O_ bZ , G&�k�9432 _ _ / / ���- / \ 435 / / '- PK NAIL \�(ASD CURB INLET IN/MHO A/ R0/ / $_DEC - _ -/�-. _ _ - // / / // ' , \\s \ - - -435/, ^ \ _ //Gh / (F)r / TOP 425.59' „ G l\ '/ ' - 9 SSA - - - - - r/ / ' / INV. 1N=421.32 15 RCP (S)�� INV. 1N=421.34' 15" RCP \ \ b / �. / CONC. 3, - _ _ - _ • / , - _ _ - _ _ - / / / (SE) 11�Yys L'�/ BEG \ -\ ,,/' 0 (�/ ` REFUSE \�- 9g` -_436 INOUT=421.16' 15" RCP / S , b3 a� ti PAD / r V. `� •, TEM.,SPIKE S - l - ' / �h 1/ / r \ ' /_ / _ _ /� \ PK NAIL (F) �� �r ZQ EL EX. 30'& VAR. WIDTH EV. 435.53' /,p�+ /a�/ ^�� IRON () S EX. VAR. WIDTH ACCESS EASEMENT �\ �+'� Ana DRAINAGE DB. 3339, PG. 701 \ l' \ 9� r- _ ig / ? - EASEMENT / a34 ' �/ DEPRESSED , � / / EX. VAR. WIDTH / DB. 3339, PG. 701 �' - - - ad6 / r � \ \ CURB UTILITY EASEMENT' r/ \ \ \ _ �' \ ' ' 'Y\ FOR ACSA / 8" WATERLIN \ - Sy / FIRE HYDRANT�� \ \ DB. 3657, PG. 564 TMP 78-98 / / �W I �� �� / /t n \��/ �t 0 / / / A35 1 I / SAN CO / ` \ . \ \ sq /� - /aV� / �' MHD GUADALAJARA CORPORA TION IV / / / _ TOP=438.31' \ CT \ \ \ IRON i °A�� TOP=439.20' DB. 3339, PG. 710 / \ i MAG / EX. 20' & VAR. WIDTH \ \ \ \ (S) �p9 \ / / INV. 1N=434.12' 24" RCP (E)\ CURRENT USE: RESTAURANT 'UTILITYEASEMENT c�a / ,S % JI 5 \ - \ / �' INV. 1N=434.19' 18"HDPE EX. 20' WATER LINE / / Milt (S) / FOR ACSA CONC. � - \ ` ` \ - i / � � / � ' INV. OUT=433.95' 24" HDPE \ ZONED: HC EASEMENT FOR / / - - \ \ \ / EX. T & VAR. / p'h A3 / DB. 3657, PG. 564 / DRAINAGE � � � IRON „ / i' � WIDTH ACCESS \ ACSA / / / b3g/ / FLUME \ \\ / �S) / / 1$ / EASEMENT DB, 3339, PG. 701 / 1 PIPE INLET, 12"HDPE \\ / / �' TMP 78-11B1 (HW,L 4) V, \_� �\ DB. 3657 iiL/ ` SANDALLC V. �11IN(IN)=436.68' \ G / DB. 4559, PG. 55 (VESTING) MHS (W` DROP CONIC) \ �a, �PPxb �/ FIRE DB. 4174, PG. 1 (PLAT) / \ / / HYDRANT TOP=43701'\\ 9� N40 18'12' / / CURRENT USE' COMMERCIAL CAR SALES PARKING TMP 78-9C / INV.=431.5T INSPECT. \ \� \ 13.85' / %/ MHS ZONED: HC - ARM / / TOP=439.34' 00 / / TAP INVESTMENTS, LLC / / INV. 1N=419.72'8"PVC (E) _ / / INV. 1N=420.91' 8"PVC PKtIL (F) \\ / /p / OB. 3657, PG. 606 �/INV. OUT=419.64' 8"PVCz / DROPS A 4.36' \ / CURRENT USE: NEIGHBORHOOD SHOPPING ZONED: HC INV. 1N=420.11' 8" PVC (W)- / INV. OUT=420.02' 8" PVC / SD INLET WI/GRATE / � Or1\�l 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.1N=436.08' 12" HDPE (W) / 01 CURRENT USE: AUTOMOBILE SHOWROOM INV. OUT=435.90' 18"HDPE �� ZONED: HC DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE 1"=20' Lu J z V/ z(Dz Q>O zQ� zmo Q v o0 Q z ��z W � z � H� /O Lu JOB NO. 49421 SHEET NO. Cz. 0 L LEGEND: IRON (F) OUTLE, 24"RCP EX. VAR. WIDTH SWM �� TL CURB I INV. (OUT)=404.36' MAINTENANCE EASEMENT EP DB. 3657, PG. 564 / / \ \ \ \ REMOVE CONCRETE IRON (F) I SD CURB INLET W/MHD REMOVE AND REPLACE STR-1 SD CURB INLET W/ CURB CUT TOP=412.53' MHD / \ \ Bryan D. Cichacld Z INV. 1N=408.43' 15"RCP (E) / \ El REMOVE ASPHALT L� I TOP=412.61' � / \ Lic. No. 53741 � -409 - - - INV. 1N=406.79'24"RCP (S) INV. 1N=408.62' 18"RCP ' II INV. OUT=406.07'24"RCP (SW) I I INV. IN=408. 11'24" RCP EX 20'PUBLIC MHD l \ \ \ \ \ REMOVE TREE O'��'S+ yGSY' 24"RCP �F I _ \ SIONAL (SE) DRAINAGE _ \ \ / -410- It 11 _ IRON F OPIN=415.49' 15" RCP (E) \ \ L7 -RCP. () EASEMENT \ C&G \ - SAW CUT DB. 3657, PG. 564 - - _ - ---------------- / INV. 1N=415.36' 15"RCP(S) \ 15"RCP INV. OUT=414.77'15"RCP \ \ o E M O mu SD CURB INLET W/ MHD \ *E F a12, REMOVEAND REMOVEANDRELOCATE II 11 / a d°� 0/ CMG II ��� TOP=421.61' TMP78-9 \ \ _ > z w w REPLACE EXISTING SIDEWALK 114 / a a^A I I INV. OUT=418.01' 15"RCP TCO PARTNERS LLC \ \ U ° 3 � CURB RAMP I S � \ `� \ \ ¢ a o 3 O (ADA) O EP 1 / / ` DB. 471 Q PG. 713 \ o w 0 V W/DWS i I I \ a w c� oo z CURRENT USE: VACANT COMMERCIAL LAND \ s W s - - f 5' ��� 11 15" RCP \ \ ZONED: HC \ \ ; o p j 20'PUBLIC / S85°25'3B'E 123.31' �l I `� \ \ W N v a O 'OR INAGE -413- 0� 1 11 \ \ \ z V z a- _ If I I IRON (S) I 1- I \ EA EMEN -414 -' 3- REMOVE24"SCP-'` _ _ / I 1 I II `� p\ \\ \ a LL o O ' DB 3657, . 564 -414_ - //ir / l 411 24" RCP PIPE TO REMAIN I _ I \`� o a ' LO i . ' / IRON F \ 00 x = z .. \ DURING PHASE I E&SC FOR _ _ . - ' _ - ' _ _ I '� 15" RCP O \ o p g i _ SD CURB INLET W/MHD 1"'/ RCP-� I I I I ` Q10 / PIPE OUTLET SEDIMENT TRAP 7 _ - ' `_� // i Fp I 74S J� ``\ \ \ \ Q ~ c i^ V m ' TOP=414.96' i % 1 _ / /C I V �f `� SD CURB INLET W/MHD \ Z $ N > i / a1s - \ / _ . ?� C q A w INV. OUT=411.36' 15" RCP - a 12, ` , ` _ - ' _ \ , _ . - 1 / `� pe 4 /1,7 �,q TOP=427.28' \ \ v M I - -415, / i �/ 9 6S /y R INV. 1N=423.26' 15" RCP (S) \ \ o J i% REMOVE �_ - a19' i \ I a O d OT ` o y Q2 S A U V INV. OUT=422.51' 15"RCP � H z 15" RCP -0 / 415_ TR-2 SD INLET W/ FE8 ' 0 ` �' `� o w 41s /I INV. (IN)�08.79 24"RCP , _ - ' 1 ' \ \ / 2� A C Ss �/C `� \ \ SCALE 1 "=20' g R9M0 SAND EPLA E REMOVEAND i ` a2 I 4 R �= \\ \ \ a SO C B 1NL W/ MHD I H S ' TR-3 T =_4L5 58' I (�'REP-(r4CE L I �' / .422 \ 1 _ ' ' `�\ SD CURB INLET W/MHD\ \ \ 0 20' 40' Oa -4rr_ _ l V. 1N=4 123 1 RCP (W)47s I / MANHOLE REMOVE / \ �' / `� \ TOP=428.85' \ 0 V, - 11.36' 1 " RCP (S)� I I �' 'ROCK / \ \ �� INV. 1N=424.95' 15"RCP \ \ _ 1NV. O T=409.4 ' 18" RCP i 5' I ARMOR / \ < / IRON (S) / _ _ _ - - l ) OUT=424.85' 15" RCP \ \ p LU it I _ - 41a- - - - - ' / - I VACATE PUBLIC ' JII /� / DRAINAGyEA3�EMENT a2 \ / a \ U I I / ` UP TD PROPERTY LINE ' / 3 / ' / / \ ' / Ss ry 15" RCP j j 4 _ DRAINAGUBLIC \ \ w w ry J _ \- w N 3o -I, -419- -' / _ SEMENT \ \ 0] 4/ \ / A cc I DB. 57, PG. \ \ a ❑ 'n a 0 a v REMOVEAND RELOCATE\ / 564 \ p ry x a IL l a / ''/ 424" \ / e bti I I z ~ r EXISTING SIDEWALK \ yACATE / ��'�, I I _ _ \ \ EX 20' SANITARY SEWERpl� DATE W O � U) M W ' I -420- - FX.20'PRIVATE �' / \ \ / ' - \ \ EASEMENT FOR ACSA > V " " c DRAINAGE EASEMENT , ' ' / \ ' I \ \ DB. 3657, PG. 564 0612812022 U 06 ❑ ❑ - 4/ o ` ' DB.3657,PG.56�-' /' I p 5/ \ / \ r EX EASEMENT > s \ a / I / / ' ' / / ' / / �' / \ \ \ TOP=43/DR DRAWN BRIGHT DRAINAGE /Z °a 2 I / aZq _ _ - ' ' , ' / _ -42 ' \ \ / \ / \ MHS (W/DROP CONK) / \ \' ' \ I \ INV. IN=416.70' 8" PVC S LO D8. 3657, PG. 564 � � � � ' ' - � ' / � � � � � \ \ ( ) / i \ ' ' / INV. OUT=416.59' 8"PVC H i► 1 REMOVE _ _ _ -\ /' (S) • DESIGNED BY 4 I ' \ / \ \ \ SD CU NLET HD \ EX.20'& VAR. W 1I ' 18"RCP-3 2 423 / _ _ p26 i \ / i �� / T. BRIGHT \ P=432. \ / WIDTH PUBLIC V b2 ' 0' -a3 \ ' �� II�J<OUT=428.3 "RCP 1 ' c� \ • " � � _ \ � � c DRAINAGE / _ ' VACATE / dti / FA CHECKED BY III � / � � EX. 20' PRIVATE EASEMENT - 42/. I I 1 \ . -a24 - - - - ' J. � _ � ' ' / � �' DRAINAGE \� \ / / `���,.� 1\RCP / � \ • B. CICHOCKI 42 3. 3657, PG. 15' _ - - / ' EASEMENT 564 I _I k ' I REMOVEAN6 RELOCATE \ / / - - - - - - - - 427- - DB. 3657, PG. 564 \ / / \ / `� \ / 432' ) > • • SCALE / IRON I I EXISTINd SIDEWALK _ _ / 9 \ / s- I I / /\ \ (SITE IS LIGHTLY _ _ \ pti \ F �� / • 1 "=20' (F) a22- _ _NAG N (5) 1 I ' ' / .425- VEGETATEDSURVEY) OF III REMOVE AND/REPLACE 426 15" CP \/ h30 \ \ / 1 // / • I CURB FOR ONE am / _ • DIRECTION REMyEi \ , , ' / \ \ /' c ��� 1/ ILMHS 3 / / CG1/2 TYPE 8 STR 4 MHD � ' \ , � - � ' _ _ - - - _ _ _ - _ � \ I � / / � TOP=435.35' j \ _ \ TO/P=424.38' y' \ -427 1 ' 1 RELOCATE 1 /NV. 1N=4272�'8"PVC (E) jNV. 1N=418.77' 18"RCF?(GV) \ /� - - - _ , _ 43 T 1 MAILBOXES / / INV. 1N=4,/8.22' 8" PVC (S) I I / '� INV. 6UT=418.13' 8"PVC REMOVEAND _ � INV. OUT=416.18�18"RCP � \ , � � � / �' \ � qa / -.� _ / RERl4°10EEUR6 / / ' ' / _ IRON /REMOVE � . / \ - _ ' � � / ' / � _ \ ' / S) ' aSs ° // PKNAIL .b36 - CURB RAMP 18" RCP-4 / ' - - ' (ADA) W/ / Y ' - 430 - - ' �gB• / (F) ' SD CURB INLET W/ DWS REMOVE ' / _ - - - - - - - - \ \ \ - q32- - - / / ' \ RELOCATE N76 39 38 "W / i fREE / ' ' _ ' MHD ° \ / \ _ / / TOP=422.00' - _ _ SIGNS ` 1 / 13.43' '/ (�P) VA�ATE '/ \ _429---' / ---- ' - MAG W I \ W INV. OUT=419.07' 15" / "DEC _ ' PUBLIC DRAINAGE ' \ . ' / _ - - - - - 431 - - _ _ _ _ _ - ' - _ _ _ - 433- ' / NAIL RCP , _ - ' . EASEMENT UP,fO /' / i _ _ _ _ _ - - - S: (S) 11 J/ EP PROPER,7Y LINE \ / ' ' REMOVE I3gPLACE_ 425 / / \ � � � / 433 ' / / \ 434- / /SD -CURB IN TW19H-D MAG 11 C� � 8"DEC _ 430- - 432 ---------------------- � "� � '^ STR-5 OP=42525' NAIL (S V / / 81 0_1 \ _ _ - - - - - - - - - �/ /�� / / ' ' ' - - r \ 5' \ % ) yry0 RCylG10VE CU p Q INV. 1N=419.2 15" RCP (W) h 1/ l I ' / y4CATE SECT(bN , . a33 - ' , , , - - - - _ _ _ ` ` ' / INV. 1N=420. '15-RCP(S) � , - - _ _ _ - VACATE SECTION IN . OUT= 9.14' 18"RCP /% I 92 G 60 8"DEC - 431 _ OFACSAEASEMENT J _ _ I / / / 18" (J \/ ///�✓ � , , � - - - - i IRON�(g) I - - , , , ' �,, � ' - - - _ _ - a3a - OF ACSA EASEMENT / � � 'J � z J RA P C, \ \ 4 �qY \ 432 _ _ / / \ / \435" / \ _PKNAIL LLJ N (ADA SD CURB INLET //MHD I gip\ l Q30/ / 8"DEC - - - \ _ / �^ /i \�N6 ° _ - - 435 / _ / // / G7`h / (F) 8�S /// 7� Q WS / TOP 42559' ��G I\ / '' 9Ss� , - - - - ` , ' // / /Q Z w O / INV. 1N=421.32 15 RCP (5) _ - - - - - - - _ INV. 1N=421.34' 15"RCP \ �' b / �/ CONC. \ SK, ''3 - - ` G \\ h/// / (SE) I / ys 2. / / e DEG \ �' C) / ` REFUSE 9� a36 , _ _ _ _ _ - - / j\ / / /�' \ w LL INV. OUT=421.16' 15" RCP / 9 , b3 4r PAD / ~ j �o-sr ��l ,_� y rti/ Q \\ �� / -_ /t' ��� PKNAIL (F) ti��/c1( U J EX. 30'& VAR. WIDTH l \c / �y' /09 /p�/ /\� IRONS h31 / //// / \ z O EX. VAR. WIDTH ACCESS EASEMENT �\ �?B b3� _ �p / �o () DRAINAGE DB. 3339, PG. 701 \ l \ 9i, r= ' / / / p EASEMENT / DEPRESSED _ ` / EX. VAR. WIDTH / / \ U W DB. 3339, PG. 701 \ �� p�0 / / lW CURB - _ \ 43a' / / / UTILITY EASEMENT' / w Q I \ a3b x b36'i) jEMOVE CURE / '�� \ FOR ACSA i \ DB. 3657, PG. 564 < IMP 78-9B REMOVE CURB / / \ 35 1 / - - SAN CO Ly \� \ sq y��_ �0 MHD O GUADALAJARA CORPORATION IV / / / _ TOP=438.31' 5P `\ IRON °Q�� \ �� TOP=439.20' \ _ - EX, 20'& VAR. WIDTH (S) �' �p9 INV. 1N=434.12'24"RCP (E)\ DB. 3339, PG. 710 / / MAG / y _ CURRENT USE: RESTAURANT / t� ' milt S 'UTILITYEASEMENT' �'�a / ,S % pl \ INV. 1N=434.19' 18"HOPE EX 20' WATER LINE () / - ! ✓ > INV. OUT=433.95'24"HDPE \ ZONED: HC / � \ FHA TO BE RELOCATED FOR ACSA � CONC. � _ EX. 30' &VAR. EASEMENT FOR 6 ' / ' \ ACSA / / / d� Ag1 ' AND REPLACED DURING DB. 3657, PG. 564 / DRAINAGE \ IRON / �' WIDTH ACCESS / 38 PHASE 2 E&SC (SEE SHEET C4.0) / FLUME �� / (S) / / 1$ EASEMENT DB. 3339, PG. 701 / b PIPE INLET, 12"HDPE / DB. 3657, PG. TMP78-11B1 (HW, L=4) 564 SANDAV, LLC INV. (IN)=436.68' DB. 4559, PG. 55(VESTING) MHS (WI DROP CONN.) �, t�P \V%' DB. 4174, PG. 1 (PLAT) TOP=43701' �\�� 5� N40018'12' CURRENT USE: COMMERCIAL CAR SALES PARKING IMP 78-9C INV.=431.57' INSPECT. 1185' � %' MHS ZONED: HC - < TAP INVESTMENTS, LLC / ARM \� �i' TOP=439.34' DB. 3657, PG. 606 / INV. IN=420.91'8"PVC PK AIL (F) ��� 0� ��' INV. INV. OUT=419.64' 8" PVC 1N=419.72'8"PVC (E) CURRENT USE: NEIGHBORHOOD SHOPPING � DROP (S) A 4.38' �� � � ZONED. HC / INV 1N=420.11' 8" PVC (W) _ / INV. OUT=420.02' 8" PVC �� � JOB NO. VACATE /`'P SD INLET W11 GRATE OX, TMP 78-9A 49421 EX.20'PRIVATE TOP=439.48' 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 / f ZONED: HC Cz, 1 L EROSION AND SEDIMENT CONTROL NARRATIVE: MINIMUM STANDARDS: GENERAL EROSION AND SEDIMENT CONTROL NOTES: PROJECT DESCRIPTION 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 SO", EXISTING 24" STORM PIPE "RCP-1", RIPRAP, AND SIDEWALK AS NEEDED. SEE SHEET C2.0 FOR EXISTING INFRASTRUCTURE REFERENCES. 6. INSTALL PROPOSED STORM STRUCTURES AND STORM PIPES AS SHOWN ON SHEET C3.2. 7. INSTALL DIVERSION DIKES, CLEAR AND GRADE PIPE OUTLET SEDIMENT TRAP AS SHOWN ON SHEET C3.2. SEE THIS SHEET FOR TRAP DETAILS. 8. 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. 9. 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, THE EXISTING 18" STORM PIPE "RCP-3" 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 FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 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. ES-1: UNLESS OTHERWISE INDICATED CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE, ENSURE THAT PUMP INLET IS KEPT ABOVE SETTLED SEDIMENT. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION 71D: RABUN CLAY LOAM, 15 TO 25 PERCENT SLOPES 88: UDORTHENTS, LOAMY, 2 TO 25 PERCENT SLOPES 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 24" RCP. GROUT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF 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. 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' i 1 18" CMP PERFORATED R'cCo 3.5' MIN. O O O TOP OF RISER: 415.5' O O O BOTTOM OF DRY STORAGE = 413' BOTTOM OF TRAP: 409' CONC. BASE 6" 18" OR 4' STEEL BASE (A5 SHOWN; 18" CMP BARREL I 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 409 360 410 557.6 411 827.94 412 1102.1 413 1416.87 414 1775.65 415 2182.09 415.5 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 Bryan D. Cichodd Z U lie. No. 53741 I �OSY' ONAL ^� E 0 0 rn U N � N 0 Q O > E w v E H_ w w 3 Q UM o 3 p LL - wO`m� 0 LUL M Qom_ V00 W Jco -N M rn C7W NV w 1. 30'x LL p Q v U-) =v>M F Q . E0 MO1 N W M o w H z z w O V z r O Z O V VV) O C) U) Z O m U > V) w U) z g a F 0 DATE 0612812022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A U) F-I LU Q 0 LU LU cn O C 2: z"J >O w z Q �- zwz I -I m O J LU < U U0 Qz zz J LU � O LLJ O 06 z O I-4 V O ce LU JOB NO. 49421 SHEET NO. C3.0 L Provided Storage 125 CY Wet 175CYD 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA / I li�i�ilili�i�i••M ���•• 4 .• •i•N1 • _ IIII � IIII � "Iil`� • ' • 1 1 1 ' l I:,"vl;lll;l)III; III;III I....... 1' gggg • • . • • Al179 • •• 1 / ..• . • ILI n:�ll--'iia0 • • • • • fro=ir ro=ir � • • • � - R irR ir.ir=n u. All r =ir n it n it n" it n"n n • ' • iiii• • : ......_... •OWN - • 0�Y' 1. ' II• l , • • ar 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 PRA TENSE, TIMOTHY, CLIMAX' 1.20 'CLIMAX' 12.00% TRIFOLIUM HYBRIDUM ALSIKE CLOVER 3.25 10.00% AGROSTIS PERENNANS, AUTUMN BENTGRASS, 14.00 ALBANY PINE BUSH- ALBANY PINE BUSH - NYECOTYPE NY ECOTYPE 8.00% AGROSTISALBA 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 No Scale 3" SV-2A AS?I-iP,Lf C7r ('O.eRSF -6" MIN, 21A A,, F ""AI' BASE PROFILE i. - ASPI IALT PAVED '�'lASHRACK ! EXIST.NC 2% ) PAVFVFVT-' t2% '2' 'MUST EXfcN7 FLL'_ 'NDTH 3.36-1 F INCRE AN EGRESS 'PERATIOV TMENT-1) PLAN 12, Mrs POSIT'VL DRAINAGF TO SEJIVENT TRA�P�NG P�VICF PO.;l I'VL DHAMAGL ITO SEDIMENT IRAPPING I7';-VICE FILTER sLC�I (-'-- SECTION A -A A nulIiinuul water tap of 1 utch Must be nlstalled vith a niuthinuu 1 hich ballcock Alutoffvalve supplying a wash hose TNith a diameter of 1.5 niche„ for adequate C 011.-taut )1e-. � e .tue 'Wash water' unl..t be canTecl away from the enhance to an 1 } approved settlil, area to remove edime lt. All sediment shall be prevented 5-out ellteliwz stolill dl'all1S, ditches of watercoui'ties. PAVED WASH RACK tv0 SSA-.0 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) 419 1982 420 2447 82.0 421 2937 99.7 181.7 Storage: storage required (cy) (134"DA) 119.3 bottom of excavation (ft) 419.00 top of inlet elevation 421.00 storage provided (cy) 181.7 slope of wet storage sides 2:1 IF FLATPEA IS USED, INCREASE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS 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 x EXCAVATED DROP INLET SEDIMENT TRAP -LADEN RUNOFF STORM WATER WITH LARGER PARTICLES REMOVED FLJOV now r � r i DEPTH BELOW TOP OF INLET: K- MIN. V- MAX. 2' e WEEP HOLES FOR DEWATERING rw/mllfil LARGER PARTICLES SETTLE OUT SPECIFIC APPLICATION 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 Plate 3.074 PHASE II EXCAVATED DROP INLET SEDIMENT TRAP No Scale COMPACTED 18" MIN. I r1". r IA I I I I 4.5' MIN. DD CWD TEMPORARY DIVERSION DIKE No Scale 70' MIN. FILTER T ° 'wf" Af CLOTH J SIDE ELEVATION EXISTING GROUND �CWD TO HAVE VDOT STANDARD EC-2 MATTING ON UPHILL SIDE FLOW r5:1 EXISTING PAVEMENT MOUNTABLE BERM (OPTIONAL) WASHRACK J 1p' MIN. B OPTIONAL 10 EXISTING 12' MIN. MIN. PAVEMENT VDOT#1 COARSE AGGREGATE B POSITIVE {DRAINAGE TO r� T 1p' MIN. L *MUST EXTEND FULL WIDTH OF SEDIMENT INGRESS AND EGRESS OPERATION TRAPPING DEVICE PLAN VIEW 12' MIN. 3" MIN. 3" MIN. FILTER CLOTH SECTION A -A 6'-7" REINFORCED CONCRETE DRAIN SPACE SECTION B-B CE STONE CONSTRUCTION ENTRANCE No Scale ij GRAVEL FILTER 12 RUNOFF WATER WIRE MESH FILTERED WATER SEDIMENT 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 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS (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 D. Cichacld 'Z U lie. No. 53741 0 �t t SS ONAL 464 N � 3.09-1 0 > E v E F z w W H-Lu W oLLo3 w 0 O m ¢_j UOMo z K ; co N aUIN� O (7 W a vM 30,nx UI O LL oa == UU)) v" O .. x�a� m c r 7 P nO .fir > LU F W J g 0 N O x (7 0 F p N w N LU W O 2 Q N Q z O DATE V1 > 0612812022 0 DRAWN BY T. BRIGHT DESIGNED BY • • T. BRIGHT • CHECKED BY 3.02 B. CICHOCKI • • SCALE • N/A Q LU 0 L� 0 Llj Q LLD, Q 0 z z \� z / 0 z Q oc z co J V) >_ Uo0 Q Z O LLJ >z G I --I -0 O ,�^ v , 66 z 0 I, -^I V 1 0 cl� W 3.31 10B NO. 49421 SHEET NO. C3.1 L NOTE: CONTRACTOR SHALL NOT ENCROACH PAST THE EROSION CONTROL LEGEND PROPERTY BOUNDARY DURING CONSTRUCTION * OF L _ = LIMITS OF DISTURBANCE r OUTLET PROTECTION. SEE NOTE PROVIDED ON SHEET C6.3. ®®®®■ SEDIMENT TRAP DRAINAGE AREA Bryan D. Cichocld Z aos - - - 0P lie. No. 53741 SAFETY FENCE 3.01 U / I T\ CE PCE i CONSTRUCTION ENTRANCE 3.02 REMOVE AND REPLACE EXISITNG SF SILT FENCE 3.05 fX IONAL / II II INSERT TEMPORARY 18" CMP INTO / CURB INLET "STR-1" WITH PROPOSED STORM PIPE "101" AND GROUT FOR A WATER SEAL. IP ® INLET PROTECTION 3.07 DI STRUCTURE"100". - ___ INSTALL E8"CMPRISER STRUCTURE ASDETAILED M I IP ----- _-= ON SHEET C3.0. DD o DIVERSION DIKE 3.09 N U rr -'/ jll ' P^p ^5,----------------------------� ST SEDIMENT TRAP 3.13 >E F r __------- 100 11 D A^o 1/ / ---- II��\ u, ° E z Lu TMP78-9 OP OUTLET PROTECTION 3.18 H- w N 3 .g 14 101 ' a a^� I I \� TCO PARTNERS LLC w ° 3 / 400 Ip PERFORATED 18" RISER STRUCTURE ���� O ¢ a o 3 O r 401 SF SAF �\ \ DB. 4710, PG. 713 Tg TEMPORARY SEEDING 3.31 0 U. 0 . c� r (DETAILED ON SHEET C3.0) / r 1 \ CURRENT USE: VACANT COMMERCIAL LAND s W L �j ZONED: HC pg PERMANENT SEEDING 3.32 w 1- N p Z 414 A7— SF SAF II ' ��� ��NM a O - 415 S R-2 r / � � \ U Lu 415 MU MULCHING 3.35 z t` ; "' � O r u SAF 4-- 41 S T 4 11 / �� 0- 417 'x CJ z REMOVE AND REPLACE EXISTING 417 _ - \III / �\ 3.36 LL W O 416 BM AREAS STEEPER 9 a 0 In CURB INLET "STR-3" WITH PROPO D -4f4_ _ SF / - _ _ IP �� 0 a In DI STRUCTURE "403". EXISTI G 18" 414 - ' _ - ' AF \ �� THAN 3:1 TO BE v z PIPE "RCP-3" TO REMAIN URING 412 _ a17- - _ - / 402 �� STABILIZED WITH PHASE I E&SC. / _19" 'p18 _ _ _ _ �� STABILIZATION y rn Lu H- 203 S a BLANKET wLu U) -415 3y - - / ---_ 422 DO / \\ DC DUST CONTROL 3.39 o w 34' " b^Kry� _-- - ---- -- `-�� -- � 424 / , , � ' 204 Ip / ` y \\\ SOIL DIVIDE g 00 = ,--------------- qF I \ * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 416 412 r j' 1: ,' ----- SF SOIL TYPE: zm) 3: ® SAF \� 12E '416 417 O 205 EQUIPMENT ACCESS / ' f ` SEDIMENT TRAP1711 (SEE SHEET C3.1 FOR DETAILS) a23 / r Pti I I �w N / - - '- "-`-- ; ; % i l PHASE I DRAINAGE AREA: 1.4 DC TS > w 0 18'I RCP-3 I 420----------- - - ' / r / I I _ _ _ - F � T DO _ J ! TOTAL STORAGE REQUIRED: 194. Y 42� x a N 422�------ � r DD c� 0 .� 41s 418 424----- BM �? _ , i TOTAL STORAGE PROVIDED: 300 CY i ' / / /' r $ / 1 1 Z1711 ' % . \ BOTTOM ELEV. = 409 , a24" ' ` b O % -----426--_------------------------- -- ' _ TOP OF DAM ELEV. - 417 W DATE } 428 / I - � 0612812022 r PHASE I PIPE OUTLET SEDIMENT SOIL TYPE' _ / 10, , ' TRAP IS TO BE INSTALLED PRIOR TO / 71D IP OD O 4 SAF I l ' i r r' THE START OF PAD GRADING AND / -425/ SOILdROUP:B 206 0 DRAWN BY r OTHER UPSTREAM DISTURBANCES. IP z T. BRIGHT SF SEE SHEET C3.0 FOR PHASE I SEQUENCE OF INSTALLATION. / / /' \ DESIGNED BY _423' / —Oro SF / \ �^, • T. BRIGHT N I b29' — — ' ' ' / / — _ — — ' ' / / ' m� r Ary / / ' / SAF \ / SCALE 1 "=20' •• CHECKED BY 'BUILDING FOOTPRINT / FOR REFERENCE ONLY / ' / / r wm 424 - - - r 0 20' 40' 421. N ' / ' r \ % \ • B. CICHOCKI FFE=428.6,5 - --- / r / • • — — — — 427 / ' r / yam/ a32' : SCALE \ • IP---,4�2\ i �' _�� 425� DC TS---� DD �b / 1"=20' _ 422"/ ' __------__\/ 1 / / / \ \ / 433 ' SF \ 215"CP SAF v / / 426 I / _ r / 3 � � 423— /771 — m-427- i.m. �m. �i / - _ _ - m. m. — ' _ _ -431-424 Oro W 426 / V I 18"RCP-4 ' / � _ a28' � ' _ � / ' � / , l / DO / 429 . / e IF, / _429--- SEDIMENT TRAP / ___----- ----- -433-I�ui FOR VEHICLE /------431--- _ - / l ® r WASH RACK AND 426 �® - - - - - ' / /' CONCRETE WASbOUT / r DD - - - - r' �35' ( �Q-- V' Q L.L .A33� IP // \\ I/ A •� i -43 _ D ® - _-434-' DC TS / \c\ / A29 4b& CONCRETE - ' D r r �� `- - - - / r i ' _ _ i \/ _ ' SAF / r WASHOUT r - / / rrrr w / ® _ _ _ - \435' � / � � / r � � - \ / rrrr � U 435 L7 z LLu Z --_/rrrr I-4 co\� A VEHICLE / / ` SAF ' r\ SAF WASH RACK r / ' - 436 _ _ _ - - - r r w Q LL.I I l \ 'r \ L CC \ ` / ' / ' - tJ �` rrrr U O G ` ' rrr z MOUNTABLE/ /A�1r LIMITS \ `\ \ SqF / , A31 / / r / � \ r%r � z Q p BERM DISTURBANCE \ ` , _ ' / rrr J \ / / ' / =2.3 AC Y_.1 ' \ rrir p �w/� PROVIDE GATE FOR OE _ _ _ _ _ A j /' r W —\ 1 S _ S - ' 438 �\ / w v CONSTRUCTION _ Ac' ' ENTRANCE \ \r SAF r A/ A� A�6�W �oq N� SOIL TYPE: IMP 78-9B 88 / A�y 1 I ® �� _ ` \ 3qN\ r _ \ GUADALAJARA CORPORATION IV i W\s� DB. 3339, PG. 710 SAF CURRENT USE: O RESTAURANT y _ / 44 ZONED: HC Z \ • ' / _ TMP 78-1 I B 1 O _ SANDAV, LLC EXISTING FHA \\ 00 1 �' DB. 4559, PG. 55(VESTING) DB.4$�I PPLAT) ui \\ �' CURRENT / USE. COMMEMAL CAR SALES PARKING \ �� _ — IMP 78-9C / d \\\\ / �i' ZONED: HC — TAP INVESTMENTS, LLC- 7 DB. 3657, PG. 606 CURRENT USE: NEIGHBORHOOD SHOPPING 7 ZONED: HC / I �\ / 2 _ _ — �/ JOB NO. � � ' firor�-�9A ' 49421 \ SANDAV LLC 7 / DB.3383, PG. 604 SHEET NO. / CURRENT USE.- AUTOMOBILE SHOWROOM / ZONED: HC C3.2 0 v N C L EP CURB CUT — /-409 - -- � -410— c� W- U -412- - PROPERTY BOUNDARY ----�-402 106 - -414- / / / IP - -_--_ ---_416 / Lu / } U m �o • ,� a � C7 '47a , = a a / w p�V)M Mco c`•) / U SAF Q v SF 15" CP SAF L _ '423- b� _ ,424 - - _ - - - - I 1 1 MIME— ��. ?� O . � 1 �i�� �,�/�/���\�a ' • mow• Go N / IP— ' 430 Rq�/SC 9 b2 q d SAF SF / PROVIDE GATE FOR / CONSTRUCTION X ENTRANCE SOIL TYPE: IMP 78-9B 88 GUADALAJARA CORPORATION IV DB. 3339, PG. 710 CURRENT USE: RESTAURANT ZONED: HC IMP 78-9C / TAP INVESTMENTS, LLC / DB. 3657, PG. 606 / CURRENT USE: NEIGHBORHOOD SHOPPING ZONED: HC / NOTE: CONTRACTOR SHALL NOT ENCROACH PAST THE PROPERTY BOUNDARY DURING CONSTRUCTION IMP 78-9 TCO PARTNERS LLC DB. 4710, PG. 713 CURRENT USE: VACANT COMMERCIAL LAND ZONED: HC II II II h. ---- SOIL TYPE: 12E EROSION CONTROL LEGEND * _ = LIMITS OF DISTURBANCE ®®®®■ SEDIMENT TRAP DRAINAGE AREA SAF — — SAFETY FENCE 3.01 CE PCE i CONSTRUCTION ENTRANCE 3.02 SF SILT FENCE 3.05 IP ® INLET PROTECTION 3.07 DD DIVERSION DIKE 3.09 ST SEDIMENT TRAP 3.13 OP OUTLET PROTECTION 3.18 TS TEMPORARY SEEDING 3.31 pg PERMANENT SEEDING 3.32 MU MULCHING 3.35 BM AREAS STEEPER 3.36 THAN 3:1 TO BE STABILIZED WITH STABILIZATION BLANKET DC DUST CONTROL 3.39 SOIL DIVIDE * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 00 z z 'G SCALE 1"=20' \ FA \ / \ 0 20' 40' \ / 432 i S / / / 43 ` IP I / / I / / PROPERTY BOUNDARY-'. z — ♦ ` It `/ /T_ 433- - �C (TS ,33 P 435 / G � CO / TMP 78-1 1B 1 SANDAV, LLC DB. 4559, PG. 55(VESTING) DB. 4$�FPLAT) CURRENT USE. COMMEMAL CAR SALES PARKING ZONED: HC- / SANDAV LLC DB.3383, PG. 604 CURRENT USE.- AUTOMOBILE SHOWROOM ZONED: HC Bryan D. Cichacld 'Z U lie. No. 53741 ssIONAL am O ce c9 F z w O V z r O Z) �O V 0 U) z U m > U) w U) z g a a i F 0 DATE 0612812022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE 1"=20' IN Lu Q Y Lu ~ J O V / Q 0 2 z�z Q' O zQ� zL� I —I m z LU a W U o z H1 z Q oLu Lu O z O O W JOB NO. 49421 SHEET NO. C3.3 0 C 5 v N C L NOTE: CONTRACTOR SHALL NOT EROSION CONTROL LEGEND ENCROACH PAST THE PROPERTY * TH of CURB BOUNDARY DURING CONSTRUCTION ` EP = = LIMITS OF DISTURBANCE - f OUTLET PROTECTION. SEE NOTE PROVIDED ON SHEET C6.3. B ®®®® SEDIMENT TRAP DRAINAGE AREA - OP TR_ y Bryan Lico. 53741 kI / 4os -OCURS CUT SAF -- SAFETY FENCE 3.01 U ~ CONSTRUCTION ENTRANCE 3.02 -410— G1 SILT FENCE 3.05 IO � NAL _ C&G IP ® L _ JINLET PROTECTION 3.07 W 411' �P -- - I IP ----------- ------------ 0 �— DD _____________________________ � DIVERSION DIKE 3.09 N N P Nh ^6_________� ST SEDIMENT TRAP 3.13 STR-2I OUTLET PROTECTION 3.18 w 3 �G II TMP78-9 OP = > 400 Ip 1 1 4 100 \\ ° b°� I I \�� TCOPARTNERSLLC a LL 3 ' 401 I Ep I / �:\ \ OB. 4710, PG. 713 TS TEMPORARY SEEDING 3.31 0 U. o . Ov w (LE CURRENT USE. O VACANT COMMERCIAL LAND a W t co _ - - - - - - 402 I ' j j �� ZONED: HC pS PERMANENT SEEDING 3.32 w w _ ,a; 0 Z 10 MULCHING 3.35 Z H i M V _ b �� I SAF SAF SCR-2A$, 1 4 uz - I III \ 30 nx Lu O SAF _ _ IP iAREAS STEEPER _ - -a/4- _ \ \ \ �\ BM THAN 3:1 TO BE 3.36 o s N o \ STABILIZED WITH F " N N Z) low /�fA ��STABILIZATION N BLANKET v Lu Oe 36co SOT�OIQ _ —0 a>s _ I A22415 _ _ ,420 / 3S2AU6 /�j \ ��\ DC DUST CONTROL 3.39 z - - - ---- - IP / ' ' , - A>� / a2� ' 304 IP x\\ b ' S /C �. \ SOIL DIVIDE g CL / �qh— 1422 ' ^ ' \ a yJ , - ' - ���\\ * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER (A 0 47 / - , / 6 \ \ SOIL TYPE: 12E 0 0 LLI ^� II ~ N aI I I d> o Lu / FrOcoo-I, __--419 i / / U Cl*i x Q N 427/ �' W Q M 425 / PS i to Q / I - _ _ En > DATE i _ .. v V s cOo � MU i' '-----------°F SOI i' Q ` c� 0612812022 ct C] -47g / I / i ' /' '___� _io O 1 P$ 206 Ip / IP //. p O DRAWN BY Z of 6 / 425 % FAR MU / - f Q � SAF 1 ' / 42 I ' 00 / DIRECTION OF �' / STRC Z T. BRIGHT O 0.L� /' o, PIPE FLOW (TYP.) DESIGNED BY / I Lu • ' 423 SCALE V=20' T. BRIGHT / rn /�� �'� G 0 20' 40CHECKED BY 421 - .427 I \ / 20\ / / SAFINN \ \ // \_` • B. CICHOCKI ' I I 208/ c 0 • SCALE IP _ - ,422 I \ 209 dry9 kti / / \ \ \ 3 \ / 1 "=20' ' 3 _ 422- 210 IP i F.O I / 15° CP �i I - '423 4 IP a23 ��\ \ 27 - - / / \\ IP --- ^ 211 �� SAF PS ' -427 - - - 3 - — \ - 431 M \ I / / �� �\ 2s 108 109 MU / , I 212 _ / .e ,LJJ 4 2 ^ _ -424' _ - - �A IP Q �'n - i \ ' // d3 V / I / / - - 428 - IP u 428 2 3 ' � I y 433-EP ' Lu i LL _ .a33. a3a. / \ '` J 430— ----_43 Q 0 `L i , _ IP // I \ I \ \ r PS — i -43 - / , / 43 ' ' - - - -434- / CU E �c >4wRrq/sCO Q29 \ MU - - - - - l _ 430 i PS MU C P C&G / JV \ I / � I 4334 5' 1 � PS $AF\�/- _ \ / //// Q Lu (ADA W/ I - - _ WS /\/�G a�0/ \ \ SAF - 4 / � \ � - - - - k33 435 - - Ge \ d3 4 ' SAF - ' Sq _ -PCE / / / / / �QG m z 32 PCE ^�i CONC. 433 - ' - - - - H / - - , \ \ \ ^� �C7�' REFUSE ^�s6 / / w Q LL, / \d37 - - - ? \ MU / V4t7 PAD 43q i' - - - �` ,�/' \ LL PS 0 / / > �I 433 P$/ / /�/ LIMITS �� MU d31 / Q z 0 \ \ /' ?� DISTURBANCE \ ® _ / / // / =2.3 AC DEPRESSED �S ' 1 / i O �w/� PROVIDE GATE FOR - - / / / lW \ CURB - - - ' - 438 PROVIDE GATE FOR // w U v / CONSTRUCTION / _ \ - _ S Wl Q ENTRANCE , a SAF d3 / ��� T� W \ \SA4\ / �/ ENTRANCE / � pq SOIL TYPE: _ - - - - -- MU TMP 78-9B 88 / \ \N1 435 GUADALAJARA CORPORATION IV / I SAF DB. 3339, PG. 710 CURRENT USE: RESTAURANT ZONED: HC pro d31, / TMP 78-1I B 1 0 SANDAV, LLC DB. 4559, PG. 55 (VESTING) DB- 4$1� 'PF�PLAT) w / CURRENT USE: COMMEMAL CAR SALES PARKING TMP 78-9C / \ v ��\ ZONED: HC — — — TAP INVESTMENTS, LLC— DB. 3657, PG. 606 / CURRENT USE: NEIGHBORHOOD SHOPPING— / ZONED: HC / \\(/y �� / \ "kff JOB � TasA 49421 SANDAVLLC DB.3383, PG. 604 SHEET N0. � CURRENT USE: AUTOMOBILE SHOWROOM / ZONED: HC C3.4 0 c a F� L PROPOSED LEGEND IRON (F) EX. VAR. WIDTH SWM / �TH 0 OUTLET, 24"RCP � - PIPE FLOW DIRECTION L CURB I INV. (OUT)=404.36' MAINTENANCE EASEMENT / �� f EP DB. 3657, PG. 564 � / (TYP.) TYPICAL .�j IRON (FJ I SD CURB INLET W/MHD / SDL SIGHT DISTANCE LEFT /4=Bryan D. Cichocld cuReCur TOP=412.53'06.07'24"RCP SDR SIGHT DISTANCE RIGHT U Z I / // Q SEWER MANHOLE INLie. No. 53741 -VTR 9 INV 1N=406.43' 15" RCP (E) \ �� f INV. OUT.79'24"RCP(S) / `\ \ ® STORM MANHOLE I I V. OUTW WATER PIPE O+t I I EX. 20'PUBLIC MHD < \ \ �ssIONAL VTR, INV. 1N=415V. 36' 15" RCP (S) �OS 24"RCP -1 DRAINAGE TOP=421.47' S \ SANSEWER PIPE I \/LI III IRON (F) EASEMENT IN1N=415.49' 15"RCP (E) \ \ C& G i DB. 3657, PG. 564 / .\ \ \ _ \ CONCRETE SIDEWALK W EP=________________________________a__- 15"RCP INV. OUT=414.77'15"RCP \\ \ E ------ HEAVY DUTY CONCRETE N U I I 24"RCP_______-_-_--_- ___ \ c ----- SD CURB INLETW/MHD \ E F TOP=421.61' \ \ M HEAVY DUTY ASPHALT w v E w PROPERTY BOUNDARY I I CMG --- I I �� INV. OUT=418.01' 15"RCP TMP78-9 \ \ 0 w N 3 g I If TCO PARTNERS LLC Q w °/ 3 � I DH S 5' SIDEWALK 3 CG-12 TYPE C () \ \ Z LIGHT DUTY ASPHALT ¢ LL o O ( ) EP WITH �\ \ D- CA PG. M \\ w W m � U ADA W/ DWS I CURRENT USE: VACANT COMMERCIAL LAND \ s L M 10' IRKING SETBACK 2' PLANTING STRIP 11� 15"RCP .+ Z I I\\ ZONED: HC \ W J v O z S85.71 � HICLE OVERHANG ��� PROPERTY BOUNDARY a F. $ n° p EX. 20'PUBLIC ° p 45, \\ SCALE 1"=20' c7 w a U u q-_ v 2' TYP. .. v M II DR INAGE �0 ( ) lRON (S) w SCR 2A1, \ \ 3 0 ' x U z EA EMEN 5' SIDEWALK III �� 0 \ 20' 40' - - � DITCH LINE � LL N O ° p LO DB 3657, 564 101 °15" RCP II O \ \ = v O E SD CURB INLET W/ MHD FA /4S, 0� yA- \ \ F ¢ � N m TOP=414.96' / ��° L Vq �A SD CURB INLET W/ MHD \ \ $ > INV. OUT=411.36' 15" RCP ] 6` ' �G OeR ly/ �,q TOP=427.28' \ \ w I o 900 - 9° Oe ' ds OT INV. 1N=423.26' 15" RCP (S)00 \ --15"RCP -v --- 4 BENDS (T�p) 3S2��AGOlief�VF INV. OUT=422.51'15"RCP D --- --- ---- --- 6" GV (TYP) .4- G . � /, \� \ \ \ \ ~ g o w 6 CLASS 52 DIP R25' _ 26' R240.5' \ \\ p ' 64gA OR�j \\ -� \ \ \ CL O I FIRE LINE E �./� 6"X6" TEE °' �� \ N L \ SD CURB INLET W/MHD \ ? CL 6" CLASS 52 \ TOP=428.85' \ / R3 CAP 6" DIP WITH TAP FOR DIP WATERLI E A DIP FIRE LINE C FI IA. \ ��� INV. 1N=424.95' 15"RCP \ \ FHA R20' ":TO V, F.O TER RF ° R5' R3 18' (TYP) l OUT=424.85' 15" RCP ITt.IN S ON Y ° 0.,. O W ' °s 6"GV II \ \ N z J I BOLLARDS (TYP.) 15 14 EX 20'PUBLIC \ > LU N 9LU . '• 18' .y } C) v 'R3 RAILING (SEE GV R240.5 Ss \ \ = Q ry sSEMENTp� o o ARCH PLANS) sr \ \ \ U O • . '• DRAINAGE R3' m _ ,n I 1"CURB', BEADS b : ° 6 ° v �', �. DB.. 7, PG. ¢ ry • g' I F II \ "RCP a C7 C7 2 CUT TYP (6) 6" RISERS R3' 6"X6 \ z = a a ( ) 6" CLASS 52 v 9' (TYP) TEE e� I \ ~ o m I 6' 6' „ DIP FIRE LINED ; �'I \ EX 20'SANITARYSEWER DATE W 0 M ° 9. ' n r. �. I I \ \ EASEMENT FOR ACSA > 564 ' U M M ' CO 26 \ \ DB. 3657, PG. 564 06/28/2022 EX. 20'PUBLIC Q O O I R3' ; O 9, (�P). / \ DRAWN BY z I ° DRAINAGE MHS (W/ DROP CONN.) EASEMENT M BOLLARD (6) 6.5" RISERS O o T. BRIGHT 5' SIDEWALK \ TOP=433.05' DB. 3657, PG. 564 0 N ( P) I S �P) RAILING (SEE CANOPY ° 16'(TYP) `� \ FSIDEWAL \ INV IN=416.70'8" PVC (S) E. Y 6" FIRE LINED ARCH PLANS ,S) ., DESIGNED BY ) FOOTPRINT 11.75' � \ SOCU NLET HD \ INV. OUT=416.59'8"PVC � 1 CONCRETE PAD FOR HEAT PUMPS � EX 20'& VAR. W I 3" DOMESTIC LINE v,6' 6' �� \NV P=432. O \ \ • T. BRIGHT WIDTH PUBLIC I }11' �{ \ V' DRAINAGE GREASE INTERCEPTOR. R3 ��\ l O\ 428.3 "RCP A� \ • PRODUCT SELECTION BY MEP. � F CHECKED BY EASEMENT I RETAINING WALL CG-12 TYPE C MODIFY AS NEEDED FOR BUILDING LOAD PLANE. 15"RCP DB. 3657, PG. C WITH GUARDRAIL (ADA W/ DWS 6" CLASS 52 \ \ • B. CICHOCKI CONCRETE PAD FOR HEAT PUMPS 564 I O I V CURB TRANSITION DIP WATERLINE A R3' \ > • • SCALE /R N FOURTH CANOPY 0' M N BUIL NG FLOOR 15.94' FOOTPRINT F ��� \ 1 "=20' (F � I 22 I STEP BACK FLUSH CURB R§ * \ (S) (SEE SHEET C5.1) RT o� ��� • C -12 TYPE B s'i. �� • ADA SPACE WHEELSTOP 16' (TYP) INS ° SIGN TYP , �� ( ) (TYP) �� PLANTING STRIP FOR 15" CP TRANSITION FROM o� `R31.09' CG-12 TYPE C Fq VEHICLE OVERHANG \� I CATCH TO SPILL GUTTER (ADA) W/ DWS wa 9' (TYP) �� ��\ TH VARIES) y=l MHS R-�D / TOP=435.35' 1'CURBTRANSITION 6 \ INV.1N=4272T8"PVC (E) RL OCOA710N INV. 1N=418.22'8"PVC (S) _ MONU ENT SIGN \ \° 26, v ° AS NEIEP§ID INV. OUT 418.13 8 PVC \ // \ R155.29' ANI IaS) � PW AIA PROPERTY BOUNDARY 8' 6' 52 SANITARY CG-12 P B \ S5A A V�/' D S 30- MAX B ILDING SETBACK I I RO 5' R25 `$ SD CURB INLET W/ // R3' 16 ' MAIN R25' \ \\ \ \ may, MHD N763938"IN 11 \ I ENTRANCE 18' 9p° ca I / Ns' RT SIGN ' ^ • V' TOP=422.00' 13.43' l \ TRENCH DRAINS BEND _ RELOCLkT W� // \ tF8'-t-8'-i I t-8'- R3 ^" MAIL w z INV. OUT=41 15" EE DETAILS RCP l \ - ° ° I I SJ /� EP Q 2fi rR118.15---- L R0.5' 5' S'� VEHICLE RATED R15' 0 / A \ _-I- - _ 0 2 CLEANOUT ' I \ of J MAG 30' \ R 105.63'� 22' R100' _ _ _ - - - 26' 4d' 0 nj� IJ / / U NAIL (S �V 11 \ I _�--_--- - ---- S,q� -� - 35.1' ' v / / Q RT R100' 6" PVC SANITARY R5 R25' RETAINING z VI R10' 11-2 WALL R5' R147'J - la `.` / 18"\(7 w !p Fq R3 (TYP) IRO ` � II 00'APP OXIMA LY /EP �09!/ 45° 16' \ \ 45° R10' \/ \ j I- _ \c kir Sc $ BEND Sq BEND 18' Q TO RI HMO D CU &(j \ \ a O� \ R3' y w I --I RA P C \ F Ay`SO�11 16' `\ \ OC ^ 9P fj STER \�\ \ �/ J A SD CURB INLET W/MHD \ LF \ R15' / / (F i H N WS \ Fq Sp 6" CLASS 52 N69° s Z � / � TOP 425.59' C' \ \ \ pl\ , �SSp � � / 27.5' G /Q � (SEE C1 0) � � i / � w INV. IN=421.32 15 RCP (S) GS' G DIP FIRE LINE A 0 _ _ _ / / �G \ i H m 9g. \ 6" CLASS 52 i� \ Q INV. 1N=421.34' 15" RCP \ \ \ \ / �� CONC. >>� R5' G \ J (SE) \ iYys �(1• REFUSE `\ R2 R20' DIP WATERLINE A o ��� \ LL.I � Q / INV. OUT=421.16' 15"RCP \ �9 , 1 j*00 30 .� V PAD \ �r ( OXIMATELY L� �i� p \ off` R25' \ /^0 Q �_ \ \ 0z �j 6" GVj TO OLYMPIA DRIVE i�i� U } z EX 30'&VAR. WIDTH c ° FDC (C&O THREAD) N S * ° i Q z EX. VAR. WIDTH O R3' Sq . i ACCESS EASEMENT STOP DRAINAGE OB. 3339, PG. 701 AND STRIPI \ ,�' EASEMENT � \ � DEPRESSED (S ' �\_ C�. ' • ' 1 '�' VAR. WIDTH ���� � � F-- DB. 3339, PG. 701 \ 900 BEND \ / FHA �w \ \ CURB \ �\ \' �a . ' / / / TEHTILITY EASEMENT' \ w 155'APPROXIMATELYTO \ �w FORACSA TOWN AND COUNTRY LANE o\r _ _ - - 15 \W \ ��\ / yP� g5 DB. 3657, PG. 564 %� O �-\� � � R25' 0�'• / � 6" CLASS 52 / \ >i _ ��SAN STOP GN%' MyD 0 AND ST PING TOP=439.20' IMP 78-9B DIP FIRE LINE B XrJ TOP 438.31' \ c$� W� IRON �\ / �� �A \ i �/ O J GUADALAJARA CORPORATION IV \ 0 �� INV. IN=434.12'24"RCP E\ EX 20' &VAR. WIDTH S ( ) 'UTILITY EASEMENT' S i �!� INV. 1N=434.19' 18"HOPE DB. USE: PG. 710 / c MA () ` / 9A \ INV. OUT=433.95'24"HDPE \ CURRENT USE: RESTAURANT // - � m \/ � UTILIZE THE EXISTING CO NECTION NAIL (S) ZONED: HC \ FOR A CSA CONC. \ EX. 30' & VAR. FOR FHA RELOCATION. CONTACTOR TO / \ DB. 3657, PG. 564 DRAINAGE xh / VERIFY LOCATION OF EXISTING F A LATERAL. y / IRON ^O� / „ �� WIDTHACCESS \ / 8"X6" \ S'Q / FLUME �� (S) / 18 EASEMENT EX 20'WATERLINE / / �`` PIPE INLET, 12"HDPE �� /%' IMP 78-11B1 TEE \ > d� 56 3657, PG. / � ,00 / (HW, L=4) ��� !� _ / �� � SANDAV, LLC EASEMENT FOR INV. IN =436.68' �� ,rJ \ / 564 / \ \ 0 P� ( ) PG \� DB. 4559, PG. 55 (VESTING) ACSA / / / ?fix 5 / MHS (W/ DROP CONN.) ����. O t� P\V �� DB. 4174, PG. 1 (PLAT) DB. 3339, PG. 701 / �� O CURRENT USE: COMMERCIAL CAR SALES PARKING / / `� / TOP=437 01' �� 9� N40 18'12' MHS / b INV.=431.57'INSPECT. d l 13.85' ZONED: HC - / / IMP 78-9C / v EXISTING FIRE HYDRANT / ARM g�� TOP=439.34' _ INV. IN=419.72'8"PVC (E) TAP INVESTMENTS, LLC / INV. 1N=420.91'8"PVC NAIL F \��� Q� �� / INV. 8"PVC � / DB. 3657, PG. 606 ( ) \ / / CURRENT USE: NEIGHBORHOOD SHOPPING DROP (S) AHD 4.?8' ��� �� _ INV IN=420.11' 8" PVC (W) /- / / ZONED: HC / \\ / INV. OUT=420.02'8"PVC JOB NO. SD INLET WI/GRATE O#CFI TMP 78-9A 49421 TOP=439.48' SANDAV LLC INV. IN=436.18' 12" RCP (S) DB.3383, PG. 604 SHEET NO. INV. IN=436.08' 12" HDPE (W) 0# CURRENT USE.' AUTOMOBILE SHOWROOM 6„ INV. OUT=435.90' 18"HDPE �� ZONED: HC C4, 0 L LEGEND a 5 0 co L IRON (F) IRON (F) I / � / � \ \ \ ll �\ El IRON (F) \ \ \ --------------- WALL NOT INCLUDED I I ------------ - ----- IN EASEMENT(TYP) \ \ \ PROPERTY BOUNDARY II II 'tR- I I \���� TMP78-9 \ \ I I PUBLIC DRAINAGE II \\ TCO PARTNERS LLC \ \\ DH (S) EASEMENT �� DB. 4710, PG. 713 \ I CURRENT USE: VACANT COMMERCIAL LAND \ \ I I \ ZONED: HC \ \ S8 5'36" I I \ \ \ \ lP STR--% 4II \ ..ry ',A p IRON (F) \ \ ` VAR. WI \ \� PUBLIC ACC .\ \ EMENT -^ . \ . ............... . 7 .... ........ I'A .. ...... I ...... lz�o ... . .1 r PU IRON (F) MAG N L 151, CP ' I / N76039'38"W / 13.43'- MAG 11 NAIL (S l / PUBLIC DRAINAGE EASEMENT INGRESS AND EMERGENCY ACCESS EASEMENT ACSA WATERMAIN EASEMENT PUBLIC ACCESS EASEMENT \ J SCALE 1"=20' .... ACSA WATER :'. '' ......... • .. �\ / \ I \ \ \ . \ 0 20 VAR. WIDTH ' 40' / PROPERTY BOUNDARY MAG W NAIL (S) /sue IRO r PKNAIL � h r VAR. WIDTH / Ns 9'Ssb ACSA WATER -,,,EASEMENT / ��• \ \ AN •" / � �/ / / \ r� 91b� \ \ ;.;.;.•,;,�... yP� PKNAIL (F) IMP 78-9B / \ �YJ GUADALAJARA CORPORATION IV / \ DB. 3339, PG. 710 / \c CURRENT USE: RESTAURANT ZONED: HC / \ NOTE: THE PROPOSED RETAINING WALL IS WITHIN 10' OF THE RELOCATED EXISTING STORM PIPES. 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 RELOCATED STORM PIPE WITHOUT UNDERMINING THE RETAINING WALL. THE MINIMUM OFFSET WIDTH FOR THE DRAINAGE EASEMENT REFLECTS THE COVER DEPTH OF THE RELOCATED EXISTING PIPE FROM PROPOSED GRADE, PLUS 1'. EASEMENT WIDTH FOR EQUIPMENT LANDING IS PROVIDED ON THE OPPOSITE SIDE OF THE STORM PIPES. -.I- NAIL (S) \\ IRON N\ \ (s) / IRON / \ IMP 78-9C / \\ \ , TAP INVESTMENTS, LLC \\ DB. 3657, PG. 606 / PKNAIL (F) \\\ CURRENT USE: NEIGHBORHOOD SHOPPING / AHD 4.36' \� ZONED: HC / CO TMP78-11B1 SANDAV, LLC DB. 4559, PG. 55(VESTING) DB. 4174, PG. I (PLAT) \l51 N40018'12"W CURRENT USE., COMMERCIAL CAR SALES PARKING - \ 13.85/ ZONED: HC - - - TMP 78-9A �Q0 SANDAV LLC �Fl DB.3383, PG. 604 `�0# CURRENT USE.' AUTOMOBILE SHOWROOM ZONED: HC Bryan D. Cichocld Lie. No. 53741 914 M E 0 o N � N C > E w v E H_ w w 3 a 3 w O w 0 m d L f•'l < Lu V oo -i —u M rn C7W NV w 30jix oa =LL Ln _ N =v>� �Lr; 0 00 W M a� am O ce c9 zz w O }V} z O Z (L O V Q O z N CO > w z g a H DATE 0612812022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE 1"=20' ui Q C zz c� > Q Q z -i z�~ I --I m w Lu Q UL o LV Q~a w OU w z O JOB NO. 49421 SHEET NO. C4.1 am a v TMP 7 5 - _ Dominion _ "' e Lot 25 Fontana2C _ °n EE E.Zoned 15 y ° " ° ° . °: a ° w , A•a t. DeVelO m "" ,,�, :, ;e' ° n a = .. a. a:r E 25 c a p ent e,P \ _ " °' a Resources LLC - ° ° " ° a , ° :,: = >, e' _ _ .: < �'"° _ roes° , h , °°: _ g �`• _ i . \• ',� !` m g EEO - 172 South Pantops Drive "., a _. _' ., „ ° , - - - ' _ - " ,: ° _ ° " °° a y ° = EE - +/� . Charlottesville, VA 229 1 I " - ,,, ° , l•� '. ,' A'p° ,ti, - ", "„ ° �' •., p t ax n ` - - o v . a .. u - O: ` ,,•8° E. 434.979.8121 i O (P) EE " r - �'• __ tlw ' . 4RR 9 J N 434.979. 1 G8 I (f) " e " " DD A ° RV .cam _ _ , .. as p , b. C ]l �, . - ° -. , :: ° - `� ` c = , , n - _ - ` z • Pr '* tea' !� m• . S g - E. a s.. -., e° ., v "- €. e ` a .4 �, aoc "''+"_ °.; Z" n ° e ° " a - - ` b ° " ° „ >� �`�p TMP 78E E ", ° er ° Open ace ° „ EEE° , „ -EEFonta 2C " 11 EE a e {e v a v EX E c = s' �G„ n Aa ,5 a° EE = n e Qe. mu e - " , v S " "' -. .: � °' a o _ 1. C �t ° ° i M w 5 n a ° a21 a w g' s g more x Gh0 ° TM _ a • 5 , » ` n „¢ _ DB 2081-248 v _. s `' h , Property Line follows Centerline of Creek. Metes and Zoned: R-1° Note ,°b y r - Bounds from A through E are as shown on Plat in, _ Use Resti Residential °_ �' + R 'y' •"� £" m . a ' - . Creek location was fie dents �° 78F A „ < DB 2081 248 a ®, •P TMP „ n ° " LLC Id venfied._ ` �z , � North EE "I° ° `b .. �.�-�-�'" ' , , « . .� ° r- �¢,7 ,pDB 3520-661 o aZon¢d . c " s EE lP kz e. n S ace - F p s 2 .°_ QoQ' s ZEEE.irkEE . ° .,a r .a „ I En _• 3 TMP 78- v o n;.,s k6 d u EE , Par 8B a ° „ ° "@ ` s ° v` s '',ii. / ep 1—rm_.,.-„r*- ° ° eEE Wilton Farm LP. - p _ _ p " x " Residue of„- -'- �°�a „ ,_ . °° Zoned: R-15 ,. � EE _ , e °°e,�:r �. i ®�4' ,a TMP 78-9 " Use:, Resident' t, � Albemarle Hotel LLC ' a = m.M ° ° - - - - " EEI W" e: ^ DB 3-201 e �,! ° Drainage _, I .. DB 1965-32 ;. , «'t. - a� = Easement _ 1 r 20 64 DB 1911-359 �° I Pub _ r i = c� tl' Residue Of 'S` 4 •:r: 'S 1 YT'' i W '1. DB Zoned: HC-EC F4=' „eanagel „�, TMP 78-11 'r _ ,. 1 =r Hurt Investment Co::; : Cure °,. nt Use: Vacant � ,o c ,r�"�' • � ° , , a 'r L^aseme t 4-184 DB 11965 37 a` UZone° Vacant �, , YfiYS.it2: �m ,. u ,•'_ " r' -,i - � F6 asem nt� v�.�,•Y I� t1B 3520-644 y Fj J, - - Ate ji 0 O 9 G ¢ 4�' Private j "c I tia DW t hew 20' y`'� Drainage % m r I1 L A �E80 E81_ E8� tym4 0 Easement } - 0 tibli Private New Public E4 E17 16 45 P �F1 i 'o Drainage �' f DB 3520-644 L� i row' E84 Drainage E - E 'E20 / E'6"cement o / - 1. .. ° A rox. Limits - / �' New SWM c^\ E5 , . E15 6�- 1 - PP 0 Easement �r. .. 1 , Of 100 Year / Maintenance �1 C60 G51 E11 ��ml - Flood Plain Easement E12f\—E14 �� _ 1 E37 C5 x, i o C56 E43 E39 E36 55 '- E93 New 'Public L, 1E112 G5I E44 E42 E41 E40 ���b,IiE101 E35 6\ \ Casement E10 E �- -E28-----E29— - E30--,3 r 9A _E31J E33 E105 i New Private TMP 78-12A New 20' F j Montessori Community 6S E26 '� Private Lot D E32 E34 9) New 20' i�nainage t l A Portion of Private "asement 1, School E72 — �q ° Droind 6 Parcel 9 E9� Drainage i ° TMP 78-10 ^" —!v DB 2482-339 E47 - E48 Draina a n't Carmax Auto Stores LLC.' �o hr >z Private f04,424 SF E96. ,,,� Easemen#, Zoned; HC-EC New 20' Easeme � ed° s DB 3369-663 \ E51 g 2.40 Acres New Private ' o -E h w d Zoned: HC , '�1..__ ti Use: Automobile Dealership O o Easement Drainage �, I p = F E73 SE52 �. TMP 78-57B P O F/p¢ 6 ��L�(� o Easement:' Free Bridge Auto Sales a 1i New Private E66 �— ` �Fg3, ! E54 C DB 1965-32 d v d I .m Drainage `� `� d f E57 ro = i Zoned: HC-EC g _ °,- y Easement S \�\� \ h q m.° ' 1 Use: Automobile Dealership F o °� 1 W 90 .� i s� Lot c N � Timothy Ray Miller �, p _ _ E69 " New Public E70 E76 �5� 2� A Portion of „'" a _ ` 6. Lic. No. 2065 Parcel 9 x °',•_ , > ° TMP 78-11 Drainage " E77 TMP 78-9A B 1 E92 ! 55,421 SF Sand¢v, LLC f American Legion Post y�106' Easement, 1 9 1 n'o E71 C63 C59 1.27 Acres DB 2533-201 �,:" C9 74 Lodge DB \ N v y0 20' Drainage Zoned: HC-EC f ,; r f g Use: Automobile �� ° = 983 547 �` SUR Ar Easement Dealershipr _ �o Zo'ned- HC EC �i DB 3339-�Q1- = Town and Country Lane 53' Public RIW { TMP 78-9B LL9� . e ti0 - ✓OfNI04 TMP 78-7 Cu¢dalajara 'O �y _ -� d Warren A Bushey Corporation IV -_ 0,\ DB 659-165 t DB 3339-701 ° Zoned: HC-EC Zoned: HC A'C—._.... _--... ...___._.__. e �,r w_I— _�. .� °° P ROWING SUBDIVISION AND Use: Automobile Dealership _ - .: „ ° - PLAT S _ BOUNDARY ADJUSTMENT OF TAX MAP 78, PARCELS 9 & 11 100 0 100 200 300 TOWN AND COUNTRY COMMERCIAL _ —� RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRCINIA U.S, Route Road SCALE: 1" = 100' FILE: 78-09-S2.dw SHEET 4 0 5 Richmond Ro¢d g j Variable Width R/W SCALE: 1 '" =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." 4WLI i vlw- Bryan D. Cichocki Z Uc. No. 53741 ;1�1 �Z�/2�22 �,4•,� Ui Of 0 O co 0 O Of x F W U U a z O U) 0 • 21 N z 0 f U) F- z w O UU} Z z O a O .. U U-) O W U) Z O CO Uri > U) Lu z Q a O a DATE 0612812022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B° CICHOCKI SCALE 1"=20' W Q J Q a � z z C3 Q w W zJ� z a L m W I --I J Q W a ULLW O Q r z // In� V a W O I --I Lr) >z ",q O W Co L JOB NO. 49421 SHEET NO. C4. Z CTOR L NOT CURB I OUTLET, 24"RCP / / \ \ PAST PROPERTY BOUNDARY �TH O� INV. (OUT)=404.36' ENCROACH // DURING CONSTRUCTION _ EP ISD CURB INLET W/MHD / / CURB cur I TOP=412.53' Bryan D. Cichodd V. Z / -VTR f IN1N=408.43' 15" RCP (E) -a0s - - - ~ i INV.1N=406.79'24"RCP(S) ` / �. No. 53741 / I I INV. OUT=406.07' 24" RCP - 24"RCP�tII MHD < \ \ /�`sSIONAL� -410- - 1 / TOP=421.47' /TR,d I 1 INV. 1N=415.49' 15" RCP (E) \ \ \ / \ / _ - - - - - - - C&G -------------------------------------- INV. OUT=4.36'7' 15"R (S) W �' - - - ----------------- �_ 15"RCP INV. OUT=414.7T 15"RCP \ \ \ \ \ \ \ E �^ 41 / P I I ---- __ / ro-------- __\ \ \ / r r / I24"RCPp pip DRAIN PIPE ------------------------- --- -- \ \ > O ul / - - - - SO CURB INLET W/ MHD F TO COLLECT WALL WEEP DISCHARGE / -- -� \ w v E z 1 PROVIDED IN RETAINING WALL DESIGN C� SIR.2>'1 TOP=421.61' \ _ w a12' PROPERTY BOUNDARY 1 ,4 ,�0 G -- I I ���� INV. OUT=418.01' 15"RCP TMP78-9 \ \ LU 3 g RETAINING WALL 400 1 11 1 100 / / b^9 I I ���\�\ TCOPARTNERSLLC \ \ ¢ a o 3 O 401 EP SWK 6" HDPE ROOF DRAIN , DB. 4710, PG. 713 o LL ry U MAX HEIGHT 6' 416.10' CONNECTION / r I CURRENT USE: VACANT COMMERCIAL LAND \ \ \ � w L M _------402 �- SWK I r II �\\ ZONED:HC \ w��� p Z 418.16' r 11� 15" RCP �/ t I I \ \ \ \ a> o ry O 106 102 II a U .8 O SCR-2:ti$, 14 I I . \ \ Z V z \0 n W o / SD CURB INLET W/MHD \ \ / ' Rti1 p 03 - ' ' 417' _ - / _ - L 203 I FO I (4S 0� YAp�� \5" RCP \ \ \ \ a N Nca ' TOP=414.96' / / ' R`�Q qg ' _ - ' I Vq '4'/A SD CURB INLET W/ MHD \ \ ° > Lu F- INV. OUT=411.36' 15"RCP - p 1 _ _ _ _ - a d� - ' - - ' \ a OeR 11,/ N TOP=427.28' \ \ '475\ pL^ i36SOTh Q�' \ () \ \ v INV. 1N=423.26' 15"RCP S 15"RCP -0 4/6 _ p22415 / I , , A20 / ?S2 • A Ue V \ INV. OUT=422.51' 15"RCP \ z -------------- / _ _ / , / 304 / SWK 25.36' a d 4q SD CURB INLET W/MHD\ \ z CL O TOP=428.85' \ =o / +23, / A / �\ \ 5' / ' ( INV. 1N=424.95' 15" RCP \ _ W OUT=424.85' 15"RCP \ \ 0 -R240.5' / / A23 / ' / ' / � pry I I \ \ � J U / 424 / i / r' / S`s 15" RCP I I 4 _ _ \ \ w F ry -419 --' i r _--' t1'2 S.?�I -4j8 0 , O ar 427 / \\ \ Qza 205 O/ ~ DATE LoCo 425 >W () co co / \ \ 0612812022 U / ' / e O / / / / \ � o o - '4j 206 I g / , / \ } DRAWN BY Z 1 _ .426 / 425 O ' / / /SIR_2C \ \ MHS (W/ DROP CONN.) r ' L/ O O / / - TOP=433.05' T. BRIGHT o _ / / \ \ O 420.39' o a2 \ \ ( ) INV. 1N=416.70' 8"PVC S -420- _ _ ' ��\ 9 V. INOUT=416.59'8"PVC DESIGNED BY / W A27 / \ zWKCURB IN 9q/ TOP 432.48' C \ \ \ \ •• T. BRIGHT ' 2" CONDENSATE PIPES. 0.ry9 ' �`� ll(V. OUT=428.35' 15"RCP 431 ' �G RETAINING WALL - SEE MEP PLANS I 20 r R Fo \ • CHECKED BY MAX HEIGHT6' - �/ 3 \ 15"RCP /' \ • B. CICHOCKI 4" HDPE ROOF DRAIN 20 / 7 / / aTy\ 2 > / CONNECTION I SQUARE GRATE r �� �� /'d3 S' / • SCALE 4" HDPE ROOF DRAIN 4" HDPE ROOF DRAIN � / - CONNECTION. SEE CONNECTION - ' YARD DRAIN `ti9 `r' �\� ' 0. F � / � � 1"=20' -422 I MEP PLANS (TYP) 209 `\ 2 3 4" HDPE ROOF DRAIN 210 CONNECTION 4" HDPE ROOF DRAIN 15"RCP I 4" HDPE ROOF CONNECTIONS -423- \ DRAIN CONNECTION 427 _ _ c I ��\ / y MHS • Q / 211 427 - - _ _ _ _ I / / INV. 1N=427�'28"PVC (E) r+ r O 108 , ' ' - - _ - _ , 1 / / INV. 1N=448.22' 8" PVC (S) 4 ' / INV. OU 109 T=418.13' 8" PVC 212 / / , / -424 - - - - - o` \ 426 /a _ - - - - _ PROPERTY BOUNDARy.a3 1 426- z 300 _ _ 2 _ 2 3 3 r AAA" J / SD CURB INLET W/ 301 // N 1 I / 428 r Q t' ) cL MHD N76 39 38 "W l / / ' er � _ V r _ / TOP=422.00' 13.43' / % 110 ' / b�� _ - - ' 214 _ _ - - - - r - - / W w -- r INV. OUT=419.07' 15" l l 433 r RCP // INSERTA 4" HDPE ROOF r r r - - - - - _ _ _ - - - r JI EP �wl� TEE (TYP) p26' \ DRAIN CONNECTIONS ` _ - / / , , , - R0°, - - - /� / I -I (D / ti� 430 - / / - - 43 ' ' - - - - - - _ 433 a3a" ��^ 6oi / / D Ql/� 78 b / / _--- -- Rb0 ----- - - 0 4� z - h ? 433 P 11 \\ I Ugry9 Fq I \\ 430 ,--43 _ 431 '�� A� `-- ---q34- 4 S� /•l / / r \ / /� / 18" \cjL __ z CURB E �c DRig7-00 a29 - ' 430 / / 'rr Q > Lu RAMP G&G \ �qy \ 1 _ r ' ' ; _ _ - 4334 (ADA) W/ SD CURB INLET W/MHD A3 5 Q DWS / / TOP=425.59' 7 INV. 1N=421.32' 15" RCP (S) !'p / G r i ^/ _ _ _ 4 / ' ^ \ \ - - - - - - r / / G"\ 'rr IL -I m L INV. 1N=421.34' 15" RCP \ \ a3 432 n„ / 1� / CONC. _ - 3 N ` Q / SE \ ' 1, \ b / / ` REFUSE 43 - , b y6 / ' - - - - / / /P \ / / / ° w Q , n INV. OUT=421.16' 15" RCP / \ `'sp, .A3� \? ` \ ' V4/ PAD �� / LA rrir \ LL V Q MAX ETAINING _A �� L HEIGHT 5.9' 3 31' - - , r >- I --I z / l - -A /5 DEPRESSED \ ( ; \ ' / r,'r O ^ \ CURB ,d38. \ / r \ ~J 434 w / / \ 35 1 / �� �� � / �-� �� MHD TMP 78-9B / / �W � k I 1 - SAN CO W Fl� /�- ,0 / i' TOP=439.20' O GUADALA✓ARA CORPORATION IV / / / �' TOP=438.31' c� / °b1 \ DB. 3339, PG. 710 INV. 1N=434.12'24"RCP (E)\ CURRENT USE: RESTAURANT 1N=434.19' 18" HDPE INV �a / `S ZONED: HC / \ ,' ,' / CONC. i/ INV. OUT=433.95'24"HDPE \ \w DRAINAGE FLUME1,8 PIPE INLET, 12-HDPE ��/ / / :' TMP 78-11B1 O -) __/ SANDAV, LLC INV. (IN)=436.68' ` \ / %' DB. 4559, PG. 55 (VESTING) MHS (W/ DROP CONN.) :�: / %' DB. 4174, PG. 1 (PLAT) TOP=437.01' ��\ N40°18'12' CURRENT USE. COMMERCIAL CAR SALES PARKING TMP 78-9C INV.=431.57' INSPECT. ��� 13.85' %' MHS ZONED: HC - \ \ / ARM \� i i' TOP=439.34' TAP INVESTMENTS, LLC _ \ / / INV. 1N=420.91' 8" PVC �� / INV. 1N=419.72' 8"PVC (E) / DB. 3657, PG. 606 1 �� �\ \ / / CURRENT USE: NEIGHBORHOOD SHOPPING DROP (S) 1 �� �/ INV. OUT=419.64' 8"PVC _ z / / ZONED: HC INV. IN=420.11' 8"PVC (W)- / INV. OUT=420.02'8"PVC JOB NO. SD INLET Wl/GRATE TMP 78-9A 49421 SCALE 1 "=20' / TOP=439.48' SANDAV LLC INV. 1N=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„ INV. OUT=43590' 18"HDPE ZONED: HC C5, 0 L IOUTLET, 24"RCP / / \ \ NOTE: CONTRACTOR SHALL NOT / CURB INV. (OUT)=404.36' // \ \ \ \ \ \ \ \ DURINGPROPERTY BOUNDARY EP / / l Bryan D. Cichocld 'Z I SO CURB INLET W/MHD / / \ \ / CURB CUT I TOP=412.53' -VTR f INV. 1N=408.43' 15" RCP (E) lie. No. 53741 / / / / \ \ \ \ \ \ / / U ~ f IN1N=406.79'24"RCP (S) aos - - - V. / I I INV. OUT=406.07'24"RCP / \ 24"RCP�tII / MHD < \ \ \ \ / �ssIONALyG / -410- II 11 NOV IN=415.49' 15"RCP (E) -------' C&G _ _ _ _ INV. 1N=415.36' 15"RCP (S) \ \ \ \ \ \ � ________ _ ---�15"RCP / INV. OUT=414.77' 15"RCP \ \ \ \ \ / 0 M SD CURB INLET W/MHD \ /- -- -- -- J RIM RIM I 1 / �6 / / __ kl� \ w v E z 12' PROPERTY BOUNDARY 412.68' 412.63' 1 1 ^ a A\1 g CRG R- I I TOP=421.61' TMP 78-9 \ _ '> ; w A INV. OUT=418.01' 15"RCP \ \ ,,, >' � TCO PARTNERS LLC w a) 3 � / RETAINING WALL I \ / �� \ \ ¢ LL o 3 O / EP \ SWK / DB. 4710, PG. 713 \ o LL 0 V / MAX HEIGHT 6' 416.10' / I �� CURRENT USE: VACANT COMMERCIAL LAND \ \\ s Ws ¢ V oMo z 418.16' ZONEDHC mO'- TW 419.90, \ BW1414-00i- - _/ b TW 422.10' I -- 1 I I \`� \ \ Z F y M u Bwals.zl' b -3.34% �`b I 1w42 SCR-2IV�, 1 Q • . \ c./ z ewals.z�' \III 1 / �\ \ 3 O x In O II a w .. / -414-NCR _ - I ^ I / \ \ o Q LL C) Ul __- TC I I11 "� ` - b� / \ S �ry Z U) 15"RCP \ v ar ,o g O SD CURB INLET W/MHD p>^ IM I I R �1zo.5z' - ' 417 , - a - ti Fp I Lss, �� A� �� \ \ F ¢ Lr; U m ' TOP=414.96' / \ \ \ \ / / azM ' Rti� , , d16 ' _ - Tw 24.75' I Vq '�7j0 �� SD CURB INLET W/MHD \ \ $ 4 > INV. OUT=411.36' $45. ?a Al sr \ a OeR G(,/O�q ��� TOP=427.28' \ \ m � U) 15"RCP �-0 -415- \ TC753' l Q22415 /' �� /' Q20� �'' / Oe 9S S�Ay�O��V \�� INV. OUT=422.51'15"RCP) \ \ o w 5 INV. 1N=423.26' 15" RCP S � - __ 44i _ - 20 G 6 \ z ---------_- K / �' RIM / SWK •A„ S �/C �\ \ aa / SWK / / Ary / 4`4 TW 424 424.25' 25.36 (6 @4 R \ \ \ a 415.65' 421.72f TC/_ Qc / / / / ' ' 2 w� 5 3!s3 I , - ' ���\ SD CURB INLET W/MHD \ a - - - 423.85' - TC A .d2 TC \ N TW 421.78' 4/ 4/12.46' - _ / 4z�53' / ti6 / / TC // ��\ TOP=428.85' BW 415.78' / 5, TC / ' / / / N TC / / TC 425. INV. 1N=424.95' 15" RCP \ \ _ ' 3.SN' / / / 427.49• / / 425.83'! TC 26 Sro I� _R-�B SE) \ \ d1 C - TO 42 I2' / _ - - - - - l OUT=424.85' 15" RCP \ O W / - - - - 18- - 24.36' TC TC ' �� R240.5' �426.14' TC 'Q TC 424.4 ' / 426.46' TC TS W/ // '' / �} ❑Fxo- ^aOet o _ ,II / - '_ 26.05-' 4 _ \ \ \ \ \ 0 _j 24 TC 427.80' 4 .24 "RCP >> wF 04 .61O TC Z A19 �VVK _ / BS 428.32' QTC 42533' 425.50' 427 -4j8 24.60TC SWK zWK FFE=428.65' d' oK 424.95?431' TC N DATE425TC `oMO co 415.31' 428.33' 48.32' 0612812022() r1 r1 -TC 0 / ,419 ° 426.49' / / / 427.TC / \ } DRAWN BY Z oa m , -426 / 1 -425 O / \ - / \ \ \ MHSTOP (WI DROP CONIC) / � SWK i O O / - ' R-�'C \ T. BRIGHT SWK \ / 426.00' e i O 420.39' I SWK FFE=428.65' °/ 2 `\ / \ \ INV. 1N=416.70' 8" PVC (S) 425.55' TC / DESIGNED BY -420_ U - Tc TC 428.42' ' TO / ` SWK SD CURB INLET W/ MHD \ \ INV. OUT=416.59' 8" PVC 1 426.82' 425.66' 428.12' / �\ 429.94' BW 420.62' U / / 42 I TC \ TOP=432.48' C� \ \ T. BRIGHT 0 / I V. OUT=428.35' 15" RCP 1 ' \ -A3 G' SWK 428100.ry �.� / FA CHECKED BY RETAINING WALL TC / TC \ • MAX HEIGHT 6'' az8 zs I TC '' 15"RCP ' 427.89' / 429.36' � \ • "4< TW 427.22' TC ' FFE=428.65' / 29 62' TC sly° / / \ B. CICHOCKI / BW 421.70' 43i96 I / 429.66' lj `� / -432' i\ \/ FFE=428.07' / / TC � / • • SCALE SWK _ llp 429.80. TC f�` \� / ' / TC 428.35' SWK RIM / TC / / 1 "=20' TC 428.08' I 427.88' 427.66' / / 429.91 427.5fY 429.96' / / ��`\\ /// / / 433 / \ \ x TC / • 427.76' I SWK 15"RCP / FFE 428.07' 427.76' - LP TW 427_6O' TC / TC TC / / I / • / A23� \ \ 427.33' 427 a 42 RIM / s4% / I "-�aIR-�D // /� TOP=435.35' ` -42 55'423- 427.36' 427.98' 427.15' / G '�`\ / C / MHS 428.55' - SWK RIM / _427 - TC GND - - - - - - - 427.15 i 31 U RIM SWK TC SWK _ 90 / / INV. 1N=42727'8"PVC (E) �+ x ' 428.52' 428.65' / / / INV. 1N=418.22' 8"PVC (S) TW 426.39' � ?S TC 428.4 / 428.41' TC 428.23' / / l INV.-0UT=418.13' 8"PVC BW 427.66' / TC / SWK W 424.64' TC Io 426.3T / �� 428.43 4 843` n / 428.56' / I g6 7 _ -424 - - - - �p / / o A bi a - RIM - - - ^ ^ / / Ss ° // PROPERTY BOUNDARY--. Z / 426 _ TC / TC TC / 4 8.6 0 TC 427.81' _ _ - 28\ / \ _ _ R3r�Z / TC 427.74' / 428.29' 428.74' ^ ' ° .0 olo _ - _ / f!>A. F I SO CURB INLET W/ n / o Oo A 4 433.41 / S/ 6•.r / ^ MHD N76°39 38 "W / / v 9 cz0 S ' N I %O 428 LP / ' 3 TC 43 1' / / �j` I ' ^ �y / 13.43' RIM y \ 427.29' s 432.28' TC / TC w� V' TOP=422.00' 42 .1 s' / / / P/ .�� _ - - - - - _ _ - - ° / I w w TC _ - - J 433.1T r� 4g3- 434.3y INV. OUT=419.07' 15" _ ' _ - - - TC RIM d26 ^ ^ 6� / / / 428.66j '2 QO ° / 428.55 - - - / ' ' - - v/ _ - _ - - - A 43459' RCP / / 426.00' � _ v?9 / / / _ -1.92 /p SWK / / 425 / �� / - - - - / / - - - - - - - - ^ .A33 432.34' dad" / / �� / Q// p�8 / / _ bq� -430- ° / ___� 43 ^' 3� _---- _ - SWK - _/ �o _ AZ - - _ - _ - - _ TC TC / Of / Tw o3g2 ggpp R - TC433.38' 3 1 y �� /� / / Q / VN / BW 430.85' S'q - SWK / r ry / \\ H1 429.77' 430.06' / N / / 430.11' .A33 TC 432.26' /TC 433.98' / ` /4 / 1 \' / TC_ / 430.60' 433.00' \ Q Z 429.89' C TC ^ ' -43 - / / / 43 - _ _ _ _ ^434- 4 SWK TC 430 TC 430.79' _ _ 433.22' /435.20 1� 430.36' 429.88' 430 / S \lam R/� Sc A2 \ _ - - - a3o.zs' / _ _ ? c CURB G \ a O _ _ TC TC / 43 TC 7� P \ W RAMP G& / ,q 1 430.35' 431.20' ,GR� _ 34 431.10' ° TC it gP /� _ _ _ //// J Q \ S y / _ _ _ _ _ / j432.36' - 433.67' 434.12' �O _. / (ADA) W/ SD CURB INLET W/ MHD 0 \ _ 1 4T k39 435 TC ° Tc q�" / / Q / / / - - - - 433.87' 435.76' ° S \ / / DWS / TOP=42559' C moo\ /\ p3 - - - - - - T� _ _ / 43 °� 4a b / / \ / INV. 1N=421.32' 15"RCP(S) GQ G �.' X a3ts ' / p / ^' �.35�° / TC _ w INV. 1N=421.34' 15" RCP \ \ / A3 \ 432 1 // CONC. �433 _ - SqN / ' 435.70' TC �p % ' \ / / G y 11 (SE) \ / / yS \ 43 R�' // ` REFUSE - - -ky6 435.75 Tc 436.28'� \ / MATCH EXISTING TC \ j//^ \ \ uj Q (• 1 - PAD 34 / - -� _ - l A / \/ v INV. OUT=421.16' 15"RCP l \ l is , A ? / Twa3sao \ aszzr \ W 7 /�/ Q MAX ETAINING ewa3tlo' \ /' Tc A 3d \ / t U L TC TC ��4 / L HEIGHT 433.00 ``\ 3$ 435.39' 31/ z 433433.49' / / /�0 - - \ \ - \ \ TC, ' A Sq / \ / / / //// \ z DEPRESSED-1 ' \ / //%/ p Q MATCH EXISTING TC \ _ / / / �W -\ \ \ CURB \ \ S -0.38 / _/< \uj 432.32' \ / \C d J 434 �6.A36 b"�0 A'���W \ \ \ A TC TMP 78-9B / / / / \�yJ ' 35 1 / / - - \ \� \ 435\=/ ^ / O / / MHD \ O A 1 SAN CO TC s /S\ �' / / w GUADALA✓ARACORPORATION IV / / / _ TOP-438.31' 5P �. 43a.61' °Q�0 \ / �/ TOP=439.20' J DB. 3339, PG. 710 / \� \ MA CH EXISTING TC / / �p9 \ / �i' INV. 1N=434.12'24"RCP (E)\ / S 9 - \ / / IN1N=434.19' 18"HOPE CURRENT USE: RESTAURANT a3 .z1' _ m / MATC G TC /%' V. INV. OUT=433.95'24"HOPE \ ZONED: HC / \ / / CONC. / 439.55' DRAINAGE FLUME W PIPE INLET, 12"HOPE \\/ / / / (HW, L=4) _ �c / / �//4 SANDAV, LLC TMP 78-1181 Q \\ / / INV. (lN)=436.68' DB. 4559, PG. 55 (VESTING) MHS (W/DROP CONN.) \\\�. / �/ 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' / %' MHS ZONED: HC - \ / ARM \ \\ / / TOP=439.34' _ TAP INVESTMENTS, LLC / INV. 1N=420.91' 8"PVC ce)\ \ / INV. 1N=419.72'8"PVC (E) _ o \ / / DB. 3657, PG. 606 DROP (S) 1 \\\ / %' INV. OUT=419.64' 8" PVC _ z \ \ / / / CURRENT USE: NEIGHBORHOOD SHOPPING lNV 1N=420.11' 8"PVC (W)- \ ZONED. HC / \ / INV. OUT=420.02'8"PVC oe No. SD INLET Wl/GRATE TMP 78-9A 49421 SCALE 1"=20' / / TOP=439.48' SANDAVLLC INV. 1N=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 0 m 0 3 a D vJ0 o � 0 EZ �O o � c E w a c m a- 0 0 3 Z z„ 0 � a o r �3 n dm 2 Y X C 0.0 dh m = d `o E 06 a c �a 10 a 0 o m a c m m c o c 0 nE L F E L I C 09 J M- DA-2 - -`--- A=0.11ac -_ C=0.90 DA-2D ' DA-2C `. DA-2A1 A=0.12ac A=0.07ac A=0.35ac Y � C=0.85 , =0.90 C=0.90 y DA-3L ' • • A=0.11ac DA-3R .`� �C=0.85 AA213ac A=0.07ac C=0.90 C=0.85 ' ' • ■ •i, vA= . ad .• '� `rC 0.86 ® ' DA-5 A=0.ac 0S C-- 0.85 ST-7 - oo DA=.04 i . ,■.....r.■......... ■ DAAl �ac • A 1.3 ■ �� .� ■ C- 0 80 DA=.20 - ftx�i`, ST 8A % ST-8L . Da=o:24AC C=.80 Dpp 0 ,� DA=.18 C=0.85 a DA=.24 - 72 C■r 85 i rrr ■ �i• .� r: • i .I, ;I �� ■ err! : I!I' ST-9 ST-8B DA=.36 r C_.68 DA=.12 ;L Ex-4 C=.80 ? DA=O.: ;reir.ir • 5� C=0.81 rlii••� i r rriiiriir 17r11948,441 loss �• Cx9 Sr:S aga ago •�• ■•�••. ••• rr�rr� �,,�' yam„ ,- ,-'a h, ' �, -'� �••«rr rrri{• •\. Rt. 250 (Richmond Road) _ _... k._+,:-. �•�,,,�. I _ i Lit i 4� Storm Sewer Drainage Area Map Ra v VA-5 / IX , _ •=0,18ac � ' C=0.90 , `as DA-58 ST-KA A=4.98ac 0 .8(1 � DA=0.77ACN. ■ `/ = I o 47 ,: �� • ■ �,-Admposite C*Ag Flows • i pI's�2,, 3 k 4 pyed Fos '.y ,i/, / a _ - ► Folms etioppa�l Purposes. " ✓ 7 - _ IIr ► '1•• ■ See Sheet H6. 2 Use Pelt ,m! ■ .. _ c; / S , s soon z3 Wlot 77AC ■ i �T f ,14 ► I ] f' E lot AL c +J!4� { y wl ✓� �� �" Freebridge •""^"''ll �' / The CarmaX Site O U KfA Dealership it Autosaler i � �" w 4 §, i Does Not Contribute �+ � � 7 : :." I ,`y Runoff To DA-68 Z co ■ � � 1 � � i it �, g ■ )� J�% W •i.i■■•f i■il��-,�L1 �_ p',_. a J 4f4f4f � O di $J 1 r isees' ii■■2ana'a i �1 to Tip -Top ,�4 / E- 124 i REetiurant } re• rries�t_e R Q a y. e•■ F ` p s = STORMWATER • QUANTITY/QUALITY NARRATIVE: W • a - • p u. { a •■ �.�a� ._, n■n•►i - I a_ _ � �� PER RECORD PLAN "AMENDMENT OF PHASE II ROAD PLAN FOR OLYMPIA DRIVE &TOWN &COUNTRY LANE", A BIORETENTION WAS DESIG NED y - ■■■•a••q•■i••••; "` ' TO MEET BOTH QUANTITY AND QUALITY REQUIREMENTS FOR THE GUADALAJARA PARCEL (78-913), A MAJORITY OF THE PROPOSED r.•ii••••r••i•run•rrtA TOWNEPLACE INN AND SUITES PARCEL (78-9D), AND THE ADJACENT PORTIONS OF OLYMPIA DRIVE AND TOWN & COUNTRY LANE. r ACCORDING TO THE STORM SEWER DRAINAGE AREA MAP, PROVIDED ON THIS SHEET FOR REFERENCE, A MAJORITY OF THE TOWNEPLACE Sheet No: INN AND SUITES PARCEL WAS CONSIDERED IN A DEVELOPED CONDITION IN THE DESIGN OF THE BIORETENTION. THIS DRAINAGE AREA IS 'If DENOTED AS DA-3A, WHICH INCLUDES 2.13 ACRES WITH A C-FACTOR OF 0.9. \ THE PROPOSED LIMITS OF DISTURBANCE FOR THE TOWNEPLACE INN AND SUITES IS 2.3 ACRES TOTAL, WHILE THE OVERALL PARCEL IS 2.40 R 8ACRES TOTAL. SINCE ONLY 2.13 ACRES OF THIS PARCEL WAS ACCOUNTED FOR ORIGINALLY, CALCULATIONS WERE PERFORMED TO U DETERMINE IF ANY ADDITIONAL ON -SITE STORMWATER MANAGEMENT WOULD BE REQUIRED FOR 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. Cichocki Z lie. No. 53741 WqU LMI (n H z w E E O V Z O Z� O CL V Z oO z O Co V > N w rl Z g 0- w Q DATE 0612812022 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE 1"=20' z W Q D cn z Q Q z LU z(Dw Q > zQQ z�z LLJ Q LU < U ° J } z S W O W � z O O U) JOB NO. 49421 SHEET NO. C6.0 v, M c 0 d 0 3 c a 9 0 oo a GO �z vz a0 o � c mw a MN a0 O w Z zN od � a & .§ a 2 Y N X 0 .- d6 2 2 h M= E BM 0 -8 c to ° ' 0 a m 2 o � 2 MN N 0 5E h w _ E L IRON (F) / / \ \ \ \ \ \ TH OF IRON (F) Bryan D. Cichocki Z \ \ \ U 409 - -- 0.11 0.9 / \ Lic. No. 53741 1 1 EXo�o��/Z�22�4 STR-2 \ \ \ \ \ \ /yLl �SSIONALGl / -410- -TR" 11111 N(F _ \ \ r -1 o / _-------- _ _-_ now-- _ ._ ------------ - --- \ Z M E \ \ \\ N o N C PROPERTY BOUNDARY /' p -----_ --- I I ' �� ?^6 ^1' �14 "II ��� \ \ \ SCALE 1"=20' = v E z TMP 78-9 \ \ w > 3 ' 114 100 \\ �! TCO PARTNERS LLC ' 401 I ($) \ SWK mum �/ �`�� DB. 47f0, PG. 713 \ \ 0 20' 40' o � 0 3 O 0.19 0.85 a1s.10' � 'L / , I \ \ cl \ SWK I CURRENT USE: VACANT COMMERCIAL LAND LEGEND a - i5 20 z #100- w �� Z a1s.1s' 1 1 � � � / I I `� � ZONED: HC \ \ w .J. -,,, O z -41 t98 II�\wul ON ($) I SirR-2AF$, I l l . \ \ A C z H V z 411 / I� - �dai 0 (n �/30 nW O 414- _ ` - �� `y r `� IN0a = (n �\bIRON(F) U) � z0.23 0.80 a11' -' - a '` 0.120.85 �oa, >N`41z1#102 '1 ''TD (TRENCH DRAIN) w -0'0.24 0.85 ___,STR-2A1 SWK NOTE: O.2 O.9 \ REFERENCING THE ROAD PLANS ON SHEET C6.3,#204 \z5.36' ♦ / / ��\ EX \ APPROXIMATELY 4.03 CFS OF RUNOFF FROM 10.070.81 A`422' \ PARCEL TMP 78-9B, PORTIONS OF T&C LANE, ANDSTR-2BJALISCO WY ROUTES TO THE PROPOSED STORM SYSTEM. THIS FLOW HAS BEEN INCLUDED IN THESTORM PIPE COMPUTATIONS FOR SIZING. _-STR-2B 5 0.14 0.86 1 I _ 18- - - - - - _ _ 0 / / \ \ DRAINAGE DIVIDE F EX,. STR-5 I #403 A23 / ' / VI ♦ \ \ o N / 424 I I -418 \ I ' ■ / / 'I I O -' 427 �' $.' I \ \ z RD3 0 424 dti I I♦ \ O 425 - Q - _ \ DATE / / / I \ ° 206 / ♦ THE STORM DAMAP FROM DDR ON SHEET 0 I 41s I I� �./. // \ C6.0, ALONG ITH ALBEMARLE COUNTY >- DRAWN BY -426 1 ' \ SjR-�C \ GIS WERE REF ENCED TO DELINEATE SWK �� >� �' o / ' / a2 \\ - ` / / T. BRIGHT \THE BASINS FLOWING TO THE EXISTING I 420.39' a / o 0 \� STORM NETWORK HAT THE PROPOSED I _ / / $)I \ • DESIGNED BY '420- 427 � ' f 0\07 \0.9 ♦ ♦ \ \ STT\IS ROUTING TO. T. BRIGHT I0.11 0.90 Atim j EX ` -431 / • I/ / /' STR-2C ' \ \ • CHECKED BY 427. RD2 ' \ / \ / B. CICHOCKI 0.02 0.90 0.25 0.90 208 0.87 ` /g \ �'/ ♦ ♦ , -432- s • SCALE I /ITON ' JNA NAIL RD4 ' _, 0.20� \\ ��\ , ♦/ 1„=20' (F) - 0422 I R D 1 210 ,0.14 0.81 \ 1 ��, ♦ , A / • #206 ♦ • 15" RCP I` -423- 427 0.20 .8, A23 0��� L - 0.05 0.30 , ,' \\ I`\ -ri. %/♦ / / ' >2 D 108 - rO35 0.9 / STR-7A ' �,� : s I �� 212 4 ♦ \ / 1 r_ -424 ' - - - - ' - - / e ♦ / / E X PK NAIL d 6 a2s- •, °430°° 2 \ � _2- STR-2D (F) � ♦ / RD 5 / 428 - - - 3 ` \ ye v / / MAG 11 /� 110 � � ' _ D`I' 429- - � / 214 � 3 433- / / / / I W I11, 0.22 0.74 / -- _ -- 431\ --- - - -- _ _ _ '��-- 411 NAIL Zy // /� t AZ6 _ - - - # 110 /r 3 ` / % x ($) / / MAG l/rA / / -' �� d30- I / '' -_ -- Q ---_ _-- 43 - A3'1 \ - // C NAIL ($ �� 11 AZ1 - ///��� 0.06 0.90 0.100.6 - Sq� a3 - - - /� a G TD ' '433 \�- -___ i ♦ nJQ �� / Q Iil 0.06 '0.81 ./, dti� \ - - _ TD , - , , 0.44 0.72 - a�1- - - , _ /a ' / / �c� / c� w #112 #214 a3 s ,' - _ _ -434- a / \ # 301 A29 ��- _ - ' 43 # 212 3ti / \ \ \ Q > Q G / A Lu I - - t ' 34 5 \ / yP - - PK NAIL \ \ /'/' LU N�4 0 - tk 435' (F) V 1 STORM DA MAP FROM DDR ON SHEET \ A \ 432 4g, / / \ 33 N 7 ' .0, ALONG WITH ALBEMARLE COUNTY \ \ \ \ _ ¢3 a' / / 434 ' - - - 'k"is5 / ' - _ _ / ' ' \ \ / /'�' \ \ W ILL Z IS WERE REFERENCED TO DELINEATE / A3ry - - ? ' / ' - - / \ / 'H� ' THE BASINS FLOWING TO THE EXISTING / - - ' 435 ' / a �I� \ PKNAIL (F)/// U ' STORM NETWORK THAT THE PROPOSED / \c / 3 \ 43� / / ,�/ - - -� \ \ - - �� �_ q36 /R , d91 S / ` / /'/ Q Z �/ SITE IS ROUTING TO. \ \ \ d q ,/ / / ,' ' ~ �M ` ` J .43 \ / \ ♦ ` A3A ' I`434 rip h36 " 011 ase�W \ \ - , , '�. ✓/ wJ z W TMP 78-96 GUADALAJARA CORPORATION IV IRON DB. 3339, PG. 710 / / \ i MAG / \� \ \ (S) ' / ' \ \ \ CURRENT USE: RESTAURANT N-IffMAG (S) s � \ > ZONED: HC IRON () / TMP 78-1181 SANDAV, LLC DB. 4559, PG. 55 (VESTING) DB. 4174, PG. 1 (PLAT) �\\\ �lg\ CURRENT USE: COMMERCIAL CAR SALES PARKING %' ZONED: HC TMP 78-9C TAP INVESTMENTS, LLC / \\ DB. 3657, PG. 606 "(F) CURRENT USE: NEIGHBORHOOD SHOPPING 4.36i- \ ZONED: HC JOB NO. TMP 78-9A 49421 SANDVLLC DB.3383APG. 604 \�01 CURRENT USE: AUTOMOBILE SHOWROOM SHEET NO. ZONED: HC C6.1 0 a N 0 d 0 00 a vX o au) 2z 00 o 2 c E- E o a =v a- O w Z zN od 2 a 0 o a .Z Y J N X C 0.0 w 6 2 2 h m= 4� _ E M 06 06 a c �a '0 'a m o W. m 6 � 2 m A = c 0 m s. E h w t- � E L INLET OR JUNCTION OUTLET WATER SURFACE ELEV. DD\. PIPE Do (In) DESIGN DLSCH. Qo (CFS) LENGTH PIPE Lo (Ft) FRICTION SLOPE Sfo (FT/FT) FRICTION LOSS HF (Ft) JUNCTION LOSS FINAL H (Ft) Inlet Water Surface Bevation Rim Bev Comments Vo Ho (Ft) Qi Vi QiVi Vi'2/2g Hi Angle Fi0 Fit 1.3 H[ 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: Towneplace Inn & Suites LD-229 PROJECT: Towneplace Inn & Suites HYDRAULIC GRADE LINE ANALYSIS STORM SEWER DESIGN COMPUTATIONS �Tx OF % COUNTY: Albemarle County INCIDENCE PROBABILITY 10 Year STORM FREQUENCY 10 `G7 UNITS ENGLISH 0 O Bryan D. Cichocki Z Idc. No. 53741 OYy� O1V u sSIONAL M E 0 N OV N C > E w v E z w ~ U w 3 a o 3 O a O L M U o z w -In O z > .. a> onl! F- �Nv a O W 4 M 30�X to O Q w 0 N c v In H U a O m c I^ V) N N W (n M � N W J o w o H z g a 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 c7 O x F p N w N 0 x Q N LD204 PROJECT Towneplace Inn & Suites N RIPRAP O ~ n DATE 0612812022 0 DRAWN BY T. BRIGHT • DESIGNED BY • T. BRIGHT PIPE OUTLET CONDITIONS • CHECKED BY L A A • B. CICHOCKI • • SCALE 3 •NIA da -- PIPE OUTLET TO FLAT AREA WITH NO DEFINED 3DO W PLAN v�q CHANNEL L° 0 R SECTION A -A rarzv een>x 1¢T W r-a'; namuRFxaea vat 6RTIv6 P¢a11eSS@B O DESIGN OF OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL MINIMUM TAILMATER CONDITION IT, t 0.5 DIAMETER) N I gp N a tv y W ry Outlet M • Do r La tiilill. PIPE 2Diameter, pa a.n. 1 ii I" O ' I I �e�9'fI`5p :ill ll i 1 131111 ilI1 µj • - • ,t _. 1'T �. f 1 IF A I.11 • a. _ I Gr.a. III If4 1 I �. 11 1 ! _!al 4 z `Ill ;! J a G oil I,f Ilk i! C:: `.: I z�_ Aboo ... I_ - i l i II1 y Itsi!I j'1111 it /r i 20 SF 3 \L J�!I) r 1;1 11 i s 9 Y 30 .. n I- h I x i S0 z CC It 11 II,Il. 1 z m V E k '' '� l i .� 'a I co I I I 1 1�1 l t1 1+ r Ilas a l ea a I II I:I r 1�1.1 t 4 W L � LL I9 viz 1 II s �Z v Ill"I 11 Rewmvwaded mi.. I I d, =G.. -� ! I i z - .. ..... J �., 3 5 30 20 50 3 100 2DO 500 IOCL w O Q Qo Discharge, ft./sec. �, td I I 1 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 0 HI JOB NO. 49421 SHEET N0. C6.2 a4444 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 0.04 420.35 425.25 401 409.82 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 Outfall Pipe a (10- La W dso dso 3Do Diameter year) ft cfs ft ft ft in ft 100 2.0 19.296 13 15 0.5 6 6 N e rn 3 c� 0 rn L PIPE FROM POINT TO POINT DRAIN. AREA "A" (3) RUNOFF COEFF. "C"CA (4) CA TOTAL INLET TIME Minu[es (7) RAIN FALLQUPPER In/Hr (8) RUNOFF CFS (9) INVERT ELEVATIONS LENGTH Pipe(Dia. Ft. (12) SLOPE Ft./Ft. (13) SIZE Or Span/Rise) Tn. (14) SHAPE Capacity CFS (15) Friction Slope Ft./Ft. VEL Vn Ft/Sec (16) FLOW TIMENO Min. (17) REMARKSAcre (18) TNL ADDTL END (]0) LOWERof END (11) REFERENCE (1)(2) 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 Q200 RoofDrain4 211 212 210 0.440 0.720 0.317 0.608 0.000 6.200 6.172 3.751 421.476 42L120 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 L114 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 ]0.616 414.770 408.430 198.599 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 EX 10 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 IMP 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 0.220 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 1.215 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 1.326 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-5 403 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 Q188 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 0.162 1.860 0.000 6.972 5.958 11.079 407.510 406.790 30.884 0.023 24.000 Circular 34.537 0.002 9.807 0.052 EX7 STR-2 STR-1 0.110 0.900 0.099 3.733 0.000 7.186 5.902 22.030 406.070 404.360 19.095 0.090 24.000 Circul INLET � U w z > � U a a' � � � O � �'d" c7Wwc�.1 30 m a tiz �� O ?� �w UU �� ram. Sag Inlets Only a' W Z rW �' � � q "' s °0 o c la q � ¢� H 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 L666 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 Q220 0.90 0.198 0.020 0.30 0.006 Q204 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 0.0833 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 L272 0 0.0600 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 E" 350 ' _ Note: zur a,�,ao, - _ Refer to Town &-Couhfry Phase II r J E �. J - r �'r - Stormwater Management Plans for Profiles >- an . u1,atlof,s for Basin. 360 70 i - a - - stOtiPwatBr Manoli1dn r ✓ y l ` s. / y. j %. / /. �.. i - - - - _ Eeaemaftt tti t Bedcated o blia `� ,✓ % v - /- l _,_ Tom.': +^1.�.,: s T*Cif EW7lattktaell Z/ / ✓ f AR o 1 1 Stormwater Basin Detail RB 5A' ;S/W I ll VDOT STD. CR-2, TYP,. II Ll 2 Town & R6 N,T,S. Design Speed for Town .& Country Lane is 30 ,MPH'. Design ADT for Town & Country Lane is 1,589 ,VPD. B:0' 2:5' ,2,0' - SM-9,E 4 MIN COMPACTED SUBGRADE 957 COMPACTED /,ane Tum"Cal Cross .Sprti,cn nptait. 53' R.OX 4 BM-25.0 S" Aggregate Base Material, Type 1, Size 71 f1' 11' - 2.5' - - 6.0,` _ 5.',0' S/W CG-'6 4 MIN. TO STORM STRUCTURE 4" PIPE l` VDOT S70. UD-4 UNDJ=RDRAINJ (TRENCHED AFTER SUBBASE CO UR€ 'IS W PLACE) 5.0' S/W 3 0ly R6 N:T.S C 57-K1 to ST-K3 New To Amendment. T-56 o ST�K1ASver Field Asbuilt. ,r rA 2:5' -2 - SM=9,5A % SLOPE 4" ,MIN 4" BM-25..0 COMPACTED SUBGRADE 5" Aggregate Bose 957 COMPACTED Material, Type 1, Size 21B. r.a Dn ve Typical Cross Section Detail, Sta. 17+24 to End li 4° 2:5' T- 5.O' STD: GG fi 1 - 4• MIN. ( 2, TO STORM STRUCTURE II � 7PIPE 1' I I VDOT. STD. UD-4 II UNDERDRAIN LJ (TRENCHED AFTER SU89ASE COURSE 15 IN PLAC E.) Design Speed for Olympia Drive is 30 MPH. Design ADT ,for. Olympia Drive. is 1,589 VPD, LD-229 Storm Drain Design Computations Route. Olympia Dow P1oj:. Luxor Roads County Albemade District: From To Point ,Catch Runoff Inc Accum Tot. - Tat _ Tot- Up Dn. Pipe Inv Pipe Pipe Velocity Flow time Point A Coef AC AC Tr---- < Int Flow Inv Inv Len' S Dim C Inc `- (�) _ _ - (min) (inlhr) (cis) El El My (%) (in) (cis)' (ft/s) (min) i _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 42245 42200 45 100% 15 e46 - - 4.51 0.17 - ST-813 _ ST-8A. 0.12 0,80 010 0:10 50 6.81 0:65 43t:80 - 425.70 99 6.17% 15 1604 6.45 a0.26' ST-BA ST-8 0.24 .0.85 0.20 . 030 - _ a5.3' - 674 . . 202 . 42217 42t98 12 . 161% 15 82 5.64 03 - - _8 STD ST-7 _0,7 '" - "0.74, 0.05 0.60 5:2 6.761 4.03 421 70 ''421.24 46 {- 1.00% - - _ 15 ' 6,46 5.81 0:13 - 016 5,0-- - 6.81 t09 420-51 420.00 76 0,67% )5 5.28 3.49 0.;36 ... _.... ST-7A ST- 0.04' _ -090 O.Q4 0.79 5.4 6.71 5.32 419.60 419.46 1:10% .._.._-. 15 6.77 6.26 0.01 ST,4A._ = ST-4 - 0.00. 0.00 0.00 0.79 5.37 _,5„,31_ 416'S0 -412.19 _ _`4 - 136 3.16% 18 18.7 9:50 A34 o- _v .._ _6.70 4 8 OM O.qj , 0.07 6.0 6.53 0:44 412:27 411.79 49 0. 15 ¢:4 3.1 - - 0.27 - _ _ _ _ _ ST4 _ ST 0.014 0.86 0.12 0.98 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% 324 - --5.9 -- -. 0.04 6_ _ _ - -24 ST-3 _ ST-2i. 0.11 0.85 0,09'`- 2,99 Ti 624: 18.68 ,407.73 40T25 c 27 1.76%. 24 30.0 10.9 0.04 ST-2D ST-2C 0.35 0.90 0.32 '-�- �0.32 5.00 6.81 2.1.5 .428,57 425.42 101 3.12% 15- - 9.3 - 7.1 0.24 ST-2C ST-2B 0:07 _ _ 090 0.06 q.38 5.24 6;74 2.55 425.22 424.39 - - 36 2 31% 15 9.8 6..9 0.09 ..- _ .... .^ ..__.3 4 ST-2A1 ST-2A 0.12 0.85 0.10 0:10 �- -� 5.0 6.81 0.69 418.24 416.25 28 7.11% 15 151. _ 2:3 ........0 0.21 ST-2A ST-2--- - 0.00 0.00 OAO 049 5.6 '6.65 4.57 415.50 °-408.95 195 3,36% 15 11.8 85 0,38: ST-2 ST-1 0.11 0.90 _ 010 . 3.'78 --- 7.2 6.23 23,55 406.25 40600 14 1.76% 24 = 30.0 ;1.0.9 0.02 7 f 241 STIR 0.18 0.90 0.16 4.15 8.03 6,04 �- 25.0 435.70 431.74 39 10.15% 36 0 20.2 0.03' S7R-37 - - - _ 0.80 -. _ 1.0 1.05 5.00 6.81 7.2 436.00 434.96 143 0.73 7n - a 't8 --211 11 7 TO 0.34 E)4f ST-K2A Refer to Sheet R6, 1.25 1.25 '6:50 _. 6.'41 ""- - 8.0 435 22 435,10 24 ° 0.50 b 24 20.8 6.3 0.06 ST-K2A ST-K2: 0.00 0.00 0.00 _,. 1.25 _ - 6:56 6.39 8,0 435000 434.66 42 0.81% 24 26.3 <7.4 - -0:09 ST-K2 ST-K1_ __0,00--- 0.00 0.00 2,30 6.66 6.37 14b 434.48 433.79 --66 --- 1.02% 24 29.4 9.4 ,0.12 ST-KA ST-K1 0.77 0.75 0.58. 0.58 5.00 s- 6.81 3:.9 434.66 434.54 24 A.50% 15 5.9 5.2,--- 0:08 -0 ST.K1 Si.K1A_ DO 0.00 0.00 2.88 6.78 6.34' 18.2 433.29 433.02 e - 53 0.51% 30 2&�0 6.3 0'14 ST-.K1A ST-56 0.00 0:00 0.00 2.88 6.92 6.30 18:1 432.92 " 432:10 160 0.51% 30 29.0 6.3 '0,42 STR 56 STIR 55 0.31 _ _0.90 - -0,28 - 7.30 8.06 6,03 44.0 43154 430,07 293 050%- �- 36 472 .7.6 0.64 STIR 55 STIR 54 - - 0.00 0.00 0,00 7.30 8.70 5.89 43.0 429.97 424.27 -- 294 1.94% 36 92.9 13.0 0.38 STR 53 STR 52 0.15 0:90 0 14 7:44 ^ 9-71 5.68 A2.3 420,34 420.00 57 0.60% 36 51.5 _ 8.2 0.12 LD-204 Stormwater Inlet Computations Sag Inlets Orgy 2 m Z a :- � (J m mod U 6 m -o of U (O c m 2 E m ;U O m o b fl o a > U_ _ x > �a. X m z 57 O v m :9 v h (n; m n o u w de Y ,« c: O a n m o o r =.9 n f 0 tJ - 25 m o e - n � y 1 23 4 - 5 B 7 8 9 10 - 11 _ 12 13 14 15, 16 17 18 49 20 21 22 (1) Ise) I (nmr) (cfs) I.(cla) (c) M ('r1 (7), (ft) (it) I lets) (cfs) I (R)`.--(ft),. _23 (8) STR56 DI-4BB 8 0.31 '0:90 0.28 0.28 4,00 1.12 0,00 112 0.030 0.02 '0.083 3.99 0.21 --,92.2 1.03 0.09 e STIR 2B' DF3B 8 --.0:23 .- 0.90 0.21 0.21- 4.00 0,83 -0.09 0.92 0.040 0.02 0.083 2.88 0.18 93.0 _ 0.85 0.06 STR2 D138 - 6 0.90 0.10 0.10 4.00 0:40 608 0.46 0.048 0.02 0:083 2_19 -0,17 0.46 0.00 _1.00.0 5 4 -- 9 STIR 2D DI 3B - 8 0.35! 0.90 0.32 0.32 4.00 1226 O.00 1.26 0040 0.02 0083 _-3,90 0.20 98.0 1.23 0.03 ! STIR 2C D13B _ .. 6 0.07 0.90 0,06 - 0,06 4.00 -0,25 0.03 o28 0.040 0.02 0083 1.40 0.11 100.0 - 0.28 0.00 .1. - . . - STR 3 - STIR 3 STR3 DIJC D13C DI-3C 6 6 6 0.07 0;,11 0.18 0.85 0.85 0,85 0.06 0.09 0.15 0.06 0.09 0.15 4:00 4.00 4.00 U.29 037 0.61 0,00 000 0.00 0'24 0.37 �0.61+ 0.001 0001. - 0.02 - 0.02 0.02 0. 0.083 0.083' 5.40 3.-30 0.23 0.19 100A 100.0 100.0 0.24 0.37 0.81 0.00 0.00 'U00 Approach Spread Approach 0:2 0.5 Right Spread Left 04 3.89 r STRS 131313 B 0.08 0.85 0.07 u0.07 40 0.27 -0.27 _ 007 0.02 0.0831 1,28 0.10 100% 0.00 0.00 - - STR4 D13B 6 0.14 0.86 0.12 012 048 _ 0.48 0.07 0.02 0.083 1.43 0.12 100% 0.00 b00- . -40 _ ST-'2D Added. Drafngge Calcu.lotions Revised For ST-2C (Refer To KIA (Refer To XIA SP) horrge Per Asbuilf- r o ar N N'm c > C U J tft mmc °mm " J mm N 0�<a EN L n L � o a 0 -� >� o e�op�a�,- 1,aei(era)s C O���pLTH 6pf. G Z 0 "TIMO Y RAY MILLER n U., No. 30542 N l Revisions: NO. I DESCRIPTION IDATE I m ink a 3 v 6;v w�r _YCS Q � O O 0 ) z �w O y I� ~ rrn- Ig Q ri Sheet No R.6 Bryan D. Cichocki ZI Uc. No. 53741 ;1�1 4�1U D rm E O N N N C >E vE z w w G Q U. U.o O LL - O K L M r Q j U m Z r wN �-Lri O Z 0 O rn 7 N O F- O :'J W �O 1X to O � LL < w 1n o¢ 7 = .. V N O x Q ~ o rn ur) CO O N j (n v M LU K (n W J i H Z -i a O a O cD 0 0 x F p N uJ N w o 711 x Q N U o Q 17-4 0 (n DATE c� 0612812022 O N Z 0 f 0 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A L JOB NO. 49421 SHEET NO. C6.3 C'i�,TH OF �, 108: MH 2 301 : DI 3B 6 ft Throat Lr 100: DI-3C 8 ft Throat M _ STA 10+01.73 n . 0 5 INV I Bryan D. Cichocld Z wv I U lie. No. 53741 INV OUTmay, 0 �o�4ssIONALOSY' 0 50ffx PROFILE SCALE M E 0 0 U N � N 0 > E F E z W �Uw3 LL o 3 O p LL - wO `mom ¢_j U00 z w w -1i O Z a� ry a OLU V w 30 =x UU) O oa ==LL O U)) v F�¢u O m c ^ U) w w M U) d 7 r W J z g U> a O x c� O p N W N w 0 2 Q N U p N O~ in DATE 0612812022 O } DRAWN BY T. BRIGHT • DESIGNED BY 9 50 9 50 • T. BRIGHT S C 100 S C 403 S C 108 S C 30 • CHECKED BY HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' B. CICHOCKI VERT SCALE: 1"=5 VERT SCALE: 1"=5 : • 104: MH-2 208: DI 3C 6 ft Throat 210: 15" Basin Square Grate SCALE 102: DI-2C 6 ft Throat STA 10+40.28 1 "=50' 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) f� INV OUT 407.95 (101) C7 • `m m o m .o L O `-' L �"� U N 100: DI-3C 8 ft Throat " N 108: MH-2 m �' c N ri co v �O STA 12+20.13 m a°'i, C a N STA 10+00.30 o rn N m O N U1 �-:,j (0 TOP426.46 UM N a +°per TOP412.63 N}��H C7+C4 NMN� INV IN 407.71 (101) p�az INV IN421.00(109) ocaz o �aao INV IN 407.71 (400) � Q d j > INV IN 418.83 (300) o F 0 > > F O Z INV l INV OUT 407.51 (EX6) CD U) H_ Z Z INV OUT 417.86 (107) O F z ? ~ - INV OUT 435 435 ' ^ V / Uj PROPOSED EXISTING GRADE GRADE I� 430 430 ''� APPROXIMATE V / BOTTOM OF BLDG TRENCH Q INCLUDES FETY i DRAIN Q Z SLA (SL-1) FOOTER = 423' 0 w 425 ✓ 425 j J r / IN. w U_ L J RETAINING WALL 11 z z < ,O/ -`7 �11 ✓/ Z 121 80' OF Q a Z w L.L 420 Q HDPE p 420 ~ m / 0 2 00 0 0 O w Q 109 O O O / l 19.3 ' OF LL o✓ Ofof U O 107 WZWz 15" DPE QJ 415 142.36' FO:O� @100% 415 ? O 18" O 105 101 0 0� p O HORIZONTAL DISTANCE OF BLDG FOOTER TO PIPE = 10'. w U , ^ APPROXIMATE WALL 37.4 ' OF _ _ _ _ BOTTOM OF BLDG FOOTER EL. = 423' @ 45° RESULTS IN LL V I FOOTER EL VATION 18" DPE A LOAD PLANE ELEVATION = 413' @ PIPE. ri3 @ 1. 0% PIPE BEDDING EXCAVATION TO DEPTH OF 416'. 410 1.4' 18 06' O 410 O ROOF DRAIN CONNECTION PPROXIMATE @ 1.00% BUILDING LOA LANE EL. = 41 101 23.68' OF 405 STEP DOWN STRUCTURE 405 @ 1.00% WITH 2' STEEL PLATE. PIPE 101 MUST BE RCP 400 400 o h N rn v v o 0 N N N N N R R 7 R 7 7 7 R PROVIDE SAFETY SLAB FOR ALL MANHOLE STRUCTURES WITH HEIGHTS GREATER THAN 12'. IDe NO. 9 00 9 50 49421 STRC 100 - STRC 112 STRC 104 - STRC 214 NOTE: STORM SEWER PIPE 101 MUST BE RCP, HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HDPE SUBSTITUTE IMPERMISSIBLE. SHEET NO. VERT SCALE: 1"=5 VERT SCALE: 1"=5 C7 0 f00 qf cj t TOP 412.63 N � M W � + ri � F 403: DI-3B 6 = M 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) 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 TR 1 - TR 1 STA 11+g5.58 STA 12+03.52 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) m r7 m lO _ MO l6 U') � �' f° S U � t o� � N� H M V m V� �u7 �M M "? � oo ai F v W �aO 00 fM u� N STR-2A1 co ,� m o O NNOD m o � � � m�� V V MO � STA 10+02.68 m N ON V� N} N� H aj °0� U M N - M} I�� F NM�� } °0 � i TOP421.61 p�vz O p�vz � o�az =O N418.21(203) �Qd» �Qd» �QaO NQd NU~? HO> T418.01(EX4) c�vU)�? Z N�OZ Z N��Z Z 440 440 435 435 EXISTING GRADE P OPOSED GRADE 430 - 430 SEWER PIPE 2-3 - � TRENCH DRAIN 425 425 / 1.3' / 6" C SS 52 1' DIP WATER INE A ;tj 6 z_ z_ 420 211 Q Q 420 20 61.07' OF 15" HDPE p ❑ 205 4 � 112.11' OF 15" HDPE @ 1.00% Q 0 LJ 15" HDPE Q 1.00% @ 1.00% 415 _ 19.89' OF 209 415 15" HDPE 213 15" HDPE @ 1.00% 74.9 ' OF @ 1.50% 12" HDPE @ 2. 0% 410 410 405 405 CO � 7 O N `� M v v v v v v v TH oF L 5- r Bryan D. Cichacld 'Z U lie. No. 53741 0 STA 12+27.IONALGSY' 24 3 0 50ffx TOP 428.52 PROFILE SCALE INV OUT 425.25 (2-3) STA 11+88.19 2 o 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 �vw3 U. o 3 O p LL — w O `m J � V oMo Z GRAw w —U O Z) a>ry a OV w 30 =x VOi O oa ==LL LO Loi v z 1­ F�¢u O m c un U w W M av 00 J 0 Z CONNECT g CL TO EXISTING WATERLINE. CONTRACTOR TO VERIFY LOCATION Ox AND ELEVATION cD I I A I p N w N W O Q N N O~ LL in DATE It 06/28/2022 O DRAWN BY T. BRIGHT • DESIGNED BY • T. BRIGHT • CHECKED BY 00 50 50 00 50 • B. CICHOCKI CIS • • 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: V=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 CONNECTTO Uj EXISTING WATERLINE. CONTRACTOR TO VERIFY LOCATION AND ELEVATION 0 v ' Q ,^ Q vI z�_j w O zQ zm� J Q U o Q z J z J � I --I O W Z) In z O I— 50 50 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: 1 "=50' — VERT SCALE: 1"=5 VERT SCALE: 1'1 JOB NO. 49421 SHEET NO. C7.1 .1 CONTRACTOR \ \ � � PROPOSED ISTING PROPOSED GRADE DE BUILDING 435 WALL 435 430 430 12.1 � FF = 428.65 2�1' 425 2-3 425 435 435 PROPOSED BUILDING WALL SPRINKLER ROOM 430 430 PROPOSED GRADE"CLASS 428.65 525.2'425 r�3 DIFIRE LINE 425 6"X6" TEE FROM WATER LINE A 420 / 420 / 11.25° EXISTING / VERT.BEND GRADE 415 415 n � — ui z± z+ o C7 C7 Q °c~p Q m 410 m rn�rn io 410 405 405 10 00 11 00 11 N a a N O 01 s M 0 PROPOSED BUILDING 440 WALL 440 FDC PROP ED 435 GRADE 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 od C°d 415 m v~i v v~i 415 410 410 10 00 11 00 11 v O v FIRE HYDRANT 440 ASSEMBLY 440 EXISTING GRADE 435 435 PROPOSED GRADE 3.5' MIN. 430 430 6" CLASS 52 �� DIP FIRE LINE B 425 � � r` w � N 425 w w °r° WH ZO w0 m co X�X Q i� Q So W rn~ m� 420 420 415 415 410 410 10 00 11 00 11 ^ 7 440 440 435 435 FIRE HYDRANT PROPOSED ASSEMBLY GRADE 430 430 EXISTING GRADE 425 425 3.5' MIN. 420 � 420 � W N w ? 0 6" SS 52 H w o_ DIP IRE LINE C xa �d 415 ion mv~i 415 410 410 10 00 11 O N a 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 Op0 �° DIP FIRE LINE E FW XQ >�W� O QmQ 410 m� �O u~irn� 410 405 405 10 00 11 00 11 O a 435 435 PROPO ED BUILDI G SPRINKLER PROPOSED W LL ROOM GRADE 3" D MESTIC LINE 430 430 FIFE = 428.65 \ � 3" WATER METER VAULT 4.5' � 3.5' 425 � FHA 425 EXISTIN GRADE � 6"X6" TEE � TO FHA 420 420 Of 6 CLASS 52 ST RM Q D P WATERLINE PIRE 207 / 415 � 415 (L' 1� N O O M °p Z w ai ri °d � � co � n ui W +O p +O p +O W p H ~ Z Z � Z ~J � Zu+j prn >� m m > m .> W� p °pm� °�'v~i v� iov~i io�v~i °�' m rn�m 410 410 405 405 10 00 11 00 12 00 13 00 14 00 15 00 16 00 16 O� °0 O � W N N ^ W M R CO �"� v �"� o of � ^ °d ^ tl� tl� R R R N �t N R N C N V 7 R V