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Home My WebLink AboutWPO202100017 Plan - As-built 2022-02-15W T.' Y BUILDING MANAGEMENT CO. IVY PROPER (PARCELS 58A2=14,, 58A2=20) ALBEMARLE COUNTY, VIRGINIA PROJECT TEAM OWNER BUILDING MANAGEMENT COMPANY CONTACT: ROBBY NOLL PHONE: 434.977.6400 EMAIL: ROBBY@TBMCOM.COM ARCHITECT DESIGN DEVELOP LLC CONTACT: EVAN PHILIPS, R.A. PHONE: 828.702.4241 EMAIL: EVAN@DESIGNDEVELOPLLC.COM GENERAL CONTRACTOR FRANK SAUL CONSTRUCTION CONTACT: GERALD FRANK PHONE: 434-284-2815 EMAIL: GERRYMFRANK@GMAIL.COM DRAWING LIST CS,1 COVER SHEET CIVIL ARCHITECTURE C0,0 COVER CS,2 GENERAL NOTES Cl .0 NOTES AND DETAILS LS,1 CODE SUMMARY + LIFE SAFETY PLAN Cl .1 NOTES AND DETAILS A1.1 PLANS C 1.2 NOTES AND DETAILS A2,1 ELEVATIONS C2.0 EXSITING CONDITIONS + DEVELOPMENT PLAN All BUILDING SECTIONS C3.0 EROSION + SEDIMENT CONTROL NOTES / DETAILS A3,2 BUILDING SECTIONS C3,1 EROSION + SEDIMENT CONTROL NOTES / DETAILS A4,1 SECTIONS AND DETAILS C3,2 EROSION + SEDIMENT CONTROL PLAN PHASE 1 A4,2 SECTIONS AND DETAILS C3.3 EROSION + SEDIMENT CONTROL PLAN PHASE 2 A4.3 SECTIONS AND DETAILS C4,0 LAYOUT PLAN A4.4 SECTIONS AND DETAILS C4,1 SIGHT DISTANCE PROFILE A5, 1 WINDOW AND DOOR SCHEDULE C4,2 MAINTENANCE OF TRAFFIC PLAN A6,1 FRAMING PERSPECTIVES C4,3 MAINTENANCE OF TRAFFIC PLAN C5,0 GRADING PLAN STRUCTURAL C6.0 STORMWATER MANAGEMENT PLAN S0.1 GENERAL STRUCTURAL NOTES C6.1 INLET DRAINAGE AREA MAP SO.2 GENERAL STRUCTURAL NOTES C7,0 STORMWATER PROFILES S1.1 FOUNDATION PLAN L 1.0 LANDSCAPE PLAN S1.2 ROOF FRAMING PLAN E1.0 PHOTOMETRIC PLAN S2.1 TYP. CONSTRUCTION DETAILS E2,0 LIGHTING CUT SHEETS S2.2 FOUNDATION DETAILS S-1 WALL AND SITE PLAN (RETAINING WALL) S3.1 TYP. FRAMING DETAILS S-2 STRUCTURAL DETAILS (RETAINING WALL) S3.2 ROOF FRAMING DETAILS S3.3 SHEAR WALL DETAILS GENERAL DESCRIPTION IVY PROPER IS A PROPOSED 6,500 SF PROFESSIONAL SERVICES OFFICE BUILDING LOCATED NEAR THE INTERSECTION OF IVY ROAD (ROUTE 250) AND IVY DEPOT ROAD IN ALBEMARLE COUNTY, VIRGINIA. THE EXISTING SITE IS 0.88 ACRES. THIS SCOPE OF WORK IS FOR AN EMPTY BUILDING SHELL, WITH TENANT FIT OUT TO BE COMPLETED IN SEPARATE PHASES / PROJECTS. THIS DRAWINGS SET IS ONLY FOR A WARM, DARK SHELL; SHELL TO ACCOMODATE FUTURE TENANT FIT OUT AT A LATER DATE. REFER TO LS.I FOR BUILDING CODE AND LIFE SAFETY REVIEW. OBJECTIVE THE GOAL OF THIS PUBLISHED SET IS TO PROVIDE A FULLY -COORDINATED, COMPREHENSIVE DRAWING SET BETWEEN STRUCTURAL, CIVIL, AND ARCHITECTURE DISCIPLINES. THIS SET IS READY FOR CONSTRUCTION AND AVAILABLE FOR PERMIT SUBMISSION. ARB NOTES THE PARCEL IS ALONG THE IVY ROAD ENTRANCE CORRIDOR, WITHIN THE PURVIEW OF THE ALBEMARLE COUNTY ARCHITECTURE REVIEW BOARD. A CERTIFICATE OF APPROPRIATENESS HAS BEEN AWARDED FOR THE PROPOSED DESIGN. DEVIATIONS FROM THE PROPOSED DESIGN COULD RESULT IN DENIAL OF CERTIFICATE OF OCCUPANCY AT THE TIME OF FINAL INSPECTION. DESIGN BUILD NOTES MECHANICAL, ELECTRICAL, AND PLUMBING TRADES ARE EXPECTED TO BE DESIGN -BUILD. CONTRACTOR TO COORDINATE THESE AREAS OF WORK AND ENSURE EACH TRADE SUBMITS FOR INDIVIDUAL PERMITS WITH THE PROPER AHJ. CONTRACTOR IS REPOSIBLE FOR ALL MEP WORK TO BE PERFORMED TO APPLICABLE CODES AND STANDARDS. REFER TO CS.2 FOR ADDITIONAL NOTES ON MEP / DESIGN -BUILD AREAS. Z n J (Do w LLJ ~ J z J Lu W z> C V) CQCLLJ G V 0 V) J Q Lu Q 00 = I U CONTACT: BOB PINEO TEL:434-806-8365 (E):bob@designdevelopllc.com PERMIT SET October 27, 2021 • Q Oz u V ix1-� Z Lu Lu > Lu V O Z Q CL QO t`n Lu I V > Z Q J W S m ��I.TH OF SUO RO GEORGE P a Lic. No. 04010 3 j CHI CS.1 COVER SHEET ISSUE DATE: October 27, 2021 Csm SHEET # 1 OF 44 TH r�ftwy.Mu rlw TAX MAP PARCEL AND OWNER INFO: PARCEL(S) 058A2-00-00-01400 AND 058A2-00-00-02000 IVY PROPER LLC 400 LOCUST AVE SUITE 3 CHARLOTTESVILLE, VA 22902 TOTAL PARCEL AREA: 0.87 ACRES (PARCELS 58A2-14 AND 58A2-20 COMBINED) LIMITS OF DISTURBANCE: 0.96 ACRES ZONING: C-1 (COMMERCIAL); ENTRANCE CORRIDOR OVERLAY DISTRICT MAGISTERIAL DISTRICT: SAMUEL MILLER SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: BASED ON FIELD SURVEY BY TIMMONS GROUP DATED 1/11/19. 19IMINL`10HG\lgaINgi4NO0111411111►rGNT5102 i:] UTILITIES: PRIVATE WELL AND SEPTIC ON SITE. DRAINAGE DISTRICT: IVY CREEK WATER SUPPLY WATERSHED LITTLE IVY CREEK APPROX. 300' AWAY FROM SITE ZONING SITE REQUIREMENTS: USE CURRENT: VACANT PROPOSED: 6,500 SF GENERAL OFFICE SETBACKS FRONT: 10' MINIMUM FROM PUBLIC STREET RIGHT-OF-WAY (IVY ROAD) 30' MAXIMUM FROM PUBLIC STREET RIGHT-OF-WAY (IVY ROAD) SIDE AND REAR: NONE BUILDING HEIGHT MAXIMUM ALLOWABLE BUILDING HEIGHT: 65 FT (COMMERCIAL DISTRICT) PARKING REQUIRED PARKING: GENERAL OFFICE: 1 SPACE PER 200 SQUARE FEET OF GFA 1 SPACE X (6,500 SF X 0.8) / 200 SF = 26 SPACES PARKING FOR ADJACENT PARCEL (4282 IVY ROAD): 7 SPACES TOTAL PARKING REQUIRED: 33 SPACES PARKING PROVIDED: 36 SPACES IMPERVIOUS AREA EXISTING IMPERVIOUS AREA: 0.33 ACRES PROPOSED IMPERVIOUS AREA: 0.55 ACRES NOTES: 1. LANDSCAPING SHALL BE PROVIDED PURSUANT TO SECTION 32.7.9 OF THE COUNTY ZONING ORDINANCE AND THE ARB DESIGN GUIDELINES. PROPOSED PAVED PARKING AND VEHICULAR CIRCULATION AREAS ARE 0.31 ACRES. 2. SITE LIGHTING SHALL BE PROVIDED PURSUANT TO SECTION 4.17 OF THE COUNTY ZONING ORDINANCE AND THE ARB DESIGN GUIDELINES. ZONING NOTES 1. CRITICAL SLOPES DISTURBANCE SHALL NOT EXCEED 4,375 SF PER "IVY PROPER CRITICAL SLOPES WAIVER - SPECIAL EXCEPTION REQUEST," PREPARED BY TIMMONS GROUP, DATED JANUARY 5, 2021 AND LAST REVISED APRIL 26, 2021. 2. FINAL DESIGN OF THE RETAINING WALLS MUST BE SUBMITTED AND IS SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER AND THE BUILDING DIVISION PRIOR TO APPROVAL OF THE VSMP APPLICATION. UTILITY DEMANDS ESTIMATED WATER USAGE: 348 GALLONS PER DAY VEHICLE TRIP GENERATION LAND USE: GENERAL OFFICE ITE CODE: 710 6,500 SF ADT (WEEKDAY): 9.74 TRIPS PER 1000 SF -> 64 AVERAGE DAILY TRIPS 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 APPROVAL DATE IVY PROPER FINAL SITE PLAN INITIAL SITE PLAN SDP202000065 FINAL SITE PLAN SDP202100001 ALBEMARLE COUNTY, VIRGINIA WP0202100017 DECEMBER 30, 2020 g Li4 d wnum, o. d 3 PROJECT SITE sa e� VICINITY MAP SCALE 1" :1000' OWNER: IVY PROPER LLC 400 LOCUST AVE SUITE 3 CHARLOTTESVILLE, VA 22902 DEVELOPER: BUILDING MANAGEMENT CO. 400 LOCUST AVE, SUITE 3 CHARLOTTESVILLE, VA 22902 CONTACT: REID MURPHY PHONE: 434-977-6406 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CLINT SHIFFLETT, P.E. TELEPHONE: 434-327-1690 Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C4.0 LAYOUT PLAN C4.1 SIGHT DISTANCE PROFILE C4.2 MAINTENANCE OF TRAFFIC PLAN C4.3 MAINTENANCE OF TRAFFIC PLAN C5.0 GRADING PLAN 1-1.0 LANDSCAPE PLAN E1.0 PHOTOMETRIC PLAN E2.0 LIGHTING CUT SHEETS S-1 WALL AND SITE PLAN S-2 STRUCTURAL DETAILS TOTAL: 15 SHEETS SITE PLAN LEGEND EXISTING - PROPERTY LINE -. POST/BOLLARD SIGN CONCRETE WHEEL STOP ® SATELLITE DISH ® TRAFFIC CONTROL BOX p UNKNOWN MANHOLE STORM SEWER p STORM SEWER MANHOLE ® CATCH BASIN ® CATCH BASIN WITH DOME GRATE ® TRENCH DRAIN ---SAN— SANITARY SEWER ® SANITARY SEWER MANHOLE ---w--- WATERLINE ® WATER MANHOLE ® WATER VALVE WATER LINE MARKER FIRE HYDRANT MONITORING WELL GAS LINE GAS METER GAS VENT GAS MARKER - — - UGT COMMUNICATIONS/TELEPHONE LINE O TELEPHONE/COMMUNICATIONS MANHOLE ® TELEPHONE PEDESTAL ® COMMUNICATIONS VAULT ---ucr�— ELECTRIC LINE m ELECTRIC MANHOLE © ELECTRIC PULLBOX © ELECTRIC METER c1 UTILITY POLE DECIDUOUS TREE GUARDRAIL x — FENCE — —xxx— — MAJOR CONTOUR - - - -xxx- - - - MINOR CONTOUR 0 SOIL BORING SURVEY CONTROL MONUMENT SURVEY CONTROL POINT PROPOSED w WATER c GAS STORM SANS SANITARY UGT COMM DUCT BANK UGP ELECTRIC DUCT BANK [ CATCH BASIN STORM MANHOLE SANITARY MANHOLE ® DO SANITARY CLEAN OUT po-} FIRE HYDRANT FDC METER SETBACK - AT/FP STANDOFF ® WATER VALVE A GAS VALVE O BOLLARD STREET SIGN O GAS METER LIMITS OF DISTURBANCE GUARDRAIL X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR 0-0 SITE LIGHT PARKING SPACE COUNT GRADING TC = TOP OF CURB BC = BOTTOM OF CURB EP = EDGE OF PAVEMENT EC = EDGE OF CONCRETE TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT CLINT W. i' �2 SnFFLET > A Lic. N . t13811 41; 09-14-2021 Gk, -;�w, � �ir�0.1 Al �•�Gi`�so N z 0 f f Z O H H H a w w w ULA E w 000 p U U U O r r 000 W U U U �o v v1 ri N 11 w M kO pi F- o o o 000 N N N DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN z a J a LU F-- WH1 Q Z J � > zLL LU LLU0w -i U LL < Q LU 2: w a cc J a 0 1� ARCHITECTURAL REVIEW BOARD L JOB NO. 42932 SHEET NO. C0.0 LEGEND ROADS mSTORM PIPE & STRUCTURE NO. �CD DROP INLET & STRUCTURE NO. CURB 0 CURB & GUTTER BENCH MARK . _ . CLEARING LIMITS - - 200 - -- EXISTING CONTOUR - 200 - PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 10 PARKING COUNT SEWER S EXISTING SANITARY SEWER WATER EXISTING WATER LINE GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT 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 IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) �r A COUNTY OF ALBEMARLE Department of Community Development �I�NIP Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20, TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, AND ICC/ANSI Al17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 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 THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AND ACCESSIBLE BUILDING ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY. WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, 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. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. BLASTING NOTES �,t,pLTN f/F �C, CLINT W. S FFLET Lic. N 54380 CCU 09-14-2021 G •� .sSi��.t ��•. M E 0 � o N UI N C > E w ° E y < w w 3 U" o 3 ow- W L M d J J U W -u U W N R w v 30'x J LL Q v ti U N F U Q c o O1 N � M a� 00 J CC M O x c� 0 H w w_ x U a Z O W 0 O r t7 N 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES I Z 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 0 E H Z O H w w w E N w 000 0 }U }U }U O z z Z N »> w 000 H N H W Mt0M G 000 N N N 000 N N N DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A z Q J 0- W Q U) z J J " Q>w z}o LL O Z Z U < 1 w CE a U) W LLJ m I- Q O Z I --I JOB NO. 42932 SHEET NO. C1.0 L 4 00 t pLTN 6, 0. EXPANSION EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT TOP OF CURB R=2" j� FILLER, "ZIP STRIP" OR i �� NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF6x6W2.9xW2.9 SILICONE SEALANT 2 \ \ \ \ \\ \� ///\/ 6 C L I NT W. ZZ O • v S FF'LETY �• SS 'yLb�l��/i✓(� i "e Aq 9 0 T 10" 3,000 PSI AIR ENTRAINED PORTLAND j/�j/�j SURFACE \ \\\ \\� (/ Lie. M . 54311 ar? 09-14-2021� ZZZ�-1;zr CEMENT CONCRETE 18„ a /pRAL �� •,, 0 0 0 0 0 0 0 0 6" TYPE 21A STONE COVER \ \\\ \\\A.BASE 00000#0044tj M E / \�%///�\ \ COMPACTED SUBGRADE (CBR 11.2) O o VDOT A-3 CONCRETE N � N EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAHR-1975 OR EQUIVALENT) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS rSUBBASE) !� v E 3"CONCRETE COLLAR CONTINUE 21B STONE BASE FROM H w > 3 Q LL o 3 RUSHED STONE BEDDING ADJACENT PAVEMENT SECTION o U. — w Om HEAVY DUTY CONCRETE SECTION 6"D/CLEANOUT UNDER CURB, 6" MIN. DEPTH W L M Q< J U W z No Scale a� N z Z Z VDOT STANDARD CG-2 CURB o a NO Scale PLUGATEND OFLINE SIGN C x -i ) > N w E 0 00 STD. U POST X v N o z vvv CLEANOUT DETAIL GALVANIZED F v> z z Z 2" R �4" C n N (n w 000 » > No Scale a CONIC CURB AND GUTTER CLASS 3A, a (fc=3,000 PSI) CONCRETE o w SIGNAGE NOTES: \\ 6" 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH 6'-8" MIN. \ 8 \\ a ° THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY 13" ° ° M REVISION THERE TO: REFER TO VDOT STD STP-1 DETAIL \\ a : a a ° ° 7" O A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. FOR MOUNTING REQUIREMENTS ° a ° ° \ - - ° a . ° a 4 _ V. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC a a O CONTROL DEVICES. A 0� C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE r SPECIFICATIONS. T o o Ow N D. THE 2000 INTERNATIONAL FIRE CODE. 6 MIN. > Q 999 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE J- a O FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER IIIIII—III— IIIIIIIII —III - 6" 6" 2'-0" z N N N DATE CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN CONTINUE 21B STONE (n NOTE 1 ABOVE. COMPACTED BASE FROM ADJACENT > SIGN AND POST DETAIL SUBGRADE PAVEMENT SECTION 12-30-2020 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND UNDER CURB o} No Scale DRAWN BY INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND FESEMD RESORWVEMI) INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. A. FONTAINE SOLID WHITE LINE 2411 r(TYP.) PAM PARKING • • VDOT STANDARD CG-6 CURB & GUTTER DESIGNED BY C. SHIFFLETT No Scale CHECKED BY S T 0 P • 2" ASPHALTIC CONCRETE SURFACE ii}0 I 12 PmLTY PakTY COURSE - SM-9.5A • • C. SHIFFLETT Y� �-�� -�� • SCALE STD. (VARIES) R1-1 TOW AWAY ZOIE TOW AWAY ZOIE 8" TYPE 21-B AGGREGATE SUBBASE COURSE NSA STOP BAR DETAIL • NOTE: STOP SIGNS TO BE 30" WITH VAN\//\\//\\//\\//\\//\\//\\//\\//\\° HIGH INTENSITY SHEETING NO SCALE 6'-8" MIN. AOC LE 6'-8" MIN. • ABOVE ABOVE COMPACTED SUBGRADE FINISHED FINISHED (PER GEOTECHNICAL REPORT) GRADE GRADE SOLID WHITE LINE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS 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 LIGHT DUTY ASPHALT PAVEMENT SECTION 6' 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 No Scale ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, 2' 2' WHITE BACKGROUND. ASPHALSM-9.OACRETE SURFACE z (TYP.) COURSE PARKING SIGNS FOR THE DISABLED J 3" INTERMEDIATE BASE COURSE - BM25.OA 0 0 0 0- STRIPING AND SIGNAGE DETAIL No scale 8" TYPE 21-B AGGREGATE SUBBASE COURSE LLI No Scale CONCRETE BUMPER BLOCK CONCRETE BUMPER BLOCK Q U) ANCHOR IMBEDDED 24H 5/8" REBAR IN GROUND HANDICAP SIGN AS NOTED ON C4.0 & C4.1\\\ /�/�/�/�/�/X v 1 OVERLAP LOCATION (VAN) HANDICAP SIGN LOCATION (TYP.) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) J > Q w 6" TYPE 21-B AGGREGATE FABRIC 8" MIN. o BASE COURSE 2- 2' 2' DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS Z 0 Z COMPACTED SUBGRADE EDP FACE OF LL O Z \ CURB / N EAIVY DUTY ASPHALT PAVEMENT SECTION i VDOT #57 FILTER FABRIC WRAP 18' 18' PER ,PVDOTD a STONE 12" MIRAFI 140N OR EQUIV. 4 Lij 4" DIA. PERFORATED 4 SPEC. PAINTED w w �— PVC PIPE STRIPEco (TYPICAL) 8 5 8 8 8 -�1 NON -SLIP BROOM FINISH z Q O O z 4" DIAMETER STEEL DENOTES GRAVEL SECTION ON PLANS p p p TYPICAL VAN ACCESSIBLE ACCESSIBLE lcl� PIPE FILLED WITH CONCRETE. BOLLARD HANDICAP SPACES REGULAR SPACE GRAVEL SECTION TYPICAL PARKING SPACE DETAILS SHALL BE PAINTED MAX. CROSS WIDTH' 2% YELLOW No Scale No Scale PAVEMENT 1.5%2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 2' FROM IF\ EP �\ 7-1/2" 2'-0" DIAMETER 6' LENGTH 4" 3,000 PSI AIR -ENTRAINED CONIC. FOOTING CONCRETE 5 1 COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER a �.' Ep EXISTING AGGREGATE BASE \/REBAR / ' // // // // // // // // IMBEDDED 4ANCHOR H IN 8 GROUND; 5'\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\/�COMPACTED SUBGRADE 2 PER WHEEL STOP NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN 3.5' ACCORDANCE WITH VDOT STANDARDS. 4 MILL AND OVERLAY SEQUENCE: EXISTING ASPHALT. ROLL O EST EXISTNG BASE CO RSEVE ATH CT NNPLACE // \/ \//\\/\\ \ '//�//\\/ JOB No. u NEW ASPHALT SURFACE. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS 42932 BOLLARD DETAIL CURB TRANSITION DETAIL MILL AND OVERLAY PAVEMENT SECTION PRECAST CONCRETE WHEEL STOP CONCRETE SIDEWALK PAVEMENT SECTION SHEET NO. C1.1 No Scale No Scale No Scale No Scale No Scale 0 d 0 3 D 0 o o no 12Z nO o 2 c A .- a c m D 0 XB 3 Z z„ 0 � a �0. 2N o. m m 7 y N X C 0.0 A= �0 c � o 06 06 a c Nc 10 a 0 N 0 c m �o c p W a- wm m N L „SIP-Z 2016 ROAD & BRIDGE STANDARDS EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF i %2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. XVD❑T ASPHALT PAVEMENT WIDENING SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS MILL & OVERLAY DETAIL No Scale ROPER rpROMUMPSTER ENCLOSURE rALBEMARLEV A 3 2 DUMPSTER ENCLOSURE No Scale HINGE CONNECT TO BULKHE 2 CMP RADIUS FRONT VIEW 1. DASHED LINE INDICATES WELD. 2. ALL REINFORCEMENT SHALL MEET ABTA ARM, 3. ALL DIMENSIONS ME NOMINAL, UNLESS OTHERWISE NOTED. NOTE: SIX FOOT CMU WALL CLAD WITH HAR- DIE PANEL VERTICAL SIDING IN ARCTIC WHITE TO MATCH PANEL SIDING ON EXTERIOR OF THE BUILDING. NOTE: HORIZONTAL, COMPOSITE BOARD DOORS TO BE PAINTED NIGHTFALL TO MATCHNICHIHA VINTAGEWOOD BARK AND INSTALLED ON STEEL POST HINGES. ARB SXMISSION NOVEMBER 23, 2020 LADDER DETAIL HINGE CONNECTED TO BULKHEAD EXPANDED (TYP) P4 SIDE VIEW ACCESS AMER NOTES L THE ACCESS RISER DETAILSHALLBE CONSIDERED CONCEPTUALWIIN THE INTENTION ACCESS RISER DETAIL OF ILLUSTRATING HOW LOADS PLACED ON THE COVER OR SURROUNDING PAVEMENT CONCRETE WILL BE TRANSFERRED TO THE SUBGRADE AND NOT BE BROUGHT TO BEAR DIRECTLY FINISHED GRADE MANHOLE FRAME a FLATTOP ON THE RISER PIPE. COVER (BY OTHERS) 2. ALL RISERS SHALL BE FIELD CUTTO WE ELEVATION NEEDED TO ACCOMMODATE CONSTRUCTION OF THE RISER DETAIL 3. POURED-NKPU CONCRUEMLAMSMLLBEPWPERLYMRMEDMPROVIDEA SMALLGAPAROUNDTHE OUTSIDE DIAMETER OFTHE RISER, WGHTHE TOP LEVELOF THE COLLAR SETAPPROXIMATELY TWO INCHES ABOVE TH E TOP OF WE RISER PIPE. 4. FLATTOPS, MANHOLE OPENINGS, AND APPURTENANCES SHALL BE CONSTRUCTED AND/OR PROVIDED IN ACCORDANCE WITH THE STANDARD DETAILS AND SPECIFICATIONSOFTHESTATEORMO LROADAUTHORIWMRANH25/HSZS HIGHWAY TRUCK LOADING. S. STANDARD RISER DIAMETERS ARE BETWEEN 12 AND U INCHES, AND THEIR FITTINGS/STUBS ARE SUMECfTO REINFORCEMENT CONSIDERATIONS IN ACCORDANCE WITH ASIM A998. RELATED REQUIREMENTS ARE DEPENDENT ON THE BACKFILL MATERIAL MAINUNE DIAMETER ANDTHE BURIAL DEPTH AND MAY BE NEGATED BY OPTING FOR (AS SPECIFIED) CMP RISER A SMALLER DIAMETER RISER INTHG RANGE. 6. STUBS FOR FUSERS AND IN GENERAL ARE DETERMINED BY THE MANUFACTURER BASED ON FABRICATION STANDARDS AND/OR SHIPPING LIMITATIONS TABLE 1 TABLE 2 U TEMPORARY MINIMUM COVER FOR CONSTRUCTION EQUMMENI'NOTES TEMPORARY MINIMUM COVER FOR STANDARD CONNECTING Z CONSTRUCTION EQUIPMENT BAND THICKNESS } J L DURING CONSTRUCTION AND PRIOR TOTHE CONSTRUCTION OF PAVEMENT PIpeVa. Minimum CoverIo RrIrdlnttd Mlebe65 F ADDITONALTEMPORARY COVER MAYBE REQUIRED TO ACCOMMODATE lint ]BSOkIp5565 kips TS110kIp51LYf30kli xz Q LU on STRUCTON EQUIPMENT TRAFFIC OVER THE PIPE SYSTEM IN ACCORDANCE WITH ]i al io 25 3a 3-0 W N a = z IL O LY ABLE 1. 3. MINIMUM COWR IS OFTHE OFTHE 46R 3.0 3.0 3.5 0.0 Q O W li MEASURED FROM THETOP PIPE TOLLE TOP MNNTAINED CONSTRUCTION ROADWAY SURFACE. ALM 3.0 i3 .0 0.0 li LD a W K 3. TEMPORARYCOVER SHALL BE OULY[OMPACFEO AND MAINTAINEDATTNE PROPER L34144 3.5 4.0 4.5 45 Pipe Thickness Mnlmumbnd Thicness UP awl Us cost, NM a019• UIM cast. ]3ga up ll5P 113r, 0.1i@' 1W. a a star• 14 M am. aa79'• J W ELEVATION TO ENSURE NO LOSS OF REQUIRED COVER OVER TIME. CLEAN, Q H O F- OPEN -GRADED MANUFACNREDAGGREGATE MAY BE UNSUITABLE FOR THESE f- Z PURPOSES UNLESS PROPERLY LOCKENN PLACE OR CONFINED WRHA•INDER LU y W MATERIAL STANDARD LUG CONNECTOR ZW DETAIL s( STANDARD CONNECTING BAND NOTES L PIKENDS SHALLBE REROULEDTO FORM AN ANNULAR 2%'X W CORRUGATION WITH SUFFICIENTCORRUGATONS mACCOMMODATETHE MINIMUM WIDTH OF A B FULLY CORRUGATEDCONNECTNGBAND. 2. FULLY CORRUGATED CONNECTING BAND THICKNESS SHALL BE IN ACCORDANCE WITH TABLE 2, ANDSMLL HAVEA MINIMUM WIDTH OF 12 INCHES FOR PIPE DIAMETERS UP TO AND INCLUDING 96 INCHES, AND A MINIMUM WIDTH OF 241NCHESTHERFAFTER. 3. STANDARD WG CONNELTORSSHALL BE USED ON FULLY CORRUGATED CONNECTING BANDS & STANDARDSIEEVEGASKETS, WHEN REQUIRED, SHALL BE%'THICK NEOPRENE MEETING THE MATERIAL REQUIREMEMOFASTM D1056,AND SHALLCOMPLETELY UNDERUE THE CONNECTING MIND. CONNECTING BAND RMLL S. gLL101NT PERFORMANCE REQUIREMENTS IN ACCORDANCE WITH SECTIONS (WHEN SPECIFIED) OF ASTM A760. STANDARD SLEEVE GASKETS SHALL BE REQUIRED MR JOINTS SLEEVE GASKET DETAIL SPECIFIED TO MEET ANY LEVEL OF LEAK RESISTANT PERFORMANCE AS WELL AS SILT N U S m nGHTKRMRMMU.INUEUOFAGA ,AGEOn ILEWMPSMUSE f i OBM CONSIDERED SUFFICIENT TO MEET SILT TIGHTIOIM PERFORMANCE. GASKETS SHALL GASKET NOT Be REQUIRED FOR PERFORATED PIPE SYSTEMS AND JOINTS SPECIFIED TO MEET (WHEN SPECIFIED) o R SOILTIGHTREQUIREMENTS. 6. CONNECTING HANDS FOR 12 THROUGH ABiNCH DIAMETER PIPE SHALL BEA Y I �I 5 ONE-PIECE BAND. CONNECTING HANDS FOR SAITHROUGH 96-INCH DIAMETER PIPE SHgLL BEATV/0-PIECE BANG. CONNECTING HANDS FOR 303THROUGH IA•FIN[H CORRUGATED SMALL INHERENT OIAMETE0. PIPE3MLLBE ATHREE-PIECE HAND. MI PIPE �`- GAP CORRUGATED METAL PIPE 90F 10 L CONNECTING MIND MATERMLAND/OR COATING SHALL MATCH THE PIPE MATERIAL x U Z J to W J LL W LO °2�0 Q. W QUO w Go Z w L m N Z g FORAPPROVAJ_ONLY NGMTURE DATE n FITTING "A' DETAIL 41) REDUIREDDIV - Lane Enterprises Technical Bulletin Maintenance Requirements and Inspection Checklist for Underground Stormwater Management System I REINFORCING MEMBER REINFORCING (3'x3'xj e �' BULKHEAD & WEIR a REINFORCEMENT DETAIL 10 OF 10 -(1)REQUIRED- Regular inspection and maintenance is critical to the effective operation of underground detention as designed. It is the responsibility of the property owner to maintain all Wormwater BMPs in accordance with the minimum design standards. The municipality has the authority to impose additional maintenance requirements where deemed necessary. This page provides guidance on maintenance activities that are typically required for underground detention, along with a suggested frequency for each activity. Individual Underground detention locations may have more, or less, frequent maintenance needs, depending upon a variety of factors including the occurrence of large storm events, overly wet or dry (i.e., drought) regional hydrologic Conditions, and any changes or redevelopment in the upstream land use. Each property owner shall perform the activities identified below at the frequency needed to maintain the pond in proper operating condition at all times. Inspection Activities Suglisostod Schedule • After several storm events or an extreme storm evens inspect for: signs ofclogging ofthe inlet or outlet structures and sediment accumulation. As Needed • Inspect for: trash and debris; clogging ofthe outlet structures and any pilot channels; excessive erosion; sediment accumulation in the basin and inlet/outlet stracMes; tree growth on dam or embanIment; the presence ofburrowing animals; standing water where there should be Semi- Ua➢y now; vigor and density of the gross had on the basin side slopes and Door; difTP.snHnl Settlement; cracking; leakage; and slope Dability, • Inspect that the outlet structures, pipes, and downstream and pilot channels are free ofdebris and are operational. • Now signs ofpollution, such As oil sheens, discolored water, or unpleasant odors. Annually • Check for sediment accumulation in the facility. �Y • prop Pere gates, Check for proper operation of control valves or other mechanical devices. Maims m Activities S sted Schedule • Perform structural repairs to inlet and outlets Monthly or as nceded Clean and remove debris from inlet and outlet StrnCllnes. • Repah damage to inlet and outlet structures, Control gates, valves, or other mechanical devices; repair underaut or Eroded areas. AH Needed • Monitor sediment ac t&tiom, and remove sediment when pond volume has become reduced significantly. AB Needed 1 �1N-------I PLATE BULKHEAD d' FLAT PLATE) (3) CL UDE 2'-0' PACING -54' DIAMETER SECTION A -A ELEVATION VIEW ARE MP.) ELEVATION VIEW BAND AND GASKET DETAIL BACI RISER DETAIL STANDARD HARDWARE (TVP.) 0 f('NEOPRENE GASKET (12'WIDE) I QQ 12'WIDE&COD SECTION VIEW IVY PROPER ALBEMARLE COUNTY, VA LANE CARP STORMWATER MANAGEMENT SYSTEM NOTES: U > 1. THE LANE CMP STORM WATER MANAGEMENT SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH } J U/) INDUSTRY STANDARD INSTALLATION PRACTICES ADAPTEDTO THE SPEOAL INSTALLATION PROCEDURES W Z Go Q LU CONTAINED HEREIN. a O z W 2. CONSTRUCTION EQUIPMENT SHALL NOTTRAVERSE OR OTHERWISE BE LOCATED ATOP THE PIPE SYSTEM Of W 20 CL a• OR ITSCOMPONENTS UNTIL SUFFICIENT COVER IS PROPERLY PLACED AND COMPACTED. CONSTRUCTION CJ2g W LOADING RESTRICTIONS ARE CONTAINED HEREIN. THE INSTALLER SHALL CONTACT THE MANUFACTURER QUO Z TO ADDRESS ANY UNCERTAINTIES IN THIS REGARD. Wm Go UU 3. THE FOUNDATION AND/OR BEDDING STONE MUSTBE PROPERLY LEVELED TO THE ELEVATIONSHOWN ON W THE PROJECT PLANS PRIOR TO THE PLACEMENT OF ANY PIPE OR FITTINGS. -D 4. SPACINGS SHOWN BETWEEN PIPE RUNS ARE STANDARD AND WILL ENSURE SUFFICIENT SPACE FOR MATERIAL PLACEMENT AND COMPACTION. CONSIDERATIONS FOR SPACING REDUCTIONS WILL NOT BE MADE UNLESS THE INSTALLER FORMALLY ACKNOWLEDGES THAT THE DESIRED REDUCTION WILL NOT COMPROMISE THE ABILITYTO PROPERLY PLACE AND COMPACT SACKFUL IN AFFECTED AREAS. S. BACKFILLAND BEDDING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT PLANS AND CONSISTENT WITH THE NOTES CONTAINED HEREIN. 6. THE PLACEMENT OF A GEOMEMBRANE OVER THE ENTIRE SYSTEM IS CONSIDERED A BEST MANAGEMENT PRACTICE WHEN THE SYSTEM IS LOCATED BENEATH PAVEMENT IN THE MORE NORTHERN REGIONS WHERE SEVERE WINTERS INCLUDE HEAVIER USES OF DEIONG SALTS. tri O IN S m 7. DETENTION SYSTEMS ARE SUBJECT TO GREATER LEAKAGE THAN TYPICAL SINGLE RUN STORM SEWER f APPLICATIONS AND THEREFORE ARE NOT APPROPRIATE FOR APPLICATIONS RE UIRING LONG-TERM Q Z d, ` CONTAINMENTOR HYDROSTATIC PRESSURE. LEAKAGE PERFORMANCE REQUIREMENTS ARE MORE APPROPRIATELY ADDRESSED USING PERFORATED PIPE BACKFILLED WITH AN OPEN -GRADED STONE m sS 3 ENVELOPE IN AN IMPERVIOUS LINER (DESIGNED BYOTHERS). 8. CONTACT YOUR LOCAL LANE SALES REPRESENTATIVE FOR ANY MODIFICATIONS NEEDED TO THE SYSTEM 50FIO DESIGN. 60FIO 7 OF 10 11'-0" B D 1 I- L CONCRETE STRUCTURE PROVIDED BY AND 2 PLACED BY OTHERS 4 2 n 36" RISER WITH LADDER (TYP. 3) 15" STUB (TYP. 2) ifMp11FICE ,yN FITTINGA E 9 WEIR 4'-a' r-q• R) N PLATE N Y IXiIFICE 4 QI FRT WEIR PLATE DETAIL PLAN VIEW BULKHEAD BILL OF MATERIALS MARK DESCRIPTION E TRASH RACK FOR WEIR PLATE B 54' DOUBLE ELBOW C 54' ELBOW TEE D 54' PIPE (23'-0' LENGTH) WITH 36• RISER WITH LADDER E M' PIPE (21'-D' LENGTH) WITH BULKHEAD, 2 EA 1S' STUBS, 2EA 36' RISERS WITH LADDERS a A WEIR PLATE 1 54- PIPE (2T.O' LENGTH) 2 54- PIPE (21'-0' LENGTH) 54' CONNECTION BAND (RIGIDIPVMT.) HAN. (FLEX PVMT) FILTERFABRIC (WHEN SPECIFIED) DATE: NO. REQUIRED 1. ALL W PIPE 18 SOLID, ALUMINIZED72, 14 GA, 2f XI' CORRUGATION. 2. ALL SKY 815' PIPE IS SOLID. 9LUMINIZEDTP2. 16 GA.. 2t'X } CORRUGATION. 3. DASHED LINE INDICATES WELD. 4. ALL REINFORCEMENT SMLL MEETASTM A99B. S. REFER TO PAGES 4-90F 10 FOR INSTALLATION NOTES. 1 1 1 1 1 2 RFIAPPROYALONLY 91DMNNE'. DAre: 9 LINER OVER TOP OF PIPE I X SUITABLE S ' FOUNDATION C TYPICAL CROSS SECTION 1. ALLCORRUGATED METAL PIPE (CMP) SHALL BETHE DIAMETER, CORRUGATION SIMAPIDGAUGE SPECIFIED ONTHE PLANS CORRUWTEDSTEELPIPE WITH A MU4UCCMTNGSH LMNWRMTOA MMMMO/ORASFMA7W.CORRUGATEDSTEELMPEWNHAMLWERCOATINGSHALLC MRMTOAA m M245ANDIORASTM A762. CORRUGATED ALUMINUM ALLOY PIPE SHALL CONFORMTOAASHM M196AW/0RASTM 8745. ALL RISERSANDSNBSARE Q Z IBGAUGEWIIH A 2WXW CORRUGATION UNLLSSOTHERWISE NOTED. FITTINGSSMLL MEETTHE MINIMUM DESIGN REQUIREMENTS OFASTM A998 FORTHE > BURIAL DEPTH SHOWN ON THE PLANS. J 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR MEW TO RESEARCH AND IMPLEMENT APPLICABLE SAFETY, HAZARD, AND HEALTH KZ U W REGUTATONS; AND OBTAIN WE NECESSM(APPROVALS, CONSENTS OR PERMITS FROM APPLICABLE AGENCIES, PRIVATE LANDOWNERS, OR PUBLIC ROAD W 7 CO LL To AUTHORITIES. Oa,UOUJ 0.3. THE CONTRACTOR SHALL MAMISEDTHATWMUGATED METAL PIPE IS FLEXIBLE ANDTHEREFORE DERNFSSTRUMMVABIUW FROM THE nNENGTHAND a J Q w RELATIVE STIFFNESS OF THE SURROUNDING BACKFILL MATERIAL. THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES THE ABILITY OF THE FLEXIBLE PIPE QF KLU TO WITHSTAND ANTICIPATED LOADS. RZ 4. PIPE BEDDING AND EMBEDMENT SHALL BE SELERGRANUUR MATERIALS MEETING THE REQUIREMENTSOFAASHM M145 FOR A-L A2 AND A-3 LU GoLLI CLASSIFICATIONS.WELL-GRADED EMBEDMENT MATERIALS SHALL BE FREE OF ORGANICS, ROCK FRAGMENTS LARGER THAN THREE INCHES, AND FROZEN LUMPS, m W APPLICATIONS THAT INVOLVE PERFORATED PIPE FOR RETENTION PURPOSES SHALL BE BEDDED AND BACKFILED WTIH A CLEAN, OPEN -GRADED, ANGULAR STONE J 10 WDN A SIZE DISTRIBUTION BETWEEN 0.75 AND 2INCHES. OPENGRADED EMBEDMENT MATERIALS REWIRE WE USE OF A FILTER FABRIC TO ELIMINATE THE Q POTENTIALOFSOL MIGRATION FROM ADIACENTSOILS, S. ALL CMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPEOFICATIONS, WE MANUFACTURER'S RECOMMENDATIONS, ASTM Am FOR CORRUGATED STEEL PIPE OR ASTM 87M FOR CORRUGATED ALUMINUM ALLOY NPE, AND/OR SECTION 26 OF THE AAWTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS IN GENERAL, BEDDING SHALL BE MINIMUM OF 4INCHES IN DEPTH AND LEFT LOOSELY PLACED UNDER AND ROUGHLY SHAPED TO WE MIDDLE -THIRD OF WE PIPE SPAN, AND WE EMBEDMENT WALL BE INSTALLED IN LOOSE UM NOT EXCEEDING 81NCHES AND COMPACTED TO A MINIMUM 9096 AAMTOT99 STANDARD PROCTOR DENS". EMBEDMENTSHALL BE RAISED EVENLY, AS DESCRIBED BELOW, WITH A MAXIMUM SIDE -TO -SIDE DIFFEREWIALOF 24 INCHES OR ONE-THIRD OF WE PIPE DIAMETER, WHICHEVER IS LESS SELECT EMBEDMENT MATERIALS SHALL EXTEND ABOVE THE PIPE MINIMUM DISTANCE OF ONE41GWH THE DIAMETER OR U INCHES, WHICHEVER IS GREATER. 6. PUBLISHED INSTALLATION STANDARDS REFERENCED ABOVE SHALL BE SUPPLEMENTED WITH WE FOLLOWING INSTRUCTIONS TO ACCOUNT MR WE PRESENCE OF MANIFOLDS AND PARALLEL PIPE RUNS: THE SACKFUL OPEMTON SHALL COMMENCE AND PROGRESS EVENLY ON BOTH SIDES OF WE MANIFOLD AND ALONGSIDE WE PIPE RUNS SIMULTANEOUSLY. IN THIS MANNER, THE OVERALL BACKRUL OPERATOR SHALL PROGRESS IN THE DIRECTION OF WE PIPE RUM AND TOWARDS THE OPPOSITE MANIFOLD, WHERE WEIS MAIN TAKEN M ENSURE WE BACKFIWNG G DONE EVENLY. PERIMETER BACKRLL MUST BE BROUGHT UP EVENLYAS WELL, AND EXTENDED HORIZ0WALLYTOSTANEANO/OR UNDISTURBEDTRENCH WAILS. SPECIAL CARE SHALL BETAKEN M ENSURETHE HAUNCH sy REGIONS OF WE PIPE ARE COMPLETELY FILLED AND PROPERLY COMPACRD. FILLING THE INSIDE MUNCH REGIONS OF WE MANIFOLD BETWEEN STUBS IS MORE Ul L% N m CHALLENGING AND WILL REQUIRE ADDITIONAL WE. 1- oNYy Z �fm J. NO EQUIPMENTSHALLBE OPERATED DNTHE SYSTEM UNTILAMINIMUM OF 12 INCHES OFCOVER HAS BEEN ESTABLISHED, AT WHICNTIMEONLYWALx-BEHIND p43 COMPACTION EgUIPMENTAN0SMALL SPREADING EQUIPMENT MAY BE USED. EXCAVATORS MUST BE LOCATED OFF WE BED, AND DUMP TRUCKS SMLLNM 3 DUMP MINE DIRECTLY ON TO WE BED. rg SSS S. PROVIDE MINIMUM 30 MIL IMPERMEABLE UNER DRAPED OVER TOP HALF OF PIPE( LATERALS AND MANIFOLDS) TO PREVENT ANY PARKING LOT SEEPAGE FROM ENTERING THE TOP HALF OF WE PIPE, BUT ALLOWING DRAINAGE BETWEEN PIPES. UNER REQUIRES MINIMUM 2" BAIRRUL CUSHION AROUND PIPE. 80FIO BEDDING s• nuaRnm OR) BNNderd B, 1, B(N o(a) xto (10 1. 1.0 an 2.0 1.00 3V 115 3.75 20 1n0 3M 1S 4.5 20 IRO 42" 41 64" 1.75 2.0 2.25 5.25 6.0 6.75 2.0 2.0 2.0 1a0 1.ID 110 60. 66' 25 2.75 7.5 B25 2.0 1 2.0 1.00 1.00 72 3.0 9.0 2.0 1.00 18 3.0 9.5 2.0 1.00 .'1 3.0 10.0 20 1.00 PD Is 10 a0 10.5 11.0 20 20 Too LAID 102 3.0 11.5 2.0 125 108 3.0 12.0 2.0 125 1I4" 3.0 12.5 2.0 12S IS. SD 13.0 20 125 126" 10 13.5 20 IM 132' 3.0 14.0 2.0 IM 1W 3.0 14.5 2.0 1,50 1M SO 15.0 2.0 ISO % J r U w 5LL Z N Q W KO0(W U,2D }a} > Of 0 w Go m Q f/1 Z 1 OF 10 > r V a 0 z a 2U2� a ULJ D2 QUO LU y W m � II m 20FIO r J r U a0zLL R( CLUUH Qp0 Uj Go z 01 F Z 3 OF 10 40FIO ,646*0440000 IF�,t,pLTN �)F C, CLINT W. S FI'LET Lic. N $4380 �tt4�,C. 09-14-2021 �y; Ai .ssirn► Al 01�• M E O � O N UI CZ Q O > E W N E <LU PVH w 3 LL o 3 p LL - w0 Of Lu L M d J U o W J -� CID 0. > N FA NR (7 W �M 30'x J LL 0 a ix 6 C F U Q C N 0OR N N M CU. V O7 -D o w �H Ui Of 0 2 (7 I- .it 2 U Q z 0 U) LY 0 L� Z O H ♦n ♦ ) W W W x E U 2: x w 000 0 U U U 0Z .. 000 w UUU fY DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C SHIFFLETT SCALE N/A J UJI Q U) z J J (D Q > LLJ z}o LL_ O Z Z U < i LLJ a W m I- ^W I..L Q O O z H� JOB NO. 42932 SHEET NO. C1.2 c 0 3 c 05 oa 2 12 CO mO a� '6 C 2 m w E O a In n In a o 0 O 0 C a m (7 3y z„ 0 B 2 a P �5 eN C1 m c 7 y In RI X m X 0.0 m T'j m o M 0 E `o a 0 N o a c �a ma O M 0 In In C c m ID C M O c p W n o roe ww d N E L 0 0 D 0 0 0 0 0 0 O 0 O 0 0 0 0 O 0 ° 0 O 0 0 ° o o APPROXIMATE LOCATION ° 0 OF EXISTING WELL TO BE ° 0 o ABANDONED 0 0 O 0 0 0 o . ° ° o 0 0 � ° o CONC. BLOCK 21 ABUTMENT — -13-2"BRIDGE HEIGHT SIGN ADOPTA H YSIGN X 521.5' AP OXIMATE EXISTING THE E (DECIDUOUS) 0 O 0 O 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 ° O O o O 0 O D 0 0 O 24"HDPE o INV=53713 A I\ II II II ' II II II 24"HDPE 8 0 o I I -- 5,3.5z ------__ TMP58A2-14 LL LENVI13� X 522.6' - C, C D.B. 3801, D.B.4701 PG.01 - - - - _ _ D.B. 469, PG. 009/// 531 539- ---- _--- o 0 0 0 EXTENTS OF 0 0 ° ° 500-YEAR 0 ° ° & FLOO!OPLAIN o 0 ° ° ° °0 AILRB�CH X 536.20p° CoRM 4 X539.3' GNA T17' '- 0 0 O0o o 80' ID ' OI1" g4'1yp E // C=177.99, / o oo 0 0 o�p O O O O° 0 0 0 o,c-oho 0 0/ /T5� _ /29.04, _ — — CRITICAL / SLOPES, TYP. -�� / / ----------- - - - - -- 7/ / — — — — — — — — — — — — — — � -- -_-- --------- - - - - -- 1 � \ 71 OVERHEAD POWER LINE TO BE �/� - fRELOCATED. COORDINATE NEW LOCATION WITH DOMINIO j_ � . REMOVE / / ` / X1111111, � / % �� - CLEAR ��/ TMP 58A2-21 SR&DR LLC D.B. 1597, PG. 226 D.B. 231, PG.585 D.B. 130, PG.109 ZONING: C1 COMMERCIAL PRESENT USE: SERVICE REPAIR GARAGE 521— REMOVE &GRUB / T , O _ j// 523 5 .3' RELOCATEUTILITY //// �T// �, 5 .4' POLE & TELECOM lF PEDESTAL TMP58A2-20 s 5// / /^ LENVIC, LLC D.B. 3801, PG. 750 , / i / � SAWCUT D.B.470, PG.01/�_i /��/ R=1179.40' REMOVE / D.B. 469, PG. 009 ,��! / 0.76 ACRES � / / E, oy( / T=10.45' GRAVEL / j/xdlsd' / j�A F C / \ 5504048"W BENCHMARK =20.89, TOP OF SPIKE sr i TMP 5 GUYS WITHOUT FRIES TOO LLC D.B. 4992, PG. 686 CONSTRUCTION D.B. 821, PG.218 & LANDSCAPE D.B. 268, PG.151 EASEMENT ZONING.' C1 COMMERCIAL / y 2 USE: OFFICE BLDG. R=1179.40' =195.83' X 518.6' d -9°304 ` CB=N60 °5679"W C=195.61' \ s�8 SIN ) CONTINUOUS \ clF�th�j l o ° o ASPHALT �pG FIiNF / SD INLETIW GRATE O ° ENTRANCE ill TOP=515.15 ° yFllo� \SAWCUT X516.5' II INV. 1N=513.45'4"PVC o 0 0 <iyF X 517.6' "CONNECTION UNKNOWN o ° APPROX. EDGE OF jll v INV. OUT=511.60'24"CMP o ° o PAVEMENT I 516- - 0 0 o o o o o 0 O 0 O O ° O ° ° 0 o q/q EXTENTS OF ° 0 . 0 ° / / ry 100-YEAR FLOODPLAIN O o p \ ° D O ° / 00 O° o O/ Z 0 O , ° O 0 O ° �9 /, I I It/ — — , ° o° 0 0 0 0 0 o h^ n III 515 0° o O° 24" CMP W/BROKEN °000 0 °000 HEADWALL INV. 5I1.07 NOTE: CRITICAL SLOPE LOCATIONS ARE BASED ON COUNTY GIS AND FIELD RUN SURVEY LEGEND: CLEAR AND GRUB ® REMOVE ASPHALT REMOVE GRAVEL -- SAW CUT M 00 SCALE 1"=20' 0 20' 40' ,,,,,Cp -T H pF P', % p' CLINT W. 2Z u/7 S aFFLET s • A Lic. N 54380 k� sO09-14-2021 ��y;: 04`s10;1 Al. M E O O U N � N C > E v E w 3 � w v Q LL 3 WLL o ^i N 0 W L M d-jVOD Z "'om O to to to � o_ H F H (A a Z Z Z C7 W v W W W 3ox � U) oa?a o 000 U U U 'j. i ry v Z 0. � »> rn YN > 000 UVU N M Lu d � 00 H- a O ce 0 .�-I N ti W M 'D On Q 999 N N ON DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1" = 20' z Q O �LLJ QO w Q > 0 z } aS I—� z `L ° z W O < F� w LLJ m I� J Q O a LL O �`' U 1-4 z H� W i—A X W JOB NO. 42932 L SHEET NO. Cz. 0 EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CONSTRUCTION OF A NEW COMMERCIAL BUILDING AND PARKING LOT WITH ASSOCIATED UTILITIES & LANDSCAPING. LIMITS OF CLEARING AND GRADING ARE 0.96 ACRES. ADJACENT PROPERTY THE PROPERTY IS BOUNDED BY IVY ROAD (STATE ROUTE 250) ON THE SOUTHWEST, C&O RAILROAD BUCKINGHAM BRANCH ON THE NORTH, AND AN EXISTING COMMERCIAL LOT TO THE EAST. EXISTING SITE CONDITIONS THE EXISTING SITE IS MOSTLY WOODED, WITH A GRAVEL TURNAROUND ADJACENT TO IVY ROAD AND A PORTION OF A PARKING LOT SERVING THE ADJACENT PARCEL ALONG THE EAST SIDE. OFF -SITE AREAS NO OFFSITE AREAS WILL BE DISTURBED. ANY OFF -SITE LAND -DISTURBING ACTIVITY ASSOCIATED WITH THE PROJECT SHALL HAVE AN APPROVED ESC PLAN. CRITICAL EROSION AREAS EARLY ESTABLISHMENT AND PROPER MAINTENANCE OF PERIMETER CONTROLS WILL PROVIDE SEDIMENTATION CONTROL. ALL SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH BLANKET MATTING. 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. SILT FENCE BARRIER - 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. 3. 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. 4. DIVERSION DIKE - 3.09, 3.11 & 3.12 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 6. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. 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. MULCHING - 3.35 APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE, TO PREVENT EROSION BY PROTECTING THE SOIL SURFACE AND TO FOSTER THE GROWTH OF VEGETATION. 5. 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 (SEE SHEET C3.2) 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 CONSTRUCTION ENTRANCE, SUPER SILT FENCE AND OTHER PERIMETER MEASURES. MAINTAIN EXISTING PAVED ACCESS FOR PARCEL TMP 58A2-20A DURING CONSTRUCTION. 3. INSTALL CLEAN WATER DIVERSIONS. 4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 5. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEETS C3.3) 1. INSTALL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & 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. REMOVE CONSTRUCTION ENTRANCE PRIOR TO INSTALLATION OF PROPOSED DRIVEWAY. MAINTAIN PAVED ACCESS FOR PARCEL TMP 58A2-20A DURING CONSTRUCTION. 5. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. MINIMUM STANDARDS: 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 30 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 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 SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. 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. 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. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF 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 SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. GENERAL EROSION AND SEDIMENT CONTROL NOTES: 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 N �joo44 �,�' 'Z CLINT W. 2Z u/2 S FFLET s A Lic. N 543110 k� sO09-14-2021 �A7% 04`s10;1 Al. I.N.�� M ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS g (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY nN EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT E CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. a E w ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND N a a w 3 SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) o LL o w O m ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING a J N zz LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. oo N F (A n. zzz DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. M 0 LuES-8: z F BwW v E 3 0 L x N ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. o R ? LL wQ 000 MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL U) x v ry z DEVICES IMMEDIATELY. _ Q' o z z z ~ ry W O O D N SOILS INFORMATION: a °C W J o w INFORMATION FROM NRCS & USDA SOIL SURVEY. AREAS DELINEATED ON C3.2 & C3.3. O 16 - CODORUS SILT LOAM, 0 TO 2 PERCENT SLOPES, OCCASIONALLY FLOODED. MORE THAN 80 INCHES TO RESTRICTIVE FEATURE, SOMEWHAT POORLY DRAINED, HYDROLOGIC SOIL GROUP B/D. 41C - YADKIN LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURE, WELL DRAINED, HYDROLOGIC SOIL GROUP B. 42C3 - YADKIN CLAY LOAM, 7 TO 15 PERCENT SLOPES, SEVERELY ERODED. MORE THAN 80 INCHES TO RESTRICTIVE FEATURE, WELL DRAINED, HYDROLOGIC SOIL GROUP B. do PIPE OUTLET CONDITIONS A A La j 0 %- SECTION A -A FILTER CLOTH SECTION A -A FILTER CLOTH IPE OUTLET TO FLAT REA WITH NO EFINED CHANNEL KEY IN 6%9"; RECOMMENDED FOR ENTIRE PERIMETER I 3do(MIN.) IPE OUTLET TO YELL DEFINED HANNEL i KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. CL O ce E f H DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. W J r-i Q z o Q 06 LU W Q O ~z ^ Z V , (� J �> O z}� z Z LL O O u U w oC < z Q ui w Lu m J 0 Lu � 0 'H^ V / O Lu JOB NO. 42932 L •• OUTLET PROTECTION No Scale SHEET NO. C3.0 ERE SLOPES EXCEED ,ANCHANNEL SHALL BE STABILIZED WITH ib%!CN 10 p12%CHNEL ' BERMUDAGRASS, IN ACCORDANCE WITH • �� DEQ EROSION & SEDIMENT CONTROL Ott.\�Is SPECIFICATIONS 3.17 AND 3.32. 79 MIN. 5:1 EXISTING ! CC C L 1 N T W. COMPACTED SOIL CWD TO HAVE VDOT STANDARD EC-2 A 3' PAVEMENT FFLET >� • TYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL STABILIZATION ( MATTING ON UPHILL 18" MIN. I I I I I I I SIDE - - FILTER 6" M MOUNTABLE BERM CLOTH A (OPTIONAL) • L..s =A Lic. N SISse 4• '%O SHALLOW BLANKET) SLOPE tt tt tt FLOW SIDE ELEVATION • 09-14-2021 �� Z� RIGHT-OF-WAY DIVERSIONS ON SHALLOW SLOPES, STRIPS NETTING 11�1� IIII EXISTING GROUND I& Its ��10 N��,� 4 PROTECTIVE COVERINGS MAY BE APPLIED III �IIII 70' MIN. ACROSS THE SLOPE. r WASHRACK 10' MIN. B WHERE THERE IS A BERM AT THE 4.5' MIN. OPTIONAL Mo E VDOT //21A 19" STONE MIN• TOP OF THE SLOPE, BRING THE I_II_BERM MATERIAL OVER THE BERM AND - d 19-1 ,- -n- -n- DD CWD 3.09-1 O 12' MIN.* M N. EXISTING PAVEMENT I N c STEEP Mii ANCHOR IT BEHIND THE BERM.-,,,�,�, SLOPE .-- ' COARSE AGGREGATEB POSITIVE 110' MIN. OEXTEND > E °i E ON STEEP SLOPES, APPLY PROTECTIVE TEMPORARY DIVERSION DIKE DRAINAGE TO L w � w N 3 COVERING PARALLEL TO THE DIRECTION *MUSTEND FULL WIDTHOF SEDIMENT INGRESS AND EGRESS OPERATION U W ; Q um 3 No Scale OF FLOW AND ANCHOR SECURELY. TRAPPING DEVICE PLAN VIEW p LL w O 6' BRING MATERIAL DOWN TO TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALSUM m cl� Lu L M a J v Imo z 0 A LEVEL AREA BEFORE 4 "QUICK REFERENCE FOR ALL REGIONS" 12' MIN. o o+ a z z z TYPICAL GRAVEL STRUCTURE TERMINATING THE 3" MIN. 0 w w w w INSTALLATION. TURN THE FLOW END UNDER 4" AND STAPLE PLANTING DATES SPECIES RATE (LBS./ACRE) ;,ILrI1F 3" MIN. f � x O U) N DITCH FILTER CLOTH a ,� w 000 AT 12" INTERVALS. SEPT. 1 -FEB. 15 50/50 MIX OF SECTION A -A 0 < v 0 t IN DITCHES, APPLY PROTECTIVE COVERING ANNUAL RYEGRASS = v W � a p PARALLEL TO THE DIRECTION OF FLOW. (LOLIUM MULTI-FLORUM) 6-1 ~ ui m O O O USE CHECK SLOTS AS REQUIRED. AVOID & 50-100 N ry w JOINING MATERIAL IN THE CENTER OF THE CEREAL (WINTER) RYE 14 DITCH IF AT ALL POSSIBLE. (SECALE CEREALE) WDRAIN co � H- FEB. 16 -APR. 30 ANNUAL RYEGRASS 6O-1OD REINFORCED CONCRETE (LOLIUM MULTI-FLORUM) SECTION B-B RWD 3.11-1 BM 3.36-1 O PS MAY 1 - AUG. 31 GERMAN MILLET 50 3.31 O (SETARIA ITALICA) O CE 3.02 O O U, (D TEMPORARY RIGHT-OF-WAY DIVERSION SOIL STABILIZATION BLANKET (TREATMENT-1) TEMPORARY SEEDING PLANT MATERIALS STONE CONSTRUCTION ENTRANCE 0 H No Scale No Scale No Scale No Scale TYPICAL VESCH TREATMENT - 1 SOIL STABILIZATION BLANKET) ) w F In o00 t0 0 INSTALLATION CRITERIA I TABLE 3.32-D a N N N NOTES SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO 0 N N N pg7E ANCHOR TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. - ^` SLOT APPROXIMATELY 200 STAPLES REQUIRED TOTAL LBS. PER ACRE POSTS. �a j PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. 6' O 12-30-2020 } 7D VIN. �CHECK SLOTS TO BE BURIED 6" TO 12". KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% I ' j j 1 ( / DRAWN BY 3 - _:: ASPHALT TOP / 12" MAX. 4:1 OR FLATTER JUNCTION 6" MAX. STEEPER THAN 4:1_ KENTUCKY BLUEGRASS 0-5% 1 � III � I ' III: �D A. FONTAINE XISIN G CO— (,iPAVEMENT 27 2i CNT — '„-. JOINTS SLOT TO BE SNUGEDGE AND NY ABUTTED I �I I I I I I CHECK SLOT LESS) GENERAN SUCOKY ^ III IIIIIIIII FLOW I- • DESIGNED BY O TERMINAL FOLD MESH WILL HAVE 31 FEOSCUE 128 LBS. 4 '• • C. SNIFFLE,, (JUTE RED TOP GRASS 2 LBS. _ 5" !vl N. t ::;GR.EGAI _ BASS LAP JOINT 2" MIN. (JUTE STAPLED LAP JOINT IN I LIEU OF EDGE JOINT) I I I SEASONAL NURSE CROP " 20 LBS. • CHECKED BY PROFILE MESH ONLY) TAMP FIRMLY 150 LBS. LOW SLOPE (STEEPER THAN 3:1) • C. SHIFFLETT ANCHOR SLOT F MAX. 4:1 OR FLATTER 3'' MAX. STEEPER THAN 4:1 I -MAINTENANCE SEE SLOPE STABILIZATION SEED MIX 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE • • I I I THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. SCALE 70' M N. STONE N " I O THE TRENCH. • N.A. CONSTRUCTION ASPHALT PAVED ACCESS - Flo WASHRACK I I I I I I I CHECK SLOT I I I I I • _ > EXISTING 1" TO 2" * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES 1 • �� 2% * 2% f PAVFVFNT —� 27 2' M.N. 1 TAMP z FIRMLY CHECK SLOT I I I AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET _ =111� FLOW —III-'' J11=" rtVAR. �r�VAR. �t 2, v 0 AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE POSIT VF ORAINAC •MUS EXTEND FULL WIDTH TO SEDIVENT OF INGRESS AND EGRESS DEVICE 0L7 a STAPLE FORMED FROM N0.11 STEEL WIRE. CHECK SLOTS AT MIN. 50'C-C INTERVALS; NOT REQ.'D WITH S'STAPLEMIN.LENGTHFOR$ANDYSOIL ALL COMBINATION BLANKETS �� SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF �/� OPERATION TRAPPING PLAN 6"STAPLE MIN. LENGTH FOR OTHER SOIL. JUNCTION SLOT TAMP FIRMLY FARMVILLE, VA MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL ( OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. V / J I —I TERMINAL FOLD OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED Q 12' TAMP FIRMLY �� MUST BE PROPERLY INOCULATED. WEEPING LLVEGRASS MAY BE FILTER FABRIC 19' VIN. — ` I~4 —� N 2, ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER Z„ _ _ 11I WIRE-11' Z Lu POSH VE DRAINAGL 1TO SEDIMENT 0 � ~ SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. 0 IR.A=PING DEVICE %T-`--q2 = — —=I- O in BM 3.36-2 TS 3 32 —IIII—I—' SSF 3.05-1 /��//�--- W (n FILTER CLOTH SECTION A —A LU w SOIL STABILIZATION BLANKET TREATMENT-1 PERMANENT SEEDING MIX FOR PIEDMONT AREA SILT FENCE (WITH WIRE SUPPORT) No Scale No Scale No Scale � A nniwminn water tap of 1 inch must be installed with a nninimlm 1 inch ballcock Q IIt z 2!shutoff N'a1N'e supp4iing a wash hose with a diameter of I.; inches for adequate ,"^I v / — (Dr constant pesmu sure. wash water st be earned away from the enhance to an ERNST CONSERVATION SEEDS J O approved settluns area to rennoN,e seduueiit. All sedinenrt shall be preeeute(I fiom enterin.2 stoma (hairs, ditches or watercourses. RIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132 BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER Q PAVED WASH RACK GRAVEL CURB INLET SEDIMENT FILTER -. —�� Z z z BOTANICAL NAME COMMON NAME PRICE/LB \J �f GETE 'k- U U REEN 1 -1 30.00% FESTUCA RUBRA CREEPING RED FESCUE 1.90 Z 20.00% LOLIUM PERENNE, PERENNIAL RYEGRASS, 1.85 'FASTBALL ui w LCu FASTBALL RGL' RGL' TYPE) Q G (TURF / /\ --� 20.00% PHLEUM PRA TENSE, TIMOTHY,'CLIMAI 1.20 'CLIMAX' 12.00% TRIFOLIUM HYBRIDUM ALSIKE CLOVER 3.25 12" A—VE RB 'Lu PAVED WASH RACK 10.00% AGROSTIS PERENNANS, AUTUMN BENTGRASS, 14.00 ALBANY PINE BUSH - ALBANY PINE BUSH - GRAVEL FILTER RUNOFF WATER WIRE MESH FILTERED WATER WIRE SCREEN FILTERED WATER > C6 Z O No Scale NY ECOTYPE NY ECOTYPE "':.':.'..";' q '' RUNOFF OVERFLOW xl" WATEREL 8.00% AGROSTISALBA REDTOP 8.00 •�e'`'`'' WITH — SEDIMENT 0 100% MIX PRICE/LB BULK: $3.61 ��• '•. IT jj�� II ��II �I ��II II 1� 1-� 1� G 1� SEDIMENT III p �' d° ROP NLET LJJ SEEDING RATE: 40-60 LB PER ACRE CONCRETE " �" SEDIMENT WITH WOODLAND OPENINGS GUTTER CURB INLET GATE 12" STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR GRAVEL SHALL BE VDOT 111 #357 OR 5 COARSE AGGREGATE. FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, WOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIX SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT AROUND THE STRUCTURE. — CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE THE MIX WILL NOT. CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND *GRAVEL SHALL BE VDOT /J3, /J357 OR //5 COARSE AGGREGATE. JOB No. 42932 FENCE AS A TREE PROTECTION FENCE. TP NO SCALE UNPROTECTED AREAS. IP 3.07- 3 3 38 IP 3.07- 6 TREE PROTECTION SLOPE STABILIZATION SEED MIX STORMWATER INLET PROTECTION STORM DRAIN INLET PROTECTION S/HEEET NO. �3' No Scale No Scale No Scale No Scale 0 N 0 3 c a. D a0 o O Bz 20 0 c T E'o a c m a0 O c X N (D 3ti Z„ 0 � a 62 Q§ o. d m .Z Y I" X c 0.0 016 aE = 12 0 O E `o 06 06 a c 2c 10 a 0 " o 2 �N m� o c � m a� E F_ L EROSION CONTROL LEGEND * LIMITS OF CLEARING AND GRADING SOIL AREA DIVIDE SAF SAF SAFETY FENCE C E Q CONSTRUCTION ENTRANCE SILT FENCE IP INLET PROTECTION DD DIVERSION DIKE CWD CLEAN WATER DIVERSION RWD RIGHT OF WAY DIVERSION TS TEMPORARY SEEDING PS PERMANENT SEEDING M U MULCHING OC DUST CONTROL * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 3.01 3.02 3.05 3.07 3.09 3.09 3.11 3.31 3.32 3.35 3.39 o / O O 0 O O 0 0 O 0 0 0 0 0 O ° O O 0 ° O O o 0 0 0 0 0 0 O O ° O CONC. BLOCK 3EABUTMENT ADOPTA _—�--- —N--/— SOIL TYPE: 42C3 24"HOPE O lNV=53713 I\ II II II / —golo SOIL TYPE: 41C i r ' EXTENTS OF - - FLOODPLODPLAIN C & O RAIFIAM FZoAl BR NCH p - - - - - ° ° O O 0 /° / dp 000/o°O / ° O - ° 0 0 _ - / 0 0-0-03 CWD ° /� DC i SLOPES, - \ N - - - - - - - - _ 523---------- — 1 r CLASS Al RIPRAP WIDTH 1 = 4.5' WIDTH 2 = 6.1' LENGTH = 4' DEPTH = 24" r rftftftft I 1 � i r4 —s2s — — _ I 0 ,_-------_ \\ - - -- -522 - - - - _ _ ` - - - - - .. - - - - - _ - - - - _ _ BOARD FEr \ SRO�FNgSPy - ` - - - !: \ � DC \ - - -- \ TS \ m DC 620, \ BOARD FENCE — SSF OF DISTURBANCE, 0.96 ACRES S CONTINUOUS ` CE ° ° ASPHALT 0 ENTRANCE ° ° MAINTAIN EXISTING//�ti ' O o PAVED ACCESS FOR �/ F o ° APPROX. EL: PARCEL TMP 58A2-20A \, O pAVURING CONSTRUCTION O O ° r TEMPORARY MH o .0 \ TOP,MATCH ° o `SL GRADE ' 0 o � O 0 0 0 0 0 ° O O 0 O O o ° 0 0 O 0 ° O ° O O ° O O O O O O O 0 0 0 0 O°° O O ° O° ° ° ° 0 0 0 ° ° 24" CMP W/BROKEN °°° oo°° HEADWALL °Oo .o° INV511.07' 0 ° O O 0 0 0 0 ° O O ° O ° ° ° O .O O O ° 0 0 0 ° O ° /r SOIL TYPE: 42C3 TMP 58A2-20A GUYS WITHOUT FRIES TOO LLC D.B. 4992, PG. 686 D.B. 821, PG.218 D.B. 268, PG,151 WING: Cl COMMERCIAL ° o ° O o ° o ° o ° O ° 0 0 0 TMP 58A2-21 SR&DR LLC D.B. 1597, PG. 226 D.B. 231, PG.585 D. B. 130, PG.109 ZONING: Cl COMMERCIAL PRESENT USE: SERVICE REPAIR GARAGE USE: OFFICE BLDG. / SOIL TYPE: 0000 16 0 S ET/W GRATE 0 ° 0 / A TOP=515.15 ° ° / INV. IN=513.45'4"PVC O ° `CONNECTION UNKNOWN O ° v INV. OUT=511.60'24"CMP o 0 ° IP 516- - 0 0 O O O 0 0 A ' O ° / O 0 O 0°° Q0 0 EXTENTS OF 100-YEAR FLOODPLAIN 00 00 z z SCALE 1 "=20' 0 20' 40' TH j CLINT W. i' � 2 S jFFLET > A Lic. N .54380 � G� 09-14-2021 �, go Am z O U-) Ln U-) a w w w 2: 2: E Ll w 000 p U U U _z 000 W U U U Lu w ri ko o, ~¢ 000 DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1" = 20' I --I Lu 2 z � a � z Q W J Z iD 0 J � � z�z z 0 LL ° U 1 w J W^ Lu W (D a ,Lu v , 66 0 'H4 V J 0 Lu 1OB NO. 42932 SHEET NO. C3. z s c a N C L EROSION CONTROL LEGEND * LIMITS OF CLEARING AND GRADING — SOIL AREA DIVIDE SAF SAF SAFETY FENCE 3.01 CE Q CONSTRUCTION ENTRANCE 3.02 SSF XX / SILT FENCE 3.05 IP INLET PROTECTION 3.07 DD DIVERSION DIKE 3.09 CWD CLEAN WATER DIVERSION 3.09 RWD RIGHT OF WAY DIVERSION 3.11 TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 MU MULCHING 3.35 TP TP TREE PROTECTION 3.38 DC DUST CONTROL 3.39 * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 0 0 0 SOIL TYPE: 0 42C3 0 O 0 0 0 0 O 0 0 ° O O O 0 °° 0 o 0 0 0 0 0 0 0 0 ° o o . ° ° o ° ° o 0 0 133 — SOIL TYPE: 41C / / r r � r y37 / -- -- 539 ' EXTENTS OF FZOAV ' FLOODPLAIN C 8, O RAIM BR NCH CHA I °°°p0 ° p ' / - - - - - - - i i a ° O 80, � - o 0 c. ° ° °� °a CWD MU PS ' 0 o c — — — — / — — — — -- SAF \ / - -- - Irv/ A 2 P �—SLOPES, TY�PP ---- — --�� _--- — 530 24"HOPE o lNV=53713 �\ 11 II II II I I I I II II II 24" HDPE 8 II M o ° O ° o ° o ° o ° o ° o ° 0 0 0 TMP 58A2-21 SR&DR LLC D.B. 1597, PG. 226 D.B. 231, PG.585 D. B. 130, PG.109 ZONING: Cl COMMERCIAL PRESENT USE: SERVICE REPAIR GARAGE '•�44 ��p�TN OF�,R as Z CLINT W. 2Z u/2 S FFLET s A Lic. N 54380 �� 09-14-2021 �4y;: ��111111111, M E O m O N � N Q O > E w v E w v 3 Q LL o 3 p LL w0 O W L M d_j VDo Z m -J m O V7 (n Ul a zzz (n W O M �-+ W W W 3 0 x N E i E oLn a ?a o 000 = C N z FvQ" »> 0 ry 000 M K V V V 00 m H M t00 MU PS BM BM s� - _ / Sq - L �� M u o 000 1. CONC. BLOCK — __ -- _ — 5 \� h o NNN 2 Fcli BRI ABUTMENT _ / DATE / _ ? 12-30-2020 sma- 0 \ / HEIG SIGN PS ` ` \ — — — >- s22-'' IP , DRAWN BY _ MU _ ADOPTA — S23 PS A. FONTAINE H YSIGN e y —— — — — — \' -- - �\ _ — — — • DESIGNED BY CWD �' • C. SHIFFLETT \ �, / • CHECKED BY PROPOSED BUILDING IP— FFE = 522.50 — — — — _ — —\ -- • C. SHIFFLETT HEIGHT: 26'-6" — N S��`: '\ ! v / • MU SCALE _ —, � � • "=20' f UP PS � 522 1 -6201 \ 7 ij r I • CLASS Al RIPRAP I ` \ • WIDTH 1 = 4.5' \ WIDTH 2 = 6.1' IP / I LENGTH = 4' BM — — _ / 1 y21 MU H DEPTH = 24" o — — — — _ _ j PS SOIL TYPE: SOIL T E: SSF - - - ( 42C3 W 16 No REMOVE CONSTRUCTION eo,TFp p09 MU y�, ENTRANCE PRIOR TO INSTALLATION T� Z/oTOI�jF \ PS `% OF PROPOSEG�§_20A y �4?ro 5 GUYS WITHOUT FRIES ILL 'PWR TOO LLC Z y2� D.B. 4992, PG. 686 Q ® ' \ D.B. 821, PG.218 J z D.B. 268, PG,151 0 \ IP $ _ ZONING: Cl COMMERCIAL Q 5� — — IP USE: OFFICE BLDG. / w J •. 519' 2STo of, \ ✓.. aRq�F y ~ z J z O�QO� LIMITS OF DISTURBANCE, ACRES \ :4,• • i .•, .� g S1g J (D O SOIL TYPE: IP z z 16 1—I z O ° LL 150, SNc<F \ , =)° CONTINUOUS ` \ �y/T� ° ° O ° ° ASPHALT o�e<� y \ ` \ </� I T W GRATE o 0 ° ENTRANCE Al,II O0 0 0 ` F<<oy ` / / / jll INV. IN=513.45'4"PVC o ° Q ° 0 </IF `CONNECTION UNKNOWN o ° w ° II v INV. OUT=511.60'24" CMP 0 ° [0 W 0 APPROX. EDGE OF o J ° 516 0 0 ° 7 O Q 0 PAVEMENT IP ° 0 ° F-4 o° i 0Q0 i 0 O \ � O °° � / / °O W O O ° O V / ° 0 MAINTAIN EXISTING PAVED ACCESS / 0 ° ° 7C ° 0 FOR PARCEL TMP 58A2-20A AS / ° F—I 06 0 .0 LONG AS POSSIBLE. ENSURE % /go ° � 7 ° 0 0 ACCESS TO THE EXISTING REAR /q/� EXTENTS OF L ° 0 PARKING LOT IS MAINTAINED 0 o 100-YEAR O ° 0 THROUGHOUT CONSTRUCTION / % FLOODPLAIN 0 0 ° o 0 l ° O 0 0 0 0 0 0I °°o° z °Lu ° 00 0 0 0 0 00 ° 24" CMP W/BROKEN 1 /11I I ° 0 00 0 0 HEADWALL / 00 0 .o° INV511.07' — ° ° o ° ° ° ° ° o 0 0 ° 0 0 ° o ° o o ° STABILIZED STEEPER THAN 3:1 SHALL BE LANDSCAPING VEGETATION SCALE 1"=20' JOS No. HARDIER THAN GRASS, WHICH WILL NOT 0 20' 40' 42932 REQUIRE MOWING, IN ACCORDANCE WITH ALBEMARLE COUNTY DESIGN STANDARDS SHEET No. MANUAL 8.A.2 C3.3 a i c L TYP. 10:1 I APPROXIMATE LOCATION OF PRIMARY DRAIN FIELD EXTENTS OF 500-YEAR FLOODPLAIN c1 PROVIDE SAFETY RAILING WHERE WALLS EXCEED 30" HIGH APPROX. LOCATION OF SEPTIC TANK Cf LOCATION OF 'PUMP STATI( TIE TO EXISTING PAVEMENT LEGEND: Eil CONCRETE SIDEWALK El HEAVY DUTY CONCRETE F-1 HEAVY DUTY ASPHALT F-1 LIGHT DUTY ASPHALT aASPHALT TO BE MILLED & OVERLAID o ° o ° p O O ° o ° p O ° ° ° o ° TMP 58A2-21 SR&DR LLC D.B. 1597, PG. 226 D.B. 231, PG.585 D.B. 130, PG.109 ZONING: Cl COMMERCIAL PRESENT USE: SERVICE REPAIR GARAGE / "NO PARKING % R3' I FIRE LANE" SIGN "NO PARKING R5 FIRE LANE" SIGN / / R3' g, 5 TYP. / g' TYp. O SHARED ACCESS AND PARKING AGREEMENT / SHALL BE SUBMITTED AND APPROVED PRIOR rJ0 TO FINAL SITE PLAN APPROVAL. .iP 58A2-20A 5 GUYS WITHOUT FRIES 24' TOO LLC D.B. 4992, PG. 686 CONSTRUCTION D.B. 821, PG.218 +� & LANDSCAPE D.B. 268, PG,151 8 EASEMENT ZONING.Cl COMMERCIAL USE: OFFICE BLDG. ST �Rq09k - 5' CURB �� 0 TRANSITION o OC o\. 6' 0 0 ° CONTINUOUS �� 12' ° o ASPHALT off. ° ° ENTRANCE 0 0 \ ° 0 APPROX. EDGE OF 48' ° ° PAVEMENT 0 0 0 0 ° ° APPROX. 210' TO 0 0 0 0 0 0 0 0 0 O O O 0 0 0 0 O O ° O 0 0 0 O 0 0 0 0 0 0 0 0 0 O ° ° o 24"HOPE 0 lNV=53713 A 1\ II II II BRANCH ROAD gUCKINGHAM 1 C & GNAIL BRAADNCH l 80' 11) APPROXIMATE LOCATION 24"HOPE OF RESERVE DRAIN FIELD 8 RETAINING WALLS (3) BOLLARDS o ° 0 o I of MAX. HEIGHT = 6' 0 0 0 0 0 0 0 0 0 0 I ° 0 0 1 1 v O 0 0 0 0 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07 O o o 0 0 0 0' RETAINING WALL MAX. HEIGHT = 2.5' PROPOSED UTILITY POLE ON ONP CONC. BLOCK �( HEIGHT SIGN APPROXIMATE LOCATION OF PROPOSED WELL DCATED UTILITY OLE & TELECOM PEDESTAL I \ R2' DUMPSTER AND < \ � PAD AND /X ENCLOSURE PROPOSED BUILDING FFE = 522.50 HEIGHT: 26'-6" (2) ADA HANDICAP PARKING SIGN (TYP.) o� 4' CONCRETE WALK 10' BUILDING ao poOgo SETBACK T o��3p CG-12 C /� SI ASPHALT MILL J &OVERLAY �� 48' 2 OQO 5' CURB "TRANSITION CG-11 JA COMMERCIAL ENTRANCE 0 0 SD INLET/W GRATE A 0 ° TOP=515.15 p ° INV. IN=513.45'4"PVC O ° *CONNECTION UNKNOWN o ° v INV. OUT=511.60'24"CMP 0 ° 0 ° 0 p 0 O 0 0 A O ° 0 ° o CENTER OF 180' WIDEN j 0 0 ° ° ° 0 ° ASPHALT ENTRANCE / ^/ O 0 ° o O // O O q/q EXTENTS OF 0 ° 0 ° ° 0 .0 0 / / 100-YEAR ° 0 ° / // FLOODPLAIN O O O ° p O 0 O 0 0 0 p°° ° O O O O p ° O ° O ° ° ° O ° ° p 0 0° 0 °°° 0 24" CMP W/BROKEN ° ° 0 0 0 ° ° HEADWALL INV511.07' 0 PEA GRAVEL WALK '•�44 ��p�TN OF�,R . CLINT W. 2Z u/7 S FFLET s A Lic. N 54380 k� or 09-14-2021 s '04.1011 AL vN.�� M E O Q N � N C > E v E w 3 � w v Q LL 3 WLL 0 ^i N 0 W L M d-V00 Z In V7 (n Ul O_(/1NN H H H a ZZZ C7 W M Z_ F Bw V �-+ W W W 3o�x N EiE o000a?a w C) UUU v� N Z . U O Fa" c - »> rn > 000 ry U U U N M Lu 00 �H NOTE: V) KNOX BOX LOCATION TO BE COORDINATED WITH FIRE MARSHALL'S OFFICE 7 0 00 Q Z SCALE V=20' 0 20' 40' .v-I N ti W mt00, 000 N N 0 DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1" = 20' Q ui Q I� (Dz J Q Q J z}a LL O w J LL < w m Q � a J I..1� I� JOB NO. 42932 SHEET NO. C4.0 a i c 0 ro 3 c a D 0 o o 0 �z 20 o � c m •- a c m - D V c O 3 Z Z m O � a H 0 `o« 5 0« n§ 0 c 2 Y N X0.0 c 016 C ° E `o 0� o � a c We 10 a 0 N 0 n-6 m e m� o c 0 m nE a0i �i E H_ L \ / / ° °� / / \ '00 °o ---_—_—_—_—_ per/ �=ii _= i�i�// / C&6RAICpOAO�H / i /� / p r'�_-- _ — _— _ _ — o' �_�_ _ � II � �' �� / o O O/o �`-- o-o--o— _.., .-0"'gip-�°oo0 0��/ if _ J111/ / \\ 1 I\ I I I I I I 1 I I 0 0 0 0 'o o° ° o / \� \ \\ \ \\\ \� '� 0 0 °p / / \ \ / \ 1 / f\/1 / °0 p 0 °°0 �' '�— / \ / /// \\ oOLB(�yer �h-<�`�<Ne I // 1 \\ ` 11 // o o/°0 ° 0 / ' \7r ° ° 00 / // / I 1-v 00 f' '° / \ / / \ \ \\ / p° 0 / ''/ / \ / \ c/ / °'\ ' I I ° r 0/IQ 0 \ 0 S/(� ' I0 \I I I I I ° p ` ` / / / _ \ \ o/�° \ \ `T OAST / / / / ' I 0 0 /' N f of I °p / p0° \I \ �� ' /01 OF 0 / 0 0 0 0 0 O0 00poo":0°° ° °° p0° f/ \ \\\\\ /\\ /°1ti/II�//�/ i \ ` 7� \ �w�f / -- J _ _ i i \ r O _ d o ° 0 ^"ifill.�L l \ I Sq.1; �\=\` J` •� Lr _--_� /'� � /' / / I/ I `S7G'yT07 yA• \ ' _ — — — — •�\\ ,� � \\ /' � / / / I Ir / `390 , I I I r I I I / MIS EIGHT OF HEIGHT OF 530 OBJECT = 3.5' OBJECT = 3.5' 530 — DR - 390' SDL - 390' EIGHT OF _ — 525 EYE = 3.5' 525 520 / 520 515 7 515 PROPOSED EXISTING GRADE GRADE 510 510 IVY ROAD POSTED SPEED LIMIT: 35 MPH 505 505 9+50 10+00 11+00 12+00 13+00 14+00 15+00 IVY ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=30' VERT SCALE: 1'l 16+00 17+00 18+00 '�� p�TN (jo0oof CLINT W. 2Z ui7 S FFLET s A Lic. N 54380 Q� sO09-14-2021 �4.3 0;`s11 AL 011ie .�� M E O o N � N C > E w a E Q LL tj o 3 C)LL wO `mom �-j U0000 J —u a>oN C7W rvV ZFv� =x 00 LL oQ �v F a c N � M [L � � H- Z p H- FH- a+ w w W of 2: y: 2: N E 2: E w OOO p UU }U }U O Z Z z O O O w L.) L.)U r D C 7 D J e t0 .-I N r1 w M t0 On I— OOO C Q i i i � '•I '•I ti L N N N N N O N DATE 12-30-2020 J DRAWN BY A. FONTAINE • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE 1"=30' -T no z Q w J w I --I LL ~ a J C2 Q W z}U f— �zz LL ° Q Iw~ Q w m 0 J paw I..1� V I, —^I I� f M W Q Z SCALE 1"=30' JOB No. 0 30' 60' 42932 SHEET NO. i L "topLTH ,1r0•r rCII CLINT W. y� :ui2S FFLET iA Lic. N s� 4r 09-14-2021 �4.3 ONAL M E O Q U N � N C > E w v E w v E Q LL o 3 p LL - wO `mom G W L M d-j U00 z CL Z Z Z 0W � N N a z z z (� P M �-+ W W W 3 0 x N E i E oa?a o 000 U U U U) = C N z _ > ° o z z z ~ N m W 0 0 0 � 00 H- 0p01 Q o Ezj 67$ l0 D p H N H w > W M t00 w F 000 l U ti ti ti �2q JQ N N N ,p+ O 000 N N N ? ti ^b in DATE 12-30-2020 0 } DRAWN BY A. FONTAINE + 2r q�" .,'� ,a • DESIGNED BY oa��a0� NTO� Rp b ❑ Q � •• C. SHIFFLETT R 73 CHECKED BY • C. SHIFFLETT �iM g pNGH 1 �' \ • SCALE G & OG0 gUGKIN a �. � � • • YYY O El CL p V:p RT 786 (IVY DEPOT Rp Q OV BUFFER 20' m z z ro D TYP. x 245' Asa =:o a 4i � DAD BARREL, TYP. ' • TAPER-----___. • • • • d'NU6 Z � I..L 350' 350' Lu U LL US 250 (IVY ROAD) LL ❑ �o J�a •'ry e M > XN O� �ooOSROPo z MAINTENANCE OF TRAFFIC FOR SHOULDER WORK 63710\G� ,L ? JP ° 0 oC Lu wmz J a O a z 0� w a � > a M W p z Z SCALE 1"=80' 10e NO. 0 80' 160, 42932 SHEET NO. C4.2 L ��pLTH 0.4Z i pC �00" CLINT W. 2Z i 2SFFLET >� • •e " Lic. N .54380 O 09-14-2021 go M E O O � U N U N O >E W E LU p W i W of 2 f0 y Q j U m Z w H — L^ 0 (n (n (n H H H d o N Z Z Z (� W W W W Z_ H ate+ 7 C� 3: o (A x � w 0 0 0 W p U U U NU> 0zzz =Q� o Lf)» o— 000 / N r� W U U U t Yr M a 350' ~ b ��a b K 0 O U q4 0 O Al A io It It b �= 350' w W ri ko m 2 H O O O U c:l z O O O O N N DATE 12-30 2020 O Fi0pOI DRAWN BY S��LLE A. FONTAINE El 350' �R( 61� • DESIGNED BY /�—!�� • C. SHIFFLETT fir-' • CHECKED BY ❑❑ +q2r • C. SHIFFLETT o • • �� SCALE o \ • 1 " = 100' ol No o � • o ax 350' o m ) "U II • J RT l3$ lM RGP TO �6 coo, 50, ❑ + , o0 w y£A C &0 BRANCH FLAGGER STATION BuCKINGHAM 0 FERc, D El % o Did 0o y 2 0 W A NX S DOW LE oo' o z z FFER 50' J a RT 786 (IVY DEPOT TAPER J RD FLAG ER STATION a 41 20' ¢QW v x AY x $ moo O FLAGGER STATIONTYP., m bib 350' z[•4O --q ULAT EXIST. STOP SIGN BARREL, TYP. Li cl LLLJJJ o W o o 0 350' J �, t 3s. 350' 350' a > US 250 (IVY ROAD o �oL7 zzLL x0 66 d6 O�� U- o O MAINTENANCE OF TRAFFIC FOR MILL & OVERLAY m FLU oC 2 U wmz J a O a z w a � 1-4 > a 00 W Q Z SCALE 1"=100' IDB No. 0 160, zoo' 42932 SHEET NO. C4.3 L 0 O 0 0 O 0 O 0 0 O 0 O 0 0 O 0 0 0 0 ° O 0 0 0 O 0 0 O 0 0 0 0 0 0 0 ° ° o 24"HDPE 0 lNV=53713 A II II II II II 24"HDPE N! 8 0 0 Y I I o o — I _ — O O O _ TW 524.62' _ BW 522.23'— — — y3y , —_ — `� TW-524-.4,'— _ - - — BW 523.29' - — — TW = BW 523.98' 524 ON CONC. BLOCK 2T — — — — — — "' ABUTMENT — - -\ FFE=522.50' RIPRAP LINED TRAPEZOIDAL CHANNEL, 2' WIDE BOTTOM, V DEEP, 2:1 SIDES g�CKINOHAM BRANCH RAILROAD i C & O OAO RAI`RB ANCH GHAM Y _--- / ' 531 APPROXIMATE LOCATION OF PRIMARY DRAIN FIELD 539- — — — ° O ° ° - EXTENTS OF o° 00-YEAR o 0 0 0 °°° FLOR 0 0 ° ° i O ° i 0 0 0 0 0 0 0 g0. D APPROY-tE LOCATION ' / o o ° ° ,JMA o o OF RESERVE DRAIN FIELD / o o p o o ° ° / TW = BW 532.37' / ° TW 530.38: To— 0° / BW 524.38' o 0 0 524.26' o 0 0 0 0 0 0 _ TW533.95' // '—— — — — — —— y 531.38' — — — — —— ---- , pW = BW 529.06' TIN 528.06' f BW 523.58' C1N = BW 524.04' -TC _523-34' S2 �S — — — _ ----- ---- -- CRITICAL _ TC SLOPES, T1'P. \ \ \a.ao \. lgV537.75' BW 525.75' — _ — — — — — RITICA S O E�TYP.\\ / S L/rc- S2 522.74' 524 8T TW =_BIN525.42 `i i \ 4 \ � L SED 54'\CMP PIP ',,E FACIL`TY _ 522.2y � 522.21� —� TC >.32' a ETC — ' < 521.98'TC 21� 5 106 s 52 � 520.70' \ AS M F�A CIL TC / \ AINTEN 521.15� ANCE 52 TMP 58A2-20A \ SE � 5 GUYS WITHOUT FRIES \ 13 Q `y2 PRIVATE 10' TOO LLC D.B. 4992, PG. 686 DRAINAGE \ EASEMENT D.B. 821, PG.218 05 \ D.B. 268, PG,151 ZONING.Cl COMMERCIAL 519 2 STO USE: OFFICE BLDG. cRgLjFY \ 114 519.80' 102 F 10 l \ / yF \ ° * * 15" HDPE PIPE (TYP.) J s 0 0 O O O 0 O 0 0 0 0 0 0 ° o 0 0 0 0 0 0 ° 0 0 0 0 ° o o ° — \ ° 0 O / TMP 58A2-21 SR&DR LLC D.B. 1597, PG. 226 D.B. 231, PG.585 D.B. 130, PG.109 ZONING: Cl COMMERCIAL PRESENT USE: SERVICE REPAIR GARAGE 0 SD INLET/W GRATE 0 0 0 i II TOP=515.15 0 ° INV. IN=513.45'4"PVC O ° *CONNECTION UNKNOWN 0 ° v INV. OUT=511.60'24"CMP o 0 ° V 516- - ° o o ' 0 ° o / O o ° V. 10 /// O ° o ° O O O ° O O Q• EXTENTS OF 0 0 / / 100-YEAR FLOODPLAIN o ° O O ° o°° o 0°° 0 0 h^ n l/l 515 ° ° 0 O ° ° 0 0 24" CMP W/BROKEN ° ° o ° HEADWALL °oo o .00 INV511.07' h 0 ,'�pLTN �j��,�' 44 CLINT W. 2Z u/7 S FFLET s A Lic. N 543110 k� sO09-14-2021 �4.3 o;`s�0;1 M E O Q U N � N C > E v E w E � w v Q LL 3 WLL 0 ^i N O W L M d-iVoo Z O V7V) Ul �^J+om d N N H F H a Z Z Z C7 W M Z F a V 0� w W w S o x N Q& o 000 U U U = N v Z _ �>° 0 z z z ~ N ry W 000 M Lu �00 - NOTE: V) VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE 7 M z Z SCALE V=20' 0 20' 40' DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1'= 20' z Q ui ~ U Q Z zz / /Q' 1� z} =(D I� LL0zz 1 Lu I --I w w [0 J / ^ Oa I..1� I H� JOB NO. 42932 SHEET NO. C5.0 a 2 c L TOP OF WE PLATE 517. 8" x14" W ORIFI( INV 514.1 STEEL PLA- PRELIMINARY WATER QUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPMENT) PRE -DEVELOPED ONSITE AREA AREA = 0.96 ACRES 0.58 ACRES (FORESTED) 0.06 ACRES (MANAGED TURF) 0.33 ACRES (IMPERVIOUS) Tc=6MIN Q (CFS) V (AC -FT) 1 YEAR 1.44 0.063 10 YEAR 4.48 PRE -DEVELOPED OFFSITE AREA AREA = 3.86 ACRES 1.39 ACRES (FORESTED) 1.47 ACRES (MANAGED TURF) 1.00 ACRES (IMPERVIOUS) TC=20.1 MIN Q (CFS) V (AC -FT) 1 YEAR 2.68 0.204 10 YEAR 10.16 PRE -DEVELOPED COMBINED AT ANALYSIS POINT 1 Q (CFS) V (AC -FT) 1 YEAR 3.01 0.267 10 YEAR 11.34 DRAINAGE AREA ANALYSIS (POST -DEVELOPMENT) POST -DEVELOPED ONSITE AREA, DETAINED AREA = 0.65 ACRES 0.00 ACRES (FORESTED) 0.19 ACRES (MANAGED TURF) 0.46 ACRES (IMPERVIOUS) TC=6MIN Q (CFS) V (AC -FT) 1 YEAR 1.94 0.088 10 YEAR 4.31 POST -DEVELOPED OFFSITE AREA, DETAINED AREA = 3.37 ACRES 1.25 ACRES (FORESTED) 1.39 ACRES (MANAGED TURF) 0.74 ACRES (IMPERVIOUS) TC=20.1 MIN Q (CFS) V (AC -FT) 1 YEAR 2.15 0.167 10 YEAR 8.55 FLOW THROUGH PIPE STORAGE FLOWS ROUTED THROUGH DETENTION SYSTEM. Q (CFS) 1 YEAR 2.32 10 YEAR 9.14 POST -DEVELOPED ONSITE AREA. UNDETAINED AREA = 0.31 ACRES 0.00 ACRES (FORESTED) 0.22 ACRES (MANAGED TURF) 0.09 ACRES (IMPERVIOUS) TC = 6 MIN Q (CFS) V (AC -FT) 1 YEAR 0.43 0.019 10 YEAR 1.38 POST -DEVELOPED OFFSITE AREA, UNDETAINED AREA = 0.48 ACRES 0.14 ACRES (FORESTED) 0.07 ACRES (MANAGED TURF) 0.26 ACRES (IMPERVIOUS) Te=6MIN Q (CFS) V (AC -FT) 1 YEAR 1.08 0.047 10 YEAR 2.73 POST -DEVELOPED COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) 1 YEAR 3.32 10 YEAR 11.24 CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED < 0.80 • (QPRE-DEVELOPED ONSITE • RVPRE-DEVELOPED ON -SITE) / RVDEVELOPED ON -SITE + QPRE-DEVELOPED OFF -SITE OK 3.32 CFS <_ 0.80 - (1.14 CFS • 0.063 AC -FT) / (0.088 AC -FT + 0.019 AC -FT) + 2.68 CFS = 3.36 CFS FLOOD PROTECTION: POST -DEVELOPED Q10<_ PRE -DEVELOPED Q10 OK 11.24 CFS <_ 11.34 CFS 10_YE_AR_WSE_ 516.85 2 YEAR WSE 515.10 1 YEAR_WSE_ 514.56 ELEV. 513.00 INV 513.00 SWM WEIR PLATE SECTION DETAIL WATER QUALITY ANALYSIS SITE DATA POST DEVELOPED AREA FOREST/OPEN SPACE = 0.07 ACRES MANAGED TURF = 0.41 ACRES IMPERVIOUS COVER = 0.55 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 1.38 TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 0.96 CREDITS TO BE PURCHASED FROM A DEQ-APPROVED NUTRIENT CREDIT BANK IN ACCORDANCE WITH VA CODE 62.1-44.35:15. Q10 = 7.44 CFS NORM_AL_DE_PTH 7 �� RIPRAP-LINED TRAPEZOIDAL CHANNEL SECTION DETAIL 0 0 0 0 0 l0 O o 0 ° 0 o i M co M 00 0 0 0 0 o- m 0 0 O 0 o� 0 0 / �O 0 0 0 w y 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 100' OF SHEET FLOW \ I n 500' OF SHALLOW CONCENTRATED FLOW, GRASS \100' OF SHALLOW CONCENTRATED FLOW, WOODED 40' OF PIPE FLOW �o o w>- PRE -DEVELOPED OFFSITE AREA ITOTAL: 3.86 AC WOODS: 1.39 AC iTURF: 1.47 AC IMPERVIOUS: 1.00 AC ` TC=20.1 MIN. 0 0 o 0 0 0 o 0 0 ° o ° 0 O °. 0 0 0 0 O 0 ° 00 ° 0 0 0 0 000. 0 0 0 -0 0 PRE -DEVELOPED ONSITE AREA ° ° 0 TOTAL: 0.96 AC 0 0 0 WOODS: 0.58 AC ° TURF: 0.06 AC IMPERVIOUS: 0.33 AC CN=73 Te = 6 MIN. / o V Ill o o ° ° ANALYSIS POINT 0 o .o 0 0 0 0 0 0 0 PRE -DEVELOPED 700 0 0 0°° o ° 0 0 0 100' OF SHEET FLOW 500' OF SHALLOW CONCENTRATED FLOW, GRASS ,7 o ° o ° 0 ° 0 0 ° 0 0 0 0 0 0 0 _°000 00° o o 0 0 POST -DEVELOPED OFFSITE AREA, DEl TOTAL: 3.37 AC WOODS: 1.25 AC TURF: 1.39 AC IMPERVIOUS: 0.74 AC CN = 69 TC = 9.7 MIN. • Ill-v� - � � • 1 ' . _sue i� • 1 vr- -• •- �� .ram•• 0 0 0 40 F PIPE FL ,646*0440000 v, t NMI ()F o,. CLINT W. S FFLET Lic. N 5438' CC, 09-14-2021 ��; G •• .sSirn►.ti ��•. M E 0 o � N UI N Q � > E ° E w ._ y 3 w w a o 3 0 U. - j U w z w w -ui O H H av�i� a zzz z (7W �M Z' H y v w w w E 0 00 2o E '6 o = C N z = V > m .0 z z z ~ O N w 000 M Lu co � H ac M 0 x c� 0 � H N H w Lu w F mtDm 2 Q O i O i O i ti ti ti Q N N N N N N O DATE Vl > 12-30-2020 0 0 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=30' W ,c �J / Q Z Z W (' C J W z}Q 1� LL Z Z O Z DJ a Lu ui m J 1-- Q p Q G ct JOB NO. 42932 SHEET NO. C6.0 0 d 3 c a =0 oo n0 E N 00 a2 0E- m c E 0 a C m D 0 0 3 Z z„ o� � a o� Q § a 7 y N X C do 12 0 06 a c +� a 10 a 0 N 0 �0 C m �o C p W a0 N d E L O O o .0 0 0 ° 24"H o 0 0 o o 0 lNV=537 - - - - o y31 _ ° ° 0 ° APPROXIMATE LOCATION OF _ ` 0 0 .. PRIMARY DRAIN FIELD 639- - 0 ° ° 0 EXTENTS OF 0 0 0 ° ° ° . O - J FLOODPLAIN 0 0 0 ° ° ° ° ° °° 0 0 0 0 �'.�♦ C& O RAIM B ANKH . o 0 i O O 0 00 0 0 ° .■� 80'G10 APPROx1NFA-TELOCATION // �' .' ■*�� ° ° o ° .. 24"HDPE - i ' OF RESERVE DRAIN FIELD o 0 o N _ •� `' ljjh ��••■■•• ° 0 _0 0 0 0 0 0 0 0 °i °'°-oho 0 0 0 0 // //. - ---- -- •/ yryl • - _ - _ - f _ S ■ ■ ■ • - - - • / r D.B. 1597, PG. 226 I ■ �mo- _ f9 - ------ --- ■ I � -monsom_ �;- - • D.B. 231, PG.585 . , - - _ • ! SLOPES - D.B. 130, PG.109 ■ O\ 1P ZONING: C 1 COMMERCIAL S _ - \� PRESENT USE: SERVICE _ - 524 112 r _ - / S \. i \ 1 REPAIR GARAGE OH •••� J - -0H hy� / . �� . 523 s22 ° .� ■ \•� \ h� n In 7. CONC. BLOCK 52.1_ •�. 7RI ABUTMENT 110 • _ _ _ y .� \ h •• --13,-2„BRIyDGE - - - - ' - - - - -�yry 4 a � ••• S�- �• s.W .• \ .. . .. I i •. HEIGHT SIGN '522 - ` ta _ _ • �•• /S?3 ,. ADOPT YSIGN S 5 108 \-��• - - ••� _ r 106 522 ■ 4,#* -5201 ■ ••� \ \ Q S20 R PLATE, SEIE DETAIL // 521 ■, \ I ■ •�. O� - - - _ _ - - ON SHEET C6.0 / ■ *4W A/ 114 ■ TMP ■ 5 GUYS WITHOUT FRIES ■ PROJECT ]KY Proper CULVERT DESIGN FORM ED-269 •.. ' ' �y2Q D.B. 4OO LC 686 ■ ROAD COUNTY Albemmle(Zonel) SHEET OF DESIGNER: KF DATE: 3/§C0:' .. . \ D.B. 821, PG.218 ■ CULVERT Ex cmi. VA UNITS ENC$.iSH REVIEWER: CS DATE: •. j - _ - D.B. 268, PG,151 mean FreeuniZONING.' C1 COMMERCIAL NOAAs1 HYDROLOGICALLfinn .. A USE. OFFICE BLDG. ONE SST Method: RATIONAL Roadway Width 30 ft ROADWAY ELEVATION 516.00 it Road Lcngth 100 S.bcc Type PAVTD \ ■ ■ ■ ��.. 102 Drainage Area: 4.81 Acres Freeboard= &VALUE! ft .' •�..� / . Time of Conceutration 5 Minutes Shldr. Elev. Lt. = it SLldr. Elm-. Rt = ft •'. S19 , DESIGN FLOWS ELHWd= 313.56 ft x _ _________________________________________________ R.I. (y=a) FLOW (cfs) EIsF 511.60 ft J Hthi H . 10 Design 11.57 Eli= 511.60 ft TW DEPTH 1.08 it •.. �v �1� • -e-DEP --- Shwm Bed 2 Check 9.70 L= 49.8] R ---- ----- TW TW VEL. 3.22 fp. 25 Max 15.76 S= 49.8o DEPRESSON Din. - ----.._ Channel Lhv.El.. 511.07 it . CULVERT DESCRIPTION: SKEW= Oo ..a�� 0.013 Do= 511.07 It INUOUS 0 TYPE: S Ingle/Multiple Conforming PHALT o . SD INLE GRATE 0 ° TRANCE �. /II TOP=5 15 0 Inlet Edge Description: TOTAL OW PE HEADWATER CALCULATIONS CONTROL MINIMUM ° 0 . / II / INV. IN 13.45'4"PVC o Squm a edge N headw ill FLOW BARREL INLET CONTROL OUTLET CONTROL HEADWATER OUTLET MOULDER COMMENTS "</• O ti� l II 'CON CTION UNKNOWN o 8uhgle/Multiple Confoinnag/ Broker Back Cuhefts Q QM HWiD HWi FALL ELHWi TW do (dc+D)2 ho ke H ELHWo ELEV VEL ELEV IIR INV. T=511.60'24"CMP 00 APPROX. EDGE OF � II o MATERIAL SHAPE Size(in) N Mammgs cf. cfi ft ft ft ft ft ft ft ft ft ft fps R PAVEMENT •.. ` (IV 518- - o O O CMPMedCorr Circular 24 1 0.03 11.57 I1.6 0.98 1.83 0.00 513.43 1.08 1.22 1.61 1.61 0.50 0.88 513.56 513.56 4.07 •.. O O ° 9.70 9.7 0.82 1.63 0.00 513.23 0.98 1.11 1.56 1.56 0.50 0.62 513.24 513.24 4.02 .' - � o 0 15.76 15.8 L40 2.26 0.00 513.88 1.26 1.43 1.72 1.72 0.50 L62 SI4.41 514.41 5.02 ■ ■ . .;:_ /tom!' O o ° O o A aw Broken Back CRhert TAMWATM DATA: iAB.WATER RES ULTS: ROADWAYDATA: ROADWAY OVERTOPPING: �/ 0 0 ° LENGTH Elev. SKEW 0 Channel Shape Tr'pez°id Ditching. Elevation Flow Velocity Shear Roadway Width, ft Discharge Uxrtopping Ocertoppivg // / O at depth force 30 Discharge Elnation / Q Bottom Width. It 2.00 n.= 0.035 of. ft it fps PSt Surface Type PAVED ef. Cfs ft / SMe Slope Lt: (HAV) 1.50 Design 512.15 1.08 3.22 0.67 Top of Fined 9evatbn, it 516 Deign 0 0.00 Q,/q EXTENTS OF / 100-YEAR Sloe Slope R: (HAV) 1.00 Check 512.05 0.98 3.07 0.61 Length of Road, it 100 Check 0 0.00 .0 FLOODPLAIN Channel Slope, f tft 0.0100 Max. 512.33 1.26 3.49 0.79 Mar, 0 0.00 O O O Distance O ° l Elevation p O ° ° TECHNICAL FOOTNOTES: O 0 ° .° (1) USE Q/NB FOR BOX CULVERTS (4)ELhi=HWi+ELi(INVERT OF INLET CONTROL SECTION) (6)ho=TW or(dc+ D2)(WHICHEVER IS GREATER) O O (2)HWVD= HWD OR HWiD FROM DESIGN CHARTS (5) TW BASED ON DOWNSTREAM CONTROL OR FLOW (7)H=[1+ke+(29n2LyR133]02g O O / / 0 0° o °° 24"CMPW/BROKEN (3) FALL = HWI - (ELHWd - ELsf); FALL IS ZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL 0 ° O 0 ° HEADWALL I ) \ S UBS CRIPT DEFINITIONS: COMMENTS/DISCUSSION: CULVERT BARREL SELECTED ° O .o ° INV 511.07' , 0 0 HWd DESIGN HEADWATER i INLET SIZE: n: O ° O o ° O HWi HW IN INLET CONTROL 0 OUTLET SHAPE: MATERIAL: 0 0 0 O O O O O° O° HWo HW IN OUTLET CONTROL sf Strezmbed ENTRANCE: @ arhort Fain CULVERTSOFf by ENSOFIEC, INC. INLET AREA C Ex. 100 0.38 0.61 102 0.01 0.90 106 0.16 0.50 108 0.08 0.69 110 0.07 0.74 112 3.37 0.37 114 0.19 0.64 116 0.47 0.48 Ex. CIvt. 2.97 0.36 SCALE 1 "=20' 0 20' 40' ,'�pLTN �j� 44 aw CLINT W. 2Z u/2 S FFLET s A ° Lic. N 54380 k� 09-14-2021 �:(r;: m E O O N � N C > E a E w on E � w Q LL 3 LL W 0 N ° W L M d_j Uoo Z O tnfDto �wom H F H Z 1- a+ V i4r CIf w w W 3ox NIn ?� 111 0�0�0oa U) =c � W a U) »>H- rn-� YN > 000 LU U U U M Of a� C H w > Uti z O F ID o N N 0 ti N N o1 0 IN N N DATE In 12-30-2020 0 DRAWN BY A. FONTAINE } • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE • 1"=20' Q Jm 0- Q w z L�w J Q z}w i-- F(D � z LL O < I LEIJct� Z < < w LU LL 0 < I..1. w 0 � z \ H� JOB NO. 42932 SHEET NO. C6.1 0 N 0 3 c a D a0 o O �Z 20 o 2 c T E O a c m a- 0 0 c � m O 3 In Z m O � a 6 `om� 5 Q § 6 m c 2 Y to ya X C 0.0 016 E = 12 m o �0 c Ect c0a m o � a c Ma 10 a 0 m 2 to to to tc o c 1 m nE 0 N3 E F L •'�"toot pLTN 0j�0,�' CLINT W. 2S FFLET s� A Lic. N 543110 k� sO09-14-2021 �4.3 ltss'R 1A1 �.N.�,�•• M E O O U N � N C > E rn 110: DI-313 6 It Throat w v E > °' - M STA 13+05.31 v v 3 � w p M� LO L o o 2 TOP 521.74 ¢. V 3 o o V o o F o M INV IN 515.51 (111) o LL 0 o r O (n M o u') n m n a0 = r m m u) INV OUT 515.41 (109) a Lu z O �� ? to N (O� O O N O (O co OLL)O �� n M_ LO m� N Ln �Mn(M _N (n m 6�M U�O� u) 00 �z u)� MO°r(O� =��u)i0Z M+N(n MNN�? 112: DI-1 a((A a Z Z Z o�Ln>z 0 o�(n_Z 0 ��LoZ_Z_ O E�LnZ_ p.-(nz_ O STA13+25.18 H F H ¢dz» i�¢d» ¢a»> io¢a> cp¢a» TOP520.50 zF'x v of �iE w(p� z z oU)Pz z U)P z �U)Pz ��H_ INV OUT515.81 (111) �' _j w 000 525 525 o a p v u U U) i N Z _ �> m o z z z ~ N m W 0 0 0 M of a� o w � H- ui 0 0 c� AN 0 0 o v v > w ci(oa 34 F o 0 0 _ ¢ U 0 ti Q N N N z N N ON O n DATE 12-30-2020 0 } DRAWN BY A. FONTAINE • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE 9+50 10+00 11+00 12+00 13+00 14+00 14+50 • 1"= 20' STR 112 - EX. 100 PROFILE �0� • HORIZ SCALE: 1 "=50' °p VERT SCALE: 1"=5 0 o rn C'l OnM N u) • + , u) u) � 116: DI-1 2' u') z_ Z_ =O STA 10+19.04 TOP 517.50 0 525 ~ z ? z INV OUT 513.25 (115) 525 co M LOW LO + 6) H- O,=) LO 0 525 U) HO z 525 z Q U) �. i w Q I --I .� LL ^ Z (� 0 J Q z} I- 4 z LL O W U ' w Z Q w m J 0< rO^ 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 NOTE:PROVIv , STR 114 - SWM A PROFILE STR 104 - STR 116 PROFILE NSTRUCTURES WTHE INLET IDROP OF HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' 4' OR GREATER. VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 5 0 toe No. PROFILE SCALE 42932 SHEET NO. C7.0 TEMPORARY H PROPOSED � TOP DURI G GRADE 520 _ PROPOSED GRADE 520 520 EXISTING GRADE MIN 515 515 113 50.71' OF 15�" 2 Duo 510 510 180 LF OF 54" CMP INV.=51300 505 505 PROPOSED GRADE 520 520 EXISTING GRADE 3 515 MI 515 115 1 .04' OF 15" HDPE 510 ° 510 505 505 500 500 rn h L 0 O 0 0 0 O O 0 0 0 0 O 0 0 O 0 0 0 0 ° O 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 CONC. BLOCK 3E ABUTMENT 24"HDPE O lNV=53713 I\ II I I I I ROAD Ii O C 8, �NpL 6 ANCH LIMITS OF DISTURBANCE 80' 10 APPROXIMATE LOCATION 24"HDPE OF RESERVE DRAIN FIELD 8 0 0 ° I O 0 0 O ° 0 0 0 0 0 0 0 0 0 0 0°° o 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lilo 0 0 000 0 0 0 0 0 0 - WINTER JASMINE, TYP. v v / yA \ ARMSTRONG RED MAPLE, �<F� TYP. y�T' PLANT SCHEDULE TYPE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY SF TOTAL CANOPY SHADE TREES 9 "FASTIGIATE" CULTIVAR HORNBEAM EUROPEAN HORNBEAM 2.5" CAL. B&B 234 2,106 FLOWERING TREES 10 CORNIUS FLORIDA EASTERN DOGWOOD 6'-8' HT. B&B 124 1,240 FLOWERING TREES 4 GINKGO BILOBA "PRINCETON SENTRY "PRINCETON SENTRY" GINKGO 2.5" CAL. B&B 17 68 SHRUBS 40 JASMINUM NUDIFLORUM WINTER JASMIN 24" HT./SPRD CONTAINER 10 400 3,814 SF LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS * per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED IVY ROAD 292 LF - 54 LF (WOODS TO REMAIN) = 238 LF 1 LG TREE PER 35 LF WITH INTERSPERSED 238135 = 6.8 7 LARGE TREES 8 LARGE TREES 7 FLOWERING TREES FLOWERING TREES LANDSCAPING OF PARKING AREAS It per Albemarle County ARB DESIGN GUIDELINES REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. SHADE TREE PER 10 36 PARKING SPACES 36/10 = 3.6 4 LG. OR SHADE TREES 4 LARGE SHADE TREES PARKING SPACES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 685 SF (PLANTINGS IN 5% GROSS PARKING AREA 13,403 SF 13,403 x .05 = 671 SF 671 SF PARKING LOT ISLAND AREAS) TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 0.87 AC (GROSS SITE = .0 0.87 AC x .1 = 0.087 AC 3,414 SF PROPOSED + AREA) 10% COVER = 3,7.1 3,790 SF 3,203 SF EXISTING TO REMAIN = 6,617 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE n%/CDAI I UCAI TU nC TLIC DI AklT y�< C APPROXIMATE LOCATION OF PRIMARY DRAIN FIELD EXTENTS OF 500-YEAR FLOODPLAIN O 0 ° o/ v ORANGE CONSTRUCTION FENCE TREE PROTECTION FENCE, SEE DETAIL ON C3.1 PROPOSED BUILDING FFE = 522.50 HEIGHT: 26'-6" a STERN iW OD, TYP. 0 �0 0 .o ° 0 INV 511.07' o ° 0 0 0 0 ° o° 0 0 0 0000 0 O .O 0 0 00000 o For County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) I. The following items shall be shown on the plan: ® Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring trce wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markines: ® All trees to be saved shall be marked with print or ribbon at a height clearly- isiblo to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved b)ra(lounty Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of nee; to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to he saved. 7. Toxic Materials: ® Toxic materials shall not be stored. within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shallbe protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail 0 submitted for approval. 10. Tree Walls: ® When the ground level must below" within the dripline a tree to be saved, a once wall shall be provided; and a construction detail submitted for approval. L 11. Trenchme and Tunneling: ® When trenching is requited tlidr`7rlthe limits of clearing, it shall be done as faraway from the .trunks; of trees as possible. Tunneling.. under alarge tree shill be cons'�rt�er�av�t� v�awghtehnei�anticipated thatgxess�y]t8n�htn umRd�feeder rBOTs: 12. Cleanup- ® PMTeclivq'fncmg ®call §e the, J _ 13. Damaged Trees: NO®: IT-ISaged gees hall be ERSdRESP-O X �n futt tionm other a_ r _ tly-a hT"s m t_' g mined �N51B .['fY TO CON PER WITH THE CONTRACT OBZlIY TREE COti7� REQUIREMENTS. 09/08/2021 CONTRACT PURCHASER SIGNATURE (DATE) 5/l/06 Page 1 of 1 TREE PRESERVATION AREA, 3,203 SF -ON SENTRY" TYP. 58A2-20A ITHOUT FRIES )O LLC 92, PG. 686 21, PG.218 68, PG.151 1 COMMERCIAL =FICE BLDG. SD INLET/W GRATE 0 0 0 TOP=515.15 0 ° INV. IN=513.45'4"PVC O ° 'CONNECTION UNKNOWN 0 ° INV. OUT=511.60'24"CMP ° ° ° 0 0 0 O 0 0 0 A O ° O O ° 0 ° o ° EXTENTS OF 100-YEAR FLOODPLAIN n 0 z z SCALE 1 "=20' 0 20' 40' CLINT NV. cy� u/7S FFLET s� A r Lic. N 54300 sO09-14-2021 ;&.1011 AL �.N.�� M E o D U N � N C > E v E w <wvE Q LL 3 L C)L O O W L M d_j U00 Z ^'tom O InInw a(A H F H a Z Z Z (.7W mM Z_F a+V �-+ w w w 3 0 x in N oa ?a 0 000 Ln i v ry Z > O Fv »> rn > 000 aDN LU U U U M lY a � � H- AM DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1" = 20' qz J LLI z z V/ 0 a'a J z a L~L0Q LU 0Y ,U,^^ V / LLI a 2 w m J z Oaf ce I --I JOB NO. 42932 SHEET NO. L1.0 0 d 0 3 a. D a0 O 0 �z 20 0 c m .- a m D V 0 O c �m (7 3rn z„ 0 � a �8 2 6 `� 5 �E 2 '§ a din 2 Y X C 0.0 016 �E= 12 tl 0 E� 86 06 a c CU 10M a 0 �0 m e m c a o c 0 m nE F E L 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O O 0 O O ° O O O 0 O 0 0 O 0 0 O 0 0 0 O ° ° o NOTES: LIGHTING CALCULATION COMPLETED USING LLF OF 1.0 POLES TO BE SELUX #AT64-16'-BK (FACTORING IN 2' BASE) EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE LUMENS SHALL BE FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ON HALF FOOTCANDLE. ALL WALL FIXTURES TO BE DOWN -LIGHT ONLY FIXTURES Luminaire Schedule Symbol Qty Label Lum. Lumens MANUFAC. Arrangement Description SH ♦ 1 SR 11030 SELUX SINGLE AST2-R4-1-5G1400-30-18-BK-UNV-HS (18' MH) Be 7 B 1156 SELUX SINGLE IBL-3.5-2Q180-30-BK-UNV SO 1 S 11030 SELUX SINGLE AST2-R4-1-5G1400-30-18'-BK-UNV (18' MH) D� 12 D 2260 SELUX SINGLE LEDWALL-A-BK (8' MH) 24"HDPE 0 lNV=53713 I\ FZOAD C&ORAIM6 AI A 1 1 _I ASA 1 1 0 ' b.o b.0 b.0 b.0 �H 1 B ID �� to �.o b.o b.0 b.0 b.0 b.0 b.0 b.0 b.0 24"HDPE 8 b.0 Jo b.0 '0.o b.o '0.o b.l b.l b.l o ° 1 o O O O O° 0 0° O 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 101 0 0 0 0 0 O O O O O°°°° 0 0 0 0 0 0 0 bi.o b.A b.l b.l b _ b.60.ktLlz ' 0 Pul 0.0 MHO 0.0 0.0 �,.�b.0 b. CONC. BLOCK 0.0 .0 z -0. ABUTMENT 0.0 0 t. .0 D 1. •� 1 1 1 1 9r� \�\� _ i 1 •. i:•f�. i1 iA7I� 1 1 1 1 1 � 91VY9 `.9'4 .5 b.9 +2 .3 '1.2 b . b . 0. 3L 1 'z . 6 '1 . 4 ' �70 . 3 b . 4SAN .0.9 O o O ° ° V O °° o O 00 0 24" CMP W/BROKEN ° O 0 ° 0 0 ° HEADWALL °00 0 .o° INV511.07' 0 ,CpVpF ,,,,TH �44 t/'I \� ''•• CLINT W. z ud?S FFLET s A Lic. N 54380 4r f 09-14-2021 �, % SiONAL M E O 0 U N � N C > E v E w E w v Q o 3 / LL w 0 m 0 W L M d_j U00 O 00 d> p N �Z+ H F H 0 0 O 0.0 (/I N r O°° + 0.0° ° ° ° C7 LU i4r W W W ° o ° ° o 30 (=x N E i E +o.o ° ° A o o 0UUU 0 0 ° 0°° 0 0° a= (n S N Z 0 O ° ° Fvav _ »> YN > 000 LU 000 M LU 0.0 w � H- TMP 58A2-21 0 •0 SR&DRLLC D.B. 1597, PG. 226 0 D.B. 231, PG.585 D. B. 130, PG.109 ZONING: C1 COMMERCIAL b PRESENT USE: SERVICE 0 REPAIR GARAGE 0.0 0 r 58A2-20A ITHOUT FRIES )O LLC 92, PG. 686 21, PG.218 68, PG.151 1 COMMERCIAL =FICE BLDG. 0 SD INLETAW GRATE 0 0 TOP=515.15 ° 0 INV. IN=513.45'4"PVC O ° 'CONNECTION UNKNOWN o ° INV. OUT=511.60'24"CMP o 0 ° 0 0 0 O 0 0 0 A O ° O O ° 0 ° o ° SCALE 1 "=20' 0 20' 40' .v-I N ti W MtO(n 000 N N ON DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1" = 20' z Q J �. i z ~<< J < U z > � z LL°w w �I LL Q O wLLJ m �-- �JO Oa I H� JOB NO. 42932 SHEET NO. E1.0 0 3 a. D a0 o o no 1N 20 o� c �w a c m m D_ V 0 O c (D � 3 Z z„ 0 � a F d `o« 5 �« Q .§ n d m 2 Y XN X CO 0 .- 016 O M 0 c Eo 0� o � a c We 10 a 0 e m� o c � m nE E F_ L Date: Customer: seLux S2�UX Inula Bollard LED $@�UX seLux Date: Customer: A Se�UX Project: IVY PROPER Project: IVY PROPER Model Watts Delivered lament LED lumelu CRI Color or Voltage IBL Type: B Qty: Type: SH Qty: LEDWALL-A 29W 21001m 22601m 90 3000K 120V-277V III Bollard LED Astro 1 & 2 Specifications The LED board is sealed with a Finish clear tempered glass lens to ensure Cylindrical housing made of extruded weatherproof operation BK Block - 7'/•" aluminum (200mm) Baked powder paint coat for a highly SG Silvergrey Fixture canopy made of die-cast aluminum durable finish O WH White Thomas Harris & Co., Inc. LED module mounted on an aluminum Integrated dimmable driver 8505 Bell Creek Road, Suite heat sink to maximize heat dissipation JAB certified Orderemmple Mechanicsville, VA 23116 and extend product life Cylinder comes with 3 optical options: ENERGY STAR certified LEDWALL-A-BK • Bright aluminum reflector that provides ADA compliant LEDWALL-A LED cylinder in a black finish a 45° beam spread Suitable for wet locations • Frosted glass lens to allow a wider Refer to website for dimmer compatibility Note Other Color Tand Finishes available, but beam spread Ideal operating temperature: may require MOQ's and longer lead times. AST AST2 •Die-cast aluminum cap to allow a down -20°to 40°C Please contact your DALS representative Net Weight(3516s) light only version 5-year warranty for more information. Compatible with TRIAD, ELV and Order Code: AST2 B4 1 5G1400- 30 - 18 - BK - UNV - HS 0-10 V dimmers Pole Order Code: AT64 - 16 - BIK - - T30 IBL - Order Code:Series 3.5 - 2Q180 - 30 - BK - UNV Specifications Height Finish Options IBL 1. Fixture Housing - Die cast low -copper 8. High Power Option - (not shown) 100% 5 Year Limited LED Luminaire Warranty - AST2 Series AST7 AST2 Artro1 Astra z LEDWALL-A Series IBL and low -iron aluminum fixture body provides increase in Lumen output in some physical Selux offers a 5 Year Limited Warranty to the Iowa Bollard corrosion resistance in marine environments. package. original purchaser that the Inula Bollard LED tFD luminaire shall be free from defects in material R4 Optics R1 R2 R3 R3W R4 RSR R5S RSQ 1 3,5 2. Gasketing - (not shown) Continuous gaskets 9. Light Chamber - Castings around Light and workmanship for up to five (5) years from Type i Type ll Type Ill (Wide) Type Iv (RpuV (Rectangular) Height LS 2 3 3,5 4 provide weather -proofing, dust, and insect Engine are painted with special Matte Black date of shipment. This limited warranty covers Type In Typev ype V Type Typev Typev 1 • (consult (co tact«y) 2' (ronsult factory) 3.5' 2.9 3' 3.5' 4' control between castings. light absorbing powder coat paint. Meets International Dark -Sky Association (IDA) the LED driver and LED array when installed and operated according to Selux instructions. For 1 Mounting 1A 2 W 3. LED Light Engine - (not shown) High requirements B0, U0, and GO BUG ratings at details, see "Selux Terms and Condition of Sale." Single Single Arm Mount Double Arm Wall Mount Mount 2Q180 Light Engine iQ0 2Q90 2Q90MU 2Q180 3Q 4QS 4QD e°x°6 °^w°°°� efficiency LED light engine equipped with 2700K and 3000K OCT. z6fti 14.i Wr561m 14.1W/8541m 14.1W/11561m 20.SWn6891m 2L2WR246km 272wrzz461m N.awsalmwith EM brand -name LEDs, available in 2700K, 300oK, Listings and Ratings: Tested to NRTL Wet 5G1400 Light Engine SG350 SG530 9 g SG700 5G7050 5G7400 'mxam Rlaatm,usmot3saoKccr (mmunaormit 4000K, 5000K OCT tolerance within a 3-step 10. Low -Temperature Emergency Battery Location and IESNA LM-79-08 standards. 37W/34441m 49Wi50471m 6 IWS 361m 95W/87401nn 112IWfIO3OI- - 30 OCT AM2 272 302_ 40 50 °1MAaprame MacAdams ellipse, and Amber OCT. Suitable Pack Option - (not shown) Provide 90 minutes LED tested to LM-80 standards. Amber 27aaK 3oa0K 4a0aK SaaaK rorotha,Mpleaxarault terry for max ambient temperatures up to 45°C. Of constant -power egress lighting when 30 CCT 27' 1 301 1 40 �z7aaxam3aogK lotaPpm ea 1 external power is lost. -201 to+55'C ambient Luminaire tested to ]KID standard, IDA 2700K Lo 4000K 'ForotlwCCrpleasecwuukfaaary 11-3/4' BK Finish WH White BK Blvck BL Semi -Matte Black BZ Silly Bronco Silver SP Specify premium Color 4. Optics - (not shown) Proprietary vandal and UV resistant ntween quadrprovides optimal light blending between quadrants. temperature operation. Exterior Luminaire Finish - Selux utilizes a Approved and Lighting Facts Certified. Luminaire and LED tested at 25°C (77°F) 1B Power Cord Length 8 10 B' 10' 12 14 12' 14' 16 18 XX fib' 18' XX' '�9' ' Far l mourning use the pole might 2'. RxKrx2manuguxmepdehdghlw' UNV high quality Polyester Powder Coating, All Selux ambient temperature. _ voltage UNV 1zo-n7v 120 t2ov 208 208208V 240 277 24 0 277 347° 480° 347v 48080V •warty Hour 'Requlrecstepr wnsfom.r, eg S. Surge Protector- (not shown) Designed to luminaires and poles are finished in our Tiger BK Finish WH BK White Black BL BZ semi Broom SV SP* SRver Specify Color ' fwaody protect luminaire from electrical surge (20kA). Drylac certified facility and undergo a five Visit selux,us for our LED End of Life -Matte Premium stage intensive pretreatment process where recycling policy. Black 1 -3-3/4•- �3.95"� Options DM Dimming HL3W,10'2 HI-Io REC5'6.16 GFCI REC2°'a'6 REC3°'°'u GFO Use& REC4°,0.16 EMIII USB& Emergency °on-znva^N 'ONOny 6.Hi-Lo SwitchingOption not shown P ( ) Controlled switching between 100% and 30% product is thoroughly cleaned, hoe hated and g Y P p sealed. Selux powder coated products provide UNV voltage DNy 120 120-277V 120V 240 277 240V 27N a 2s 3474 48D 34N 480V nNo[avabNerMbHW s5tepdawntmafarmw midNwiM �4-9/16'» (04W) Switching 1001 Receptacle with weather- Receptacle Duplex with Receptode Duplex Batary Pock fieceptade -sac wet aro°ableHzvne;gm wocwao3 Ibeat2mv. power. See wiring diagrams for additional excellent salt and humidity resistance as well sa3w as sBxTo lgmwglnes. proof cover padlockable with with 'Nit avonablewlMa details. as ultraviolet resistance for color retention. All — In-mmoorer weather- praofcover weatherproof °17Nw277Vony ^14at ant opdon products are tested in accordance with test PI Lpn,"05 HPa podlockable muse cover mdbbbwM 'Natea;bb ietwew 7. Low Power Option - (not shown) 60% specifications for coatings from ASTM and PCl. HS a s,a °.6 4 4 9 •ASfI Photocell town Power High 9 °Nm°°°°mLv4mw°p°m decrease in Lumen output in same physical P P Y Options DM HL30 Dimming Hi-Lo HL50 ROR HI-Lo Futures ROL HS TIL TLRP Rotate House Side 7-pin NEM4 Twist Lock and y 'IMV,24N27Nony Voodoo version w+maw4ad.wvM Fcar LPoptron erbtavaibdewkM1 package. Standard exterior colors are White (WH), (o-lov) switching Switching Optics optics sham 08o°) socket Photocell •HLor oM any cannmd.mmnb.e. Decreases Ugnt Output Increases Light Output Hl30 or HPaptlpm °farxY 2axxand xaple°se Black (BK), Semi -Matte Black (BL), Bronze (B2), Low, output 30% Low output Right (90°) 1ek (90°) 'aly available wrtn l2oRw2w127N. Consuhh<taryfw2p3/}4I/4BN by 60% by t00% moukiacmn "s.. and Silver (SV). Selux premium colors (SP)are REC° RE REC2° REC38 REC48 °(Groun•oultChmetdNdGFa pogesfa,demns available, please specify from your Selux color 120v ISAGFCIproticted 12OV15AGFCI protected 120VISAduplansiceptade 12W1S4duplexreceptacle prourchadecephad(Gu°°d Festriaelntwupfw�d -- Selection guide. duplexreceptacle. duplexreceptide. with use charge paints, with USB charge points. RK and REUreauire eHernalGFa Product Modifications A novels With weather-proof cover. With lockable wevefwr-proofwver. With weadler-proof rover. With lockable weather-proof rover. p,°tatted p,mchmcu;,a, °Type I, II, III,aMNmy Pleaae rya mae;ntaua reP"in ,nmss ror,elew byraaory: 7 Motion Server I`;a bnidI Thomas Harris & Co., Inc. Sno.,iave 8505 Bell Creek Road, Slate B 16 Will- =C & FIN15HDater I K10 ® ,py6 �, 22� Mechanicsville, VA 23116 sea P F Boo -sable, Poe 1 9 Selux Cor oratl°na2021 T845-854-1400 800-735-8927 F845-839-1401 www.miux.us p Po e2of8 9 P 800 F Cor ong ion 02d10 Tthe .aewit Feel . Famrltlols r..mA continuing In°cominuin effort to offerthe product possible, we reserve ffieri right to cnan a witlwut effortto o erthe best prod is reservethe right change wi P naam s cHimdon or materials snot in ouro in will not Rev. 04f2021 ( wl) in continuing effort to offer the best rotlua possible, we reserve the 9 P p9 rightto change, wxnout notme,a edRcatlons or materials that In ouro P (Nov.R021 opinion will not ) P In effort In a c the right to offer best redact possible, we reserve the right sable, e r best product reserve t change witlwut notice, s cifimeon or materials ffiot in ouro in will Rev.1U2020 (ASTSSv1.B other the function of ffie product. tiara sheetsfound at wwwseW .usare ffie mart remmverdon ondw de all axed or electranicverdon. P Specification Perm printed IBLsz v3.6 alter thefun<tlon of the protlutt.SPodBcaaon aheata found most recent versions supercetle all printed or electronic versions. IBLx v3.6 alter the function of ffie praduct8 dimtian sneetsfaund at wwwseW .usarcffie mart recent ondw rmde all other axed or electranicversionx pet" Pe printed Date: Customer: y se seLUX Astral y seLUX se Astral Q y seLux Astro �+Q , ry se�ux Project: IVY PROPER AST1/AST2-XX Pole Motion Sensor A5T1/AST2-XX Type: S Qty: The Selux outdoor rated sensor Incorporates Passive Infrared (PIR) Technology for motion sensing and also includes a built in photocell. Designed to mount a single gang faceplate on to a AST 1 pole7mlumn, the FSP-211 utilizes 100% Digital Passive Infrared (MR) Technology that is tuned for walking sire tasks while preventing false tripping from the environment. AST 1 AST 2 AST 2 Asir 1 & 2 023'A"(590mm) 0231/1(590mm) 13' 1. Or tar) 23 "A." 601mm Series Optics Hand Hole Orientation Voltage M3 1 2]0°wverage- 00 UNV Single Sensor 0° Clockwise from handhole 020-277V) Merlon Sensor 09 347 90° Clockwise from handhole (347V*) 1s 480 180° Clockwise from handhole (480V*) *Consult facory for 22 170a Clockwise from handhole 34T and 480V 023'/ "1590mm) On WITS 0mm) 23'/e^ (606mm) 23 y„r 601mm' 03'•/d' 03 n/d' 03'Vd' 03 oA:' -Oaom 000mm) -� Factory Defaults: -ttsemmr� Street Street Vi ime Delay: 5 minutes Stress Street Si AST 1 AST 2 [304.8mm] (Cutoff: 1 hour Sensitivity: Maximum Ramp Up Time: Disabled Order Code: AST2 1 - 5G1400- 30 - 18 - BK - UNV - - B4— - Specifications Specifications Photo Cell: Disabled Pole Order Code: AT64 - - T30 1r� BK 1. Luminaire Cover - Die-cast aluminum cover 7. Power Cord - not shown Pre -installed at 5 Year Limited LED Luminaire Warrant - ( ) YProgramming:Y -Consult-F Y Y 1. Luminaire Cover - Die-cast aluminum cover 7. Power Cord - not shown Pre -installed at 5 Year Limited LED Luminaire Warrant - ( ) Series Finish Options Height 9 Pt made from low -copper olio designed to ensure factory. specify power cord length in ac- Selux offers a 5 Year Limited Warrant to themade PP P Y 9 Y Y• 9 Y P from low -copper olio designed to ensure factory. specify power cord length in ac- Selux offers a 5 Year Limited Warrant to the Y P Y P 9 PP Y• 9 Y AST2 series A5T1 AST2 optimal thermal management for extra Ion life cordance to height of the ale. Add two 2 feet original urchaser that the Tri o LED luminaire P 9 9 9 P OP 9 optimal thermal management for extra Ion I'rfe cordance to height of the ale. Add two 2 feet original urchaser that the Tri o LED luminaire P 9 9 9 P OP 9 Asto 1 Astro2 of LED light engine. to power cord length for single mount and four shall be free from defects in material and General Pole of LED light engine. to power cord length for single mount and four shall be free from defects in material and 4 feet for double arm mount. workmanship for u to five 5 ears from date () P P () Y brewing For 4 feet for double arm mount. workmanship for u to five 5 ears from date () P P () Y R4 R1 R2 R3 R4 R51t R55 RSQ 2. LED Array - (not shown) High flux LEDs of shipment. This limited warranty covers the Example Only 2. LED Array - (not shown) High flux LEDs of shipment. This limited warranty covers the Optics Type Type a type III (Wide) Type 1v (Round) (Square) (Rectangular) rw mounted to PC boards and attached to alumi- Exterior Luminaire Finish - Selux utilizes a LED driver and LED array when installed and mounted to PC boards and attached to alumi- Exterior Luminaire Finish - Selux utilizes a LED driver and LED array when installed and T III T V T V T V YPs Type Type Type nun heat sink for maximum LED performance high unlit Polyester Powder Coating. Selux operated according to Selux instructions. For P 9 quality Y 9 P 9 nun heat sink for maximum LED performance high unlit Polyester Powder Coating. Selux operated according to Selux instructions. For P 9 quality Y 9 P 9 and life. CCT tolerance'/4-ste binning for luminaires and poles are finished in our Tiger details see "Selux Terms and Condition of Sale." P 9 P 9 � and life. CCT tolerance binning for luminaires and poles are finished in our Tiger details see "Selux Terms and Condition of Sale." P 9 P 9 1 Mounting 1 1A 2 W 2700K, 3000K, and 4000K. CRI minimum 80. Drylac certified facility and undergo a five 2700K, 3000K, and 4000K. CRI minimum 80. Drylac certified facility and undergo a five single Ann Double Arm wall Meant Complete light engine can be removed easily stage intensive pretreatment process where Listings and Ratings: Luminaire and LED tested Complete light engine can be removed easily stage intensive pretreatment process where Listings and Ratings: Luminaire and LED tested Mount Mount for future upgrade. LED light engine provides a product is thoroughly cleaned has hated and to IP66 and IESNA LM-79-08 standards. LED P9 9 9 P P 9 Y r P P Overall for future upgrade. LED light engine provides a product is thoroughly cleaned has hated and to IP66 and IESNA LM-79-08 standards. LED P9 9 9 P P 9 Y , P P SG1400 5G350 5G530 5W/655 SG7050 5G1400 'Baud reported lumen maintenance of 93%at 50 000 sealed. Selux powder coated products provide tested to LM-80 standards. Luminaire and LED P P P P Pale reported lumen maintenance of 93%at 50 000 sealed. Selux powder coated products provide tested to LM-80 standards. Luminaire and LED Po P P P Light Engine 32wi34441m 49wiso4nm 64wi63361m 95W787401m coca/no3olm an Rld°sttlbutlanot3808KCCi hours. L70 calculated greater than 100,000 excellent salt and humidity resistance as well tested at 25°C ambient temperature. _ _ _ - Height _ _ - _ - hours L70 calculated greater than 100,000 excellent salt and humidity resistance as well tested at 25°C ambient temperature. hours. as ultraviolet resistance for color retention. All hours. as ultraviolet resistance for color retention. All 30 27 30 40 OCT �27oaKnawo0KlWa products ore tested in accordance with test Luminaire suitable for ambient temperatures products are tested in accordance with test Luminaire suitable for ambient temperatures z7ooK 4000K pp rwa '(arodwr Ctr lame areukkaa P ry 3. LED Optics - Technical Optics R1 R2 R3 specifications for coatings from ASTM and PCI. of 45°C. Minimum operating temperature of ( 9 P P P P 9 P 3. LED Optics - Technical Optics R1 R2 R3 specifications for coatings from ASTM and PCI. of 45°C. Minimum operating temperature of P P ( r P 9 P 9 P R3W R4 R55 R50 and RSR use Selux signature Standard exterior colors are White WH Black luminaire at -40°C -40°F . 9 R3W R4 R55 RSO and RSR use Selux signature Standard exterior colors are While WH Black luminaire at -40•C -40•F . 9 18 Power Cord 8 10 12 14 16 18 XX 'fort mounting uxme polendgm a. light pattern acrylic lens holderto secure (BK), Semi -Matte Block (BL), Bronze (BZ), light pattern acrylic lens holder to secure (BK), Semi -Matte Black (BL), Bronze (BZ), Length 8' 10, 12' 14' 16 18' XX' 20 FortAw2 maunnrg uxdwpele nsem w' proprietary silicone optics. Internal micro house and Silver (SV). Selux premium colors (SP) are NRTL Listed (i.e. UL, CSA) proprietary silicone optics. Internal micro house and Silver (SV). Selux premium colors (SP) are NRTL Listed (i.e. UL, CSA) side shield available for distributions types I, 11, III available, please specify from your Selux color side shield available for distributions types I, II, III available, please specify from your Selux color El Finish WH BL BZ SV SP- •ausrommbsareow/b6k & IV. Clear glass lens seals optical area to IP66, selection guide. Visit selux.us for our LED End of Life & IV. Clear glass lens seals optical area to IP66, selection guide. Visit selux.us for our LED End of Life Whit< Semi -Matte Brame Silver Specify Premium ColorSeC°^n'kfiictoa" recycling policy. Sensor angular orienta0on from hand hole 0° 90° increments clockwise around pole (Type 00, 09, 18, 27 ) recycling policy. Block 4. LED Driver -LEDs are driven by RoHS 4. LED Driver -LEDs are driven by RoHS ifs sNMwaibmewitn HLxx 1 UNV Voltage UNV 120 240 277 3472'° 480 °piton compliant constant current programmable LED For Bu American eon lianee on ales, lease Y P P P T 09 90° Type ( ) compliant constant current programmable LED For Buy American compliance on ales, lease Y P P P ,I}n0-227V 120V 240V 277 347V 480V 'Rapd.irtmmrfamorproddadvnlh driver. Driver includes 0-10V dimming to 10%, consult the factory. driver. Driver includes 0-10V dimming to 10%, consult the factory. sDiwomwsw lomeng ass. meetsthe requirements of IP66. Driver assembly meetsthe requirements of IP66. Driver assembly located inside the head. located inside the head. S. Pole Fitter - Self -leveling, die-cast low- 5. Pole Fitter - Self -leveling, die-cast low - Options DM- HL30°'6 HL505.6 ROR4 ROL4 HS9 TLR TLRP '�1°^b copper aluminum alloy, fitter base secured to copper aluminum alloy, fitter base secured to Dimming Hi-Lo Hi-Lo Rotate Rotate House Side 7-pin hill Twist lock '12N,MW,Zroonly 0-10V Switching Switching O i O Shield 180° socket Photocell •HLaraihb canntbecammn.a. ( ) g 9 Optics Optics ( ) y pole with six, stainless steel, Allen head set Hand Hole + Type 18 (180° pole with sin, stainless steel, Allen head set tomoutput caw, output Right (909) Lek (9o°) 'onyam;bblewan 12m23o7anmrv. screws. Fitter for 3"(76mm)O.D. poles. Type 00 (0°) Type screws. Fitter for 3"(76mm)O.D. poles. 30% 50% eeanonefbrl0floon8N REC° REC26 REC38 REC46 °Ser PageaultarcuftimadGfa6. (Gmu°d Pouharattln[errup[iaN to PTOteatlen-(lecrica 6. Surge Protection - (not shown) Designed to 12W 15A GFCI protected 120V15AGFGprotercted 120V1SAduplexreceptade 12M15Adupiexreceptade receparces duplex receptacleu duplex receptacle. with USB charge paints. with USBchargepoims. Rp6�3a ERBA rsommalGm protect luminaire from electrical surge (20kA). protect l is surge protect luminaire from electrical surge (20kA). With weather-proof cover. With lodable Wkh weather-proof rover. Wind lockable poexa ,bran, oor, weaMen roof cover. weather-proof cover. •Type1,11,llkord Manly Mti Mohan Senor roerocals "'I Thomas Harris & Co., Inc. Type: 7 270° ( ) Siox,a(Hexarh3far 8505 Bell Creek Road, Suite B ® � 1P66 Allp ® Mechanicsville, VA 23116 Iff Selux Corporation 02020, T B45-834-1400, 800-735-8927, FBwS-834-iwm, www.selux.ae Pageiofl2 Sell Corporation 02020, T aws-a34-mo, 800-755-8917, FB/S-83/-1401, ewerselurium Page2af12 Selux Corporatlon02020,Taws-e3w-14W, $00-735-8927, F845-834-1401, wrom selax.us Poge3aft2 Sell Corporation 02020, TBw5-83/-1400, 80o-735-892y F8w5-834-1401, wwworem.us Page2af12 In a mminuing spot to offer the best product passible, we reserve the right to change, without notice, specification or mormnals that in our opinion will not (Rev. 12C2o20) In a continuing effort to offer the best product possible, we reserve the III to change, without notice, spedflmtions or materials Mat in our opinion will not (Rev. 1212020) In a continuing effort to offer the best product possible, wereserve me rOhtto change, withoutnotice, apedfleaaons or.,loss than, in our opinion will not (Nov. 12I2020) In a continuing start to offer the best product possible, we reserve the right to than pau gm notice,specificationsandstiensornwtoner Mate our optronicwill not =020) alter the function of the product. Specification sheets found at wwwselux.us are the most mcem versions and aupercede all other printed or electnnic versions. AST_SS vl.B alter the function of the product Specification aheate found at wwwselux.us are the mostrecem versions am supersede all other primed or elactronle versions. AST_55 v1.8 alter the function of the product Spe<Iflcatlon zneea found at wwwseW..usare the most recent versions am aupercede all other printed or electronic versions. Asir SS v1.8 u most ram alter the function of the product Spe<Iflwtlon sheetsfouha at wwwsNux.ua am the most recent versions and aupercede all other printed or electronic versions. Asir SS v1.8 ,'��Cpl_TNis �j� -it; �' sell, CLINT W. 2Z is u/7 S FFLET s A e Lic. N 543110 4C f 09-14-2021 �14r;: sO_ S.1011AL ilk. 6is M E O O N ry C > E W a E i Lu N v 3 Q a o 3 p U. — wO `6 ^H J U 000 W J — °n d 7 p N (7(ANV W 3 _J !n it LL Q . U-) _ N =v>Un ~ 17 0 at 00 � M a � � H no O ce f f Z 111 n W W W IX W OOO Cl U U U Z rr .. OOO w U U U 77f N ti W I Tp OT QOOO I I I N N UN DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1" = 20' z Q W Un Q W Hssel Lri z LU J > (n z } losses! z LL_ o U W J ( V oc Q z w m II—�I 1_ Oarn _J V I..1. losessel losessel L H JOB NO. 42932 SHEET NO. E2e 0 3 RAILROAD TRACKS G& O O 0 ° o ° oO p RANI-RpA��N X536.2' °°° 0/1 0 gRANo/Ood . 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SAN PROPOSED PARKING LOT \ \ \ \ \ I � -\ ------ - - - -- -- - - -- \ X521.5' - - - - _ \ '\ ii \528 I <521.5 -- _-- 521 523-- _ X 520.3' \ \ 540 530 520 510 500 00+00 LD/NG / \-\- - - \ \ / \ \ \-\, \ \ \ \ / / X 521 PLAN - IVY PROPER RETAINING WALLS SCALE: 1 " = 150' Ae�wi 00+50 r 1\Vr VJLV VI\/lVL fl I BOTTOM OF WALL 01 +00 STATION (FT) ELEVATION - WALL & 2 COMBINED PROJECTION j 01 +50 Lm Z O a u U (n w Z O Ln w cle DATE 0810912021 DRAWN BY GJK DESIGNED BY GJK CHECKED BY BLW SCALE AS NOTED 00+50 r 1\Vr VJLV VI\/lVL fl I BOTTOM OF WALL 01 +00 STATION (FT) ELEVATION - WALL & 2 COMBINED PROJECTION j 01 +50 Lm Z O a u U (n w Z O Ln w cle DATE 0810912021 DRAWN BY GJK DESIGNED BY GJK CHECKED BY BLW SCALE AS NOTED f V 0)Q z •c: W f (•1 1 W O LU J Q L N < a CLEF• LU�\ J O Q L I JOB NO. 42932 SHEET NO. S-1 SCALE: 1 " = 100' D N p N U M � N C >E am W � E STEEL PILE 3 a w u 3 p U < U. a 0 z w o W O 132.50 BENDPRECAST TONGUE Lu o 550 &GROOVE LAGGING � x a j,. V Ln 2 O z ^ TOP OF PROPOSED WALL _ 0 BENT PLATE 04 w 540 m cle z WEEPHOLES o .. PRECAST a Q ° THREADED INSERT F- > 530 � � � �' ui w a J PROPOSED GRADE AT _ W BOTTOM OF WALL n . 520 D H 0 > w w w > 2 Q 510 a . z 0 00+00 00+50 01 +00 .: Ln DATE 0810912021 0 DRAWN BY GJK 2 DETAIL - PILE AND LAGGING DETAIL AT BEND •� DESIGNED BY STATION (FT) • GKE SCALE.' 1 " = 2O' JK CHECKED BY • BLW WALL 1 PROFILE • SCALE • AS NOTED RAILROAD 132.50 BEND 137.50 BEND PROPERTY LINE 540 c, ^ Mg TOP OF PROPOSED WALL PROPOSED GRADE LL WEEPHOLES 530 — — I I=III= WALL1 j 520 "/��i�� wain -III-1T- fu W PROPOSED GRADE —i _ W 510 PROPOSED GRADE AT ..• / ` / 01 Q J `SPA. @ 5'-2" (TYP.) BOTTOM OF WALL EXISTING GRADE / Ii —J g 2 z a SPA @ 6,-O" (TYP.) o CD SPA. @ 6'-O" (TYP.) i w 500 > —� 0 00+00 00+50 01 +00 01 +50 1=1 1=1 1=1 1=_I I' Q -Illill�l—I�II� III O —I I— L a U 5_6„+ w O < STATION (FT) L v I WALL 2 PROFILE 0 >% 4' C41EVATION - WALL 1 & 2 PROJECTION LE: 150' 3 SECTION - TIERED SOLDIER PILE WALL SCALE: 1" = 50' JOB No. 42932 SHEET NO. S-2 GENERAL NOTES: THESE PLANS ARE PROVIDED FOR GENERAL DESIGN AND CONSTRUCTION PURPOSES ONLY. THE ARCHITECT DOES NOT WARRANT ANY MATERIAL, DESIGN DETAILS, COSTS, CONSTRUCTION METHODS, EQUIPMENT, HARDWARE, ETC. WHETHER IMPLIED OR EXPLCITLY NOTED ON THE DRAWINGS. THE INFORMATION CONTAINED IN THIS PLAN IS INTENDED TO SHOW DESIGN INTENT ONLY, AND BASIC FRAMING. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO USE STANDARD INDUSTRY APPROVED CONSTRUCTION PRACTICES THAT WILL INSURE A SAFE, STRUCTURALLY SOUND AND WATERPROOF STRUCTURE. THIS STRUCTURE WILL BE BUILT TO COMPLY WITH OR EXCEED THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) AND/OR THE LOCALLY APPROVED BUILDING CODE. ALL CODES SHALL HAVE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED ON THIS PLAN WHERE SAME ARE AT VARIANCE. THE CONTRACTOR IS RESPONSIBLE FOR CAREFULLY AND THOROUGHLY REVIEWING ALL DRAWINGS AND SPECIFICATIONS BEFORE BEGINNING ANY WORK OR ORDERING ANY MATERIALS. ANY DISCREPANCIES IN THE DRAWINGS SHOULD IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. BEFORE SUBMITTING PROPOSALS, BIDDERS SHALL CAREFULLY EXAMINE THE DRAWINGS, INSPECT THE SITE AND ACQUAINT THEMSELVES WITH ALL GOVERNING ORDINANCES, LAWS, ETC. AND OTHERWISE FAMILIARIZE THEMSELVES WITH ALL MATTERS WHICH MAY AFFECT PERFORMANCE OF THE WORK. THE ACT OF SUBMITTING A PROPOSAL SHALL BE CONSIDERED AS MEANING THAT THE BIDDER HAS SO FAMILIARIZED HIMSELF AND THEREFORE NO CONCESSION WILL BE GRANTED BECAUSE OF ANY CLAIM OF MISUNDERSTANDING OR LACK OF INFORMATION. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: A. THESE GENERAL NOTES, UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. B. ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES, ORDINANCES AND REGULATIONS. 1. OWNER'S RESPONSIBILITY PRIOR TO CONSTRUCTION THE OWNER WILL DETERMINE THAT THIS PLAN MEETS THE OWNERS NEEDS AND DESIGN EXPECTATIONS - ANY DESIGN QUESTIONS SHOULD BE DIRECTED TO THE ARCHITECT/DESIGNER FOR CLARIFICATION OR CORRECTION. 2. DIMENSIONS & ERRORS: THE GENERAL CONTRACTOR AND OWNER WILL BECOME FAMILIAR WITH ALL DESIGN ASPECTS OF THESE PLANS. ANY QUESTIONS WILL BE CLARIFIED BY THE ARCHITECT/DESIGNER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON -SITE AND IS RESPONSIBLE FOR ERRORS NOT REPORTED TO THE ARCHITECT/DESIGNER FOR ADJUSTMENT. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE TO THE ROUGH UNLESS NOTED OTHERWISE. 3. MODIFICATIONS: ANY CHANGES TO THE PLAN ARE TO BE MADE BY A QUALIFIED PROFESSIONAL ARCHITECT. THE ORIGINAL DESIGNER WILL NOT BE RESPONSIBLE FOR MODIFICATIONS MADE TO THIS PLAN UNLESS PERFORMED BY THE ORIGINAL DESIGNER. 4. CHANGE ORDERS: ALL CHANGES TO THE CONSTRUCTION AND DESIGN OF THIS PLAN WILL BE DONE WITH WRITTEN CHANGE ORDERS SIGNED BY THE OWNER, ARCHITECT AND GENERAL CONTRACTOR. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY COSTS TO ADJUST CHANGES MADE TO THE CONSTRUCTION THAT ARE NOT APPROVED BY A WRITTEN CHANGE ORDER. 5. DETAILS: ALL IMPORTANT DESIGN DETAILS SHALL BE FOLLOWED AS ON THE PLANS. ANY DESIGN CHANGES WILL BE ACCOMPANIED WITH SUBSTITUTE DRAWINGS PROVIDED BY THE CONTRACTOR (IN COORDINATION WITH THE ARCHITECT) FOR THE OWNER'S APPROVAL. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL EXPENSES TO ADJUST UNAUTHORIZED CHANGES TO THE ORIGINAL DESIGN DETAILS. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THORUGHOUT THE PROJECT UNLESS OTHERWISE NOTED OR SHOWN. 6. FLOOR ELEVATIONS: PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR WILL STAKE OUT ON THE LOT - THE FOOTPRINT, PARKING, AND FIRST FLOOR ELEVATION FOR THE OWNERS APPROVAL. THIS WILL BE ACCOMPANIED WITH SITE PLAN APPROVED IN WRITING BY THE OWNER. 7. OWNERS APPROVAL: ALL MATERIAL FINISH AND COLOR SELECTIONS SHALL BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. ROOFING, EXTERIOR FINISHES (BRICK, SIDING, STUCCO, METAL, ETC.) AND WINDOW SAMPLES WILL BE PROVIDED TO THE OWNER FOR APPROVAL BEFORE ORDERING. 8. SQUARE FOOTAGE CALCULATIONS: THE ACTUAL SQUARE FOOTAGE IS CALCULATED AS THE GROSS SQUARE FOOTAGE. THIS DOES NOT INCLUDE PORCHES AND OPEN AIR BREEZEWAYS. 9. OMISSIONS: IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODOLOGY, THE CONTRACTOR SHALL BE BOUND TO PERFORM WORK IN STRICT COMPLIANCE WITH MANUFACTURERS SPECIFICATIONS AND/OR RECOMMENDATIONS. IN THE EVENT CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED ELSEWHERE ON THE DRAWINGS OR AS FOUND IN OTHER FINISHED AREAS. 10. MANUFACTURED PRODUCTS: THE CONTRACTOR SHALL BE BOUND TO PERFORM WORK IN STRICT COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR RECOMMENDATIONS. ALL COMPONENTS, SYSTEMS AND ALL OTHER MANUFACTURED ARTICLES, MATERIALS, COATINGS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, STORED, HANDLED, CONDITIONED, AND MAINTAINED, ETC. PER THE MANUFACTURER'S RECOMMENDATIONS. FOUNDATION AND SLAB NOTES: 1. REFER TO ATTACHED PLANS FROM DUNBAR STRUCTURAL FOR FOUNDATION DESIGN. 2. GENERAL CONTRACTOR SHALL INSPECT SITE AND EXCAVATED CONDITIONS PRIOR TO STARTING ACTUAL CONSTRUCTION. GENERAL CONTRACTOR SHALL NOTIFY THE OWNER OR P.E. OF ANY NON -TYPICAL CONDITIONS REGARDING SOILS, GROUND WATER, OR ANY OTHER ISSUE WHICH MAY REQUIRE ADDITIONAL OR SPECIAL ENGINEERING DESIGN. 3. GENERAL CONTRACTOR IS TO REVIEW THE PLANS, ELEVATIONS AND DETAILS FOR DESIRED ELEVATION OF FINISH FLOOR ABOVE TYPICAL GRADE. ADVISE THE ARCHITECT AND OWNER SHOULD ANY SITE CONDITIONS REQUIRE MODIFICATIONS TO THE DESIGN INTENT INDICATED ON PLANS, SECTIONS, OR EXTERIOR ELEVATIONS (I.E., DEVIATIONS FROM SPECIFIED EXTERIOR FRADING IN COORDINATION WITH FINISHED FLOOR SLAB ELEVATION). 4. INSTALL ALUMINUM SHEET METAL TERMITE SHIELDS CONTINUOUS BETWEEN ANY WOOD SURFACES THAT ARE EXPOSED TO CONCRETE SURFACES. 5. ALL CONCRETE WORK SHALL CONFORM TO ACI 318. ALL DETAILING, FABRICATION, ACCESSORIES AND PLACEMENT OF REINFORCING SHALL CONFORM TO THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. ANCHOR BOLTS FOR SILL PLATE ATTACHMENT TO CONFORM TO ASTM A307 OR PER STRUCTURAL DRAWINGS FROM DMWPV. 6. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS OR PER REQUIREMENTS FOUND IN THE STRUCTURAL DRAWINGS FROM DUNBAR. 7. ALL CONSTRUCTION ON FILL SOILS SHALL BE DESIGNED BY A P.E. MINIMUM SOIL PRESSURE ALLOWED IS 2000 PSF. 8. PROVIDE 18" MINMUM COVER OVER FOOTING, UNLESS LOCAL FROST DEPTH WARRANTS A GREATER DEPTH. FOOTINGS WILL BE BELOW THE LOCAL FROST LINE. 9. INSTALL 10 MIL VAPOR BARRIER BELOW ALL FLOOR SLABS. SITE WORK GENERAL NOTES: 1. REFER TO ATTACHED PLANS FROM TIMMONS ENGINEERING FOR SCOPE OF WORK ON SITE PLAN, LANDSCAPING AND E&S. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ARCHITECT AND CIVIL ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. FRAMING NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA). 2. REFER TO ATTACHED PLANS FROM DUNBAR AND REVIEW THE STRUCTURAL DESIGN, SITE CONDITIONS, AND ALL FRAMING ELEMENTS SUCH AS JOISTS, BEAMS, GIRDERS, HEADERS, TRUSSES COLUMNS AND RAFTERS. NOTIFY ARCHITECT OF ANY DISCREPANCIES OR REQUESTS FOR CLARITY FOLLOWING REVIEW. 3. THE CONTRACTOR WILL REVIEW THE PLANS, ELEVATIONS AND DETAILS, AND ADVISE THE OWNER AND/OR ARCHITECT SHOULD ANY CONDITIONS REQUIRE MODIFICATIONS TO THE DESIGN INTENT SHOWN ON THE PLANS, SECTIONS OR EXTERIOR ELEVATIONS. 4. IF "ENGINEERED LUMBER" OR TRUSSES WILL BE USED, THEY WILL BE DESIGNED AND APPROVED BY A P.E. AND MANUFACTURED BY A TPI MEMBER. REFER TO STRUCTURAL ENGINEER'S GENERAL NOTES FOR FURTHER CLARITY AND DIRECTION. 5. INSTALL SOLID BRACING, OR EQUAL, AT ALL OUTSIDE CORNERS. 6. SHEATH ALL EXTERIOR WALLS WITH 1/2" OSB ZIP SHEATHING, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 7. PROVIDE BLOCKING OF ROOF TRUSSES PER MANUFACTURER'S SPECIFICATIONS. 8. STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 OR EQUAL, UNLESS OTHERWISE NOTED. REFER TO STRUCTURAL ENGINEER'S GENERAL NOTES FOR FURTHER CLARITY AND DIRECTION. 9. INSTALL A CONTINUOUS ALUMINUM TERMITE SHIELD BETWEEN ANY WOOD AND CONCRETE SURFACES. 10. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 11. INSTALL HURRICANE CONNECTIONS AS REQUIRED BY LOCAL CONDITIONS AND BUILDING CODES. REFER TO STRUCTURAL ENGINEER'S GENERAL NOTES FOR FURTHER CLARITY AND DIRECTION. MEP, TELECOMM./CATMECURITY NOTES: 1. MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS ARE DESIGN -BUILD. DESIGN AND INSTALLATION OF SYSTEMS SHALL BE FULLY COORDINATED WITH THE ARCHITECTURAL DRAWINGS AND OTHER TRADES. 2. ANY MECHANICAL, PLUMBING, AND ELECTRICAL FIXTURES REPRESENTED ON THE ARCHITECTURAL PLANS ARE SHOWN FOR DESIRED LOCATION, DESIGN INTENT, AND COORDINATION PURPOSES ONLY. REFER TO DESIGN -BUILD MEP DOCUMENTS FOR COMPLETE PLANS AND SPECIFICATIONS. 3. DESIGN -BUILD SUBCONTRACTOR TO THOROUGHLY AND COMPREHENSIVELY REVIEW MECHANICAL, PLUMBING, AND ELECTRICAL LAYOUT IN RELATION TO PROPOSED ARCHITECTURAL AND STRUCTURAL PLANS & SUBMIT PROPOSED DESIGN TO ARCHITECT FOR REVIEW PRIOR TO COMMENCEMENT OF WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES OR POTENTIAL CONFLICTS. 4. CONFIRM CEILING HEIGHTS PRIOR TO CEILING INSTALLATION. VERIFY CHANGES WITH ARCHITECT BEFORE PROCEEDING. 5. ALL LIGHT FIXTURES, HVAC GRILLES, SPRINKLER HEADS, SMOKE AND HEAT DETECTORS, AND OCCUPANCY SENSORS ARE TO BE CENTERED BETWEEN WALLS UNLESS NOTED OTHERWISE. 6. PROVIDE EXIT/EGRESS SIGNS AND EMERGENCY LIGHTING PER CODE. COORDINATE PROPOPSED LOCATIONS WITH ARCHITECT BEFORE INSTALLATION. 7. OUTLET AND SWITCH LOCATIONS ARE SHOWN FOR DESIGN INTENT ONLY. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODE REQUIREMENTS. 8. PROVIDE OCCUPANCY SENSORS PER ENERGY CODE, WITH MANUAL OVERRIDE. 9. PROVIDE MOTION SENSORS WHERE REQUIRED PER CODE. 10. ALL LOW VOLTAGE / COMMUNICATIONS / TELECOMM. / SECURITY SCOPE IS THE OWNER'S RESPONSIBILITY. CONTRACTOR IS TO COORDINATE WITH THE OWNER FOR LOW VOLTAGE REQUIREMENTS. THESE PLANS DO NOT CONTAIN INFORMATION ON LOW VOLTAGE SCOPE. ROOF NOTES: 1. THERE ARE TWO TYPES OF TYPICAL ROOFING SYSTEMS: 1. STANDING SEAM METAL ROOFING 2. TPO MEMBRANE ROOFING OVER RIGID INSULATION OVER ROOF SHEATHING 2. INSTALL ALL SYSTEMS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. INSTALL STANDING SEAM METAL ROOFING PER REQUIREMENTS OF THE "METAL ROOF INSTALLATION MANUAL", PUBLISHED BY THE METAL CONSTRUCTION ASSOCIATION (MCA). 4. INSTALL PREFINISHED METAL DRIP FLASHING ALONG ALL EAVES AND RAKE ENDS WITH MINIMUM 6" FLANGE ONTO ROOF SURFACE. 5. INSTALL PREFINISHED METAL FLASHING ALONG ROOF/WALL INTERSECTIONS. REFER TO ARCHITECTURAL DETAILS FOR LOCATIONS OF PRE -FINISHED METAL FLASHING, COPING CAPS, AND TRIM CALL OUTS. 6. CONFORM WTIH "SMACNA" ARCHITECTURAL SHEET METAL MANUAL, 5TH ADDITION, 1993 WITH ADDENDUM NO. 1 OCTOBER 31, 1997 FOR ALL METAL ROOFING, FLASHING AND ROOF PENETRATION SYSTEMS. Z CL O J w Lu W w ~ J �J z� w 0 w �0 � J Q w w Q 00 = I t U CONTACT: BOB PINEO TEL:434-806-8365 (E):bob@designdevelopllc.com PERMIT SET October 27, 2021 Q Oz V 1- ad Z 01.� L u Lu > Lu Q Z O L w I V > Z Q J w S m ��I.TH OF Lt .0 SUO RO GEORGE P a Lic. No. 04010 3 j CHI CS.2 GENERAL NOTES ISSUE DATE: October 27, 2021 CS02 SHEET # 24 OF 44 0! 1w l -------------------------------------------- 75'-8 EXITSEPER-,,—--------------------------------------------------- -- � � I N • 0 " 3IIL u u u '" u N%107 BUSINESS (B) El PROFESSIONAL SERVICE OFFICES " 6500 SF 100 GROSS SF PER OCCUPANT = 65 OCCUPANTS EXIT ACCESS TRAVEL DISTANCE EXIT ACCESS TRAVEL DISTANCE " ......................................................... 81 '-8" +/- ..................................................................... 81 '-8" +/- 9 rw vl M 2 LIFE SAFETY PLAN �-l1/811 = 1' Ed RYE 0 .......... i EGRESS PATH " lwl ♦•* ■ ACCESSIBLE EXIT DOORS (TYPICAL) OTHER POINTS OF DISCHARGE (NOT CONSIDERED AN "EXIT") BUILDING CODE SUMMARY: ADDRESS 58A2-14; 58A2-20 DESCRIPTION SINGLE STORY PROFESSIONAL SERVICES OFFICE BUILDING OWNER OR AUTHORIZED AGENT BUILDING MANAGEMENT CO. [ROBBY NOLL / REID MURPHY] CODE ENFORCEMENT JURISDICTION ALBEMARLE COUNTY, VIRGINIA ARCHITECT DESIGN DEVELOP, LLC. BOB PINED (LICENSE # 0401-013513) 434-806-8365 YEAR EDITION OF CODE 2018 VIRGINIA CONSTRUCTION CODE 2009 ICC A117.1 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN ZONING C-1 COMMERCIAL CONSTRUCTION TYPE TYPE VB USE BUSINESS [B] SPRINKLERS NO BUILDING HEIGHT 49.5' TOTAL BUILDING AREA 6,500 GSF DESIGN OCCUPANT LOAD 65 USE AND OCCUPANCY [CHAPTER 31 USE BUSINESS GROUP B [304.1] OFFICE, PROFESSIONAL, OR SERVICE -TYPE TRANSACTIONS (ANIMAL HOSPITALS, PROFESSIONAL SERVICE OFFICES) SPECIAL REQUIREMENTS [CHAPTER 4] NONE ALLOWABLE HEIGHT AND AREA [CHAPTER 5] TYPE OF CONSTRUCTION V-B (FOR B USE) NO SPRINKLER ALLOWABLE PROPOSED CODE REFERENCE BUILDING HEIGHT 40' 26.33' TABLE 504.3 NUMBER OF STORIES 2 1 TABLE 504.4 ALLOWABLE AREA PER FLOOR 9,000 SF 6,5000 SF TABLE 506.2 TYPES OF CONSTRUCTION [CHAPTER 61 FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS): TABLE 601 1 FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FSD: TABLE 602 BUILDING ELEMENT COLUMNS, GIRDERS, TRUSSES) INTERIOR & EXTERIOR REQUIRED I I FIRE SEPARATION DISTANCE X>10 REQUIRED (B) W5 NON -BEARING WALLS & PARTITIONS 0 HR INTERIOR & EXTERIOR DESCRIPTION OF CONSTRUCTION TYPE FLOOR CONSTRUCTION 0 HR TYPE V - B CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND - ANY MATERIALS PERMITTED BY CODE [602.5] JOISTS) ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) RATED CONSTRUCTION [ CHAPTER 7] EXTERIOR WALLS (705.5) PER TABLE 602 ALLOWABLE OPENINGS BASED ON FSD (TABLE 705.8) NO LIMIT [30' OR GREATER FSD, UNPROTECTED, NONSPRINKLERED] FIRE WALLS (706) N/A FIRE BARRIERS (707) N/A FIRE PARTITIONS (708.3) N/A FLOOR AND ROOF ASSEMBLIES (711) N/A VERTICAL OPENINGS (712) N/A INTERIOR FINISH [ CHAPTER 81 INTERIOR WALL AND CEILING FINISH [803.13] 1 CLASS "C" B USE -ROOMS AND ENCLOSED SPACES FIRE PROTECTION SYSTEMS [CHAPTER 9] BUILDING IS NOT SPRINKLERED IIIii.Ya\tli\[.y4Y17�B:�x�111L'� 3 O FIRE ALARM [907.2.2 GROUP B USE] X FIRE PUMPS [9131 X EMERGENCY ALARMS [9081 X EMERGENCY RESPONDER SAFETY FEATURES X SMOKE CONTROL SYSTEMS [909] X CARBON MONOXIDE DETECTION [915] X SMOKE AND HEAT REMOVAL SYSTEMS [910] X GAS DETECTION SYSTEM [916] X FIRE COMMAND CENTER [91 1 ] X MASS NOTIFICATION SYSTEM [9171 X T FIRE DEPARTMENT CONNECTION [912] X IN -BUILDING COMMUNICATIONS [9181 X EXIT REQUIREMENTS [CHAPTER 10] Iw NUMBER AND ARRANGEMENT OF EXITS MINIMUM NUMBER OF EXITS TRAVEL DISTANCE ARRANGEMENT MEANS OF EGRESS FLOOR, ROOM OR SPACE DESIGNATION REQUIRED SHOWN ON PLANS ALLOWABLE TRAVEL DISTANCE [TABLES 1016.2 / 1021.21 ACTUALTRAVEL DISTANCE REQUIRED DISTANCE BETWEEN EXIT DOORS ACTUAL DISTANCESHOWNIN PLANS FIRST FLOOR [B] 2 2 200 81.66 53.5 75.66 EXIT WIDTH FIRST FLOOR [B] 32' MIN. 72" CODE SUMMARY LS.1 Z n J (Do ~ J V) J Lu w Z C) LLJ 0 � J Q LJ.J Q 00 = I V U CONTACT: BOB PINEO TEL:434-806-8365 (E):bob@designdevelopllc.com PERMIT SET October 27, 2021 . Q 0 Z Z 0,.� W 5W Lu V O > L Q � QO Lu V > Z Q 3 J Lu m ��,.TH OF L1 .0 iUO RID GEORGE P 9: Lic. No. 04010 3 j CHI LS.1 CODE SUMMARY + WALL TYPES ISSUE DATE: October 27, 2021 LS01 SHEET # 25 OF 44 NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE COORIDOR SHALL BE ELIMINATED. INTERRUPT KICKER SHEATHING TO WALL INTERRUPT KICKER SHEATHING TO WALL AT SCUPPER LOCATIONS TO ALLOW OPENING AT SCUPPER LOCATIONS TO ALLOW OPENING 7 FOR OVERFLOW DRAINAGE. SEE A4.3 FOR OVERFLOW DRAINAGE. SEE A4.3 8:12 8:12 1/8:12 1/8:12 1/8:12 1/8:12 8:12 8:12 4" PVC R OF DRAIN 4" PVC R F DRAIN W/ METAL ME (1 OF 2) W/ METAL D ME (1 OF 2) SINGLE 5-TON CONDENSER FOR END BAY 9? OD iL 00 03 8:12 8:12 w N N SINGLE 1-TON CONDENSER FOR MIDDLE BAY TWO 3-TON CONDENSERS FOR END UNIT 03 op N N INSTALL UNITS ON MASON #5C130 VIBRATION ISOLATOR, SPRING TYP. 12:12 SLOPED KICKER W/ 3/4" 12:12 SLOPED KICKER W/ 3/4" PLYWOOD AND TPO MEMBRANE PLYWOOD AND TPO MEMBRANE ROOF PLAN 1 , 3/16" = 1'-0" 7-6" 34'-0" 22'-9" 34; " 22`-9" 34'-0" T-6" 10'-101, 12'4" 10'-101, 10'-101, 12 4" 10'-101, 10'-10" 124" 10'-101, 6-2" 6'-2" 6-6" 11'-91, 6 5-6" 6-2" 6-2" 6-6" lll9" 6-6, 6-2" 6-2" 1 x L d 1 1 I 1 � I I o I 1 a 4 0 4 I --� o E ��--� 4 0 4 --� o ��--� 4 2.1 O L® A4.3 SIM SIM A4.3 ® A4.3 SIM E I SIM A4.3 A4.3 SIM I A4.3 � `9 — . — . — . — . — . — . _ . — . _ . — . _ . _ . _ . _ . _ . _ _ . _ . — . — . — . — . — . — . _ . — . — . . _ . _ . — . — . — . _ . — .•„- j'[.,.•— . — . _ . _ . INSTALL 3X 200 AMP METERS AND 1X 100AMP METER ON BUILDING EXTERIOR I I I Q 3X 6' HEATED EXTERIOR UTILITY CLOSET FOR LANDLORD ACCESS 9 b a TO MECHANICAL, ELECTRICAL, AND PLUMBING THICKENED SLAB PER STRUCTURAL AT SHEAR WALL LOCATIONS E I THICKENED SLAB PER STRUCTURAL I I I 3' CONCRETE RIBBON SLAB POUR AT SHEAR WALL LOCATIONS INTERIOR TO REMAIN EXPOSED GRAVEL C I I FOR EASE FUTURE TENANT UTILITY I I INSTALLATION -L._._._._._._._._._ 2 _._._._._._._._._._._._._._._._._._._._._._._._._._._..'._._._._._._._._._._._._._._L._._._._._._._._._._._._._ _._._._._.1._._._._._._._._._. 3 N v 19 V (N INTERIOR TO REMAIN EXPOSED GRAVEL ❑ ❑ FOR EASE FUTURE TENANT UTILITY INSTALLATION '•4" 4" SANITARY SEWER OUT I I SANITARY SEWER OUT I I I I I FINISH NOTES: "GRAY BOX" LEVEL WITH NEW R-20 MIN. WALL AND I I I I NEW R-38 MIN. ROOF/ATTIC FIBERGLASS BATT INSULATION. SHELL TO ACCOMMODATE FUTURE TENANT FIT OUT (EXPOSED GRAVEL WITH 4" SANITARY SEWER OUT I I I I o o 3CONCRETE RIBBON SLAB, EXPOSED EXTERIOR WOOD STUD WALLS, EXPOSED WOOD TRUSS CEILING) I I I 3' CONCRETE RIBBON SLAB POUR I 3 SIM 12 SIM 3 I SIM 3 I I 3 I 2 _ A4)3-, A4.3 (Y f1 1 r z rw r9 l 11-4' 9'-4" 11'-6" 7'-3" 5'-6" 11'-9" 5'-6" T-O" 10'-6" 9'-6" 7'-0" 5'-6" 11' 9" 5'-6" 7'-3" 11'-b" 9'-4" 11'-4" lit 41'-611 22-9" 34'- " 22 9" 41'4" 2'-1" 2.1 2 SLAB AND FRAMING PLAN N 1.1 3/16"= 1'-0" ZCL O J w Lu LL ~ J J Lu� w CZ� G W �0 V J Q Lu Q 00 = I V U CONTACT: BOB PINEO TEL:434-806-8365 (E):bob@designdevelopllc.com PERMIT SET October 27, 2021 Q Oix z V 1— 7 1.0 Lu Lu Q O L Lu I V > Q J LL S m ��I.TH OF w A1.1 ROOF + FLOOR PLAN ISSUE DATE: October 27, 2021 Al ■ SHEET # 26 OF 44 4 SOUTH ELEVATION 2. l 3/16" = 1'-0" 3 NORTH ELEVATION 2.l 3/16"= l'-0" 1 WEST ELEVATION 2,1 3/16" = l'-0" _26'_6" _26'_6' KEY: RIDGE 8:12 8:12 S F 174" x 11'-0" STOREFRONT S F N-4" x 7-6" STOREFRONT 1010 W� 3-2"x7'-N'WINDOW 15' 0" ----- _._. ........................_........................................................................................................................................ ...................... ----- EAVE EAVE 11 °" 11' o" MATERIALS: i`T/ LVL i`T/ LVL .... __ IQ'g" ...... .. ...... ... .. . ........ __ 10'0" T/LVL .. ...... .. _� T/LVL A HARDIEPANEL - BOARD 9' z �` g' 2 AND BATTEN SIDING: "ARCTIC WHITE" B/ STEELL C - OW 0!w WD e PW (9 B/ STEEL B STANDING SEAM ROOF; "MIDNIGHT BRONZE" DIS C WOOD SIDING WITH SIKKENS CETTO SRD TRANSLUCENT STAIN TYP. -- p' O" ... --- 0' O" NOTES: T/ SLAB T/ SLAB 2 EAST ELEVATION 2,1 3/16" = 1'-0" _ _26'_6' RIDGE _ _l 5_' 0" EAVE i`T/ LVL \ T/ LVL \` 9_2 V STEEL" T/ SLAB 6' _ _2_6" RIDGE _ _150" EAVE 11,0° /T7 LVL _1_0'_0" \ T/ LVL \` 9' 2 V STEEL" T/ SLAB VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE COORIDOR SHALL BE ELIMINATED. WINDOWS WILL NOT BE HIGHLY TINTED OR HIGHLY REFLECTIVE. ALL SPECIFIED WINDOWS AND DOORS SHALL BE DARK BRONZE TO MATCH THE ROOF AND TRIM COLORS. AREAS OF GLAZING SHALL BE REQUIRED TO MEET COUNTY REQUIRMENTS. VISIBLE LIGHT TRANSMITTANCE SHALL NOT DROP BELOW 40% AND VISIBLE LIGHT REFLECTANCE SHALL NOT EXCEED 30% Z n J (Do w Lu LL.I ~ J z Z J LJ C) CV) LU G V 0 V) J Q w Q 00 = I V U CONTACT: BOB PINEO TEL:434-806-8365 (E):bob@designdevelopllc.com PERMIT SET October 27, 2021 Q O Z ix ~ Z W Lu * 0 > Q � QO L w I V > Z 0 J W S m ��I.TH OF Lt .0� SUO RO GEORGE P 9: tic. No. 04010 3 j CHI A2.1 ELEVATIONS ISSUE DATE: October 27, 2021 A201 SHEET # 27 OF 44 NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE COORIDOR SHALL BE ELIMINATED. 266" RIDGE WOOD ROOF TRUSSES SINGLE 5-TON CONDENSER FOR END BAY WOOD ROOF TRUSSES WOOD ROOF TRUSSES SINGLE 1-TON CONDENSER GIRDER TRUSS FOR MIDDLE BAY INSTALL UNITS ON MASON #5C130 TWO 3-TON CONDENSERS FOR END UNIT VIBRATION ISOLATOR, SPRING TYP. INSTALL UNITS ON MASON #SC130 VIBRATION ISOLATOR, SPRING TYP. 15 0" ❑ O LVL ROOF JOISTS CAVE ® i�T% LVL ....................................................... .............. ............................................ 10, 0" ❑� ......... ...... ....... ................ ��........ ............ ....... ........ ................ .---� LVL B ,W IIfYe'I� Wl Hill 11 11 11 1111111 11.11 11 11 lllllL___JlL---JlL_1lL_AL_Ll 11 11 r 11 lill 11 11 1 11 L1jLJjL__1jL___Jllll 11 11 11 11 11 11 Hill 11 11 11 1111.-0' 0" ........ !1 T/ SLAB 2 LONGITUDINAL SECTION MANUFACTURED WINDOW STOREFRONT BEYOND CIF FOUNDATION BEYOND MANUFACTURED WINDOW D STOREFRONT BEYOND 3, 3/16"= 1'-0" BEYOND BEYOND FRAMING BEYOND FRAMING BEYOND RIDGE WOOD ROOF TRUSSES SINGLE 5-TON CONDENSER FOR END BAY WOOD ROOF TRUSSES WOOD ROOF TRUSSES SINGLE 1-TON CONDENSER GIRDER TRUSS FOR MIDDLE BAY INSTALL UNITS ON MASON #5C130 TWO 3-TON CONDENSERS FOR END UNIT VIBRATION ISOLATOR, SPRING TYP. INSTALL UNITS ON MASON #5C130 LVi ROOF JOISTS VIBRATION.ISOLATOR,. SPRING. TYP,........... 15'0" ❑ ❑ LVL ROOF JOISTS EAVE ® � 1 1' 0" LVL .............................. .............. ....................... .............. ,010.1 ---/ LVL B 1V1 OsYll f� Wl F5 Wl W➢'j, 0' 0„ --- LA T/SLAB LONGITUDINAL SECTION MANUFACTURED WINDOW STOREFRONT BEYOND BEYOND IF FOUNDATION BEYOND MANUFACTURED WINDOW STOREFRONT BEYOND BEYOND 3, 3/16"= 1'-0" FRAMING BEYOND FRAMING BEYOND ZCL O _ w LU LU Lu w ~ J � J LJ.1 w C CZ� LLJ G V 0 V) J Q W Q 00 = I -'t U CONTACT: BOB PINEO TEL:434-806-8365 (E):bob@designdevelopllc.com PERMIT SET October 27, 2021 Q Oz ix ~ L u Lu > Lu V O L Q O L Lu I V J w S m 4�ITH OF r S RO GE)RGEP S a z tic. No. 00110 3 j � CHI All BUILDING SECTIONS ISSUE DATE: October 27, 2021 A301 SHEET # 28 OF 44 INN N'PVC ROOF DRAIN I-VL ROOF JOISTS _....I-1�I�I�I I I � �-� I��■�-I 1 �_ � � I I �...._ -I-I�I��-I _ -- __ 3 CROSS SECTION 3. 1 /a" = l '-0" 1 CROSS SECTION 26' 6' RIDGE OVERFLOW SCUPPER AND CONDUCTOR HEAD BEYOND _ 15' 0' _ EAVE 1 1' 0" ....... / LVL B/ LVL 0' 0" T/ SLAB 26' 6' RIDGE 15'0 _ " _ EAVE 1 1' 0" i�T/ LVL .......... B/ LVL o' 0" T/ SLAB C-CHANNEL CANOPY SEE STRUCTURAL 4 CROSS SECTION 3. 1 /4" = V-0„ 2 CROSS SECTION 3. 1 /a" = 1'-0" RIDGE EAVE ........................lT/ LVL 10' 0" lk B7 LVL 0' 0" T/ SLAB 26' 6" RIDGE \NNEL CANOPY RUCTURAL _ I! 0" _ EAVE 11' 0" i�T/ LVL .................. _ B/ LVL o' o" Ilk T/ SLAB Zn 0 J w Lu LL' ~ J z J w C CZV) LLJ G � 0 � J Q Lu Q 00 = I V U CONTACT: BOB PINEO TEL:434-806-8365 (E):bob@designdevelopllc.com PERMIT SET October 27, 2021 Q O Z Z W 5W ,V*n O > z 0 a W I V % Z <Q J W m ��I.TH OF SUO RO GEORGE P a tjc. No. 04010 3 j CHI A3.2 BUILDING SECTIONS ISSUE DATE: October 27, 2021 A302 SHEET # 29 OF 44 3/4" PLYWOOD ROOF SHEATHING RUCTURAL STRUCTURAL 26 GUAGE STANDING SEAM ROOF IN MIDNIGHT BRONZI 3/4" PLYWOOD ROOF SHEATHINC WOOD TRUSSES PER STRUCTURAL STOREFRONT CO.NCREIE. R.IBSON.SLA S..P ER.SIR.UCIURAL. TRUCTURAL FOOTING PER STRUCTURAL 1 WALL SECTION 4.1 3/4" = l'-0" 2 WALL SECTION 4.1 3/4" = 1'-0" _26_6" RIDGE 15' 0" CAVE 11. 0" Ilk i�T/ LVL 10' 0" B7 LVL T/ SLAB EVERGUARD 60MIL. TPO ROOFING MEMBRANE OR SIM. TYP. 1 /2" MIN. ENERGYGUARD POLYISO RIGID INSULATION PITCHED AT 1 /4":12" 3/4" P.T. PLYWOOD ROOF SHEATHING TYP. METAL DRIP EDGE STRUCTURAL CHANNEL PAINTED MIDNIGHT BRONZE AND FRAMING PER STRUCTURAL lx6 V-GROVE RED GRANDIS WOOD SIDING WITH SICKENS CETOL SRD TRANSLUCENT STAIN TYP. 1 X P.T. FURRING STRIPS TYP. 5 SECTION DETAIL 4.1 1 1 /2" = 1'-0" 4 SECTION DETAIL 4.1 I/2" = 1'-01, 13 1 /2" FIBERGLASS BATT INSULATION (R-38) 5 1 /2" FIBERGLASS BATT INSUALTION (R-20) 1 /2" OSB ZIP EXTERIOR SHEATHING TYP. 5/16" HARDIEPANEL VERTICAL SIDING, SMOOTH, PAINTED "ARCTIC WHITE" 3/4" X 2 1 /2" HARDIETRIM BATTEN STRIPS PAINTED"ARCTIC WHITE" 1/8":12", PROPOSED EXTERIOR STOREFRONT 1 /2" OSB ZIP EXTERIOR SHEATHING TYP. 5/16" HARDIEPANEL VERTICAL SIDING, SMOOTH, PAINTED "ARCTIC WHITE" 3/4" X 2 1 /2" HARDIETRIM BATTEN STRIPS PAINTED "ARCTIC WHITE" CLEARANCE FROM GRADE PER MANE INSTALLATION INSTRUCTIONS EVERGUARD 60MIL. TPO ROOFING MEMBRANE OR SIM. TYP. 1 /2" MIN. ENERGYGUARD POLYISO RIGID INSULATION PITCHED AT 1IN':12" 3/4" P.T. PLYWOOD ROOF SHEATHING TYP. METAL DRIP EDGE STRUCTURAL CHANNEL PAINTED MIDNIGHT BRONZE AND FRAMING PER STRUCTURAL lx6 V-GROVE RED GRANDIS WOOD SIDING WITH SICKENS CETOL SRD TRANSLUCENT STAIN TYP. I P.T. FURRING STRIPS TYP. RIVER ROCK DRAINAGE @ PERIMETER TYP. TRUCTURAL FOR BACKFILL REQUIREMENTS 2" POLYISO RIGID INSULATION BOND BREAK CUT TO TAPER _KIN WP-200 SELF ADHESIVE CAST -IN -PLACE FOUNDATION WALL PROOFING MEMBRANE OR SIM. SEE STRUCTURAL III LYPROPYLENE PROTECTION BOARD 3 SECTION DETAIL 4.1 1 1/2"= 1'-0" e _ . rLASTO-SEAL LIQUID MASTIC TO FORM FILLET AT WALL / FOOTING JUNCTION 4" DIA. PERFORATED DRAIN ENCASED IN #57 CRUSHED STONE WRAPPED IN FILTER FABRIC SEE STRUCTURAL ZCL O J LL ~ J J Lu� W CZ G W �0 V J Q Lu Q 00 = I V U CONTACT: BOB PINEO TEL:434-806-8365 (E):bob@designdevelopllc.com PERMIT SET October 27, 2021 Q Oz ad 7 1.0 Lu Lu Q Z O L Lu V % Z � 0 <Q J LL m ��I.TH OF Lt .0� S RO GEORGE P 9: Lic. No. 04010 3 j � CHI A4.1 SECTIONS AND DETAILS ISSUE DATE: October 27, 2021 A401 SHEET # 30 OF 44 26 GUAGE STANDING SEAM ROOF IN MIDNIGHT BRONZE 26 GUAGE STANDING SE/ ROOF IN MIDNIGHT BROI 3/4" PLYWOOD ROOF SHEATHI'. WOOD ROOF TRUSSES PER STRUCTUF 131/2"F I1\ Lamp PELLA IMPERVIA FIBERGLASS WINDO 3/4" X 2 1 /2" HARDIETRIM BATTEN STRIPS 5/16" HARDIEPANEL VERTICAL SIDING IN "ARCTIC WHITE" 1 /2" ZIP SYSTEM WALL SHEATHING TYP. 2X6 STUD WALL TYP. SEE STRUCTURAL CONCRETE RIBBON SL FOOTING PER STRUCTUF ----------------11 1 WALL SECTION 26 GUAGE STANDING SEAM RO 3/4" PLYWOOD ROOF SHEATHING WOOD ROOF TRUSSES PER STRUCTURAL WOOD ROOF TRUSSES PER 13 1/2" FIBER INSUD PELLA IMPERVIA FIBERGLAS 3/4" X 2 1 /2" HARDIETRIM B) 5/16" HARDIEPANEL VERTI, IN "AR 1 /2" ZIP SYSTEM WALL SHE 2X6 STU CONCRETE F FOOTING PER: 2 WALL SECTION 4. 3/4" = 1'-01, 26' 6" RIDGE _ 15' 0" _ CAVE i�T/ LVL 10' 0" B/ LVL 0' 0" T/ SLAB STANDING SEAM PERFORATED ROOF RIDGE VI IN MIDNIGHT 26 GUAGE STANDIN ROOF IN MIDNIGHT 3/4" PLYWOOD ROOF SHEATF ROOF TRUSS PER STIR 5 SECTION DETAIL 4, 1 1 /2" = 1'-0" 26 GUAGE STANDING SEAM ROOF IN MIDNIGHT BRONZE ROLLED RIDGE VENT 3/4" X 2 1 /2" HARDIETRIM BATTEN STRIP INTERMITTEN FURRING METAL DRIP EDGE 3/4" X 2 1/2" HARDIETRIM BATTEN STRIPS 2" 5/16" HARDIEPANEL VERTICAL SIDING IN "ARCTIC WHITE" 1 /2" OSB ZIP EXTERIOR SHEATHING ENGINEERED TRUSS PER STRUCTURAL 4 SECTION DETAIL 4 11 1/2' = I'-0° TYP. MULTI -PLY HEADER PER STRUCTURAL FLASHING AT HORIZONTAL BATTEN PER MANF, INSTALLATION INSTRUCTIONS 3/4" X 2 1 /2" M BATTEN STRIPS "ARCTIC WHITE" PELLA IMPERVIA FIBERGLASS FIXED WINDOW WITH NAILING FLANGE, BACKER ROD AND SEALANT PER MANUF. SPECIFICATIONS. 3/4" X 2 1 /2" HARDIETRIM BATTEN STRIPS PAINTED "ARCTIC WHITE" 5/16" HARDIEPANEL VERTICAL SIDING, SMOOTH, PAINTED "ARCTIC WHITE" 1 /2" OSB ZIP EXTERIOR SHEATHING 5 1 /2" BATT INSUALTION (R-20) 3 SECTION DETAIL 4, 1 1 /2" = 1'-0" ZCL O J w Lu Lu� w ~ J J w CZ� G W �0 V J Q Lu Q 00 = I V U CONTACT: BOB PINEO TEL:434-806-8365 (E):bob@designdevelopllc.com PERMIT SET October 27, 2021 Q O Z ix Z W Lu Lu Q O L Lu I V % Z <Q J w m ��I.TH OF Lt .0� SUO RO GEORGE P 9: Vc. No. 04010 3 j CHI A4.2 SECTIONS AND DETAILS ISSUE DATE: October 27, 2021 A402 SHEET # 31 OF 44 26 GUAGE STANDING SEAM ROOF IN MIDNIGHT BR RUN TPO UP AND UNDER METAL METAL CAP, TYP. IN MIDNIGHT BR PARAPET WALL 0 13 1 /2" FIBERGLASS INSULATION LVL ROOF JOISTS PER STRCUT PELLA IMPERVIA FIBERGLASS F WINDOW WITH NAILING FLAI BACKER ROD AND SEA PER MANUF. SPECIFICAT lx6 V-GROVE RED GRA WOOD SIDING WITH SIC CETOL SRD TRANSLUCENT STAIL 1 /2" ZIP SHEATHING 2X6 STUD WALL' ..... .C.ONCRETE. P [BB.ON.SLAB..PE.R.STR.UC FOOTING PER STRUC 1 WALL SECTION 4.3 3/4" = V-O„ 3/4" R-38 INSU POLI ROC SULA ......................................... 266' RIDGE 2X BLOCKING AS NEEDED TO SECURE CAP 1x6 V-GROVE RED GRANDIS WOOD SIDING WITH SIKKENS CETOL SRD TRANSLUCENT STAIN TYP. :AL P.T. FURRING STRIPS ;TS TYP. SEE STRUCTURAL lOARD PER STRUCTURAL EAVE 111 0" Agk i-T/ LVL B7 LVL B/ STEEL T/SLAB SECTION DETAIL 1 1 /2" = 1'-0" PARAPET COPING CAP / 2X6 WOOD FRAMING SEE STRUCTURAL 3/4" PLYWOOD ROOF SHEATHING TYP. EVERGUARD 60MIL. TP / / L KICKER ROOFING MEMBRANE OR SIM. T. AL / SOMIL. TPO MBRANE OR SIM. TYP. D ROOF SHEATHING TYP. KICKER FRAMED R-38 MIN. 11 7/8" FIBERGLASS BATT INSULATION + 1" MIN. ENERGYGUARD PO J80 INSULATION ON ROOF (R-35+ R5.7) 1/8":12'i/ X 2 1 /2" HARDIETRIM BATTEN STIPS TYP. HSS TUBE COLUMN PER STRCUTURAL 5 1 /2" FIBERGLASS BATT INSUALTION (R-20) WOOD STUD FRAMING PER STRUCTURAL PROPOSED EXTERIOR STOREFRONT 4 STOREFRONT FRAMING PLAN DETAIL 4.3 1 1 /2" = 1'-0" F, Lriirif, �, I I,, 2 TYP. CORNER WINDOW PLAN DETAILA 4.3 1 1 /2" =1'-0" 5 1 /2" FIBERGLASS BATT INSUALTION (R-20) WOOD STUD FRAMING SEE STRUCTURAL 1 /2" OSB ZIP EXTERIOR SHEATHING lx6 V-GROVE RED GRANDIS WOOD SIDING WITH SIKKENS CETOL SRD TRANSLUCENT STAIN TYP. (NO SHIMS AT PANELS BETWEEN WINDOWS) A IMPERVIA FIBERGLASS FIXED DOW WITH NAILING FLANGE, KER ROD AND SEALANT MANUF. SPECIFICATIONS. i' X 5 1 /2" PSL POST PER STRUCTURAL OSB ZIP EXTERIOR SHEATHING COMPOSITE TRIM BOARD, INTED BLACK, MITERED AT CORNER W/YOND / 4" PVC ROOF DRAIN W/ METAL DOME (1 OF 2) lx VERTICAL PT FURRING STRIPS 1x6 V-GROVE RED GRANDIS WOOD SIDING WITH SIKKENS CETOL SRD TRANSLUCENT STAIN TYP. 4X6" OVERFLOW ROOF SCUPPER W/ CONDUCTOR HEAD PELLA IMPERVIA FIBERGLASS FIXED WINDOW WITH NAILING FLANGE, BACKER ROD AND SEALANT PER MANUF. SPECIFICATIONS. 3/4" X 2 1 /2" HARDIETRIM BATTEN STRIPS PAINTED "ARCTIC WHITE" 5/16" HARDIEPANEL VERTICAL SIDING, SMOOTH, PAINTED "ARCTIC WHITE" 1 /2" OSB ZIP EXTERIOR SHEATHING 5 1 /2" BATT INSUALTION (R-20) 3 TYP. JAMB PLAN DETAIL 4. 3 1 1 /2" = V-O„ Z� o O _ w Lu Lu LLJ � LJ.1 w ~ J � J w CZ� G LU F-- 0 C/) J Q w Q 00 = I V U CONTACT: BOB PINEO TEL:434-806-8365 (E):bob@designdevelopllc.com PERMIT SET October 27, 2021 Q O Z Z W uj 0 0 z Q O w V % Z � Q J w S m ��ITH OP Lt .0 SUO RO GEORGE P 9: Vc. No. 04010 3 j CHI A4.3 SECTIONS AND DETAILS ISSUE DATE: October 27, 2021 A403 SHEET # 32 OF 44 GUAGE STANDING SEAM ROOF IN MIDNIGHT BRONZE V PLYWOOD ROOF SHEATHING 15' 0" SAVE DOD ROOF TRUSSES PER STRUCTURAL 13 1/2" FIBERGLASS BATT INSULATION (R-38) rS ON FLOOR MOUNT SOLATION SPRINGS, TYP. it T7 LVLT SS PER STRUCTURAL 10' 0" gk B/ LVL ........................................................................... _ \ \` 2' 2" B/ STEEL ,ND SHEAR WALL BEYOND TURAL ENED SLAB BEYOND -RUCTURAL ..................................................................... 0' 0" T/ SLAB NG BEYOND RUCTURAL ) WALL SECTION 4.4 3/4" = 1'-0" MECH. EQUIPMENT BEYOND PRE-ENGINEERED ROOF TRUSS PER STRUCTURAL 26 GUAGE STANDING SEAM METAL ROOF 3/4" PLYWOOD ROOF SHEATHING FASCIA DETAIL AND VENT SEE A4.2 3/4" X 2 1/2" HARDIETRIM BATTEN STRIPS 5/16" HARDIEPANEL VERTICAL SIDING IN "ARCTIC WHITE" (TO BELOW PARAPET WALL) 2 SECTION DETAIL 4.4 3/4" = 1-o° 1 /2" OSB ZIP EXTERIOR SHEATHING EVERGUARD 60MIL. TPO ROOFING MEMBRANE OR SIM. TYP. 13 1/2" FIBERGLASS BATT INSULATION (R-38) 5 1/2" BATT INSUALTION (R-20) GIRDER TRUSS PER STRUCTURAL R-38 MIN. 11 7/8" FIBERGLASS BATT INSULATION + 1" MIN. ENERGYGUARD POLYISO INSULATION ON ROOF (R-35 + R5.7) 1 1 3/4" PLYWOOD ROOF SHEATHING I I 1" MIN. ENERGYGUARD POLYISO RIGID INSULATION PITCHED AT 1 /8":12' LVLS PER STRUCTURAL Zn 0 J w Lu LLJ ~ J z J w C) CZV) LLJ G V 0 V) J Q Lu Q 00 = I t U CONTACT: BOB PINEO TEL:434-806-8365 (E):bob@designdevelopllc.com PERMIT SET October 27, 2021 Q O Z 0 ixFill- Z W Lu * V O > L Q 0 I..I_I V J W m TH pA SUO RO GEORGE P 9: Lic. No. 04010 3 j CHI A4.4 SECTIONS AND DETAILS ISSUE DATE: October 27, 2021 A404 SHEET # 33 OF 44 (V a I O n 3'-0" I SF2 DOORS & HARDWARE NOTES: 1. FIELD VERIFY ALL CONSTRUCTED CONDITIONS, DIMENSIONS, SWINGS, JAMB THICKNESSES AND QUANTITIES PRIOR TO PLACING ORDER. 2. COORDINATE KEYING REQUIREMENTS WITH OWNER. 3. PROVIDE ALL HARDWARE NECESSARY TO PROVIDE A COMPLETE DOOR AND HARDWARE ASSEMBLY AT EACH DOOR. 4. CONTRACTOR SHALL PROVIDE SUBMITTTALS ON ALL DOORS AND WINDOWS FOR ARCHITECTS REVIEW 3-2" 19--A" 2'-10" 6-0" 2'-10" tt OP ......... N.......................................................................................................................................................................... _.... _.... _.... _.......:............... O n W SFl 1_0' O' HE .............................................................................- ADER ..................................................---3, 4� SILL WINDOWS 6.1 1 /2" = 1'-0" 2 DOORS 6.1 1 /2" =1'-0" o' o" T/ SLAB 1 1' 0" TT LVL .. 9' 2" gk T/ LOW STOREFRONT 0' 0" —T/SLAB Z n 0 J w w ~ J z J Lu w Z C CV) LU V 0 V) J Q W Q 00 = I -'t U CONTACT: BOB PINEO TEL:434-806-8365 (E):bob@designdevelopllc.com PERMIT SET October 27, 2021 Q Oix Z V 1-- 7 1.0 Lu ,V*n O > z 0 o Lu /1 > Z J LL m ��I.TH OF SUO RO GEORGE P a Lic. No. 04010 3 j CHI A5.1 WINDOW AND DOOR SCHEDULE ISSUE DATE: October 27, 2021 A501 SHEET # 34 OF 44 ,,p ®m a s GENERAL STRUCTURAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2015 VIRGINIA CONSTRUCTION CODE, PART 1 OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC), EFFECTIVE SEPTEMBER 4, 2018. NO LOADS IN EXCESS OF THE DESIGN LIVE LOADS LISTED SHALL BE IMPOSED UPON ANY AREA DURING CONSTRUCTION, UNLESS ADEQUATE SHORING OR OTHER MEANS IS PROVIDED TO SUPPORT THE EXCESSIVE LOADS. IF ANY CHANGES ARE MADE IN WEIGHT AND/OR LOCATION OF POINTS OF SUPPORT OF EQUIPMENT, THE CONTRACTOR SHALL FURNISH DETAILS OF CHANGES TO THE ARCHITECT FOR REVIEW AND NECESSARY MODIFICATIONS. TEMPORARY BRACING, GUY WIRES, SHORING, ETC., SHALL BE USED AS NECESSARY TO RESIST ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED DURING CONSTRUCTION, INCLUDING EQUIPMENT AND ITS OPERATION. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. THE ERECTION PROCEDURE AND SEQUENCE INCLUDING THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DRAWINGS DO NOT SHOW ALL OPENINGS, COORDINATE WITH MECHANICAL DRAWINGS. VERIFY SIZES AND LOCATIONS OF ALL OPENINGS WITH MECHANICAL. REFER TO ARCHITECTURAL DRAWINGS FOR WATERPROOFING DETAILS. THE ENGINEER SHALL NOT HAVE THE AUTHORITY OR RESPONSIBILITY TO SUPERVISE OR DIRECT THE CONSTRUCTION WORK. ALL SECTIONS AND DETAILS, WHETHER EXPLICITLY CUT ON PLAN OR NOT, SHALL BE CONSIDERED TYPICAL AND SHALL APPLY AT SIMILAR CONDITIONS. 2. SPECIAL INSPECTIONS ARE REQUIRED BY THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (CHAPTER 17). THE FOLLOWING IS A LIST OF ITEMS THAT REQUIRE SPECIAL INSPECTION. THE INDEPENDENT INSPECTION AGENCY, ENGAGED BY THE OWNER, SHALL REVIEW THE TEST PROCEDURES AND INSPECTIONS WITH THE STRUCTURAL ENGINEER OF RECORD, THE GENERAL CONTRACTOR, AND THE OWNER PRIOR TO CONDUCTING TESTS AND INSPECTIONS. A. EARTHWORK B. CAST -IN -PLACE CONCRETE C. UNIT MASONRY D. STRUCTURAL STEEL FRAMING E. STEEL DECKING F. METAL FABRICATIONS G. ROUGH CARPENTRY H. SHOP -FABRICATED WOOD TRUSSES I. POST -INSTALLED ANCHORS 3. SHOP DRAWINGS: THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL REQUIREMENTS WITH THE STRUCTURAL DRAWINGS, INCLUDING THE LOCATION OF MISCELLANEOUS ITEMS AFFECTING THE STRUCTURAL WORK SUCH AS OPENINGS, BENT PLATES, INSERTS, ETC. PROMPTLY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR OMISSIONS. THE CONTRACTOR SHALL VERIFY ROOF MOUNTED MECHANICAL EQUIPMENT DIMENSIONS AND WEIGHTS, AND VERIFY ALL ROOF OPENING SIZES AND LOCATIONS, WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND REVIEWED SHOP DRAWINGS. PROVIDE (1) ELECTRONIC PDF COPY OF ALL STRUCTURAL SUBMITTALS. SHOP DRAWINGS ARE TO BE REVIEWED BY THE CONTRACTOR AND SUBCONTRACTOR PRIOR TO BEING SUBMITTED FOR APPROVAL. SUBMITTED SHEETS SHALL CONTAIN THE CONTRACTOR'S SIGNED AND DATED REVIEW STAMP. 4. DESIGN LOADS AND PARAMETERS A. BUILDING RISK CATEGORY (TABLE 1604.5) CATEGORY II B. LIVE LOADS ROOF 20 PSF MECHANICAL ATTIC 40 PSF C. SNOW LOADS Pg=30 PSF (GROUND SNOW) Ce=1.0 (SNOW EXPOSURE FACTOR) Ct=1.1 (THERMAL FACTOR) Is=1.0 (SNOW LOAD IMPORTANCE FACTOR: ASCE 7-10 TABLE 1.5-2) Pf (SNOW LOAD FOR LOW -SLOPE ROOF)=0.7X(Ce)X(Ct)X(Is)X(Pg) Pf=0.7X1.OX1.1X1.OX30 = 23.1 PSF USE 25 PSF MINIMUM D. WIND LOADS Vult=115 MPH (BUILDING RISK CATEGORY: II) (BASIC WIND SPEED: 3-SECOND GUST) Vasd = 89 MPH EXPOSURE B Kd=0.85 (WIND DIRECTIONALITY FACTOR) Kzt=1.0 (TOPOGRAPHIC FACTOR) Gcpi=f0.18 (ENCLOSED BUILDING) WIND LOAD DETERMINATION BY: ASCE 7-10, CHAPTERS 26 - 30 (DIRECTIONAL PROCEDURE) COMPONENTS AND CLADDING LOADS (STRENGTH LEVEL LOAD INDICATED IN TABLE THIS DRAWING): E. SEISMIC LOADS le=1.0 (ASCE 7-10 TABLE 1.5-2) SEISMIC SITE CLASS = D (ASSUMED) Ss=19.2%G Sms=(Fa)X(Ss)=(1.60)X(19.2) = 30.7%G S1=6.8%G Sm1=(Fv)X(S1)=(2.40)X(6.8) = 16.2%G Fa=1.60 Sds=(2/3)X(Sms) = 20.5%G Fv=2.40 Sd1=(2/3)X(Sm1) = 10.8%G SEISMIC DESIGN CATEGORY = B BASIC STRUCTURAL SYSTEM: BEARING WALL SYSTEMS SEISMIC FORCE -RESISTING SYSTEM: WOOD STRUCTURAL PANEL SHEAR WALLS R=(RESPONSE MODIFICATION FACTOR) = 6.5 Wo =(SYSTEM OVERSTRENGTH FACTOR) = 3.0 Cd=(DEFLECTION AMPLIFICATION FACTOR) = 4.0 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE METHOD Cs = 0.52 F. EARTH PRESSURES (EQUIVALENT FLUID PRESSURES) AT REST (BRACED WALLS) 45 PCF ACTIVE (CANTILEVERED WALLS) 30 PCF PASSIVE 250 PCF FRICTION COEFFICIENT FOR SLIDING 0.35 G. CONCENTRATED LOADS (OVER 2.5X2.5' AREA): 300 POUNDS - ROOFS 200 POUNDS - CEILINGS WITH ACCESS COMPONENTS AND CLADDING WIND PRESSURE TABLES (ULTIMATE) FOR BUILDINGS WITH MEAN ROOF HEIGHT H<60' WALL PRESSURES (PSF) (FIGURE 30.4-1) EFFECTIVE ZONES 4,5 ZONE 4 ZONE 5 WIND AREA (+) (-) (-) (SQ FT) Xao 10 +23.8 -25.8 -31.8a20 +22.7 -24.7 -29.7 50 +21.3 -23.3 -26.9 100 +20.2 -22.2 -24.7 200 +19.1 -21.1 -22.6 a'a 500 +17.7 -19.7 -19.7 WALL PRESSURE ZONES FLAT ROOF PRESSURES (PSF) (FIGURE 30.4-2A) ROOF SLOPES < 7 DEGREES) EFFECTIVE ZONES 1,2,3 ZONE 1 ZONE 2 ZONE 3 WIND AREA (+) (-) (-) (-) (SQ FT) 10 +9.7 -23.8 -39.9 -60.0 20 +9.1 -23.2 -35.6 -49.7 50 +8.3 -22.4 -30.0 -36.1 100 AND +7.7 -21.8 -25.8 -25.8 GREATER SLOPED ROOF PRESSURES (PSF) (ROOF SLOPE >= 7 DEGREES) EFFECTIVE ZONES 1,2,3 ZONE 1 ZONE 2 ZONE 3 WIND AREA (+) (-) (-) (-) (SQ FT) 10 +27.8 -30.4 -35.5 -35.5 20 +27.0 -28.8 -34.0 -34.0 50 +26.0 -26.8 -31.9 -31.9 100 AND +25.8 -25.2 -30.4 -30.4 GREATER a ROOF OVERHANG PRESSURES (PSF) rl (FIGURE 30.4-2A) La EFFECTIVE ZONES 1 ZONE 2,3 34 _ _ 2 _ _ �3 WIND AREA (-) (-) I (SQ FT) I 21 1 12 10 -30.4 -56.1 1 1 20 -28.8 -54.6 1 1 50 -26.8 -52.5 100 -25.2 -51.0 31 2 1 200 -25.2 -51.0 500 -25.2 -51.0 FLAT ROOF AND OVERHANG PRESSURE ZONES (PLAN VIEW) PARAPET NET PRESSURES (PSF) FIGURE 30.9-1 EFFECTIVE ZONE4 ZONE5 ZONE4 ZONE5 WIND AREA (+) (+) (-) (-) (SQ FT) 10 +56.4 +76.5 -42.3 -48.3 20 +51.1 +65.2 -40.2 -45.1 50 +44.1 +50.1 -37.3 -40.9 100 +38.7 +38.7 -35.2 -37.7 200 +37.7 +37.7 -33.0 -34.5 500 +36.2 +36.2 -30.2 -30.2 1. a = PRESSURE ZONE WIDTH = 8.0 FT 2. PLUS SIGN (+) SIGNIFIES PRESSURE ACTING TOWARD THE SURFACE. 3. MINUS SIGN (-) SIGNIFIES PRESSURE ACTING AWAY FROM THE SURFACE. DUNBA 110 THIRD ST. N.E. CHARLOTTESVILLE, VIRGINIA22902 (434)293-5171 5. FOUNDATIONS FOR THIS STRUCTURE ARE SPREAD FOOTINGS BEARING ON EITHER 8. LIGHT METAL -PLATE -CONNECTED WOOD ROOF TRUSSES SHALL BE DESIGNED Project No.: 2102-01 VIRGIN SOIL OR CONTROLLED COMPACTED FILL WITH AN ASSUMED SOIL BEARING AND FABRICATED BY A TRUSS MANUFACTURER FOR TYPICAL LOADS LISTED CAPACITY OF 2000 PSF. BELOW: THE OWNER'S GEOTECHNICAL ENGINEER SHALL VERIFY, PRIOR TO POURING CONCRETE, THAT THE SOIL IS CAPABLE OF SUPPORTING SUCH A LOAD AND IS CONSISTENT WITH THE GEOTECHNICAL REPORT. THE CONTRACTOR SHALL PROTECT THE FOOTINGS AND SLABS FROM DAMAGE FROM FROST HEAVE DURING CONSTRUCTION UNTIL THE FINAL DESIGN STRUCTURE IS COMPLETE. STEPS IN WALL FOOTINGS SHALL HAVE A MINIMUM SPACING OF DOUBLE THE CHANGE IN ELEVATION. AT NON -RETAINING WALLS BELOW GRADE, BACKFILL AGAINST BOTH SIDES OF WALL SIMULTANEOUSLY SO THAT GRADE DIFFERENCE IS NO MORE THAN V-0" AT ANY TIME. AT LOCATIONS WHERE THE BUILDING ELECTRICAL GROUND LOOP IS TIED TO FOUNDATION REINFORCING STEEL, CONTINUOUSLY TIE REINFORCING TOGETHER FOR MINIMUM DISTANCE REQD BY ELECTRICAL CODE AND BUILDING OFFICIAL. 6. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-10 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI 318-14 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". Pc=3500 PSI (SLABS -ON -GRADE AND ELEVATED SLABS) Pc=3000 PSI (ALL OTHER CONCRETE) ASTM A615 GRADE 60 (TYPICAL REINFORCING STEEL) ASTM A706 (REINFORCING STEEL AT WELDED CONDITIONS) ASTM All 064 (PLAIN WELDED WIRE FABRIC - USE FLAT SHEETS ONLY) ALL EXTERIOR EXPOSED CONCRETE SHALL BE FURNISHED WITH AN AIR - ENTRAINING ADMIXTURE PROVIDING AN AIR -CONTENT OF 6% (+/- 1 1/2%) AT POINT OF PLACEMENT - REFER TO SPECIFICATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF DEPRESSIONS FOR SPECIAL FLOOR COVERINGS. REFER TO SPECIFICATIONS FOR FINISHES. 7. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF AISC 360-10 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". BOLTED CONNECTIONS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION UNLESS NOTED OTHERWISE ON PLAN. REFER TO DRAWINGS FOR CONNECTIONS. IF CONNECTIONS ARE NOT SHOWN, FABRICATOR SHALL DESIGN CONNECTIONS FOR BEAM UNIFORMLY LOADED TO CAPACITY. ASTM A500 GRADE C (SQUARE AND FY = 50 KSI RECTANGULAR HSS SHAPES) ASTM A36 (ANGLE, CHANNELS, PLATES, AND FY = 36 KSI OTHER STRUCTURAL SHAPES) E70XX (SMAW PROCESS WELDING) ASTM A325-N (BOLTS) ASTM A563 (HEAVY HEX NUT) ASTM F436 (HARDENED STEEL WASHER) ASTM F1554 FY=36 KSI (ANCHOR RODS UNO) ASTM A108 (HEADED SHEAR STUDS) DETAILING AND ERECTION OF STRUCTURAL STEEL AND OPEN WEB STEEL JOISTS SHALL COMPLY WITH CURRENT OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY -SUBPART R - STEEL ERECTION. CONTRACTOR SHALL PROVIDE FIELD CURED SAMPLES OF CAST -IN -PLACE CONCRETE IN FOOTINGS, PIERS, AND WALLS AND PRISMS OF MASONRY PIERS AND WALLS IN ACCORDANCE WITH OSHA SECTION 1926.752 TO DETERMINE THAT CONCRETE AND MASONRY HAVE ACHIEVED A MINIMUM OF 75% OF DESIGN STRENGTH PRIOR TO THE COMMENCEMENT OF STEEL ERECTION. ALL STEEL COLUMNS AND BEAMS WITHIN WOOD STUD OR STEEL STUD WALLS SHALL MEET CLOSER DIMENSIONAL TOLERANCES OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) AS INDICATED IN THE AISC CODE OF STANDARD PRACTICE. FABRICATOR SHALL PROVIDE CHANNELS, ANGLES, ETC., AS REQUIRED FOR STEEL DECK BEARING AT LOCATIONS WHERE TOP OF STRUCTURAL MEMBERS ARE NOT AT DECK BEARING ELEVATION. REFER TO DETAILS. ALL STEEL MEMBERS AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT -DIP GALVANIZED. 25 PSF - TOP CHORD SNOW LOAD 20 PSF - TOP CHORD LIVE LOAD 8 PSF - TOP CHORD DEAD LOAD 7 PSF - BOTTOM CHORD DEAD LOAD 40 PSF - BOTTOM CHORD LIVE LOAD AT MECHANICAL ATTICS TOP CHORD UPLIFT LOAD - PER VUSBC DESIGN TRUSSES FOR 250 POUND CONCENTRATED SERVICE LOAD AT ALL DIAGONAL STRUTS FRAMING TO JOIST CHORDS, UNLESS NOTED OTHERWISE. REFER TO DRAWINGS FOR OTHER SPECIAL LOADS. DESIGN FOR THE FOLLOWING DEFLECTION LIMITS: U480 LIVE LOAD U360 LIVE LOAD + DEAD LOAD DESIGN OF BOTTOM CHORDS SHALL NOT EXCEED 95% OF ALLOWABLE COMBINED STRESSES. TOP AND BOTTOM CHORDS SHALL BE 2X6 MINIMUM. USE SOUTHERN PINE. SUBMIT SHOP DRAWINGS ON ALL TRUSSES FOR DMWPV REVIEW PRIOR TO FABRICATION, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE COMMONWEALTH OF VIRGINIA. SHOP DRAWINGS SHALL INCLUDE AN ERECTION PLAN SHOWING TRUSS TYPE, LOCATION, AND SPACING. METAL -PLATE -CONNECTED WOOD TRUSSES ARE UNSTABLE UNTIL PROPERLY BRACED. PROPER HANDLING, SAFETY PRECAUTIONS, AND TEMPORARY BRACING ARE THE RESPONSIBILITY OF THE CONTRACTOR. PROVIDE TEMPORARY BRACING IN ADDITION TO PERMANENT LATERAL BRACING (SHOWN ON TRUSS SHOP DRAWINGS TO REDUCE MEMBER UNBRACED LENGTH) AND ANY PERMANENT BRACING SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL NOT CUT ANY MEMBER, DRILL HOLES, INSTALL LAG SCREWS OR INSTALL NAILS IN EXCESS OF 16d WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. REFER TO DRAWING S3.1 FOR MINIMUM WOOD TRUSS BRACING DIAGRAM AND TYPICAL BRACING TYPES. PROVIDE NUMBER OF PLIES OF TRUSSES REQUIRED TO KEEP BEARING STRESS ON WOOD TOP PLATE BELOW THE FOLLOWING LIMITS: 565 PSI - NO.2 SOUTHERN PINE PLATES 425 PSI - NO. 1/NO. 2 SPRUCE PINE FIR PLATES WHERE TRUSSES BEAR ON MASONRY, PROVIDE ENOUGH TRUSS PLIES AS REQUIRED TO LIMIT BEARING STRESS ON MASONRY TO 375 PSI. 9. ALL ROUGH CARPENTRY SHALL CONFORM TO THE REQUIREMENTS OF THE NDS-2015 "NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION WITH 2O15 SUPPLEMENT". PROVIDE NO.2 SOUTHERN PINE WITH 19% MAXIMUM MOISTURE CONTENT FOR ALL FRAMING LUMBER INCLUDING, LINTELS, JOISTS, RAFTERS, AND BEAMS UNLESS NOTED OTHERWISE. WALL STUDS AND PLATES MAY BE S-P-F No. 1 / 2 UNO ON PROJECT SPECIFIC DETAILS AND NOTES. PROVIDE WOOD I -JOIST, MICROLLAM VENEER LUMBER (LVL), PARALLAM PARALLEL STRAND LUMBER (PSL), AND TIMBERSTRAND LUMBER (LSL) MANUFACTURED BY TRUS JOIST (OR APPROVED EQUAL). ALL FRAMING CONNECTIONS NOT SPECIFICALLY INDICATED ON THESE CONSTRUCTION DOCUMENTS SHALL COMPLY WITH THE MINIMUMS ESTABLISHED BY TABLE 2304.10.1 OF THE VUSBC. ALL NAILED CONNECTIONS (OF TWO 2x MEMBERS) SPECIFICALLY INDICATED ON THESE CONSTRUCTION DOCUMENTS ARE ASSUMED TO BE DONE USING A MINIMUM NAIL SIZE OF 0.131" DIAMETER x 3" LONG UNLESS NOTED OTHERWISE. ALL LIGHT GAGE STEEL PRE -FORMED CONNECTORS SHALL BE INSTALLED USING THE NUMBER OF NAILS AND NAIL TYPE LISTED FOR THAT CONNECTOR BY THE MANUFACTURER IN THEIR PUBLISHED LITERATURE. ALL NAILS LISTED AS 1 1/2" LONG SHALL BE MADE BY THE MANUFACTURER OF THAT CONNECTOR. HANGERS OR CONNECTORS USED WITH PRESSURE TREATED LUMBER SHALL HAVE G185 MINIMUM ZINC COATING (I.E. SIMPSON ZMAX G185). PROVIDE A MINIMUM OF THREE INCHES OF BEARING FOR ENGINEERED LUMBER BEAMS, UNLESS OTHERWISE NOTED. ALL BEAMS SHALL BE LATERALLY SUPPORTED BY BLOCKING OR OTHER MEANS AT ALL POINTS OF BEARING. NAILS INSTALLED PARALLEL TO THE GLUE LINES ON THE NARROW FACE OF ENGINEERED LUMBER BEAMS SHALL NOT BE SPACED CLOSER THAN FOUR INCHES FOR 10d COMMON NAILS AND THREE INCHES FOR 8d COMMON NAILS. DO NOT DRILL, NOTCH, CUT (EXCEPT TO LENGTH), OR ALTER ENGINEERED LUMBER BEAMS OR JOISTS WITHOUT WRITTEN APPROVAL OF FABRICATOR AND REVIEW BY STRUCTURAL ENGINEER. Z a- (.5_ I W H Q WLL \ W w ~ J z> LU N QLLJ 0 0 � O N J Q w Q 00 = I vU CONTACT: BOB PINEO TEL:434-806-8365 (E) :bob@designdevelopllc.com PERMIT SET October 27, 2021 0z V F__ Ix Z 12 W Lu > CL L OtW �+ Z Q ix C a U � J r n V Z Q _ J W m m 9S�� D GENERALSTRUCTURAL NOTES ISSUE DATE: 10/27/2021 somi GENERAL STRUCTURAL NOTES 10. ALL POST -INSTALLED ANCHORS (IN CONCRETE OR CMU) ARE TO BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS (INCLUDING BUT NOT LIMITED TO DRILL BIT SIZE, PROPER CLEANING OF HOLES, INSTALLATION TORQUE, AND TEMPERATURE CONSTRAINTS). WHEN A SPECIFIC PRODUCT AND MANUFACTURER IS REFERENCED IN THE CONTRACT DOCUMENTS, THAT SPECIFIC PRODUCT SHALL BE USED UNLESS AN ALTERNATE PRODUCT IS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE LRFD OR CODE COMPLIANT CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC - ES REPORT SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE. FASTERNERS GENERICALLY REFERRED TO AS "PAP' (POWER ACTUATED FASTENERS) SHALL BE ONE OF: PAF INTO NORMAL OR LIGHT WEIGHT CONCRETE: ANCHOR MANUF SHANK DIAMETER MIN EMBEDMENT 1. X-U OR X-P HILT] 0.157" 1 1/4" 2. 8 mm HEAD DEWALT 0.157" 1 1/4" SPIRAL CSI PIN FASTENERS 3. SP SERIES RAMSET 0.15070.180" TAPERED SHANK 1 1/4" 4. PDPA SIMPSON 0.157" 11/4" PAF INTO STRUCTURAL STEEL: THE ANCHOR MANUFACTURER'S REPRESENTATIVE SHALL BE PRESENT DURING THE ANCHOR MANUF SHANK DIAMETER INITIAL INSTALLATION OF EACH TYPE OF ANCHOR TO REVIEW AND APPROVE OF THE CONTRACTOR'S INSTALLATION PROCEDURES. THE OWNER'S TESTING AGENCY SHALL 1. X-U HILTI 0.157" ALSO OBSERVE THE INITIAL INSTALLATION OF EACH ANCHOR TYPE, AND PROVIDE THE 2. 8 mm HEAD DEWALT 0.157" INSPECTION OF ANCHORS DURING INSTALLATION TO VERIFY CONFORMANCE WITH THE SPIRAL CSI PIN FASTENERS MANUFACTURER'S INSTALLATION RECOMMENDATIONS. SUBMIT REPORT FROM 3. SP RAMSET 0.1501, MANUFACTURER'S REPRESENTATIVE FOR DMWPV REVIEW. INSTALLATION OF ALL 4. PDPA SIMPSON 0.157" HORIZONTAL OR UPWARDLY INCLINED ADHESIVE ANCHORS SHALL BE PERFORMED BY USE ONLY HILTI X-U PAF IN STRUCTURAL STEEL GREATER THAN 1/2" THICK. 1/2" MINIMUM POINT PERSONNEL CERTIFIED BY ACl/CRSI ADHESIVE ANCHOR INSTALLER CERIFICATION PENETRATION REQUIRED IN STRUCTURAL STEEL GREATER THAN 1/2" THICK. PROGRAM OR APPROVED EQUIVALENT. SUBMIT CREDENTIALS OF CERTIFIED INSTALLERS. CONTINUOUS INSPECTION IS REQUIRED FOR ALL HORIZONTAL OR UPWARDLY INCLINED ADHESIVE ANCHORS. REMOVE AND REPLACE MISPLACED OR MALFUNCTIONING ANCHORS. FILL EMPTY ANCHOR HOLES AND PATCH FAILED ANCHOR LOCATIONS WITH HIGH -STRENGTH, NONMETALLIC GROUT. 11. ABBREVIATIONS FASTENERS GENERICALLY REFERRED TO AS "SCREW ANCHOR" ON THE DRAWINGS SHALL AB = ANCHOR BOLT JBE = JOIST BEARING ELEVATION BE ONE OF: AFF = ABOVE FINISHED FLOOR JT = JOINT APC = ARCHITECTURAL PRECAST LBS = POUNDS 1. TITEN HD BY SIMPSON STRONG -TIE ANCHOR SYSTEMS CONCRETE LGST = LIGHT GAGE STEEL TRUSS 2. KWIK HUS-EZ BY HILTI ARCH = ARCHITECTURAL LL = LIVE LOAD 3. SCREW -BOLT + BY DEWALT BLDG = BUILDING LLH = LONG LEG HORIZONTAL BM = BEAM LLV = LONG LEG VERTICAL FOR THESE SCREW ANCHORS LISTED, USE STANDARD ANSI DRILL BIT (NO SPECIAL BIT BOT = BOTTOM LSH = LONG SIDE HORIZONTAL REQUIRED). PROVIDE HOLES IN STEEL MEMBERS 1/8" LARGER THAN NOMINAL DIAMETER BRG = BEARING LSV = LONG SIDE VERTICAL OF ANCHOR. OTHER MANUFACTURER'S PRODUCTS MAY BE SUBMITTED AS A FORMAL CANT = CANTILEVER LVL = LAMINATED VENEER LUMBER REQUEST FOR SUBSTITUTION IF REQUIREMENTS ABOVE ARE MET. SIZES AND CFS-S = COLD -FORMED STEEL- STRUCTURAL LW = LIGHT WEIGHT EMBEDMENTS OF SUBSTITUTE SCREW ANCHOR SHALL BE INCREASED AS NECESSARY TO CFS-NS= COLD -FORMED STEEL- NON STRUCTURAL MAS = MASONRY ACHIEVE SHEAR AND TENSION VALUES PUBLISHED FOR LISTED ANCHOR. CONTRACTOR CIP = CAST -IN -PLACE MAX = MAXIMUM SHALL SUBMIT A COMPLETE SUBSTITUTION LIST FOR ALL ANCHOR SIZES AND CJ = CONTROL JOINT MECH = MECHANICAL SUBSTRATES. DUE TO HIGH VARIABILITY BETWEEN NOMINAL SIZES AND ACTUAL SIZES OF CL = CENTERLINE MFR = MANUFACTURER SCREW ANCHORS (AND HOLES REQD), THIS SUBSTITUTION REQUEST SHALL BE CLG = CEILING MISC = MISCELLANEOUS SUBMITTED PRIOR TO STEEL SHOP DRAWINGS. ANY PRODUCTS SUBMITTED AS A CLR = CLEAR MIN = MINIMUM REQUEST FOR SUBSTITUTION IN CONCRETE SHALL BE COMPLAINT WITH ACI 318-11 CLSM = CONTROLLED LOW -STRENGTH MATERIAL [NC] = NON -COMPOSITE APPENDIX D AND APPROVED FOR USE IN CRACKED CONCRETE. PROPOSED SUBSTITUTE CMU = CONCRETE MASONRY UNIT NO. = NUMBER PRODUCTS SHALL SHALL HAVE AN ICC-ES REPORT WHICH CONSIDERS EQUIVALENT EDGE COL = COLUMN NIC = NOT IN CONTRACT AND SPACING REQUIREMENTS AS THE SPECIFIED PRODUCTS. CONC = CONCRETE NTS = NOT TO SCALE CONN = CONNECTION NW = NORMAL WEIGHT CHEMICAL ADHESIVE ANCHORING SYSTEMS USED IN HOLLOW MASONRY GENERICALLY CONT = CONTINUOUS OC = ON CENTER REFERRED TO AS ADHESIVE ANCHORING SYSTEMS SHALL BE ONE OF: COORD = COORDINATE OPP = OPPOSITE CSP = CONCRETE SURFACE PROFILE OH = OPPOSITE HAND 1. HIT-HY 270 BY HILTI DBA = DEFORMED BAR ANCHOR OWSJ = OPEN WEB STEEL JOIST 2. SET XP SYSTEM BY SIMPSON STRONG TIE ANCHOR SYSTEM DET = DETAIL PAF = POWDER ACTUATED FASTENER 3. AC100 + GOLD BY DEWALT DFT = DRY FILM THICKNESS PL = PLATE DIA = DIAMETER PLF = POUNDS PER LINEAR FOOT USE SCREEN TUBES BY THE SAME MANUFACTURER WHEN USING THESE ADHESIVES IN DIAG = DIAGONAL POJ = PLANE OF JOIST MASONRY WITH VOIDS OR HOLLOW CMU. INSTALL USING DRILL IN ROTATION- ONLY MODE DIM = DIMENSION PSF = POUNDS PER SQUARE FOOT TO KEEP FROM DAMAGING INSIDE OF FACE SHELL. DL = DEAD LOAD PSI = POUNDS PER SQUARE INCH DN = DOWN REF = REFERENCE CHEMICAL ADHESIVE ANCHORING SYSTEMS USED IN SOLID OR GROUTED MASONRY DWGS= DRAWINGS REINF = REINFORCING GENERICALLY REFERRED TO AS ADHESIVE ANCHORING SYSTEMS SHALL BE ONE OF: EA = EACH REQD = REQUIRED EJ = EXPANSION JOINT SECT = SECTION 1. SET XP BY SIMPSON STRONG TIE ANCHOR SYSTEMS EL = ELEVATION SIM = SIMILAR 2. HIT-HY 270 BY HILTI ELEV = ELEVATOR SOG = SLAB -ON -GRADE 3. AC100 + GOLD BY DEWALT EOS = EDGE OF SLAB SPA = SPACE EQ = EQUAL STD = STANDARD CHEMICAL ADHESIVE ANCHORING SYSTEMS USED IN CONCRETE GENERICALLY EQUIP= EQUIPMENT STIFF = STIFFENER REFERRED TO AS "ADHESIVE ANCHORS" SHALL BE ONE OF: EXIST = EXISTING TBE = TRUSS BEARING ELEVATION EW = EACH WAY T&B = TOP AND BOTTOM 1. SET-XP BY SIMPSON STRONG TIE EXP = EXPANSION TRG = TONGUE AND GROOVE 2. SET - 3G BY SIMPSON STRONG TIE EXT = EXTERIOR TOB = TOP OF BEAM 3. HIT -RE 500-V3 BY HILTI (WITH STD ROD AND HOLE CLEANING) FFE = FINISHED FLOOR ELEVATION TOC = TOP OF CONCRETE 4. HIT -RE 500-V3 BY HILTI (SAFE -SET SYSTEM) FLR = FLOOR TOS = TOP OF STEEL 5. HIT-HY 200 BY HILTI (WITH STD ROD AND HOLE CLEANING) FLT = FLAT BAR TYP = TYPICAL 6. HIT-HY 200 BY HILTI (SAFE -SET SYSTEM) FRT = FIRE RETARDANT TREATED LINO = UNLESS NOTED OTHERWISE 7. PURE 110 + BY DEWALT FTG = FOOTING VERT = VERTICAL 8. AC 200 + BY DEWALT GA = GAUGE WCJ = WALL CONTROL JOINT GALV = GALVANIZED WT = WEIGHT THREADED ROD ANCHORS USED WITH THESE SYSTEMS SHALL BE PROVIDED BY THE GC = GENERAL CONTRACTOR WWF = WELDED WIRE FABRIC ADHESIVE MANUFACTURER AND HAVE A MINIMUM STEEL STRENGTH OF Fy = 36 KSI GT = GIRDER TRUSS (H) = HIGH UNLESS NOTED OTHERWISE. REINFORCING STEEL USED WITH THESE SYSTEMS SHALL HK = HOOK (L) = LOW COMPLY WITH ASTM A615 GRADE 60. ANCHORS SHALL BE INSTALLED IN DRY CONCRETE A HORIZ= HORIZONTAL MINIMUM OF 21 DAYS OLD. USE ONLY CARBIDE DRILL BIT (NO CORE DRILLING). HOLE HS = HIGH STRENGTH CLEANING SHALL BE ACCOMPLISHED FOLLOWING MANUFACTURER'S INSTRUCTIONS FOR HT = HEIGHT INSTALLATION USING AIR COMPRESSOR WITH NOZZLE AND WIRE BRUSH PROVIDED BY INT = INTERIOR ADHESIVE MANUFACTURER. HILTI SAFE SET SYSTEM DOES HAVE AN OPTION WITHOUT HOLE CLEANING REQUIREMENT IF HILTI HIT-Z ANCHOR ROD IS USED. OVERHEAD HOLES AND ANY HOLES GREATER THAN 12 INCHES DEEP REQUIRE THE THE USE OF A PISTON PLUG AT THE END OF THE END OF ADHESIVE APPLICATOR. USE ADHESIVE RETAINING CAP IN OVERHEAD CONDITIONS. ANY PRODUCTS SUBMITTED AS A REQUEST FOR SUBSTITUTION SHALL BE COMPLIANT WITH ACI 318-14 CHAPTER 17 AND APPROVED FOR USE IN CRACKED CONCRETE. FASTENERS GENERICALLY REFERRED TO AS "EXPANSION ANCHORS" OR "WEDGE ANCHORS" SHALL BE ONE OF: 1. KWIK BOLT TZ BY HILTI 2. STRONG -BOLT 2 BY SIMPSON STRONG TIE ANCHOR SYSTEMS 3. POWER- STUD + SD2 BY DEWALT FASTENERS GENERICALLY REFERRED TO AS "CONCRETE/MASONRY SCREWS" SHALL BE ONE OF: 1. KWIK-CON II + BY HILTI 2. TITEN 2 BY SIMPSON STRONG TIE ANCHOR SYSTEMS 3. TAPPER + BY DEWALT DUNBA 110 THIRD ST. N.E. CHARLOTTESVILLE, VIRGINIA22902 (434)293-5171 Project No.: 2102-01 Z 0- (.50J W H Q W i \ W w Z w QN LLJ 0 � 0 � O Q J w D;� 00Q I v U CONTACT: BOB PINEO TEL:434-806-8365 (E) :bob@designdevelopllc.com PERMIT SET October 27, 2021 0 z V Z Q:� W Lu > CL L O W z ix Q Z 0 CL a U W V Q J [_[_[ m m E0 Stephen D. Barber r o. 025731 L GENERALSTRUCTURAL NOTES ISSUE DATE: 10/27/2021 S002 m v i16*Zfll FOUNDATION PLAN 1/8" = 1'-01, TYPICAL SLAB -ON -GRADE SHALL BE 4" NORMAL WEIGHT CONCRETE WITH 6X6- W1.4XW1.4 WWF AT MID -DEPTH, OVER VAPOR BARRIERIRETARDER (REF ARCH DWGS), OVER 4" POROUS FILL. 2. REFER TO DRAWING S2.1 FOR TYPICAL FOUNDATION DETAILS. 3. TOP OF FOOTING ELEVATIONS = 44" FROM TOP OF SLAB ELEVATION UNLESS INDICATED THUS-X'-XX" RELATIVE TO TOP OF SLAB. 4. FOOTING EXCAVATIONS MAY REQUIRE ADDITIONAL UNDERCUT (AS INDICATED BY THE OWNER'S ON -SITE GEOTECHNICAL ENGINEER). BACKFILL EXCAVATION TO DESIGN SUBGRADE USING FLOWABLE FILL OR CONCRETE. 5. REFER TO S3.3 FOR WOOD SHEAR WALL DETAILS. DUNBA 110 THIRD ST. N.E. CHARLOTTESVILLE, VIRGINIA22902 (434)293-5171 Project No.: 2102-01 Z 0- (.50_ I W H Q W i > W LLj z> w QN �0 0 � �o Q J W !Y I v U CONTACT: BOB PINEO TEL:434-806-8365 (E) :bob@designdevelopllc.com PERMIT SET October 27, 2021 Oz IX ~ ID W Lu > CL L _ O ,W v z Q � C a U � Lu z Q o � J W m m E0 Stephen D. Barer o. 025731 L FOUNDATION PLAN ISSUE DATE: 10/27/2021 Simi DUNBAR 110 THIRD ST. N.E. C HAR LOTTESVI LLE, VI RGI N IA 22902 (434)293-5171 Project No.: 2102-01 8 5 7 S3.2 5 7 5 7 SLOPED ROOF S3.2 S3.2 S3.2 S3.2 SLOPED ROOF S3.2 S3.2 TRUSSES AT 2'-0" OC 4 4 TRUSSES AT 2'-0" OC -- -- -- -- -- -- SW S3.2 S3.2 SW - (3) 2x12 - - (3) 2x1 O (3) 2x10 - - (3) 2x12 - - (3) 2x10 (3) 2x10 - (3) 2x12 - - _ I I 1 S3.2 � �- �- �- S3.2 cn cn MECHANICAL cn cn I GIRDER TRUSS S3.2 S3.2 ATTIC-1 S3.2 f S3.2 GIRDER TRUSS I O I SIMPSON ICCQ/ECCQI � ai - U COLUMN CAP AT GIRDER i U) O N 0 O TRUSS BEARING, TYP of I o i ' - a - 2 I (SIM) 1 0 w I N c 2 v> c� ani ¢ � I "' 9 � a a J 53.2 Lu SLOPED ROOF TRUSSESAT2'-0" OC 4t\ 22 10 I o SLOPED ROOF TRUSSES AT 2'-0" OC - - - �_ �_ - - M �� Ll_ - - - - - - - U) 9 MECHANICAL c7 x I x c7 53.2 MECHANICAL �' o N ATTIC o O I " w ATTIC c4 fl �I a a-Lu CO- 2 M SIMPSON CCQ/ECCQ '(, 2 c7 COLUMN CAP AT GIRDER CD(SIM) o w TRUSS BEARING, TYP 1 w o x 1J L u x (3) 2x10 (3) 2x10 S (3) 2x10 M 1 (3) 2x10 °' (3) 2x10 S (3) 2x10 (3) 2x10 (3) 2x10 (3) 2x10 (3) 2x10 (3) 2x10 (3) 2x10 (3) 2x10 (3) 2x10 (3) 2x10 FRAME (3) 2X10 INTO THE 4 4 FRAME (3) 2X10 INTO THE SIDE OF THE POST WITH 6 S3.2 6 S3.2 t%8 1 1 SIDE OF THE POST WITH SIMPSON HUCQ210-3-SDS S32 S3.2 8 S3.2 S32 SIMPSON HUCQ210-3-SDS S3.2 ROOF FRAMING PLAN 1/8" = 1'-0" 1. PROVIDE WOOD ROOF TRUSSES AT 24" OC MAXIMUM. REFER TO DRAWING SO.1 FOR TRUSS DESIGN LOADS. a. WHERE TRUSSES HAVE TO BE SPREAD BETWEEN 24" AND 48" OC FOR MECHANICAL, PROVIDE 2x4 BETWEEN TOP AND BOTTOM CHORDS AT 16" OC 2. PROVIDE 19/32" APA RATED SHEATHING (OSB OR PLYWOOD) OVER WOOD TRUSSES OR RAFTERS. INSTALL PLYWOOD PANELS WITH LONG DIRECTION PERPENDICULAR TO RAFTER OR TRUSS SPAN STAGGER PLYWOOD PANEL JOINTS 48" BETWEEN ROWS. TYPICAL NAILING: 8d NAILS AT 6" OC AT SUPPORTED PANEL EDGES 8d NAILS AT 12" OC AT INTERMEDIATE SUPPORTS 3. LAY PANELS PERPENDICULAR TO TRUSS FRAMING MEMBERS AND STAGGER JOINTS 48". 4. REFERENCE DRAWING S3.1 FOR TYPICAL ROOF CONSTRUCTION DETAILS. 5. REFER TO ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR DIMENSIONS FOR MECHANICAL AND OTHER PENETRATIONS THROUGH ROOF AND/OR CEILING. 6. REFER TO S3.3 FOR WOOD SHEAR WALL DETAILS. 7. TYPICAL EXTERIOR WOOD STUD WALLS SHALL BE 2X6 NO.1/NO.2 SPRUCE -PINE -FIR AT 16". FASTEN SHEATHING TO WALL STUDS WITH 8d NAILS AT 6" OC AT PANEL EDGES AND 12" OC IN THE FIELD. 8. TYPICAL INTERIOR WOOD STUD BEARING WALLS SHALL BE 2X6, NO.1/NO.2 SPRUCE -PINE -FIR AT 16", UNO. FASTEN SHEATHING TO WALL STUDS WITH 8d NAILS AT 6" OC AT PANEL EDGES AND 12" OC IN THE FIELD. 9. PROVIDE NUMBER OF PLIES OF WOOD GIRDER TRUSS REQUIRED TO KEEP BEARING STRESS ON WOOD TOP PLATE BELOW 565 PSI MAXIMUM LIMIT. (425 PSI FOR SPRUCE -PINE -FIR PLATES). 10. LOW ROOF BEARING = +10'-0" ABOVE TOP OF SLAB ELEVATION. 11. HIGH TRUSS BEARING = +13'-0" ABOVE TOP OF SLAB ELEVATION. Z �- 0 J Lu Lu Lu LL ~ J Z N 0 0 Qw No Q� Lu 00_ I vU CONTACT: BOB PINEO TELA34-806-8365 (E) :bob@designdevelopllc.com PERMIT SET October 27, 2021 0 z IX H Z - W WW CLL W 0 z a CL U � Lu rn V ^J/ I..L L w m m ED ROOF FRAMING PLAN ISSUE DATE: 10/27/2021 S102 VARIES- REFER T0� FOUNDATION \ PLAN REFER TO FOUNDATION PLAN FOR TOP OF FTG ELEV — � FINISH FLOOR _ BELOW GRADE PIPING -----_--- STEP IN 2'-0" MAX 3" CLEAR REFER TO FOUNDATION SECTION FOR NUMBER OF REBAR O REFER TO "TYPICAL FOOTING STEP DETAIL" FOR REINF 1'-0" 1'-4" 3" CLEAR 11 MIN (TYP) MIN FOOTING STEP FOR BELOW GRADE PIPING 3/4"=V-0" NOTES: 1. DETAIL ABOVE APPLIES WHERE UNDERGROUND PIPING CONFLICTS WITH WALL FOOTING. WHERE PIPING WILL PASS UNDER FOOTING WITH A MINIMUM OF 2'-0" CLEARANCE (TOP OF PIPE TO BOTTOM OF FOOTING), STEP IS NOT REQUIRED. 2. COORDINATE PIPING AND FOOTING ELEVATIONS AND STEP FOOTINGS WHERE NECESSARY. STEPS FOR PIPING INDICATED ON THE CONTRACT DOCUMENTS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO POURING CONCRETE. 3. PROVIDE SLEEVE AROUND PIPE THROUGH FOUNDATION WALL. MAX SLOPE OF IMAGINARY LINE I I BETWEEN I I BOTTOMS OF NOTES THE BOTTOM OF FOOTINGS SHALL BE POSITIONED NOT TO EXCEED A 1:1 SLOPE TO THE BOTTOM OF ANY FOOTING OR BOTTOM OF ANY TRENCH IN ANY DIRECTION AS INDICATED IN SKETCH. — POST BASE BY OTHERS, COLUMN- REFER TO PLAN FOR SIZE TYP SEE PLAN FOR TURN DOWN SLAB LOCATIONS xxx xx ^ xx—x x—x—x a d.• REFER TO PLAN FOR TOP 3" CLR OF FOOTING ELEV TYPICAL WOOD COLUMN FOOTING 3/4"=V-0" 3" MIN BOLT PROJECTION 3" CLR 101, 6„ TYP AT HSS UNO w 1 /4 REFER TO PLAN FOR SIZE K BASE PLATE N- SHRINK GROUT Q Fl 117 d d d FOOTINGS I I I I 3/4" ASTM F1554 ANCHOR RODS EMBED 9"(Fy=36 KSI) REFER TO PLAN FOR TOP OF FOOTING ELEV TYPICAL COLUMN FOOTING 3/4"=V-0" FOR FULL LENGTH OF DOOR, PROVIDE 1/2" DIAX2'-0" GALV SMOOTH DOWELS AT 12" OC AT MID- DEPTH OF SLAB- CENTER ON JOINT. GREASE END OF DOWEL IN EXTERIOR SLAB CONCRETETURN DOWN SLAB EQ MATCH WALL THICKNESS BEYOND EQ REFER TO ARCH DWGS FOR DETAILS REFER TO CIVIL DWGS FOR EXTERIOR SLAB DETAILS ALIGN WITH OUTSIDE FACE OF WALL BEYOND CONTINUE ADJACENT WALL FOOTING UNDER DOOR OPENING TYPICAL FOUNDATION DETAIL AT EXTERIOR STOREFRONT/ CURTAIN WALL/ DOOR OPENING 3/4"=1'-0" REFER TO SCHEDULE FOR REQD LAP SPLICE PREVIOUS POUR 1/2" r w Lu u co Y - FOOTING REINF CONTINUOUS WALL FOOTING CONSTRUCTION JOINT (ELEVATION VIEW NO SCALE EDGE SLAB TYP REINF RE- ENTRA CORNERS 3/4"=V-0" FORMED KEYED JOINT I VAPOR BARRIER/ RETARDER (CONTINUOUS UNDER JOINT) WWF REINFORCEMENT POROUS FILL SUPPORT WIRE MESH WITH CONT SLAB BOLSTERS AT 4'-0" OC MAX WITH CONT HORIZ BOTTOM RUNNER PLATES TYPICAL SLAB -ON -GRADE - CONSTRUCTION JOINT DETAIL 3/4"=V-0" 2" CLR REFER TO PLAN FOR TOP OF FOOTING ELEVATION J U iu a d _> PROVIDE FTG STEP BAR FOR d EACH CONTINUOUS FOOTING REINFORCING BAR, 3 L REFER TO SCHEDULE FOR 3" CLR 1 REQD LAP SPLICE. AT CONTRACTOR'S OPTION ONE- PIECE BARS MAY BE PROVIDED (EITHER SHOP BENT OR FIELD BENT) REFER TO SECTIONS FOOTING STEP DETAIL CUT ON PLAN OR TYPICAL FOOTING NO SCALE �r x�x , • e .: �. T \¢ead -III- °• TURN x� DOWN 4X4'-0" AT MID -DEPTH WWF (2) #5 ) ~ d° • n a d . I AT �~ NT L --- - TYPICAL CONCRETE STAIR -ON -GRADE TYP )F SLAB 3/4"=1'-01, DETAIL FOR REINF SIZE AND QUANTITY 6X6- W2.9XW2.9 WELDED WIRE FABRIC 1/8" WIDE SOFT CUT SAWN CONTROL JOINT. SAW JOINT AS SOON AS POSSIBLE TO PREVENT CRACKING, DO NOT DISLODGE AGGREGATE OR CREATE A RAGGED EDGE SUPPORT WIREMESH WITH CONT SLAB BOLSTERS AT 4'-0" OC MAX WITH CONT HORIZ BOTTOM PLATES z " OF SLAB DEPTH g a LL w \ WWF REINFORCEMENT (DO NOT BREAK AT JOINT) VAPOR BARRIER/RETARDER (CONT UNDER JOINT) POROUS FILL TYPICAL SLAB -ON -GRADE AND CONTROL JOINT DETAIL 3/4"=1'-0., COORDINATE SLAB DEPRESSION WITH FLOORING MANUFACTURER SUPPORT WIRE MESH WITH CONT SLAB BOLSTERS WITH CONT HORIZ BOTTOM RUNNER PLATES (AT 4'-0" OC MAX) (V r DUNBA 110 THIRD ST. N.E. C HAR LOTTESVI LLE, VI RGI N IA 22902 (434)293-5171 Project No.: 2102-01 MIN VAPOR BARRIER / POROUS FILL RETARDER (CONTINUOUS UNDER JOINT) TYPICAL SHALLOW DEPRESSED SLAB -ON -GRADE LESS THAN 6" DEPRESSION 3/4"=1'-0" 1„ REFER TO ARCHITECTURAL FOR STAIR TREAD AND RISER DIMENSIONS #4 NOSING BAR- TYP (GALV AT EXTERIOR CONDITIONS) TYPICAL CONCRETE FOOTING, WALL AND SLAB REINFORCING BAR LAP SPLICES BAR SIZE BOTTOM BAR LAP SPLICE LENGTH TOP BAR LAP SPLICE LENGTH #3 1' 4" V-5" #4 1' 5" 1'-111, #5 1'-10" 2'-4" #6 2'-2" 2'-10" #7 T-7" 4'-7" #8 4'-6" 5'-101, #9 6-6" T-2" ao 1. LAP SPLICE LENGTHS ARE MINIMUMS FOR FOOTINGS, WALLS AND SLABS IN fc=3000 PSI NORMAL WEIGHT CONCRETE. MULTIPLY THESE LAP SPLICE LENGTHS BY 1.3 FOR USE IN LIGHTWEIGHT CONCRETE. 2. TOP BAR LAP SPLICES APPLY WHEN 12 INCHES OF CONCRETE OR MORE ARE CAST BELOW THE BARS. THIS ALSO APPLIES TO HORIZONTAL BARS IN WALLS. 3. REFER TO OTHER SECTIONS AND DETAILS FOR MORE STRINGENT REQUIREMENTS. Z� O w Q w � \ W w Z w QN � O N J Q w Q — = I v U CONTACT: BOB PINEO TEL:434-806-8365 (E) :bob@designdevelopllc.com PERMIT SET October 27, 2021 Q Oz Ix Z W Lu CLL W 0 z a 0 � a U � Lu J t n V Z Q _ J w m m ��rber311 /F/�1� ED ��rG� TYP FOUNDATION DETAILS ISSUE DATE: 10/27/2021 S201 1/2" DIAX 7" EMBED ANCHOR BOLTS GALV AT 4'-0" OC #5 AT 16" OC DOWELS WITH 8" HOOK IN FTG TYP EXTERIOR WALL SHEATHING IS 7/16" OSB (APA RATED) WITH 8d AT 6" / 8d AT 12" EDGE / FIELD NAILING 2X6 AT 16" OC WOOD STUD WALL 2X6 CONT TREATED BOT PLATE, TYP 4" CONC SLAB -ON - GRADE, TYP CONCRETE FOUNDATION FOUNDATION WALL #5 AT 16" OC HORIZONTAL, 2 MIN PER PIECE C) (2) #5 CONT EQ 8" EQ 24" BELOW FINAL GRADE, 2'-0" MIN TYPICAL FDN AND EXT WALL DETAIL SECTION 3/4" = 1'-01, 2X6 STUD BEARING WALL CONTINUOUS TREATED 2X PLATE CONNECT TO CONCRETE SLAB WITH PAF AT zo 12" OC Lu �m Lu �w , x xx=x X ,-x 7-7-7 (2) #5 CONT LAP 1'-10" AT 3" CLEAR SPLICES 2'-0" TYPICAL THICKENED SLAB AT INTERIOR WOOD STUD BEARING WALL 3/4"=1'-0" SECTION 3/4" = 1'-01, 2 S1.1 S2.2 DUNBA 110 THIRD ST. N.E. C HAR LOTTESVI LLE, VI RGI N IA 22902 (434)293-5171 Project No.: 2102-01 Z (2- O J / Wwrz LL ~ J ZN Q w N Q Lu Q 00 = I vU CONTACT: BOB PINEO TEL:434-806-8365 (E) :bob@designdevelopllc.com PERMIT SET October 27, 2021 • 0z IX ~ W WWC CL L > W Q c� z I a CL U � � J z Q o � w m m Q DO StepheLic. NSSIOA FOUNDATION DETAILS ISSUE DATE: 10/27/2021 S202 TYPICAL NAILING SCHEDULE MEMBER NAILS CONNECTION JOIST TO SILL OR (3) 8d COMMON TOE NAIL GIRDER (3) 3" X 0.131" DIA BRIDGING TO JOIST (2) 8d COMMON TOE NAIL EACH END (2) 3" X 0.131" DIA SOLE PLATE TO JOIST 16d COMMON AT 16" OC FACE NAIL OR BLOCKING 3" X 0.131" DIA AT 8" OC TOP PLATE TO STUD (2) 16d COMMON END NAIL (3) 3" X 0.131" DIA STUD TO SOLE PLATE (4) 8d COMMON TOE NAIL (4) 3" X 0.131" DIA (2) 16d COMMON END NAIL (3) 3" X 0.131" DIA DOUBLED STUDS 16d COMMON AT 24" OC FACE NAIL 3" X 0.131" DIA AT 8" OC DOUBLED TOP PLATE 16d COMMON AT 16" OC FACE NAIL 3" X 0.131" DIA AT 8" OC DOUBLED TOP PLATE (8) 16d COMMON FACE NAIL LAP SPLICE (12) 3" X 0.131" DIA TOP PLATE (2) 16d COMMON FACE NAIL INTERSECTIONS (3) 3" X 0.131" DIA CONTINUOUS 16d COMMON AT 16" OC FACE NAIL ALONG HEADER -MULTI -PLY EACH EDGE CONTINUOUS (4) 8d COMMON TOE NAIL HEADER TO STUD BUILT- UP CORNER 16d COMMON AT 24" OC FACE NAIL STUDS, EACH BRG 3"X 0.131" DIA AT 16" OC RIM JOIST TO TOP 8d COMMON AT 6" OC TOE NAIL PLATE 3" X 0.131" DIA AT 6" OC NOTE: USE NAILS SPECIFIED BY MANUFACTURER FOR ALL MANUFACTURED METAL CONNECTORS (SIMPSON STRONG- TIE HANGERS, UPLIFT ANCHORS, ETC.) BEARING WALL 2 CRIPPLE STUDS TO MATCH JACK STUDS DOUBLE KING STL EA LOAD BEARINC HEADER, UNO ON V IIYVLL J(1V 1\ V IV I`! I VI LIYIIYV III IYVIY- I_ (MV BEARING PARTITIONS. DOUBLE JACK STUDS AT OPENING IN LOAD BEARING WALLS, LINO. 1. HEADER SIZES: TYP, LINO (3) 2X10 NON -LOAD BEARING PARTITION (2) 2X8 TYPICAL WALL OPENIN 3/4"=1'-0" DOUBLE 2X TOP PLATE X STUDS AT 16" OC. REFER 0 WOOD WALL STUDS IN iENERAL NOTES :It C HEADER DETAIL WOOD ROOF TRUSSES AT 24" OC MAXIMUM / / 3 / I I 2 / / I -- -- ------ \ \ — J � L1J ��az \ \\ 3 2 o m Cr 0 \ C:)FUa I -- -- ------ � — ------ -- — \ — I BEARING WALL MINIMUM WOOD GABLE ROOF TRUSS NO SCALE O = 2X4 CONTINUOUS BOTTOM CHORD BRACING AT OR NEAR A PANEL POINT OF WEBS. 2O = 2X4 "VERT" CROSS BRACING, NAILED TO TRUSS WEBS (EXTEND FROM TOP TO BOTTOM CHORD) AT AN APPROXIMATE 45 DEGREE ANGLE AT 20'-0" OC INTERVALS MAXIMUM. O= 2X4 DIAGONAL BOTTOM CHORD BRACING. AT PERMANENT WEB MEMBER LATERAL BRACING (INDICATED ON TRUSS SHOP DRAWINGS), ADD A 2X4, 45 DEGREE DIAGONAL BRACE ON THE OPPOSITE SIDE OF THE WEB AT 20'-0" OC FROM TOP TO BOTTOM CHORD. LAP SPLICES OF BRACING MEMBERS ACROSS (2) TRUSSES MINIMUM. NAIL BRACING WITH (2) 16d NAILS TO EACH TRUSS. (3) NAILS AT ENDS OF BRACING. NOTE: TRUSS MANUFACTURER SHALL DESIGN COMPLETE BRACING SYSTEM AND PROVIDE PLANS AND DETAILS OF BRACING AS PART OF SHOP DRAWING SUBMITTAL. 4" 1212" OC 4" a TYP N NAILS AT 12" OC _/ E L E VAT I O N FROM EACH SIDE 3/4"=1'-011 4" 12" OC 4" If TYP fl 16d COMMON NAILS ELEVATION AT 12" OC FROM EACH SIDE 3/4"=1'-011 SECTION 1 1 /2"=V-0" SECTION 1 1 /2"=V-0" DUNBA 110 THIRD ST. N.E. C HAR LOTTESVI LLE, VI RGI N IA 22902 (434)293-5171 Project No.: 2102-01 2 PLY MEMBER PLYWOOD SPACER IF REQD 3 PLY MEMBER PLYWOOD PACER IF READ TYPICAL MULTI -PLY HEADER/BEAM DETAIL DIAGONAL X- BRACING AT TRUSS WEB MEMBERS (ELEVATION VIEW NO SCALE Z (2- O Lu Lu Lu LL ~ J Z N Qw O Q Lu Q 00 = I vU CONTACT: BOB PINEO TEL:434-806-8365 (E) :bob@designdevelopllc.com PERMIT SET October 27, 2021 0z IX Z W Lu CL O Lu 0 z a ix C a U � Lu J n r V Z I..L Q _ L3 L J w m m DO StepheLic. NSSIOA TYP FRAMING DETAILS ISSUE DATE: 10/27/2021 S301 C10X15.3 WELDED l OUTSIDE OF HSS COLUMN WITH 1/4" 1 WELD TOP AND BOl 1/2" DIA THREADED AT 16" OC WELDED' CHANNEL ALL SIDE; 2X8 AT 24" OC MAX ROOF SHEATHING 2X4 BLOCKING ROOF SHEATHING 2X4 BLOCKING SIMPSON H2.5AAT r CONTINUE SHEATHING SIMPSON H2.5AAT CONTINUE SHEATHING SIMPSON H2.5AAT EA TRUSS (ONE PER UP TO BLOCKING EA TRUSS (ONE PER UP TO BLOCKING EA TRUSS (ONE PER SIDE AT EA GIRDER SIDE AT EA GIRDER SIDE AT EA GIRDER TRUSS) i TRUSS) TRUSS) i i SEE ARCH FOR FINISH HIGH BEARING WOOD TRUSSES, SEE PLAN SEE PLAN NOTES FOR HIGH AND TYP TRUSS BEARING ELEVATIONS DOUBLE TOP PLATE, TYP. STAGGER SPLICE 4'-0" MIN OIL LOW BEARING SEE ARCH FOR FINISH � i i HIGH BEARING SIMPSON ITS1.81/11.88 L WOOD TRUSSES, TOP FLANGE HANGER SEE PLAN i i SEE PLAN NOTES FOR HIGH AND TYP TRUSS BEARING ELEVATIONS 1 1 (2) 2X12 LEDGER WITH 1 1 (3) SDS25800 AT 16" OC MAX I WALL BEYOND _Lv/lL OIL LOW BEARING ROOF SHEATHING SEE FINISH H FOR FINISH � i i SIMPSON ITS1.81/11.88 TOP FLANGE HANGER i i (2) 2X12 LEDGER WITH - (3) SDS25800 AT EA STUD 2X4 BLOCKING CONTINUE SHEATHING UP TO BLOCKING HIGH BEARING WOOD TRUSSES, SEE PLAN SEE PLAN NOTES FOR HIGH AND TYP TRUSS BEARING ELEVATIONS DOUBLE TOP PLATE, TYP. STAGGER SPLICE 4'-0" MIN x U w w U) (2) 1/4 X 4 1/2 SDS SCREWS AT 24" OC 1 1/4 X 11 7/8" - LSL RIM BOARD FULL DEPTH — BLOCKING AT 2'-0" OC DUNBA 110 THIRD ST. N.E. CHARLOTTESVILLE, VIRGINIA22902 (434)293-5171 Project No.: 2102-01 2X6 AT 16" OC PARAPET 1 2X4 KICKER AT EA STUD, TYP. 1 FASTEN WITH (3) 16d NAILS TO 1 STUD AND (2) 1/4" X 4 1/2" SIDS 1 SCREWS TO 2X PL BOT z SIMPSON A35 ANCHOR, TYP !E 2X6 � I N I 1 C SIDS SCREWS AT 8" OC, XTYP m LOW BEARING DOUBLE LVL AT KICKER SUPPORT SIMPSON H2.5AAT EA BLOCKING MEMBER SECTION 1 SECTION 2 1 SECTION 3 SECTION 4 3/4" = 1'-01. S1.2 S3.2 3/4" = 1'4" S1.2 S3.2 3/4" = 1'4" S1.2 S3.2 3/4" = 1'-01. S1.2 S3.2 FER TO PLAN FOR ADER 3 LEDGER WITH (2) SDS25600 AT 16" OC ALL THREE SIDES C1OX15.3 FASTENED TO INSIDE OF 3 PLY JAMB STUDS WITH (2) 3/4" BOLTS AND BLOCKING BETWEEN FLANGES 1/2" DIA THREADED RO AT 16" OC WELDED TO CHANNEL ALL SIDES 2X8 LEDGER WITH (2) SDS25600 AT 16" OC FRAME HEADER INTO 2X8CHANNEL BLOCKING WITH TOP FLANGE HANGER 2X6 WALL BEYOND C10X15.3 2X8 BLOCKING AT 24" OC (2) 2X4 STRUTS TO BLOCKING WITH (2) 1/4 X 3 SCREWS EACH END DOUBLE 2X BLOCKING AT COLUMN WITH (2) SIMPSON A35'S TO WALL TOP PLATE 3/8 X 5 X 0'-8" CAP PLATE WITH (2) 1/2" DIA THROUGH BOLTS 114 FLANGE TYPICAL PLAN DETAIL AT CORNER OF CANOPY SECTION 5 1 SECTION 6 1 SECTION 7 1 SECTION 8 3/4" =1'-01, S1.2 S3.2 3/4" = 1'-0" S1.2 S3.2 3/4" = 1'-0" S1.2 S3.2 1 1/2" = 1'-01, S1.2 S3.2 MECH. ATTIC FLOOR GABLE END -WALL TRI WITH VERTICALS AT 2 MAX SPACING 2X6 BLOCKING AT 24" WITH SIMPSON A35 T1 WALL TOP PLATE SECTION 3/4" = 1'-01, 9 S1.2 S3.2 Z 0- (.50_ J LLIW H Q LL \ W w Z w QLu 0 0 � O Q w Q 00 = I v U CONTACT: BOB PINEO TEL:434-806-8365 (E) :bob@designdevelopllc.com PERMIT SET October 27, 2021 0z IX ~ W Lu CL L OtW �+ Z Q C a U U � J r n V Z Q _ J W m m E0 Stephen D. Barer o. 025731 L ROOF FRAMING DETAILS ISSUE DATE: 10/27/2021 S302 PLYWOOD SHEAR WALL SCHEDULE NAIL SPACING AT SIMPSON HOLDOWN TO STUD/POST MIN END POST SIZE COMMENT MARK SHEATHING PANEL EDGES HOLDOWN FASTENING SW 7/16" PLYWOOD 8d NAILS AT 3" OC HDU8-SDS2.5 (20) 1/4 x 2 1/2 SIDS SCREWS (3) 2X SPF STUDS (1) SIDE OF WALL NOTES: 1. PLYWOOD FOR SHEARWALLS SHALL BE 7/16" THICK APA RATED STRUCTURAL I PANELS. USE MINIMUM 4'-0" X 8'-0" SHEETS WITH THE LONG DIMENSION ORIENTED VERTICALLY. PLYWOOD SHALL BE CONTINUOUS FULL WALL HEIGHT FROM FIRST FLOOR SILL PLATE TO DOUBLE TOP PLATE AT ROOF. 2. REFER TO SHEAR WALL ELEVATIONS AND DETAILS THIS SHEET. 3. IF END OF SHEAR WALL FALLS AT A WINDOW OR DOOR JAMB, PLACE HOLDOWN AT JAMB AS INDICATED AND CONTINUE PLYWOOD TO NEXT INTERSECTING STUD WALL. 4. PROVIDE SOLID BLOCKING AT ALL PANEL EDGES AT ALL SHEAR WALLS. SIMPSON SPH8 STUD PLA TIES AT THE TOP OF EA S- SIMPSON A35 AT 2'-0" OC, LINO ON PLAN I I r-----X I I r----- I I Xr----- I I --- I I TE --71 FUD REF PLAN FOR SHEAR WALL EXTENT TYPICAL PLYWOOD SHEARWALL ELEVATION AT ROOF I YF'IUAL t--LYVVUUU Z)HtAKVVALL ELEVATION AT CONCRETE WALL CONT BLOCKING AT SHEAR WALLS WITH SHEATHING CONTINUOUS UP TO ROOF DECK ROOF TRUSS TOP PLATES REFER TO SHEAR WALL SCHEDULE FOR END POSTS REF SHEAR WALL SCHEDULE FOR END POST HEADED ANCHOR ROD (MATCH DIA REQ'D BY HOLDDOWN MFR), EMBED V-4" INTO CONCRETE PROVIDE SOLID BLOCKING MATCHING POST ABOVE PROVIDE (2) ADDITIONAL #5 DOWELS AT EA HOLD DOWN DUNBA 110 THIRD ST. N.E. C HAR LOTTESVI LLE, VI RGI N IA 22902 (434)293-5171 Project No.: 2102-01 Z 0- (.50_ I W H Q w> W W z w Q� LLJ 0 � 0 � O N J Q w Q 00 = I v U CONTACT: BOB PINEO TELA34-806-8365 (E) :bob@designdevelopllc.com PERMIT SET October 27, 2021 0z IX Z W CWC CL L W 0 z I a CL U � > J Z Q w m m Q DO StepheLic. NSSIO SHEAR WALL DETAILS ISSUE DATE: 10/27/2021 S303