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HomeMy WebLinkAboutWPO202200032 Plan - VSMP 2022-07-19E BERKMAR SELF STORAGE SITE DATA: TAX MAP PARCEL AND OWNER INFO: PARCEL 04500-00-00-112E0 PARCEL 04500-00-0011200 BERKMAR HOLDINGS LLC 411 EAST FRANKLIN STREET, STE 400 RICHMOND, VA23219 LIMITS OF DISTURBANCE: 4.74 ACRES EXISTING AREA: PARCEL 04500-00-00-112EO = 1.73 AC. PARCEL 04500-00-0011200 = 2.69 AC. EXISTING ZONING: HIGHWAY COMMERCIAL. RELATED TO ZMA-2016-00009 OVERLAY DISTRICT: MANAGED SLOPES SHOWN PER ALBEMARLE COUNTY GIS, AIRPORT IMPACT AREA (AIA), AREAS OF MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT. THESE OVERLAY DISTRICTS ARE NOT BEING REVISED AS PART OF THE PROJECT. MAGISTERIAL DISTRICT: RIO CURRENT USE: WOODED AREA PROPOSED USE: COMMERCIAL SELF -STORAGE (105,000 GSF) HOTEL (43,364 GSF) MAXIMUM BUILDING HEIGHT: 65 FT PROPOSED BUILDING HEIGHTS: COMMERCIAL SELF -STORAGE 40 FT HOTEL 49 FT PROPOSED IMPERVIOUS AREA: 3.04 AC SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TYLER JAMISON ROUDABUSH, GALE & ASSOCIATES, INC 999 2ND STREET SE CHARLOTTESVILLE, VA 22902 434-977-0205 SURVEY CONDUCTED: MAY 14, 2021 SURVEY REVISED: JUNE 20, 2022 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 REQUIRED BUILDING SETBACKS: FRONT: 53 FT MIN. SIDE: 56 FT MIN AND 50 FT MIN REAR: 36 FT WETLAND IMPACTS: NONE UTILITIES: ACSA WATER AND SEWER WATERSHED: SOUTH FORK RIVANNA (BELOW RESERVOIR) FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. PARKING CALCULATIONS: HOTEL PARKING: HOTEL PARKING REQUIRED: 1 SPACE PER ROOM = 1 SPACE X 92 ROOMS = 92 SPACES PROVIDED HOTEL PARKING: 83 SPACES SELF -STORAGE PARKING: SELF -STORAGE PARKING REQUIRED: 8 SPACES (PER SECT. 4.12.7 SELF -STORAGE WAS NOT LISTED IN SECT. 4.12.6) PROVIDED SELF -STORAGE PARKING: 8 SPACES Berkmar Self Storage Site -Trip Generation Analysis - Peak Hour of Adjacent Street Buildout Land Use AM Peak Hour PM Peak Hour Average Land use Size Units Code In Out Total In Out Total Daily Trips Propposed Develeopment Self Storage 105000 S.F. 151 5 4 9 8 8 16 152 Hotel 92 Rooms 310 22 17 39 20 20 40 735 Total Propsed Development Trips 27 21 48 28 28 56 887 Note: Based on the Institute of Transportatin of Engineers Trip Generation, 11th Edition. Assume General Urban/Suburban land use category UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE 3 9VAC25-790-460): HOTEL = 130 GPD/ROOM 130 GPD/ROOM X 92 ROOMS TOTAL = 11,960 GPD AVERAGE HOURLY DEMAND = 11,960 GPD / 24 HOURS = 498.3 GPH MAXIMUM HOURLY DEMAND = 498.3 GPH X 300%= 1,495 GPH PEAK HOURLY DEMAND = 1,495 X 150%= 2,242.5 GALLONS 2,242.5 GPH / 60 MIN = 37.38 GPM SELF -STORAGE FACILITY = 15 GPD/PERSON (PER 8-HR. SHIFT) SEWER FLOW (AVERAGE DAILY FLOW) AVERAGE FLOW RATES (FROM TABLE 3 9VAC25-790-460): HOTEL: 130 GPD X 92 ROOMS = 11,960 GPD WPO - 2022 - COUNTY OF ALBEMARLE, VIRGINIA o7/ia/Zo2z South fork Rlvan,e Wver RP�el�an PROJECT LOCATION Qj M.May crude, °g cemaey is ° A,edrFementary School a F' h oOo or eeti x 'o Q `�k Q' s `z Y ;p v a 'Ih W Ov a nranm•^M � W.dproot i °u4p Elementary smoal co pz $F a M)FS Aadtn� i� x VICINITY MAP SCALE 1"=1000' r �a OWNER: BERKMAR HOLDINGS LLC 411 EAST FRANKLIN ST STE 400 RICHMOND VA 23219 CONTACT: FRANK STONER TELEPHONE: (434) 245-5804 EMAIL: FSTONER@MILESTONEPARTNERS.COM ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: JESSICA DENKO, P.E. TELEPHONE: 434-295-5624 EMAIL: 3ESSICA.DEN KO@TIMMONS.COM k,iq a o^a k.Po. C �Ce Gloucester Rd C f 4 fee rM4°asy {A9k a§ ` R+ha 5 age• Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 PROFFERS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.2 EROSION & SEDIMENT CONTROL PHASE I C3.3 EROSION & SEDIMENT CONTROL PHASE II C4.0 LAYOUT & UTILITY PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 DETAILED GRADING PLAN C5.2 INLET DRAINAGE AREA MAP C6.0 PRE -DEVELOPED DRAINAGE AREA MAP C6.1 POST -DEVELOPED DRAINAGE AREA MAP C6.2 STORMWATER CALCULATIONS C6.3 STORMWATER MANAGEMENT CALCULATIONS C7.0 EASEMENT PLAN C8.0 STORM PROFILES C10.0 SIGHT DISTANCE PROFILE TOTAL SHEETS = 22 Atli 10F1e Coultty ServiceAuth�rity Hydrant Flow Date of Report 6/3/2022 " `:�� Test Report ea � rNal WMksHe. VA 22all h1M) 9n«l l Location MALLOY 29 N Pressure Zone URBAN RING Dateand Time of Test 6/2/20228:54:OOAM Minutes of Flow Pipe Size (Inches) 12 Pressure Hydrant 10393 Static Pressure (psi) 128.2 Residual Pressure (psi) 114.1 ::1 Q20 Looped El Q20 Multiple Inline Hydrants ®Q20 Single Flow Sprinkler Test Single Flow Flow Hydrant #1 F 12455 Pitot Pressure #1(psi) 7974 Yellow 1 © Test Flow 1 1585 Flow Hydrant #2 Pitot Pressure #2 (psi) Yellow 2 El Test Flow 2 �0 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 ❑ Test Flow 3 0 Total Estimated Flow (gpm) 1585 AWWA Q20 Calculation (gpm) 476] (No value in WE indicates insufficient pressure drop for Q20 OR a sole sprintlertertJ Comments Hydrants opened all the way; Porme MukulMngphaflow Wi ared PollaMdiffuser'. see eq. a, Walski and LRet article 1EN l Endd ManagementaM Operations AW WA. For yellow Pollard dMusery a pert fit third o,der potymnlal equation &the PollaM flow vs pact pressure Guge R used. Estimated Consumption (gal) 3170 For use for water audit Signature of Tester: Test Hydrant _ 1cas Flow Hydrant a fia c a.�-hundemmraner N -aaresples.+e.w.l aeeir, _11-dn .Ipq.yv mm pr ssrren e yy�aw.yw 0 9wcn.yq 90 ig0 2]0 380 'm Feat Derr I lus, Ownership Arive, ACSA dvd., Pews Oe'earip reue n Main p Ow a,.hic O���A V I in up JESSICA R. DENKO Uc. No. 57291 %Lloo_ -7/18/22,, N Z 0 f f Z O U U In w 0 Z O In w Of DATE 0711812022 DRAWN BY Y. TA DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE N/A w OIssessesses a W J J m w wa0 `L U U U Mw W IOB NO. 48033 SHEET NO. C0.0 L I HOF P II �- Original Proffers X _ 2. a) The following by right uses in Highway Commercial (HC) zoning shall not be permitted: � JES�SIOp R. DENKO y 57291 Amendment i. Pipe and tobacco shops lie. No. ii. Barber/Beauty shops _TAE8122��`` PROFFER STATEMENT iii. Laundromats FSSIQNA\ iv. Farmer's Markets E ZMA No. 2016-09 v. Funeral Homes ,vi. Wayside Stands Tax Map and Parcel Number(s): 04500-00-00-112E0, 04500-00-00-11200 Lvii. Hospitals viii. Restaurant drive thru windows c o Owner(s) of Record: Brian J, McMahon & Stephen K von Storch (TMP 04500-00.00-112E0) b) The following use shall be restricted: N N Stuard R Wood (TMP 04500-00-00-11200) i. Cemeteries — The existing cemetery shall not be expanded. E ii. Mini -storage — Shall be limited to the Secondary Development Zone or the tipper floors Date of Proffer Signature: December 9, 2016 within the Primary Development Zone. w a' yy — 4.428 acres to be rezoned from R-G Residential to HC — Highway Commercial with restrictions. ss Retail uses will be limited to no more than 25,000 square feet of the total floor area built on the �.VW.v3 ¢ U. 2 site. This represents approximately 25% of the projected total floor area projected to be built on the C r BrianQ� J -� McMahon & Stephen K von Storch (TMP 04500-00-00-112EO��rd R Wood (TMP 04501F•� Property. p �. Uco J Z 00-11200 LU O are the owners (the Owners") of Tax Map and Parcels 04500-00.00-I12E0 and 04500-00-00 11200 - estab ' unents built on the property -shall be limited to 1,500 square feet o3�ss per FaBn¢lt u, M o X a CII U (the "Property") which is the subject of rezoning application ZMA No. 2016-09, a project known as the Wood J LU von Storch Rezoning (the "Project"). 5. ResidenitR al''uses shall be --secondary and limited to the upper floors of multi=story'buildings. ? ^ X v o Z Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the a' '^ LD � � o conditions listed below which shot[ be applied to the Property if it is rezoned to the zoning district identified shall hreserve an area along Owners sa 6. g the Berkman Drive frontage between the edge of the 8 ° W above. These conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the existing right-of-way and a building setback line measured on the property, 44 feet from the Center a conditions are reasonable. Line of the Berkmar Drive Right of Way (Reserved Area until the Small Area Plan for Berkmar L' Drive is completed. This reservation, or a portion thereof; wth terminate upon determination by the mH The Owners shall construct improvements on the Property in general accordance with the Concept County in the Small Area Plan that some or all of such Reserved Area is not needed (The Reservation Plan prepared by Stoneking von Storch Architects entitled "3400 Berkman Drive Concept Plan" dated Period). The Reserved Area shall remain free of buildings or other obstructions during the Reservation November 16. 2016 which is attached hereto and other applicable County zoning and site plan Period. However, the Owners reserve the right to construct turn and taper lane improvements withinOf vi requirements as determined by the Director of Planning and the Zoning Administrator. To be in the Reserved Area. if the determination of the County in the Small Area Plan is that the Reserved M general accord with the Concept Plan, future development shall reflect the following major elements as Area, or a portion thereof, will be needed for future Berkmar widening or improvements, then the shown on the Concept Plan: Reserved Area, or a portion thereof, shall be dedicated to the County upon demand. � a Primary Development Zone - Fronting on Berkmar Drive and extending into the n _ collective properties approximately 50%I of the total property depth. Within the 7. The Ownerrshall restrict parking uses to the side or rear of buildings within the Primary it w Primary Development Zone, buildings shall have relegated parking as defined in proffer Development Zone. The front minimumparking setbacks shall be no closer to the right-of-way than w 7 below and pedestrian access from Berkmar Drive. any existing or proposed primary structure in the PrimaryJ)evelopmenl Zone. = a It. Frontage Zone — An area fronting on Berkman Drive of approximately 378 feet, in V a which buildings must occupy a minimum of thirty-five percent (35%) of the total S. Owners shall reserve an area 40 feet wide along the northern property boundary as shown on o DATE Frontage Zone and provide for pedestrian access from Berkmar Drive. the Concept Plan until the Small Area Plan for Berkmar Drive is completed. This reservation, or a 0 c. Cemetery Zone —An area at the northwestern corner of the site, along Berkmar Drive portion thereof, will terminate upon determination by the County in the Small Area Plan that some or in which a preexisting cemetery has been identified and shall be preserved or removed all of such Reserved Area is not needed but not later than Jan 1 2020 January (The Reservation Period). 0 o 07/18/2022 in accordance with the laws of the State of Virginia. The Reserved Area shall remain free of buildings or other significant obstructions during the DRAWN BY vaticbuilding Areas— An along Berkmar Drive between the existing right-of-way 4� Reserand Reservation Period. the Owners reserve the right to construct parking lots within the a linwea property, 44,feet from the Center Line of ReservedArea- the �e emu nation of the County in the Small Area Plan is that theReserved Area, Y. TA the Berkmar Drive Right and a 40 foot wide area along the northern property boundary or a portion thereof, wtlfbe needed for a future connector road from Berkmar Drive to Rte 29, then the DESIGNED BY as shown on the Concept Plan, subject to the terms in proffers 6 and 8 below. Reserved Area, or a portion thereof, may be acquired by the County or VDOT for such purpose. • • J. DENKO • CHECKED BY I 2 J. DENKO • SCALE • N/A • 9. Owner shall delineate the boundaries of the cemetery identified on the Concept Plan and submit 9. Owner shall delineate the boundaries of the cemetery identified on the Concept Plan and submit a treatment plan for such cemetery for approval by the County Director of Community Development, a treatment plan for such cemetery for approval by the County Director of Community Development, or designee at the plan or plat review stage of any development on the property which could impact the or designee at the plan or plat review stage of any development on the property which could impact the cemetery. Cemetery. OWNERS: OWNERS:, `� 0 W _ Brian d. McMah� Y Brian J. McMahon — J g Stephen von Storch _ Stephen'IG"von Storch O Q LL _J LL U) Robin U. Wood Robin M. Wood Q LL L W J m IL W a LL Lr) LL O 0 n/ CL Z 0 SQ U L O LL U 0 �. 3 3 JOB NO. 48033 SHEET NO. C1.0 L ACSA GENERAL WATER & SEWER CONDITIONS GENERAL NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND SPECIFICATIONS AND STANDARDS. WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL LINES AND STRUCTURES, AS NECESSARY. FEDERAL, STATE AND LOCAL AGENCIES. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE THE LINE. OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR 16. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE PLACEMENT OF AGGREGATE BASE COURSE. UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES SEWERS, WATER, AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). THE SPECIAL INSPECTOR-S REPORT MUST BE AS DEEMED NECESSARY. SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 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 GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 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 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR APPLICATION OF THE SURFACE COURSE(S). REE(S). VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 21. A GEOT ENGINEER IS ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL C 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 22 S PRIOR EP FAILURES PRIOR N STATE ACCEPTANCE. (N/A) ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. SUBGRADE. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT 23. CERTIFICATION AND SOURCE OF MATERIALS ARE BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE A PREREQUISITE 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OFF WAY. (N/A) PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD . N/A ) 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING 2 ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 27. WHERE A TYPE "B" NOSE IS SPECIFIED AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. TRANSITION ON EACH SIDE OF THE INLET. (N/A) 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS Q EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. OWNER'S REPRESENTATIVE AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE (PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES) AND WITHIN ALL ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. ICC/ANSI Al17.1-03. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. TO 9:OOPM. 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 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO 33. END OF THE DAY VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. MINIMIZE ANY HAZARD PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO 34. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT R 35. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE VIRGINIA CONSTRUCTION CODE. SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION THE PROPERTY. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. DI BE AND IN THE 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION MONTHS D MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR MARCH TO FEBRUARY TO CONSIST A E L WINTER PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOU FOR THEIR AND IL O CONSIST ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH TO BE TO CONSIST UGH ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. APPLIED . APPLIED AT 80LBS/LIZATI ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. A . 38. LIGHTING NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT LIMESTONE SHALL APPLIED AT 000SF, INCORPORATED INTO THE TOP INCHES SOIL. FERTILIZER SHALL BE APPLIED ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS A 10-2 IN E AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND N SHALL NOT EXCEED ONE HALF FOOTCANDLE. 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. LU 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO FIRE PREVENTION NOTES z 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 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING CONDITIONS MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE Y ii IMMEDIATELY. DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL STATEWIDE FIRE PREVENTION CODE. v INSPECTOR. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL y 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT PROTECTION ORDINANCE SECTION 17-204G.) CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. c DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 0 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS L Albemarle County Engineering ARRIVE ON SITE. Final Plan General Notes 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE n Page I of WITH THE VIRGINIA STATEWIDE FIRE CODE. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR L ALBEMARLE COUNTY LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; FINAL PLAN GENERAL NOTES HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA i STATEWIDE FIRE CODE. ° General Construction Notes 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND D SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. 3 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 BLASTING NOTES Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of p the permit. Where any discrepancies occur the requirements of the permit shall govern. 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES `n 3. Erosion and siltation control measures shall be provided in accordance with the approved '> erosion control plan and shall be installed prior to any clearing, grading or other construction. 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION �I 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, OF DAMS. t nI lesser slopes of 3:1 or better are to be achieved. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; E CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION County Engineer, or designee, it is deemed necessary in order to stabilize a drainage CONTROL INSPECTOR. d channel. n 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic s Control Devices, 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9 9. All excavation for underground pipe installation must comply with OSHA Standards for W the Construction Industry (29 CFR Part 1926). ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1 2. 3. 4. 5. 6. 7. 8. 9. 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. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 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. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 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. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 2" R CONIC CURB AND GUTTER CLASS 3A, (Pc=3,000 PSI) CONCRETE 6„ .4 °. a. 13" ° a °d ° 7 COMPACTED SUBGRADE 44 CONTINUE 21B STONE 4" MIN. BASE FROM ADJACENT 1 PAVEMENT SECTION UNDER CURB 6" 6" 2'-0" VDOT STANDARD CG-6 CURB & GUTTER No Scale / 4" TOP OF CURB R=2" SURFACE BASE VDOT A-3 CONCRETE SUBBASE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale DI-1 A lV n j. lV W -- 9M„ 2'-7', 91/„ 4 -2' of ♦KI REMOVED) DETAIL A 4'-2" as as as a ios > COLLAR ZZ ZZ 12n z3 sg lV Fq m j, I �/2 SECTION CAST IRON -�(� I/2 SECTION STEEL NOTES 2'-7" LUGS TO BE 1'-31/{' L 2�I2" • 21/z" • /i" CAST WITH 10'-4" LONG 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR PLANS. FOR DEPTH GREATER THAN 10'USE STANDARD DI-1A T 1 2. THE DDIMENSION SHOWN ON THE I STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF /i'x M" x 4"J LUGS SEE DETAIL A - CAST GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING 66 ± WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS 43.6 LBS CONNECTORS SHALL BE DETERMINED THE 3 LBS � TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE LUGS CONNECTORS INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE i/z" x 4" STRUCTURE. 2" STUD 4. IN THE EVENT THE INVERT OF THE �I CONNECTORS OUTFACE PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL COLLAR DETAIL /" MIN RAISED LITTERING 5. TO INLET SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. DUMP NO WASTE DRAINS TO WATERWAYS DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - IN -PLACE. ///---HARDWARE 2 6 T-3" U SEE DETAIL B 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE CLOTH 4" DEPTH AGGR PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT #68. 7OR = SETTLEMENT. IN LIEU OF DOWELS #8 61. VI'IDTH A 2"X4" NOTCH MAY BE PROVIDED. u 13, 4 FOR ALTERNATE DIAMETER DESIGDARD N WEEP HOLE SEE NOTEB io 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH ', MESH M GALVANIZED STEEL WIRE, MINIMUM OR 24" WIRE DIAMETER 0.03". NUMBER 4 MESH WI R HARDWARE CLOTH ANCHOREDFIRMLY STRUCTURE TO THE OUTSIDE OFFTHEESTRUCTURE 9. CAST IN PLACE CONCRETE IS TO BE A > n p > CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI SECTION A -A �2 CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL e 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE 15" CONCRETE PIPE - 1.528 CU, YD. CONCRETE Is" CONCRETE PIPE - 1.620 CU. YD. CONCRETE 24" CONCRETE PIPE - 1.817 CU, YD. CONCRETE ADD 0.469 CU. YD. PER ADDITIONAL FOOT OF DEPTH - ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 1 REVISION DATE 104.01 t +m E- 2" 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER ----•'-��{{�=����---- MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. APPROXIMATE WEIGHT CAST IRON 11. DUMP NO WASTE TO WATERWAY t 3, GRATE 363 ± 18 LBS LETTERING IS REQUIRED ALL DIM O GRAT LOCATIONOF ET MAY TION C-C SECTION D-D VARYES. BYLMANU AC URER.TERING GRATE DETAIL STANDARD DROP INLET 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10- VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 233 302 �PC I n OF /'rl DENKO Uc, �, 57291 7/18/22,: vi 0 0 x 0 0 x F 0 w w x Z 0 0 0 H Z O H a iY U LU W 0 Z O U1 w n a DATE 0711812022 DRAWN BY Y. TA DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE N/A LU V 9 O > J_ Lu J IILL a L W Jm Q W Q 06 0 W Cj. r LU Q z O O Z LU W JOB NO. 48033 SHEET NO. C1.1 L >_ E SIGNAGE NOTES: SITE PLAN LEGEND VARIABLE WIDTH, NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% p,�T H OF `�T' 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH ��� THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY PROPOSED EXISTING /) _,� cy ° °' d '' °"' '" ° REVISION THERE TO: /�/�/�/� ,' a . /�/�/�� ° ° ° ��� `/�"y A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.\�/�\/� � ��\\ PROPERTY LINE WATER R. DENKO r B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC j // ® POST/BOLLARD c GAS tom, JrA CONTROL DEVICES. ��j� \ / � ��i lic, No, 51291 C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. 4 3,000 PSI AIR -ENTRAINED 4 SIGN STORM D. THE 2000 INTERNATIONAL FIRE CODE. COMPACTED SUBGRADE 4" TYCONCRETE PE 1 B STONE COVER BUMPER BLOCK SANS SANITARY `rSIONAL�'�G 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE QUIPPEHYDRANT WITH g1ARLOTFE5— ® SATELLITE DISH UGT COMM DUCT BANK FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS VILLE THREADS WHICH IS A THE LOCAL STANDARD. CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN ® TRAFFIC CONTROL BOX UGP ELECTRIC DUCT BANK NOTE 1 ABOVE. NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN LENGTH OF BRANCH VARIES o 0 E ACCORDANCE WITH ALBEMARLE COUNTY s' MIN To 10 O UNKNOWN MANHOLE CATCH BASIN 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND "'•" a STANDARDS. t8-_22.----------- STORM SEWER STORM MANHOLE a 0 > E7 INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND CU. FT. VALVE BOXa E INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. #68 STONE ® STORM SEWER MANHOLE SANITARY MANHOLE O® _ i 3 CONCRETE SIDEWALK PAVEMENT SECTION No Scale ® CATCH BASIN E o SANITARY CLEAN OUT a u o 3 SOLID WHITE LINE 24" STOP �P) 42"MIN ;° : I �A GRATE ,: 7EEx s" CATCH BASIN WITH DOME GRATE FIRE HYDRANT LLO w J u m ZO EXPANSION JOINT WITH PREMOLDED EXPANSION , > � °m 1/4" SEALANT ® TRENCH DRAIN FDC 2soo P.S.I. CONCRETE .: o In �, LD a i 12' FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV.,SEALWITH WWF 6x6 W2.9xW2.9 BASE AND THRUST %(:! BLOCK AGAINST !\ //---SAN--- SANITARY SEWER SONDISTURBED 57ABLE P \ / METER W Z ~ -2' M p Q Of Lu STD. (VARIES) SILICONE SEALANT 2" IL STEEL PILE VVV 0 SANITARY SEWER MANHOLE SETBACK -AT/FP STANDOFF RESTRAINED JOINT FITTINGSQ 0 < Lu R1 1 OR WHEN WHEN THE SOIL IS DISTLOCATED U 0 ENTRAINED PORTLAN 10" 3,000 PSI AIR ENTRA D T IN A A HYDRANT IS LOCATED IN A FILL, IN ADDITION---w--- WATER LINE ® WATER VALVE TO POURING CONCRETE, A STEEL PILE SHALL x Q u� H .. NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL d CEMENT CONCRETE BE USED AS ADDITIONAL SUPPORT. 0 WATER MANHOLE 0 GAS VALVE N HIGH INTENSITY SHEETING NO SCALE 6" TYPE 21A STONE COVER 0 WATER VALVE ® BOLLARD SOLID WHITE LINE NOTE m J COMPACTED SUBGRADE CBR 11.2 ( ) 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 4 WATER LINE MARKER STREET SIGN 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES) $ FIRE HYDRANT ❑ GAS METER 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND Ui 6' r DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS VALVE BOX. 4. THE ATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. MONITORING WELL LIMITS OF DISTURBANCE IT IS NOT ALLOWED IN THE DITCH. O 5. FIRE HYDRANTS SHALL DE INSTALLED GAT LOCATIONS WHERE WEEP —G--- GAS LINE GUARDRAIL HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF — — x REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE � O HEAVY DUTY CONCRETE SECTION PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. A GAS METER X FENCE _ 2' 2' 0 GAS VENT XXX MAJOR CONTOUR o w No Scale (TYP.) (TYP.) R=Y4' CONTROL JOINT SPACED TYPICAL FIRE HYDRANT ASSEMBLY DETAIL w w AT WIDTH OF WALK ;'.°<.' 1 °" $OORINGTOFOLLOWTYPICALPATTERN " AS REFERENCED IN SITE SPECIFICATIONS UNLESS OTHERWISE DETAILED IN 4 GAS MARKER XXX MINOR CONTOUR N.T.S. F'G W~4---uGT--- COMMUNICATIONS/TELEPHONELINE ►Q SITE LIGHT �a 0 TELEPHONE/COMMUNICATIONS MANHOLE OX PARKING SPACE COUNT U z OW Q STRIPING AND SIGNAGE DETAIL NO Scale DATE d,• .< > e`° > RESERVED RESERVED LANDSCAPE PLANS. +:° >.. ���,; ; - - �. GRADING ® TELEPHONE PEDESTAL 0 0711812022 PARK PARING ,:,� TC = TOP OF CURB O } DRAWN BY EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER EXISTING PAVEMENT PROPOSED PAVEMENT EP = EDGE OF PAVEMENT ® COMMUNICATIONS VAULT ~ TW=TOP OF WALL BW = BOTTOM OF WALL - — —uGP— — - ELECTRIC LINE Y. TA DESIGNED BY CONC. WALK a SAWCUT THROUGH a MATCH EX. CROSSED TS =TOP OF STAIRS B BOTTOM F STAIRS ACE SLOPE UNLESS OTHER T WISE N/A=NOT APPLICABLE TO THIS PROJEC • COURSE PLA w SPECIFIED ON PLANS • J DENKO PENALTY PEt1ALTY X © ELECTRIC PULL BOX Sp0 3500 RNE 3100 3500 RNE @'9 °° ° y ' °' a•:- w &REMOVE • CHECKED BY TOW AWAY "NETOW AWAY ZOrE d� o 4 4- ^', :.,' ° ° PAVEMENT PROPOSED m ELECTRIC METER SURFACE R UTILITY POLE : J.DENKO IIT T 2" * COURSE • SCALE 6' ABOVE ACCE88BLE 6' ABOVE EXISTING wi DECIDUOUS TREE N/A i, /�/�/�/� FINISHED FINISHED PAVEMENT CONIFEROUS TREE • GRADE GRADE COMPACTED SUBGRADE 4" 21-B STONE i, SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR BUSH • —[:NoC ONCRETE SIDEWALK JOINT DETAIL PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING MILL Ex. SURFACE COURSE SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) GUARDRAIL BASE COURSE Scale WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL SAWCUT EX. X FENCE BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5 EDGE OF PAVEMENT AGGR. BASE — —xxx— — MAJOR CONTOUR VA. SIGN FOR THE DISABLED ON 0.80 GAUGE 5.0" INTERMEDIATE BASE COURSE - BM25.0 NOTE: PROPOSED PAVEMENT MUST TIE - - - - xxx- - - - MINOR CONTOUR ALUMINUM. COLORS: GREEN BORDER & IN WITH EXISTING PAVEMENT LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, 6" TYPE 21-A/B AGGREGATE ® SOIL BORING WHITE BACKGROUND. SUBBASE COURSE SURVEY CONTROL MONUMENT �\���\������\,��\���\�� PAVEMENT REPLACEMENT JOINT DETAIL PARKING SIGNS FOR THE DISABLED COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS 0 SURVEY CONTROL POINT No Scale No Scale 23'-0'• 1 x 4 CAP Ot/ER HEAVY DUTY ASPHALT PAVEMENT SECTION DOORS ONLY CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR 11 1 1 x 6 6" HASP SIDING (Lu v No Scale IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (VAN) 2.0" BITUMINOUS CONCRETE 9 5 ECOURSE - N TWO LIFTS) 5• 2.83' 2.83' 2.83' 6' 2.83' 2.83' 2.83' 1 x 6 BOLLARD (TYP.) TRIMMER HANDICAP SIGN LOCATION (TYP.) (PLACED 8" TYPE 21A/B AGGREGATE BASE COURSE CONC. 4 x 4 METAL POST (TYP.) 1 6 CAP O < x PAD J 0 0 0 6 x 6 METAL POSTS 12' STRAP H Lu Ln � _ Q \/ \/�\\//\\/�\\/\\/�\\/�\\/��j.�, COMPACTED SUBGRADE 5' EOP FACE OF HINGE Q w CURB LL 2: PALu PER INTED 2% MAX. 18 18 DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANSL J ED VDOT 4„ W Q co �4„ SPEC. PAINTED (� /�) V / STRIPE LIGHT DUTY ASPHALT PAVEMENT SECTION O (TYPICAL) 5' 8' 11' 8' 1 11.5 (TYR) LU I — No Scale 8' - } � PLAN VIEW TYPICAL VAN Q O O ACCESSIBLE ACCESSIBLE 4 x 4 METAL POST UNLESS 12" CANE BOLTS 2 6 RAIL U Z HANDICAP SPACES REGULAR SPACE x OTHERWISE NOTED (TYP.) ON PLAN ° ° OUTSIDE GATE VIEW 1 x 6 TRIMMER OUTSIDE ELEVATION 3 SIDES TYPICAL PARKING SPACE DETAILS d d 6' 4 e d d° g, � _ a � d ..: .^... '.° e ° EP/ FC 3'-O" -0» PCA 1x6CAP 5' -05" ' 1 x6CAP 1 x4 1 x 6 SIDING � 0 Lu M LLJ No Scale �7' OR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12� WHEN ALONG SIDEWALK a . 6,,.. 1 x 6 TRIMMER 3,_0,• 1/4" SAG ROD EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID °�. �' .a: ;„ EP/ FC WITH TURNBUCKLE (NEENAH R-1975 OR EQUIVALENT) v J.CONCRETE COLLAR ELrmffil� 3, 1 2 X 4 CROSS BRACE PS, CRUSHED STONE BEDDING 6" DI CLEANOUT 1' OR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK CONC. -- 2 x 4 STONE—'2 x 4 RAILS <� FRAME CURB WIPE DOWN DETAIL 3'-0" No Scale CONC. PLUG AT END OF LINE INSIDE ELEVATION 3 SIDES 3" CASTER WHEELS JOB NO. 12" NOTE: ALL LUMBER SHALL POST ELEVATION BE PRESSURE TREATED INSIDE GATE VIEW 48033 CLEANOUT DETAIL DUMPSTER PAD & ENCLOSURE DETAIL SHEET NO. C1.2 No Scale No Scale L 6 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID V NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NITS MG. W-7 VARIES 4" DIAMETER BRANCH AND VALVE - VE BOX SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST Or HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4" PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2- MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SECTION SERVICE LATERAL 45ro'D" IN LINE WYE-TEE PLAN VARIES e SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 z E a PLACE 5' GALVANIZED ' WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TD HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE -� II ADJUSTABLE TRAFFIC RATED I I VALVE BOX W/ LID u '-1 T � M.J. GATE VALVE WATER dl II IJ I I d b I} LINE 2500 P.S.I. CONCRETE Ar A 2k 2' BEARING AREA. THRUST BLOCK d e. v A 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 REMAINING BACKFILL SHALL M.J. PLUG NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY VARIES DIMENSION 24'MIIN i"° °.'.• 8"MIN INITIAL BACKFILL* (6N LIFTS) EMBEDMENT * THOROUGHLY COMPACTED WATER MAIN RESTRAINED JOINT FITTINGS SPRING LINE OF PIPE O BY HAND OR APPROVED MECHANICAL TAMPER MUNCHING NO. 68 STONE - _ BEDDING 6" max ON-LINE 4" min (TYPE »BEN) FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP i LUBRICATE ALL THREADS THRUST BLOCK DID METER BOX (SEE FIG. W-7) VALVE OX NO, 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW --OFF ASSEMBLY NTS FIG. W-8 NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4' BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 WNTEGRATEDDUCTILEIRON FRAME & GRATE TO MATCH BASH O.D. I MINIMUM PIPE BURIAL AVAILABLE DEPTH PER PIPE IAC(XNDIGTOS MANUFACTURER RANSlTAIE OFF) RECOMMENDATION @VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVARABLE C-30'FOR CORRUGATED HOPE (ADS 14-12, ADS SINGLE WALL, HANCOR DUAL WALL), SDR 35, SCH 40 DWV, CORRUGATED 8 RIBBED PVC WATERTIGEITJOINT (CORRUGATED MOPE SHOWN) p- C-30•GRATES SOLDCOMM SHALL BE OLICII E NON PER AM A536 GRADE 70d005, WITH THE EXCBPNON OF THE r- Ir BRONZE GRATES 1r-30' RtAMBOVIL BE DLT&E /DUI PERASTMASM WME70Zm GRAN MM70SE CUSTOM MAMIFACnMACCORONG TO PLAN CETK& RISERS ARE NEEDED FOR BASINS OVER 8•' DUE TO SHIPPING RESTRICTIOW SEE DIAWWN4 ND. WD141GGD p• DRANAGECONECT=sruBJONTToffw:w SHALLCONfO(&1 TOASTM DN12 FOR CORRUGAT® HOPE OW & HMN W R M K WALL) & SDR S5 PAC M-ADA nmcANBEMDIRE:DONANYAwAEO•T0380•-TOOETsuww*ANANGLE BETWWEENNADAPTERSSEE DRAWINGNO.70D1-110G1Z.700I-110-013, & 7001.110414. 6 - GMTBNVLLMMTHFIOLOWPATNGFOR17-GCPED 7 - (NNTESSWILL MEET H,70LOAD RATING FOR 30' PED& tr-30'STD & SOLID 8 - AMOtONZEGIATBS, CROP N GATES, Ar A 10' PED=GRNIES & SOLID COVERS ATE RATED FOR LIGHT DUn ARN.ICADONS IDLY 9 - DOME GRATES HAVE NOUMRAINO </ SFIAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWNG IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PPE IS ABOVE INVERT OF STRUCTURE. MINHOLE OR DROP MET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWNG. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS M OR CLASS Cl, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED 0 0 =E 0 Eat N v cq0zo L MJ SOD 112 �E L E •- u E E m cD Z oN o o Et O YY (9 M IO F- O E c+uc3 wN Ez LL _D: 0 00. it c w d V _ a < < O E of �E a E 0 Nc, �E �E rOD N N oa Go D_ O 0 TYPICAL MANHOLE FRAME & COVER NYLOPLAST DRAIN BASIN TADAFM ANGLES ARABLE G'•3K ACCORDING TO PLANS A N.T.S FIG S-I-D 18' MIN WIDTH GUDELNE 8' MN THICKNESS GUDELNE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING MO CONSIDERATION LOCAL SOL.CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. ®VARIABLE sump DEPTH ACCORDING TO BANS -•,_„�._ -,. (6-MIN ON 8-- 24', 10' MIN ON 30P) &' MIN ON 3T THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRAILAAR MATERIAL MEETING THE REQUREMENTS OF CLASS MATERIAL AS DEFIED IN ASTM 02321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLET$ SHALL BE PLACED & COMPACTED UNIFORMLY N ACCORDANCE WITH ASTM D2321. A PART) GRATE OPTIONS 8' 2808AG PEDESTRIAN/STANDARD SOLID BRONZE DOME DROP IN 1V 2810AG PEDESTRWLSTANDARD SOLD BRONZE DOME DROP IN1r 2812AG PEDESTRIAN STANDARD SOLD BRONZE DOME DROP N IF 2816AG PEDESTRIAN) STANDARD SOLD BRONZE DOME DROP IN 18' 2818AG PEDESTRIAN STANDARD SOLD NIA DOME DROPN 24' 2&24AG PEDESTRIAN STANDARD SOLD N/A DOME DROP IN 30' 2830AG PEDESTRIAN STANDARD SOLD NIA DOME N!A v-- SLOPE TO MAN TO INVERT OF OUTLET PPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS TO �L TOOINVERT OF DRAN 9 OUTLET PIPE PETALS OF DIVERT SHINING AS SHOWN HEREON ARE FOR EXAMPLE MANSHAPED 1. - _j' I °• • ° ° ;, PURPOSES ONLY. EACH HOLE DROP INLET IS ID SHA BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR AMID INLET OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES \VDOT STANDARD METHOD OF SHAPING SREFE CATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF Id REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGIHIA DEPARTMENT OF TRANSPORTATION • • x r S � • • s ��0.•p, 7' i ♦Y-� •• o I I y I• OR A�i : �,Rppp��•^11 ��1 %%���V��E�f OF `71 R, DENKO Uc• No• 57291 SOLID CONCRETE BLOCKS o 0 CENTER w/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) 0 „lull 1111„I,nlFll„I,,,u Fll,l lllllltnlllllf lllllnlll......lnlfln,lll,ul,,,,l,lll ll,t,lllll ll,l1, l,,,, 111 > E MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING = BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE WITH 3,000 PSI CONCRETE to ,> 3 3 ON FIGURE S-1-A 0 -S G OU HV4 y 3 i •i dOQ FOUNDATION SECTION MEW M Lu Ill,nl ll,lllnlfl u,ll III III„III„II,I,u,,,,,,,,1u Ll,...IIIl1111,..1111111,: 1111, 1111111111, i,lll illl,lln, I DID NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. Uri 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" o OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. 0 TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION w LL N.T.S o FIG. S-1-Al z . o 1' COMPRESSION x 3/4' MALE PPE COI9VNG OR APPROVED EQUAL NOTE: NO SWEATED FITTINGS DUAL SERVICE 1' TINE "r SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 3G- MINE t/B BEND COWL.MA /` // \ L '� V�-.p>• / FOR USE OATTACHED SINGLE FAMILY RESIDENTIAL SEANCES OR DUAL RESIDENTIAL AND IRRIGATION SEANCES. tEE OM 2' R 11 COMPRESR IN x 3/4• MALE PPE COUPLING OR APPROVED EQUAL 101 FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. IRON LID SHED GRADE METER BOX J N-CORPoNAlION STOP RI.•;, `• NECESSARY qg R1. SANG OR OUSTUBOX ''. 4 DIAMETER DRAIN PIPE, 12' sTME vDDT PFG AGGREGATE MINIMUMD1HIq(NRE55-�01 20 N0.5 TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-BA TD-10 CG-12 WTE•COIPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS) GENERAL NOTES- C/AD WHEN REQUIRED (CG-2 OR CC-3 IN LINEAR FEET) DETECTAaE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE HEMS IS A SEPARATE PAY ITEM AND SHOULD 2, DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPR)VEO DST FOR BE SWYARIZED FOR EACH CURD CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP tY1 MAx THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABE 48n MAx WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. l 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAID 4• FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED HARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACETENT OF xlel No PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO-5 X 8" PLACED I -CENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR, MD -DEPTH BE RAP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1%2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. &'MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED b 1T1� -� BY THE ENGINEER. THEY PRE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES,FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12- THE CURB OPENING IS PLACED WITHIN THE LIMITS BE THE CROSSWALK MD 12=I_NP% THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS ; a PERPENDICULAR TO THE CURB. qyR •W.zf 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RID) CANNOT �I�I ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4,� TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (MAW AT )K 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED 115E PATH, AT Y.W. ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL HE THE WIDTH OF THE SHARED ME PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4-x 4- LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME 12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF E6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTIBLE -1 WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELDO O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OFCURB. - - A 0 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 O O O O O O O �L LANDING RAMP 6 O O O O O O O O O O O O O O O I o + O O O O O O O O O O O O O O O ri O O O O O O O O O O O O O O O FA O O O O O O O O O O O O O O O 50%-65X BASE DIAMETER TOP DIAMETER 000000000000000 DETECTABLE WARMING o AT BACK OF CURB 4' I- VARIABLE FOUL WIDTH OF RAMP FLOOR _ SEE NOTE t2. BASE DNETER I PAY EMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL �VDOT CC-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 1 REVISION DATE (GENERAL NOTES) 105 203.05 0]/15 VNGNA DEPARTMENT OF TRARSPORTATION 502 UI DATE 0711812022 0 DRAWN BY Y. TALI • DESIGNED BY • J. DENKO • CHECKED BY J. DENKO • SCALE N/A • Lu V O > J ^ Lu Q V / < aLJ L Lo W J ED ��Wa 06 LL V / 0 U) O Z i W co JOB NO. 48033 SHEET NO. C1.3 6 5 a ai N c a a �O Lz a0 2 O C W O a 0 c N c D0 0 O c Z O m n F D o$ d 0 6 m C M r 0 N ti c N O t 2 2 d N N c N 0 O a O v CD dv 0a o 2 . .-6m 2 5 N '0 c N B RI O m a o N TJ N N N •- E L TABLE OF QUANTITIES DI-3A, 313, 3C DI-3A, 3B, 3C i-FOR DETAILS OF INLET EXPANSION KEYED JOINT CONST Lu N C > Y TYPE L AREA OF SLOT REINFORCING STEEL Concrete BARS A BARS B BARS C BARS D BARS E BARS F I BARS G WEIGHT Ft. 5 . Ft. Cu. Yds. No. Lin. Ft. 11( No. Lin. Ft. 4( No. Lin. Ft. tIE No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft.* No. Lin. Ft.* Lbe. DI-3A 2'-6" 1.15 2.26 - - - - 1 5'-7" 3 3'-2" - - - - 6 11-0.. 22 4' 1.83 2.59 5 T-6" 2 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 1'-6" 3 1'-6" 4 l.-O.. 64 6' 2.75 3.02 5 3'-6" 6 '- " '- " 3 5'-7' 3 3'-2" 4 3'-6" 3 1'-6" 4 - 111 8' 3.67 3.46 5 5'-6" 10 '- " to 6'-10" 3 5'-7" 3 3'-2" 4 5'-6" 3 1'-6" 4 - 158 DI-313 10, 4.58 3.90 5 7'-6" 14 6'-7" to 6-10" 3 5'-7' 3 3'-2" 4 7'-6" 3 1'-6" 4 J.-O..204 12' 5.50 1 4.34 5 9'-6" 18 6'-7" to 6-10" 3 5'-7" 3 3'-2" 4 9'-6" 3 1'-6" 4 - 251 14' 6.42 1 4.78 5 IT-6" 1 22 '- " to V-10" 3 5'-7" 3 3'-2" 4 11'-6" 3 1'-6" 4 '- " 298 16' 7.33 5.22 5 13'-6" 1 26 6'-7" to 6-10" 3 5'-7" 3 3'-2" 4 13'-6" 3 V-6" 4 - 345 1& 8.25 5.66 5 15'-6" 30 '- " to V-10" 3 5'-7" 3 1 3'-2" 4 15'-6" 1 3 V-6" 1 4 J.-O.. 391 20' 9.17 6.09 5 17'-6" 34 6'-7" to 6'-10" 3 5'-7' 3 3'-2" 4 17'-6" 3 1'-6" 4 - 438 6' 2.75 3.01 10 1'-9" 4 6'-7" to 6'-10" 5 5'-7' 1 3'-2" 8 1'-9" 6 11•6" 2 '- " 111 S. 3.67 3.45 10 2'-9" 8 '-7" to 6'-10" 5 ,-7" 1 31-2" 8 2'-9" 6 1'-6" 2 '- „ 158 10' 4.58 3.89 10 3'-9" 12 6'-7" to 6'-10" 5 5-711 3 3'-2" 8 3'-9" 6 1'-6" 2 '- " 205 12' 5.50 4.33 10 4'-9" 16 '-7" to 6'-10" 5 51-711 3 3'-2" 8 4'-9" 6 1'-6" 2 DI-3C 14' 6.42 4.77 10 5'-9" 20 6'-7" to 6'-10" 5 3 3'-2" 8 5'-9" 6 1'-6" 2 - 16' 7.33 5.21 10 B'-9" 24 '-7" to 6'-10" 3 3'-2" 8 6'-9" 6 1'-6" 2345 18' 8.25 5.65 10 7'-9" 28 6'-7" to 6'-10" - 3 3'-2" 8 7'-9" 6 1'-6" 2392 20' 9.17 6.09 10 8'-9" 32 6'-7" to 6'-10" '- ' 3 3'-2" 8 8'-9" 6 1'-6" 2 '- "439 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. IN THE EVENT THE INVERT OF THE OUTFALL 4. PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE,THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. NOTES 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO DRAIN SUBBASE MATERIAL. WEEP HOL WITH DWARE 12"X12" PLASTIC HARCLOTH I' MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 9. ALL REINFORCING STEEL SHALL HAVE A MIN. COVER OF 2". 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL OPENINGS BY 2". 11, CAST -IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE SHOWN ON PLANS. 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR WITH INTEGRAL CURB, GUTTER IS TO BE OMITTED (SEE DETAIL). 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. REFEREIJ�E._ STANDARD CURB DROP INLET 233 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 302 VIRGINIA DEPARTMENT OF TRANSPORTATION I& THIS AREA MAY BE EARTHEN, IN WHICH CASE THE EXPANSION JOINTS WILL APPLY ONLY TO CURB AND GUTTER. 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. FOR INLETS OF DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CUBIC YARDS OF CONCRETE FOR EACH FOOT OF DEPTH. 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 OF 2 IS TO BE L+16" AT 4.10 LBS./FT.. IS. * DENOTES LENGTH OF ONE (1) BAR. 19. ALL REINFORCING BARS TO BE#5. 20. WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF INLET IS TO BE SHAPED TO CONFORM TO PROPOSED CURB. ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 104.10 • �_ •' - - ���� ' rrrrrrrrrrrmmmmmmmmmmmmmmmm rrrrrrrrrrrrrrrrr 11■■■■■■■■[J■■■■■■■■■■■■■■■■■■■I l'f lu■ii■r■■■■rru■■■■r■■■■r■■■■■■■■■•�jt• �__� • • 11 �A L-VARIABLE - MAX. 20' F-B BAR �Jefia111 + 1. HARDWARE CLOTH WEEP HOLE. SEE NOTE 8 SECTION A -A r KEYED CONST. JOINT yy21.WARPED I CUTTER I..- BARS A APPROACH I .>�� ,r GUTTER 1--------------�8---- ---- ..°..i RS G J9 _ _ _ - BARS F BARS E *.Y' DIAMETER BARS E BARS B WEEP HOLE FRONT ELEVATION BARS F V.8..a.. AAA���� (GUTTER REMOVED) f „ 3'-0" /1 Lr SIP/{' BENT PLATE \ SECTION B-B TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 N► CC-7 STANDARDS.•••Y I/4, B "°•" L2%2"X21/2'XI/�" •" •' GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 6 CG-6 STANDARDS. TYPE A TYPE B %z' X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH %2' X 4" STUD SHEAR NOSE DETAILS LIFT nFn Tn PENT PI ATP AT 9- r-r DI-3B ROAD AND BRIDGE STANDARDS SHEET 104.091 OF2 REVISION DATE OB/10 FOR USE ON GRADES DI-3C x FLOW I zo-w 1 FOR USE IN SAGS BOTH SIDES TO BE SYMMETRICAL STANDARD CURB DROP INLET 12" 30" PIPE: MAXIMUM DEPTH (H) 8' VIRGINIA DEPARTMENT OF TRANSPORTATION T 1 MENT PAVEMENT DETAIL WHEN USED ADJACENT TO CURB WITHOUT GUTTER MEYER SIZE DIMENSIW BHAENSIGN DIMENSION A B C 1 I/2' 3'1' S'0" 3'8' 2' 3'1' 510' 310, 30 5' MIN, IlyN. 4' 5' N. IE' MTP1 GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. ILE DOOR HIMUES E------ ---- ----- T I I I I I I I � I I I I I I I I LIFT HANDLE L- - - - - - - - - - - - - - - - TYPICAL METER VAULT N,T,S, FIG. W-7A SPECIFICATION REFERENCE 233 302 SIDE VIEW .75' DIAMETER DRILLED IDLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH °4'X36' 4LUMINUM ACCESS LATCH P R• DENKO Uc• No• 57291 7/18/22,: M E Cn rn � N U N C c > E w a E W .: LL o 3 U. - K O L M a j U m d > p N to N (D w 3 ObU)x LL oa `?� � 2 w = U > a c u^ N M a � m J E Z O H D_ U U LU W 0 Z O W It a DATE 0711812022 DRAWN BY Y. TA DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE N/A LU O > J_ W J LL a LLI JED Q a co FLU /1 LL O ,./ LU Q z O 57 ° Z LU m L H JOB NO. 48033 SHEET NO. C1.4 0 42 m U 0 E STORM DROP INLET GRATE = 513.6' -15"RCP lO = 509.2' r SAWCUT EXISTING PP REMOVE PORTION i OF GUTTER/CURB STORM DROP INLET GRATE = 507.95' 15" RCP /0 = 502.0' ALBEMARLE COON Y MANAGED STEEP SL E OVERLAY DISTRICT BERKMAR DRIVE VAR/ABLE W/DTH R/W ILL & OVERLAY 20' �^�` D8:10\ I III TMP 45-112G N/F/ HG LAND, LLC. DB: 4687 PG:15 DB: 3463 PG:483 (PLAT) 20' PUBLIC DRAINAGE �O EASEMENT�O' DB:4825 PG:147 I I APPROX 30' I ELECTRIC EASEMENT- DB:1538 PG:732 20' PUBLIC DRAINAGE EASEMENT 4:4825 PG:147 20'ACSA SANITARY SEWER EASEMENT TO BE CENTERED ON AS BUILT LOCATION OF SEWER LINE DB:5232 PG:243 SSMH TOP: 482.75 11: 478.40 10: 478.33 - --484- -\ 15, m Z, / / STORM DROP INLET / GRATE=57L20' 15" RCP lO = 513.27' ` / &49 al j REMOVE EXISTING / STORM PIPE r51 . 1 / D� /0: 508.0 (8"PVC) ALBEMARLE COUNTY I YH �R MANAGED STEEP \ 30" OAK WMH / SLOPES OVERLAY N DISTRICT I 4 _ - Va0 I PORTION OF r7 \ CEMETERY DB: 255 2 / PG:555 (SEE NOTE #7) m l - � - 522� \ I 520 \ --SSMH l APPROX. LOCATION OF TOP: 526.55 j 50'X50' CEMETERY DB: 251 \ PG:505 DB: 243 PG: 381 /h 507.6 (8" PVC) \ (SEE NOTE #6) 10: 50725 (8 P CL 518 W ` / Wv/ A 5- 2 O N L s �516 r\ / O APp �j. -S33°20'45"W / P / / LINE 31/ T -- 478 --- - ------ - ----- ---1 - / -RA ---- ----- -/ - - J-- a ??`G� i UP 20' ACSA SANITARY SEWER EASEMENT TO BE CENTERED ON AS (v d v ^' 7 ti O /n 8" DIP -SANITARY SEWER LINE EXISTING 12"CAST IRON RWSA WATERLINE � i'►er�I ri °a► ei20'ACSA SANITARY °ri�rs�'r ►ire . ON 9S- BUILTLOCATION seen (+:< ►e�'.►�SEWER LINE .: �e e ee. ,`Aer�►re � j���' G G HAND HOLE SSMH TOP: 512.6 //.• 505.30 (8" PVC) /0. 505.05 (8" PVC) UNDERGROUND ELECTRIC LINE . oy v v m TMP 45-112B N/F B PROPERTIES, LLC. DB: 1723 PG:690 c/ DB: 4857 PG:576 (PLAT) ti ,r i pe�•@V•:q APPROX WATERLINE - �} -_ - - - - - - - - $g1 j -� 3 \ BUILT LOCATION OF SEWER LINE SSMH - - - 486 / _ 8D -�• Py�- - - - - i - - - - - - - _ G p - r,, APPROXIMATE DB:5464 PG:559 TOP: 509.9 O O 4 - - LOCATION OF 11: 500.1 (8" PVC) - - - CURB LINE ' - ��' "o EXISTING SANITARY SEWER LINE /0. 499.95 (8"PVC) ' • ' RD RD RD lw ® RD RD sA ®® TMP 45-112C N/F KEGLERS OF CHARLOTTESVILLE BOWLINGALLEY DB:996 PGA98 MATCHLINE i P' sees r rev 1 erl v 0e9w4' ►Q.°�jee �eeeeQ ►rere� oers� �eaeC@. Pere! M0°ewe leeel� • wr.ryr� °'l SSMH TOP: 513.3 //. 502.75 (8"PVC) 10: 502.55 (8"PVC) m 0 SCALE 1"=30' 30, 60' LEGEND: / REMOVE HARDSCAPE & / GRAVEL REMOVE CONCRETE CLEAR AND GRUB WOODED AREA ® REMOVE ASPHALT MILL & OVERLAY "PIPE REMOVE TREE t t m m m m - - - SAWCUT MATCHLINE �l /I 1 � I I / I I 1 - 506 - / I ll ll 504 - ? �1 -502-\ ILA I l 500 I / 49 1 � 8, 496 - _ REMOVE / EXISTING PAVED '494 - - _ ASPHALT ROAD 492 TMP 45-112D 1 N/F SCHEWEL-CHARLOTTESVILLE 490 DB: 1089 PG:334 / DB: 643 PG: 480 DB: 407 PG: 65 / -488 / 486 / / aaQ - TMP 45-112B 1 N/F MALLOY PROPERTIEIS III LLC ►82 _ l DB: 4863 PG:471 / Oe�P` i n OF C> JESSICA R. BE""' lic. NO. 57291 VI E>/22,: M E O U N � N C > E v E w 3 � w w p LL -3 V UMo Z .J. - ui O rn (L w 30 )x U) w i c ry Z O Fva� c U) ry > W M Lu Lu 00 � H 0 c� 0 p w w H a Z O 0 0 DATE 0711812022 DRAWN BY Y. TA DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE 1 "=30' / O a / / O Z / J w O / r n O w LLJ LLJ co 468/ (W� -1 467. V l i \ �+ i LL O SSMH - - �66 ° SSMH - _ _ Q � 0 -� CG -- - - I O z � U Lu Z -462 1 29 `n US RL/ w NOTES: -- -- -- 1. THIS PLAT HAS BEEN PREPARED WITH THE USE OF A TITLE REPORT ISSUED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY WITH A COMMITMENT DATE OF MARCH 1, 2021 AT 8:00 AM, FILE NO: 21004167. 2. EASEMENTS MAY EXIST OTHER THAN THOSE SHOWN ON THIS PLAT. 3. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY COMPLETED MAY 14, 2021, USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY. 4. THE AREA SHOWN HEREON IS LOCATED IN ZONE •X" AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO 51003CO28OD, EFFECTIVE DATE FEBRUARY 4, 2005 AND FEMA MAP NO 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 5. VERTICAL DATUM IS NAVD 88. - 6. A CEMETERY WAS OBSERVED ON TMP 45-112E DURING THE PROCESS OF THIS SURVEY. APPROXIMATE LOCATION IS SHOWN ON PLAT. JOB NO. 7. 50'x5O' CEMETERY LOT IS SHOWN CENTERED UPON THE LOCATED CEMETERY, DUE TO AMBIGUOUS NATURE OF PLAT DB:243 PG:381. 8. A SMALL PORTION OF THE 50'x50' CEMETERY WAS NOT CONVEYED BY A DEED RECORDED IN DB:255 PG:555. LOCATION OF THIS 48033 PORTION IS APPROXIMATE DUE TO AMBIGUOUS NATURE OF SAID PLAT. 9. PROPERTIES ARE LOCATED IN THE AIRPORT IMPACT AREA PER ALBEMARLE COUNTY GIS. SHEET NO. 10. UNDERGROUND UTILITIES ARE SHOWN AS PER MISS UTILITY OF VIRGINIA TICKET NO. A109902032-OOA. C2 0 11. PARCELS ARE SUBJECT TO THE CRITICAL SLOPE OVERLAY. L EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CLEARING OF AN EXISTING WOODED AREA, AS WELL AS THE CONSTRUCTION OF A MULTISTORY HOTEL, COMMERCIAL SELF -STORAGE FACILITY, PARKING AREA, AND OTHER ASSOCIATED SITE WORK. THE LIMITS OF DISTURBANCE IS 4.74 ACRES. ADJACENT PROPERTY THE PROJECT SITE IS BOUND BY BERKMAR DRIVE TO THE WEST, COMMERCIAL BUILDING TO THE NORTH, EAST AND SOUTH. EXISTING SITE CONDITIONS THE EXISTING SITE IS CURRENTLY WOODED AREA. OFF -SITE AREAS NO OFF -SITE AREAS WILL BE DISTURBED AS A PART OF THIS PROJECT. CRITICAL EROSION AREAS NO CRITICAL EROSION AREA EXIST. 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. EROSION AND SEDIMENT CONTROL MAINTENANCE ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. 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 - 3.05 SILT FENCE SEDIEMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SETTLEMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO 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 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 5. OUTLET PROTECTION - 3.18 STRUCTURALLY LINED APRONS PLACED AT THE OUTLETS OF PIPES OR CHANNEL SECTION TO PREVENT SCOUR AND PROTECT THE OUTLETS STRUCTURE. 6. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT 7. TEMPORARY SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 7.1 MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. VEGETATIVE PRACTICES: 8. 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. 9. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3: 1. FOR SLOPES GREATER THAN 3: 1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COMMUNITY DEVELOPMENT OFFICE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE. 3. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, BUILD TEMPORARY STORM NETWORK 115-119 AND PERMANENT STORM NETWORK 104 THROUGH 110 AS SHOWN ON SHEET C3.2. INSTALL INLET PROTECTION AS SHOWN. PROVIDE ADEQUATE TEMPORARY COVER TO PROTECT PIPES. 4. CLEAR AND GRADE SEDIMENT TRAPS. INSTALL DIVERSION DIKES. 6. TEMPORARY SEED ALL DENUDED AREAS PER VESCH STANDARDS. DUST CONTROL AND MULCHING ARE TO BE PERFORMED DURING THIS PHASE. PHASE II 7. ROUGH GRADE PROJECT AREA. 8. INSTALL PROPOSED STORMWATER INLETS AND PIPING. INSTALL INLET PROTECTION AS SHOWN ON PHASE II. ALL STORMWATER PIPING AND STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT SILT/SEDIMENT SHALL BE CLEANED OUT OF THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 9. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 10. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. SILT FENCE MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION. 11. ONCE ALL CONTRIBUTING DRAINAGE AREAS TO THE SEDIMENT TRAPS HAVE BEEN STABILIZED AND APPROVED BY AN ESC INSPECTOR, REMOVE SEDIMENT TRAPS AND STABILIZE THE AREA. SILT FENCE BELOW THE SEDIMENT TRAP MUST REMAIN IN PLACE UNTIL THE ENTIRE SITE IS STABILIZED AND APPROVED BY AN ESC INSPECTOR. 12. INSTALL REMAINING STORM DRAIN SYSTEM. REMOVE TEMPORARY STORM NETWORK 115-119 FROM PHASE I. 13. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. 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 9:0013M. 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) 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. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 27C - ELIOAK LOAM, 7 TO 15 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 34C - GLENELG LOAM, 7 TO 15 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 34D - GLENELG LOAM, 15 TO 25 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 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 BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 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 THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, CHAPTER 8 PAGES 20-24. P JESSICA R. DEN'o lic. 40. 57291 VI E>/22,: M E 0 0 rn U N � N 0 ¢ o > E w v E w w a 3 ¢ V 3 w O w o m D W L smo ¢<� Vo J - ui .. rn � co z W w 30'x LL � Q v = N N Fva� o� EO1 N W M a� o w vi M 0 x c� 0 0 w w_ x a z 0 in 0 0 • • • am O ce E H z 0 a u cJ In w 0 z 0 U) w �r a DATE 0711812022 DRAWN BY Y. TA DESIGNED BY J. DENKO CHECKED BY 1. DENKO SCALE N/A J_ Q W 0 L1J UU) `D LLJ OC H Q O 0 < J /1 w LL 2 J co LJJ a O (n " U }O F- Q z Z O LLJ U 0 Lu Cn co z _O U) 0 LLJ JOB NO. 48033 SHEET NO. C3.0 L PIPE OUTLET CONDITIONS tin /r GRAVEL FILTER 12 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 6 i t FLOW_ _= -,,.- 4"' 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH RUNOFF WATER WIRE MESH FILTERED WATER - II T = R 1-llllll�illl- SEDIMENT III o : �•� °: CONCRErE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. GUTTER CURB INLET 12" GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. FILT;11�h 211111- CAUSE SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE ATCURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO SF INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. STORMWATER INLET PROTECTION CONSTRUCTION OF A SILT FENCE No Scale No Scale 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER 70' MIN. 5:1 EXISTING A 3' PAVEMENT - WIRE RETE �� s" M . SCREEN BLOCK FILTER AT MOUNTABLE BERM ------- CLOTH X (OPTIONAL) ., SIDE ELEVATION EXISTING GROUND 70' MIN. -� */-WASHRAK T 10' MIN. B E10 12'MIN.M N EXISTINGPAVEMENTRAV +VDOT#1 COARSE AGGREGATE B 10'MIN. FILTER WIRE MUST EXTEND FULL WIDTH OF DRAINAGE TO SCREEN FILTERED INGRESS AND EGRESS OPERATION SEDIMENT OVERFLOW WATER TRAPPING DEVICE PLAN VIEW MEL RUNOFF WATER WITH SEDIMENT 12' MIN. 3"MIN.. DROP 3" MIN. SEDIME INLET FILTER CLOTH WITH SECTION A -A GATE &6W'-7 SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE b';PONDING AROUND THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. REINFORCED CONCRETE PACE SECTION B-B STORM DRAIN INLET PROTECTION No Scale CE 3.02 Sediment Trap design #1 drainage area (acres) (<3) 1.78 tmp wlumes: CnESTRFSraE... ONE CONSTRUCTION ENTRANCE cumulative No Scale elevation (ft) area (sf) volume(cy) volume (cy) \ 491 1948 RROSTC. 492 2361 79.8 79.8 493 3039 100.0 179.8 494 3279 117.0 296.8 SIFTSTRRSRE ` 495 3785 130.8 427.6 t°f"`"1FO> S FA'O� \ q• „,E 496 4322 150.1 577.7 .E.• •yE %ATE a,r+ micx ruaecsFE E RF.v wet storage wet storage required (cy) (67'DA) 119.5 bottom of stone weir (ft) 493.0 wet storage provided at this elevation (cy) 179.8 slope of wet storage sides 2:1 dry storage: dry storage required (cy) (671DA) 119.5 crest of stone weir 495.0 dry storage provided at this elevation (cy) 247.8 slope of dry storage sides 2:1 ST1 SEDIMENT TRAP #1 No Scale Sediment Trap design #2 drainage area (acres) (<3) 2.53 trap wlumes: cumulative elevation (ft) area (sp volume(cy) whims Icy) 482 936 483 1146.31 38.6 38.6 484 1362.91 46.5 85.0 485 1585.79 54.6 139.6 486 1814.95 63.0 202.6 487 2292.13 76.1 278.7 488 2794.44 94.2 372.9 489 3319 113.2 486.1 wet storage wet storage required (cy) (67'DA) 169.3 bottom of stone weir (fit) 486.0 wet storage provided at this elevation (ey) 202.6 slope of wet storage sides 1:1 dry storage: dry storage required (cy) (67'DA) 169.3 crest of stone weir 488.0 dry storage provided at this elevation (cy) 170.3 slope of dry storage sides 21 ST2 SEDIMENT TRAP #2 No Scale -coarse aggregate shall be VDOT #3, #357 of#5 weir length (ft) (6xDA) 10.7 bottom of trap elevation (1) 491 bottom trap dimensions: 40k39' top of dam election (ft) 496.0 top width of dam (ft) 4.5 too trap dimensions 6MK51' CREST OF 3.13 corasE Fmxurz cuss I RR "coarse aggregate shall be VDOT#3, #357 of# 5 weir length (1) (6xDA) 15.2 bottom oftrap elewtion (ft) 482 bottom trap dimensions: 98'00' top of dam elevation (ft) 489.0 top width of dam (ft) 4.5 3.13 TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 -APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) TS MAY 1 - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) TEMPORARY SEEDING PLANT MATERIALS No Scale TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. CROWNVETCH'* 20 LBS. 150 LBS. ' USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE " SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE S ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH GRATE RA -FRAME r1IN. GATHER EXCESS AT CORNERS PERSPECTIVE VIEWS DETAIL A ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. No Scale do A A IPE OUTLET TO FLAT REA WITH NO EFINED CHANNEL La d4��: ,C:ffi005 a -IN i�i��i ; lll�ll W.A A• • • SECTION A -A FILTER CLOTH 3do(MIN.) IPE OUTLET TO JELL DEFINED HANNEL III T 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, OP 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. 3.18-1 OUTLET PROTECTION No Scale TEMPORARY RIGHT-OF-WAY DIVERSIONS CWD DD TEMPORARY DIVERSION DIKE No Scale I n�OJF j sle R. DENK0 lic. No. 57291 nE O O U N Vi N C > E W ai E Q u o 3 p U. W O m W < L 00 � j UW J -N 5: UO to rvv w 30 F)x LL ti _ N wiz F a EO1 N W M W J O x (7 0 F 0 W w_ x Q z O 0 O z O a U) fn W z O V) > w w DATE 0711812022 DRAWN BY Y. TA DESIGNED BY J. DENKO CHECKED BY 1. DENKO SCALE N/A J H W (W `J W Q O 0 > J . 0 af LL LL_ z JmZ W a O (n " U O � z Z LLI O U 2 Uj Lu Z 'O V J �O�/ I..l� W JOB NO. 48033 SHEET N0. C3.1 E >_ L up MATCHLINE /I STORM DROP INLET 77" RKMAR DRIVE \ GRATE=51727: \ 15" RCP lO = 513.2T ) Sp8 �� l ABLE WIDTH R/W / \sue SOIL TYPE: / SS S7BM=51791 s� CORar 110 / 10: 508.0 (8"PV 27C-506-/': / \ ' /- - - -"A' U UND GAS LINE 520 ' 11 :::::::: S' 518 RORAIL CE 20' SPRINT �sj / \ EASEMENT / 15" RCP TOP \ I \S2 ` ` \ D8:1436 PG:555 20' ELECTRIC / HW=513.60' �� \ - ' '' \ 9 ISi'�''' EASEMENT 10=511.35' •:•i:•i:•:•:(•:•i:•: \ tS �� g �''.: STORM DROP INLET \ D8:1434 PG:75 �y / 2) 24" R ??iiiii?iiii \ �i ? 2 7 C y" - SLb\� GRATE=507.95' \ HW=51?iii;.i?iii?) ':: .. ALBEMARLE COUNTY , qR IF' •'•'✓ p \S7 10=51 i:•i:i5:•i}i:•i MANAGEDSTEEP I WMH 15" RCP lO = 502.0' u \ / / \ 0 30" OAK SLOPES OVERLAY DISTRICT- _ 1 CEMETER, D.. 255 2 / ALBEMARLE COON Y SF \ \ \TS / / hip / //� o I \ \ \ V�O , \ _ P N+J� A r - - - - / �502 MANAGED STEEP SL�PE \ / // o \ I I "r� r OVERLAY DISTRICT ' \ \ \Si O _ / �/ / l •'':: Oc M U \ " : \ PG555 (SEE NOT 7) m " r / a DD m 1 yi a I l 500 / -----SSMH 520 v APPROX LO 'A 'ON OF \ Q % TOP:526.55 / / 108 \ _ \ \ ',';',� 507C50' CEME RY DB: 251 11: 507.6 8"PVC PG' 05 (SEER E #6) 43 PG: 381 /0: 50725 (8" PVC 518 r 498 r 8"DIP I - \ STAGING, / n O \� - / SANITARY \SriL� STORAGE AND / + N `� r SEWER LINE I / STOCKPILE AREA / / T 45-112� *# �- r 496 - \ sOs- 27U / /Ib " / BERKMA HOLDINGS LLC -� I \ S \ r 0F\ \ _ / ✓, , , / �, iL Tl7P / - l 494- I \Sp SEDIMENT TRAP / \ o , 3^ D AOaRo l EXISTINGSA CAST l \ � `t\ Xi RON RWSA 1.78 ACRE DRAINAGE AREA / \ �ATFrRFF / - - l r l WATERLINE \ 1492- \ \ \ TOTAL STORAGE REQUIRED: 239 CY o I- I o �\ - - S0 ' TOTAL STORAGE PROVIDED: 428 CY ( o+ `� �� TMP 45-112D / TMP 45-112G , °� C00 TOP OF DAM ELEVATION: 496.0 o ��I TS / - - _ JPOPLLAAR ; �� / 20'ACSA SANITARY N/F SCHEWEL-CHARLOTTESVILLE l _ 490 N/F/ HG LAND, LLC 49a I / N / SEWER EASEMENT TO DB: 1089 PG:334 DB: 4687 PG:15 -496 I , \ OC MU 12" LAR BE CENTERED ON AS / 494 I \ PO LAR 1 \ r BUILT LOCATION OF DB: 3463 PG:483 (PLA _ 492 \ �- e,� r SEWER LINEDB:5232 De: 643 PG: 480 / -48E - o ` 510 POP as PLAR r PG:243 DB: 407 PG: 65 - -LIMITS OF \ �l N` �� �362\32j1 o 486 / DIST BANCE: 20' PUBLIC DRAINAGE 20° 74 AC 492 /g \ \ \ I L TY P,: EASEMENT 0� 494 y r DB:4825 PG:147 UP 496 - - - _l,- aa� �- TMP 45-11281 494 496 2+ 113 a. IP \ \ \ _ _ t - _ / s , '. ] `;.` r SSMH 104 k / ' TOP: 512s N/F MALLOY PROPERTIEIS Ill LLC _ - - \ - - 30" ll.' 505.30 (8" PVC) ae2 _ / DB: 4863 PG:471 119 �� / / ; , 130 TMP 45-112 \ I I l0: 505.05 (8"PVC) / \ \ / BERKMAR HOLDINGS LLC G / SF 2.686 AC. - /F" .'r `.":.: ' P 118 � - _ 490 \ `fOp / / rHAND l - \ HOLE 9 - - _\ -409,9 '`' r UNDERGROUND p 1 \ \ ELECTR/CL/NE m EAR T '1 / �� / / I ♦ APPROX 30' 04 117 ELECTRIC EASEMENT DB:1538 PG:732 0 / // TS °D �- 4", I r TMP 45-112B / 20'PUBL/C DRAINAGE EASEMENT � � SEDIMENT TRAP#2 �' OB:4825PG:147 , 2.53 ACRE DRAINAGE AREA / / / I / I I l r N/F B PROPERTIES, LLC. 1 / TOTAL STORAGE REQUIRED: 339 CY DC / r DB: 1723 P :690 / IT TOTAL STORAGE PROVIDED: 373 CY j / l ' I I DB: 4857 PG' 76 (PLAT) / l 7 20'ACSA SANITARY SEWER c0 TOP OF DAM ELEVATION: 488.0 / / I - - EASEMENT TO BE CENTERED ON co / M UW. r/ v AS BUILT LOCATION OF SEWER ` v \g9 ' LINE DB:5232 PG:243 A / SOIL TYPE:. 118 ST2 / �,�( / SOIL TYPE: 34MH a> \ �/ 26 / / SO TYPE: °io 5'"1.7 BPVC) l l p TOP: 482.75 6 61 (- 1b) Oy / / / o 0 lO.' 478.33 48 APPROX 15' 115 O / y6� 6�' 27 / warEauNE / $$ / / /g / 5 5 EASEMENT DB: 460 PG:638 468 / '\ We �'+ �� / / / 1 l " l r Og3 �046. t �1 - - - - J \ -- GIs ------T--- - - IS �� �P SSMH OIL=_ / CWD ♦ _ _ \ i i LIN 313.0 4' T 10 f I LE 1 = �66� 0 464.8' SCALE 30' / ♦ /, �S SSMH _ I--478---\ _ - - - RA _---- ----- 11 ------ - - / --/ ----1 -� -'� - ---- -UP-- / - 0 30' 60' - - -� _ G / i UP ' 20'ACSA SANITARY SEWER �� / EROSION CONTROL LEGEND " \ - -� - - - - - � � � ` 48� P - ` �� EASEMENT TO BE CENTERED ON AS 481 \ BUILT LOCATION OF SEWER LINE SSMH / LIMITS OF CLEARING AND GRADING - $� -�• PyC- - - _ - / - - _ 486 3 _ APPROXIMATE DB:5464 PG:559 �� ' DRAINAGE DIVIDE - >? LOCATION OF I -'�`-' SOIL AREA DIVIDE - -_- - - - - �� EXISTING SANITARY ll.' S00.1 (8" PVC) RD CU BLINE RD ® \ 2 nq SEWER LINE 10.499.9 (8"PVC) SAF -SAF- SAFETY FENCE 3.01 RD `�� V �' ti 0 ® RD ® V CE CONSTRUCTION ENTRANCE 3.02 �462 TE 29 W I R U RIPRAP OUTLET PROTECTION �0 y sF - �(- SILT FENCE 3.05 US O 0.5' AVG DIA. RIPRAP TM 4LERS ,An 1 / CLASS Al N/F GLERS OF - 'I:/ IP ® INLET PROTECTION 3.07 WIDTH 1=5.0' CHARLOTTESVILLE O DD DIVERSION DIKE 3.09 WIDTH 2=14.0' �/ O !' // / / LENGTH = 12.0' BOWLING ALLEY DB:996 PG: DEPTH = 1.0' /{ SEDIMENT BASIN 3.14 / OP OUTLET PROTECTION 3.18 : TS TEMPORARY SEEDING 3.31 PERMANENT SEEDING 3.32 512" MULCHING 3.35 TP T^ TREE PROTECTION FENCE 3.38 NOTE: / Oc DUST CONTROL 3.39 AFTER ALL ESC ITEMS SHOWN ARE INSTALLED AND MATCHLINE U enn AREAS STEEPER THAN 3:1 TO BE 3.36 INSPECTED BY THE CITY E&S INSPECTOR, INSTALL Sip I' F 8 NT PIPE STABILIZEDWITH STABILIZATION PROPOSED TEMPORARY PIPES AND STRUCTURES 115-119 m m AND PERMANENT PIPES AND STRUCTURES 100-114. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK' SPECIFICATION NUMBER JE' SSICA it. DENKO lic. NO. 57291 VI E>/22,: M E 0 �U N � N C > E w v E �vw3 Q LL o 3 p LL j VMO Z - In O .. o In C7 Lu N� a W M � 0 V) X U) oa 6LL w 0 Ini C" Z W US m > O = D, ry Lu W M � a� 00 U-1 0 x 0 w w H a Z 0 (1) DATE 0 0711812022 } DRAWN BY Y. TA • DESIGNED BY • J. DENKO • CHECKED BY • J. DENKO SCALE • 1 "=30' LU 0 V LL pC O o' z (n O QU J co w Q Z /) o LL1 /�} Q p LL] O U) 06 z z Lu W O 0 L.I_ LL] JOB NO. 48033 SHEET NO. C3.2 ----------------- 0 2 E 0 U UP MATCHLINE 509�P�1H oF` _ BERKMAR DRIVE VAR/ABLE W/DTH R/W T 5? °8', _ ' ; J'ESSICA it. DEWO I u1c. N0. 57291 \sue '' Sp7 ss All. 10:508.0(8"PVC) -506- / I Is S \ , I 1 N c2 GAS y201 1 vs >E 619 S / : ii:??>: Q M I 1 521 504 --- �� Is STORM DROP INLET s ^ ' - 52\- ¢ a o 3 GRATE = 507.95' \ 'O PS YH ARV - F '� - w 15" RCP lO = 502.0' \ RAU m I P V z 1 \ DC 514 ��4 _ - g ~ / - - - - - - °2 i a u>i N a I SF ao ` PS A 502-\ cD w .. i z� • m 3o,�x cn S0r o a LL Lu \ _ 012 0 \ \ /L� Un u� z W \ D \ 3 \ \ \ 5 / ^ I / 00 ~ 4 r N > m \ \ Z \ 4 STORY PROPOSED HOTEL -S M / I v v W Q 10,841 SF/FLOOR TOP: 5499 a "' -1 r � 43,364 GSF lh. 507.6 (8" m b \ I \ \ /0: 50725 (8" VCJ 8" DIP STAGING, I \ / SANITARY STORAGE AND / SO, N �;• SEWER LINE I / STOCKPILE AREA BER 496 496 L 513 / - 0 Iv DI - / 1A I 0 In I/ / 66 / EXISTING 12"CAST l ~ 0 SA WATERLINE l\ 492 4gp w H \ i / Sg � \ \ / -- TMP 45-112G \ soa r s, 51.2 / TMP 45-112D / a 6"W 6"W / N/F/HG LAND, LLC, i'', _49s - I N/F SCHEWEL-CHARLOTTESVILLE 490 _ o DATE 1 DB: 1089 PG:334 > DB: 4687 PG:15 1 ` \ / DB: 3463 PG:483 (PLAT) 6 \ `;�\ \ - i / s I DB: 643 PG: 480 / _ Ogg o o�/is/zozz o DB: 407 PG: 65 - - } DRAWN BY 487 Y. TA . 2\\ BM IP \ a` \ I \ S°9 �S°� / / /- - , • DESIGNED BY 20'PUBLICDRA/NAGE o LIMITSOF 1 I Z l EASEMENT °�' ISTURBANCE: 4g5 • J. DENKO DB:4825 PG:147 4.74 AC UP 4g I - l A� :,. • .: �;'• O S 4 -SSMH • CHECKED BY a , • 6 / a TMP 45-112B 1 IP l I Is TOP. 512.6 N/F MALLOY PROPERTIEIS III LLC • J• DENKO IP l ll. 505.30 (8" PVC) ae2 _ / DB: 4863 PG: 471 • • /0.505.05(8"PVC) / / \\ SCALE M 1 =30 AN SA �45-11ERKMAR DING 3 L cri G - I I / so 2. - A IP I UP / • S 5 507 0 i ,!I rl �-fib- ,,; :. �•....• ..�� _ '�, ' e � lb 50 DC I / VVL / PS MU HAND /l III�I�I;II v /� v HOLE _--- \ /� UNDERGROUND CL Il•Iw1I' \ / 50Q � h / ELECTR/CL/NE m ��IIIl7, ,I I '1 / 4 STORY SELF STORAGE FACILITY �6 / o/ 11 �'I 50 / 1 STORY BELOW GRADE, 3 STORIES 5p2 f' IP 0 / ABOVE GRADE o u7 W I TMP 45-112B 20' PUBLIC DRAINAGE EASEMENT 1 4 I � / � 26,250 SF /FLOOR o / � � (n DB:4825PG:147 500 GSF 000 , 105 � � l N/F 8 PROPERTIES, LLC. 4jg. � - / / W = 11;1`I I 49g / DB: 1723 PG:690 I rr nn IT 20'ACSASANITARYSEWER I,�-1 / / 1�.1 I ! I I j I DB: 4857 PG:576 (PLAT) / - _ V a_ 7 �I IP I EASEMENT TO BE CENTERED ON AS BUILT LOCATION OF SEWER 498 1 1� I I !III LINE DB:5232 PG�90- 243 �I 1 '• / 1 1 'I I I I �I, 1 . o SSN �1A`•�1•l�l�`�Vv �� 496 ass' / 1A,�\iyi'���V��� \� �I Z SSMH D ! gV 8'S (8„ PV 1 ! I ��� ! ! ! ! I I I, I ? -I z 1�11,1il �1.7 ifHII !I il�lii �4) i TOP: 482.75 V, �� I' I 6 61 ��11; 1; � 1 � 1 � I I / O V sl ill, o / n 6a IP l%�'IIII(, I i i/ l ll: 478.33 �, . 1, 1, I P 9 lO: 478.33 +� A t� A `�A 6C �� ili �; i BM / _ _ - J 46 J P-_484-- O- / LL W .1C SSMH__ \\ G / - �� S33°20'45 -__- ---_---Jl, °'i _ :,_ .. i t� SCALE 1"=30' LINE 313.64'T - -- .�i1L °- ' ��i.��. ii`� l l 4' �66 0 Z I v_ p-----•04�5:Y, 5< l s SSMH __ Q W _ - 478----__ - - RA / _---- ------ ------ - - --/ --- �� ---_- -- 0 30' 60' _ O / - \ \ UP G / EROSION CONTROL LEGEND - _ - __ / - `480 106 _ - - - -` - - /461 _0° \ SSMH /' LIMITS OF CLEARING AND GRADING - z - -o- - `? APPROXIMATE DRAINAGE DIVIDE 80-�"Pb`C"_--- i---------486 � /--- Od -�-_ TOP., w O ,-�-- - IRS-, Q �' LOCATION OF O �O 1 SOIL AREA DIVIDE - - - - �N EXISTING SANITARY ll.' S00.1 (8" PVC) (,D `0 2 r�'/►1 RD CURB LINE RD ® �' b`' �° SEWER LINE /0. 499.95 (8" PVC.) • • SAF -SAF- SAFETY FENCE 3.01 W RD V co / ^` -462 CE CONSTRUCTION ENTRANCE 3.02 -/ _ TMP 45-112C SF -�(- SILT FENCE 3.05 Us ROUTE ` LNWL N/F KEGLERS OF , a ® INLET PROTECTION 3.07 CHARLOTTESVILLE / \ DD DIVERSION DIKE 3.09 BOWLINGALLEY DB:996 PG:198 OUTLET PROTECTION 3.18 / TS TEMPORARY SEEDING 3.31 PERMANENT SEEDING 3.32 MU MULCHING 3.35 \ 512-- / TP Tn TREE PROTECTION FENCE 3.38 DUST CONTROL 3.39 JOB NO. O BE STAAREAS ZED WITH STABIUZSTEEPER THAN 3:1ATTION 3 36 48033 BLANKET MATCHLINE N F/PB AT PIPE I F • "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER SHEET NO. rl m m m C3.3 L E UP MATCHLINE �I ��P�TH OF`/ _ BERKMAR DRIVE STORM DROP /NLET GRATE =51720' 15" RCP lO = 513.27' VAR/ABLE WIDTH R/W ,T 5? S°8 _ ; �CSSICA R. DO > a I U . No. 57291 MILL & OVERLAY S� / / / 20' T XISTING R SS / �p� 7/1 P>/2 G / / r /T P FNI TW / / / / / / / / /' gT ev`s1 1/ / / l / // // // 1 ASPHALT EXIS "PVC FSSIONAL�'� / SIDEWAL P.) PRO 'LIKE ) CEMETERY 06— I I — s ZONE 5,20� _ ry E / \ 2o'sTNr / h CG-12 �C \ \ \ ��� \ \ \ ds\ R15 > E \ \ / \ EASEMENT _ / O` \ 504 — — — �\ w v E -OB.4436PG:`F5 20'ELECTRIC �_ R25' Q� 10' BUILDING sr 9 ° Is W > ; PRO OSED EASEMENT 0°'�END TB K LINE cr RIW TO BE\ � v w ; STORM DROP INLET PROPE T LIN \ \ DB:1434 PG:75 / �ry / 4\5' \ PROPOSED J� DEDICATED ¢ U. 3 RE SE VICE-52�'\� ' � o GRATE =507.95" 10'B IL IN \ \ S WyK ROPERTY LINE ALBEMARLE COUNTY YH p 7 6' WMH W L M 15" RCP lO = 502.0' SETBA L E \ v \ / / I / CONNECT TO ¢ ao z SLOPES OVERLAY C s ' N a / EXISTING ,�, o rn O GRAVEL ROAD o o " 5' SIDEWALK, H 524- — 4 — — R30' ry a ALBEMARLE COON Y 1 \ \ _/ 5 O ORTION OF A — — / Z F MANAGED STEEP SL E \ 1 / / / 12' 3 �� B. TE #7 m l � O V) x (�A OVERLAYDISTRICT \ \ \ 0 / I ) / < 1.5" METE F}OPI ING / = v ry z / /\ CLEAN OU (TYP.) ULT FIRE LINE A 203' ALL v > '1O^ O a n ANIT Y S WER I � � \ � 3" DOMESTIC 5 v g O1 z z LATERAL (TYP. LNE� / v I / ^ > m I \ SRO 'p6 1 4 STORY PROPOSED HOTEL APPROX LOCATION OF SM 10,841 SF/FLOOR TO '526.5 00 v 61' S07C50' CEMETERY DB: 251 /71 ` —00 WATERLINE 3 � 43,364 GSF PG 505 DB: 243 PG 381 /I: 507.E (" \ / / N \ I �� \1 (SEE NOTE #6) 10: 50725 ( VcL 49$ — S / y0 ADAPARKING 1878^DIP SIGN qYP.) / WV SANITARY \ \ CG-12 (T1' ) 4.5' J l SEWER LINE / �/FHA 5' TYP.EWArK DUMPSTER I 496 — _ 5� BERKM, ., .i 1-TVP — — PAD / s I ST�FOR FU d� ' O — / o 4 0 \S / DEV�O ENT g„ X„ / — 494 \ - / 6�� 13.5 U l EXISTING 12"CAST l ~ S° Z �' ' •' ' '• RON RWSA \ 0 WATERLINE / 49 \ — — 25 L \ i / 24, / 11.25 / U O TMP 45-112G SOO ( 3 BEND TMP 45-112D ¢ N/F/HG LAND LLC. 6" DIPJATER INE 6 W 6 490 Z _498— _ �{ ` 20'ACSA SANITARY N/F SCHEWEL-CHARLOTTESVILLE o SEWER EASEMENT TO DB: 1089 PG:334 DATE i I 90° BE CENTERED ON AS / DB: 4687 PG:15 I ''' �o :'; 5' � / �y BUILT LOCATION OF 0711812022 A z BE ..:'; •: • :'•:'; . De: 643 PG: 480 DB: 3463 PG:483 PLAT A ° _ T SEWER LINE DB:5232 I / o (PLAT) — — /(TYP.) 18' (TYP.) / PG:243 DB: 407 PG: 65 —488— — /— — — DRAWN BY v_ rn WATERLINE 1 2 CONNECT FHA 24, TO EXISTING -486 — l Y. TA o / WATERLINE / — (/1 S DESIGNED BY A \ ADA PARKTIN > I 1 °� \ R5' 12" X 6" TS&V / • 20'PUBLIC DRAINAGE 200 m SIGN (TYP.) z / EASEMENT O� rn J. DENKO DB:4825 PG:147 PROPOSED / • up I o •::a2' •0 ••: � '•: / — 5 �,,�.. . ... .. .... .. .. .,... .;. $� CHECKED BY PROPER LINE SIDEWALK ;. .. .. I ": . . ,:.: '; ,' : • .' . ,: ' ',' : s .. .. . , A �— TMP 45-112B1 • a �25' SSMH N/F MALLOY PROPERTIEIS III LLC •,•.,:.; s TOP: 5126 • J. DENKO 2 / lL "PVC)e DB: 4863 PG:471 R3 505 30 8d SCALE �• � �• ' � • •' lO: 505.05 8"PVC MP ' 1 / CONNECT TO "-30' z AN SA 3' _ _ _ _ _ • g R40 ' G _ / EXISTING / 26 c. uou r, 90° ' G PAVED ROAD UP LIFT GATE / 5 BEND o, / �$ OPERATOR s PRO OSED R10' PD / (TYP.) // ' PROPERTY/LINE u V� 9 5' SIDEWALK CG-12 (TYP.) \ 7.5 FIRE LINE A ° / HAND l \—1-.5yb1ETER R10' (TYP./ HOLE / a — \ VAULTg98 / / /' UNDERGROUND �� CL PROX 15' I \ \ I ELECTR/CL/NE m cn LECTRIC N _ 3" DOMESTIC LIf�E / ' ; / 25' ENTDB.' 153 (9 / \ � FDC a Pc:soo U 4 STORY SELF STORAGE FACILITY �rn APPROX 30' ELECTRIC EASEMENT 25' / / 1 STORY BELOW GRADE, 3 STORIES DB:1538 PG:732 \ \ / ABOVE GRADE / :• s ;:, �/ m / I 110' 26,250 SF /FLOOR v / TMP 45-1128 20' PUBLIC DRAINAGE EASEMENT / / DB:4825PG:147 �\ i 1 5,000 GSF / I N/F B PROPERTIES, LLC. w 1 8" PVC (,, -- / J / / 25, I I / / DB: 1723 PG:690 / IT SANITARY / 7 SE20'ACSA ENT SANITARY SEWER / „� DB: 4857 PG:576 (PLAT) / _ _ ' EASEMENT TO BE CENTERED ON SEWER � / � / � 'U � z AS BUILT LOCATION OF SEWER �g / ' ' • l 12/ N LINE DB:5232 PG:243 \ 90- A / 49 CLEANOUT / / R4.5' Q SSMH J 205' o / ' ^ L i V / C2 TOP: 482.75 � n oy / / � 4j0 � 11:478.40 SANITARY SEWER „/ / / APPROX 15' Q J /O: 478.33 LATERAL (TYP.) 26' / ' WATERLINE l _ �� m EASEMENT DB: 460 Ppi ---484—� / �467.V / i� \� V / p / — — -----------� — - ---0 06 is SSMH__ — ` — — — — — IF N S33313. 4''45"W / / SSMH Q LINE — 313. 4�T— — — 1 r � 66/ o z-__478------ _ — — -RA I a�� = DO OUS----- ------ % UP �P - - G IS O O —> i \ UP 20'ACSA SANITARY `480 �G �ti� SSMH 1 Q ` _ EASEMENT TO BE CENTERED ON AS ' TOP: 513.3 J —o- —_ — — — — — — 461 / — — " \ BUILT LOCATION OF SEWER LINE SSMH / — — - 486 3 APPROXIMATE D8:5464 PG:559 /l.• 50275 8"PVC 80-�PbC_---i — ---- (--- GZ ��, TOP:509.9 O O -4 / ( i -P EXISTING LOCATION SANITARY ll.' 500. 1 (8" PVC) Q 2 /0:502.55(8"PVC) CURB LINE ' Oo SEWER LINE /O: 499.95 (8"PVC) ' • ' RD RD RD ® ��� apco SCALE 1"=30' _462 29 ® RD ® GeV yC 0 30' 60' /S ROUTE TMP 45-112C �J N/F KEGLERS OF n1 LEGEND: CHARLOTTESVILLE BOWLING ALLEY DB:996 PG:198 / / / CONCRETE SIDEWALK \ / / HEAVY DUTY ASPHALT \ 25' LIGHT DUTY ASPHALT — \ / HEAVY DUTY CONCRETE JOB N0. 48033 MATCHLINE U B NTPIPE FF, / MILL &OVERLAY SHEET N0. C4.0 L 0 42 E 0 U UP / S MATCHLINE sos �/ oF`� STORMOROPINLET GRATE=51720' / BERKMAR DRIVE ��P��" _ 15"RCP 10=513.27' _ — — VAR/ABLE WIDTH RM lT $2°, °8 , _ ' ; �E �� it. DEKKO > \ S, lic. No. 57291 � a / Sol / / o �0 7/18/22��``� �sy S'S BCOR1D97 \ i // F FSSIONA��' l TC SINK 519.27' 520.34' SWK SWK / -506- / l 522.58' s'a SWK 522.24' _110 UND GROU GA 22.75 520 h�o 516.54' �1 51.Y27' ^ SWK E U N bit c ., / 514. 9' EASEMENT _ / 519 �` S \ \\ ~ U w 3 STORM DROP INLET DBASEM 51 TC 57> C0 YARD ar 3.30' - 5�g4 \ 5SINK 2452' ✓ \ a GRATE = 507.95' �o �' D 2 515 \ n r w- iri O 15"RCP lO = 502.0' I \ Q J U rb z 514 a z1.sr 514B1s 524-T �- 4 / - - - - _ 02 S0? / a > N v a I 1 / - 523.00' rA / z f w \ 119'' m \ �~p�x u) $07 & 6 LL p Ln IL z c \ rn \ ew / =vat O W \ 10 Sj3 , HDP RO� F FFE=512.1T 00 c .. \ • 514.8 / I / F N z I z �EADEF CONNE.�TION \ 5 / m \ 1 6 \ 4 STORY PROPOSED HOTEL I Y NLu Lu ? 10,841 SF/FLOOR 49900 a \ \ / 43,364 GSF- \ 0A / I \ ` \ ' 498, - - SINK PVMT SWFF 5 3 15' / W(31 V Sp I YAK \ 5'I'�.09' 512.6T 13.1T VMT SWK / DRAIN 1 512.59' 4 3' / I 49 496 513 y / I 6-� _/- O / 512,51' S \ TC 514 5' - - / O 1 t t TC 494 - -L_ - - x 12 ,�1 EXISTING 12"CAST l ~ 0 T TC \ / WAOTERLINE /\ - > LU 12.1 51524' Q LU \ 5tb9.21' 510.3 P PVMT / TC 492 492 F- 0� \ \ 5.x per, r 6^w \ S'� 6°w S1? T\ TC TMP TMP 45-112D / z 20'AcsA SANITARY N/F SCHEWEL-CHARLOTTESVILLE 4s0 DATE Tv 6' T SEWEREASEMENTTO BE DB: 1089 PG:334 509. 2 BUILT T EREDONN A / 489 S I TC (� 138 SEWER LINE DB:5232 DB: 643 PG: 480 / - _ 0 0807/18/2022 .16 \ \ TC PG:243 DB: 407 PG: 65 — — } DRAWN BY 512.0 487 Y. TA spy n N 507 \ \ \ S Sip ` K T Sp �Sp / • DESIGNED BY / 130 y 05 506.8 9 20'PUBLIC DRAINAGE 200 ,Q SWK PVMT 505. 8'1 1 1 1 .78' / / 48 DB 4825 PG.147 O UP C �05.51' O 05.73 114 S • J. DEKKO 04.24' ti �, ob \ / ABA 484 TMP 45-112B1 • CHECKED BY l I as T N/F MALLOY PROPERTIEIS 111 LLC • 1 • • DB: 4863 PG:471 J. DENKO 10 r O �A TC T 5 .97' / - / SCALE m \ / / I / / PVMT • 1 "=30' N 48/ m APVMT A y� 505.68' 2.32' S06.38' TC / 505.27' \ \ 5� / 0 0 / / • 503% 9' / `SO TC a TC / UP • S 5 507 0 .58' • / O�, TC 1 SWK / VVL 501.94' / II SWK PVMT O 505.19' T HAND l 506.04 506.05' 506 05' \ J 1.46' CD HOLE / a - / / •FFE=49T :43_ A98 O l UNDERGROUND a� PROX 15' I / \ \ 50A /Lo �iq / ELECTR/CLINE / ENT D APPROX 30' 4 STORY SELF STORAGE FACILITY rn / o/ ELECTRIC EASEMENT \ $00 / / 1 STORY BELOW GRADE, 3 STORIES \ 502 ° I D6:1538PG:732 128 \ / ABOVE GRADE I Lo i / ' PUAINAGE EASEMENT 26,250 SF / FLOOR o 20BLIC DR / / DB:4825 PG:147 1 / / 105,000 GSF WIT I L 49g / / / / / , / / 0 1 I l / �^, z 7 20'ACSA SANITARY SEWER / / EASEMENT TO BE CENTERED AS BUILT LOCATION OF SEWER t- N LINE D8:5232 PG:243 \ U1 o yp- � srg \ j a' l I q TO c 496 488') — SSMH 494.77' TOP.482.75 06 / ON Ih 478.40 1 6� 10: 478.33 \�\ 0 , , ----484�- - - - - - - - - - -- - - - - - - - - -496497 498 9 499-500 501 502.503 -- 504 — - 478.-- ---- ----- RA / ----- ------ ------1--------/ ----� J-- - — { ape- -' 48� `� \ UP 20'ACSA SANITARY SEWER _ - - �� YP `- EASEMENT TO BE CENTERED ON AS 'lfgT 3 _ \ BUILT LOCATION OF SEWER LINE 80 Pt/C _ - - - _ - - - - - - 486 L - - - 0 C DB:5464 PG:559 - �w a .0 0� - _ - RD RD CURB LINE RD ® ® RD RD ® BOWLING ALLEY MATCHLINE NI / APPROX 15' Y WATERLINE EASEMENT DB: 460 4( PG:638 5�7 UP G SSMH ti / TOP: 513.3 l ll: 502.75 (8"PVC) • o ' 0 0 /0: 502.55 (8"PVC) co a A -• \O, 0 I / I \ / 512- - IF / O ; W W Q � Q— W 466 - - J co — W a 0 467.1' - // / \ \LL SSMH L 06 �66 0 SSMH z p z W m - 462 US ROUTE 2 9 0 �p0 a3 SCALE 1"=30' JOB NO. 0 30' 60' 48033 SHEET NO. C5.0 L E E 503.79' FIA l � TC 503.92' AN SAN PVMT 505.27' SWK 505.51' PVMT / 1 505.73. ti p L, an SAN Q as 4 aQ J.. a / a 4 SWK PVMT SWK 506.04' 506.05' S06.05' 5 505.84' TC 505.97' SWK \ 505.88' \ SWK PVMT \ 513.09'� 512.67' s 513.17' SWK 513.15' r PVMT / 513.03' ----------------------------- a T . \ \ \ \ PVMT)� 512.12' NS 77, 6 PVMT 512.21' 6"W 6"W 6"W 6"W SCALE 1"=10' 0 10' 20' i n OF JESSICA R. DENKO lic. NO. 57291 WI E>/22,: M E O 0 O U N � N C Q O > E v E w 3 w w Q LL 3 p LL — wO `mom j V20 z o —ui O rn > 00 (L w 30'x U) w U-) i c ry z O m > c U) N W w � M � 00 J O W � H M O x C7 0 x F p w w W H U p Q z O M K 0 O Y DATE 0711812022 DRAWN BY Y. TA DESIGNED BY J. DENKO CHECKED BY 1. DENKO SCALE 1 "=10' am 0 r..0 V 1/La1 O Q\ Li �7 V , w L J CC Q L Jm W ^ ' a V / O Lu r Q � J O Q �/� w LL 0 LU 0 JOB NO. 48033 SHEET NO. C5.1 L 0 42 rn E 0 U 0 E L UP / / )♦ Q10 = 27.27 CFS PER WP020190050 MATC H L I N E 509 / I ��P�_T H of `� BERKMAR DRIVE - - VAR/A WIDTH WW0.. / DENKO s I lic. No. 57291 0.32 0.84 Ss so7 #108 I �oF FSSIO N AL F. 10: 508.0 (8"PVC) -506- / I Is N 76' _ 110 D GRou cas 520mE 1 1 i mu 519 $21 ?' _ _ 504 - - - �\ w v E STORM DROP INLET U. o 3 ALBEM''"✓ a 0 GRATE = 507.95' 0 #120 YR F w O m 15" RCP lO = 502.0' TEEP WMH / ¢ _j V oMo Z \ 0.05 0.59 20 515 ES OVERLAY I \ ' n n $ w .J. - n O I 514 / 0r#118 - ALBEMARLE COLINPY \ 1 \ ^ $1vn ap RTION A / °2 \ ` Z F y M la� MANAGED STEEP SL���pppE 119 .., ;•... 1'."". ...:.?\:. '::. :. .ti'.. B. TE#255 7) m l ..O u OVERLAY DISTRICT \ \ 14 / $° LL w 0.01 0.64 l�� o 0.14 0.90 ti / = a .. 01.3 #116 \ #120 (R 5 / ti / °° _ ~ s ° > m I \ \z 4 STORY PROPOSE S / y v 4 w APPROX. LOCATION OF `y o Q 10 841 SF/FLOOR MEWXMWFlj6Wvno TOP: 526.5 h": 49 a 1 p / 50°' 115 0.01 0.6 6.11 0.90 /O: 50725 (8" VCL W 8" DIP s f #122(1) \ \ #122(R) // SANITARY l // \ / 0, i _ �; SEWER LINE / N / - 12 /- 496 - 4,96 _ ' / S \ O BERM DIN �... 51 �... 0.73 0.42 31 A I o 0 #106 EXISTING 12"CAST / ~ / 0 / 1 WATERLINE l\ 492 492 „j - _ IJ \� Lu 0.170.88 , \ / x a TMP 45-112G sou, 130 \s'' SU 1p J TMP 45-112D / / a N/F/HG LAND, LLC. _49s - / 20'ACSA SANITARY N/F SCHEWEL-CHARLOTTESVILLE 490 _ a' SEWER EASEMENT TO DB: 4687 PG:15 4 c Z i I I \ B UILTLO ATI ON DB: 643 PG: 480 / Sy 0711812022 BUILT LOCATION OF DB: 1089 PG:334 ; DATE DB: 3463 PG:483 (PLAT) w _ / s I SEWER LINEDB:5232 I _ _ _ o /_ \ 5 0 PG:243 DB: 407 PG: 65 - - } DRAWN BY 0.75 0.78 / ` 487 / Y. TA N 5oT \ \ #114 130 \ \ \ \ Sp9 / Sp8 /- • DESIGNED BY 20' PUBLIC DRAINAGE 00 W 1 Q I EASEMENT o. �, 48 • J. DENKO DB:4825 PG:147 UP I O ^ \ �: .;:.... .. .:. ob \ nan 484 - TMP 45-112B1 • CHECKED BY SSMH N/F MALLOY PROPERTIEIS III LLC 1 1 s TOP: 512.6 : • 1. DENKO 10 �. l ll. 505.30 (8" PVC) nag _ _ / DB: 4863 PG:471 SCALE m 0) 0)"� - -_ l 10:505.05(8"PVC) 1 11_30. m / 0.36 0.90 ERKMAR DINGS L cri sp #128 2. r A I / • / s 'S07 0 HAND l l n HOLE / - - - co C a � UNDERGROUND � PROX / \ \ B� / 50w /� Ivj I / ELECTR/CL/NE m EN / P '500 T 4 STORY SE STORAGE FACILITY �06 ti APPROX 30' / / ELECTRIC EASEMENT \ $00/ / 1 STORY BEL W GRADE, 3 STORIES DB:1538PG:732 128 \ / AB VIE GRADE 20'PUBL/C DR41NAGEEASEMENT 1 / / 26,2 SF/FLOOR / 0.1 0.90 TMP 45-1128 / DB:4825PG:147 ` _ / 0.24 0.90 1 ,000 GSF 500 #126 N/F B PROPERTIES, LLC. w /�� 0.28 0.90 N DB: 1723 PG:690 IT 7 20'ACSA SANITARY SEWER 4s8 / #102(R) / % #112(R) / Lo 1 -`l DB: 4857 PG:576 (PLAT) / l EASEMENT TO BE CENTERED ON \ Q QQ AS 8 ILTLOCATIONOFSE LINE DB.S 322 PG.243 e 496 488') / / SS .047 1 O> w SSMH 6b / l 50 . 5 (8" PVC / z LL TOP: 482.75 r 551.7 (8'PV� / gip V I cC Q ll: 478.40 a / 6N APPROX 15' Q 1 2 0.14 0.84 0.52 0.64 / _ ,� LL Z W /0: 478.33 1 / / gC�N / / / WATERLINE _ _ LLJ /� #102 #112 5 gOg I EASEMENT DB: 460 a, J 00 V \ 0 1 .1 PG:638 /46 \ Lu Q Q 67.V ---484<- 4/ / \ p Z IF 498 - - - - - - - - Is SSMH _ } 4�3 ` / 1 -IFLINE N S33°20'45" 499-500 501 503 504 05 F�1 4 J / 66/ l SSMH _ _ ? L.I_ 313.64' T 502. I \ P LIN / -1 --- -- - 5 y0 -- - - -- �s -� - O -- 478----- RA ----- ------ ------ -- - ---�lr 5UJ c - - U - - - G p� uP / �_ _ / i UP 20'ACSA SANITARY SEWER SSMH 1 J EASEMENT TO BE CENTERED ON AS - -o- - _ - - - - - $g7 3 / \ ui BUILT LOCATION OF SEWER LINE SSMH / TOP' .3 g6 -�• Py�- _ - _ _ - - - - - _ L _ 486 / - - - B _ APPROXIMATE DB:5464 PG:559 5 8"PVC Z _ _ _ _ _ TOP: 509.9 O O A 1 ( ) - - Q �- LOCATION OF 2.55 8"PVCLu - - - - - �Lo -p EXISTING SANITARY ll.' 500. 1 (8" PVC) (� 0 ( ) - RD CURB LINE RD ® SEWER LINE lO:499.95(8"PVC) co RD aA Vco SCALE 1 "=30' U6S R o U TE 29 TMP 45-112C •� •� 0 30' 60' N/F KEGLERS OF O CHARLOTTESVILLE BOWL/NGALLEY DB:996 PG:198 V \V LEGEND: I INLET 512- - � Tc =TIME OF CONCENTRATION - / / *ALL Tc = 6 MIN. JOB NO. \ / = DRAINAGE DIVIDE 48033 MATCHLINE U B NTPI IFIF,� ROOF/YARD DRAIN &PIPES SHEET N0. - - - C5.2 0 rn U 0 E JESSICA R. BE""' 1.IC.NO. 57291 '-----'' _•' /' \ v\\I,)liil/ll�l//li 111=__ �O -7/18/22� 1 I— —-------- / \ I l II 111 11_ — � F V \\ \\ \ \ —------------ \ ---\_\ �� I��II111,11 —-_ _ - — FSSIONAL _- �---. \\ . \ \ � \ \ \ \ \ \ _ \ ` \ mu ftftft ftftft eE —— __ \ _ / // / // // / / / LL Lu a L 3 G ' x cam!) _jLu o<�� z ary Z / U)) PRE -DEVELOPED DRAINAGE \ O _ AREA. FROM APPROVED PLAN: Lu BERMAR OVERLOOK DAB. \ \ \ I I I \ \ \ \ \ \ 00 o v (OFFSITE) — — - _ _ / \ \ \ \ \ / - - \ \\\ \ \ \ \\ \ 1 \ \ 1 1 o w PRE -DEVELOPED DRAINAGE \ ` \ \ \ \ / / \ ` \ \ \� I \ \ \ \ \ O AREAA (OFFSITE) _ \TOTAL AREA_6.78 AC 1 \ \ \ CN=80.9 \ \ \ TC=7.2min / / \ \\` / /' \ \ 11 I I/ \\ _ \ I 1 \ M TOTAL AREA = 36.6 AC ` \ I CN= 70 \ . \ \ ` — I / / 1 \ / \ \ 1 I I� \ \ \ I I O WPO201900050 I li Tc=20.5min \ \ \ , (WP0201600011) PRE- BE \R DEVELOPED DRAINAGE AREA. FROM APPROVED PLAN: BERMAR OVERLOOK DA C. / \ \� \ \ \ i w w \ I \\ \ \\ H (OFFSITE) \ \ I I \ � \ x Q TOTAL AREA = 0.90 AC \ \ \ \ \ \ \ \\ J - - O �CN=65.8 I I I I I I i\\\\\\\\\\\ / /�/% // t \��-`-- _ 1 / I 11 I \\\\ / _ �\�•._' II-_ \ \ TC=6min (WPO201900050) DiF _ / 1 I S --- _/ 11 \ \ E J\ 1\\ `— — — —— —— ^rRJ��A R,DRI —`\ — \ \\ 0 , \\ \ ^\ \Sh T= / I /^_-_` / = ` _=-/�-= -%-_-=--J= --__-_ �_ • 113E / \ I \ fl _ ` O \ SHALL \ l l/ \ _ _ I l / / / _ • • / — - - (Nwm tVED)____----- I UVA I \ \\ _ ` I `----- — _ e ` I 11-'_''I ' II I 1 \ // / //'i ) I / /// • CREDIT UNION CHANNEL \ 1 /' / \ / , / I PRE -DEVELOPED DRAINAGE \ HARVEST / I I WALM RT \ / FLOW AREA. BERKMARSELF — I \ \ I / I I "\ / maw ' \ - _ _ l STORAGE ON SITE vooi _-\ \ /.i,.TOTAL REA=4.24AC II \\ \\\ /�\---/ __� -----1 / III) III 11111 11 1\ _ \i/ _' t /® O D 11�jlI /I J Irl jl1/,/I illl 1I I i 1 —, /, ,— �'o o II 1 / \� II \ // i IIlfl� I — / XEGLERS Imo-- Q I \\` II II II IIII,111 \I 11I I I \/BO LING \ \\ 1 I� \\ / /'I — / /Ili ' o o b \ ' - - _ _ _ s� O O O LOWES I 1 1 ! I ) I I I / // / I I \ III PRICE \ o 0 0 0 0_ D I I III I 1�1 I PRE DEVELOPED DRAINAGE I/ // I___- , CHEV I I I I AREA. KEGLERS (OFFS/TE) O\O I / �-- / /// \\'-------I II 1 I ICI �\ 0 0 TOTAL AREA =5.61AC / - -� � / -_\ I - -_ _II � o , ICI \ a =�7 PRE -DEVELOPED DRAINAGE III o\0 0 0 �/ I/ ' ' I \\ I I I i / ElI I I \ o \ AREA. LOWES (OFFSITE) i1411 TOTAL AREA = 15.40 AC 111 I I r' Il/ CN 84 — / _ l - I /' / \ �MALLOY CN = 92 I a — �% _ / - - - ' I I ! / FORD\ I D ilk \ o /----------- ------ Cr= p / '�i� I \L-� '�- \ \ _---- -\ \\ \SCALE'=150' \ \ HIC FILA , ---- /,/'///// \^'�/ / / MINOLC 1�'` , — - -1 1 1 \ \ \ t- ,l 1 1 \ \ \ \ /I — `\ \\\\ \�\\ \ \ I I ///, / I' -- -- — —— — /L--- 11 I // \ I 1 \ \ \ _ — \\ \ 1 I I I11 a --- , LEGEND: DRAINAGE AREA DIVIDE TIME OF CONCENTRATION f H DATE 0711812022 DRAWN BY Y. TA DESIGNED BY J. DENKO CHECKED BY 1. DENKO SCALE 1 "=150' CaC G Lu w 0 Q IIQI W V / _ �2a J? U)w LL O 0 � W ov i W oC > Lu Lu p co lil JOB NO. 48033 SHEET NO. C6.0 L 0 rn U 0 E If / I l \ l �\ ��` \\♦ IIII \` \_ '� it. DEAK0 /\\\\ IIIII 11 1 \\_J " JESSICA III /�/'`�` No. 5729 _ \\\ \ --- ------------- / / //\ �/11�� I 1,��-!�\'-\` \\\\ ,1 \'i — _ _ _ _-__--_'`. I _' -__ \ — � , ,-\JI I ` 11 --'� ---'_ / �-'__- \� � III l I ll ll �- i' /,'i // •-���` \\\ 11 // �'�'%'! =_- --- = �_� � �---_--_--_--_--_�� �\ \\ _\ �'`E` i \ , I I Ill Ill/l III _� �� /,/� \\\ `�� \ \IIII11111 �� j �'� �i __ - ___- ��� ` �_— - — \ \ \\\ / A` II ll/I ll ( // �/ / \`\�\ \\\\I III'' �'/ \ ---- - -\ \ \\\\ \ / SS�UN \ II II l / � �---��/ /.�� � /\\ I I'll\I IIII/Il\1 10000 / \ / // i / / LU Lu � ry \ _ �_ / Z~''-'� a' L _ _ 1 \ // / _ ---- — - 1II II Iv / 9& LL l I - = I / / a w — _ _-_--_ ,11, III I11////III II, / / / �S vry Z \ l\ 1 \\ I I I l/ / x �n U) POST -DEVELOPED DRAINAGE O N w AREA. FROM APPROVED PLAN: \ / / 1 \\ \ \ _ _ _ / - -_ — \\\ \\\\\\ \ I 1 1 \ \ ` \ \ ` 1 w M BERMAR OVERLOOK DA B. U. a v POST -DEVELOPED DRAINAGE \� \ (OFFSITE) OFFSITE AREA -A (OFFSITE) / \ \ \ TOTAL AREA =6.78AC 1 \\ \\ CN=80.9 r ' / ' t \\ / \ \ �\ _ _ \ 1 \ \ 1 ' 1 /\\ \ \\ V - \-� / \ \\ ` ,/ I TOTAL AREA `\ \ \ TC=7.2min \ 1 r / /' / / \ \\\`/ // // \\\ \ j1 11 I/ \\ ^�\ \ I 1 1 1 M / I CN = 70 \ \ \ \ ` _ I / / 1 \ / \ \ 1 I I� \ \ \ I I O \ (WP0201900050) \ / \ \ \ \ \\\ , \ \ _ - - 1 WP0201600011 \ \ / \ I / \ \ / \ \ - _ _� _ I 0 Tc=20.5min \ \ \ / 1 / \ / 11 \\ _ I I x r \ \ O POST -DEVELOPED DRAINAGE BE � AREA. FROM APPROVED PLAN: BERMAR OVERLOOK / / / \ \ \ \ — / L w I I I \ \ \ ✓ _ - ' J // \ ` . _ I I I I I I I / \ 1 \ \ \ 1 \ ^/ \ ` - DA C. (OFFSITE) a !TOTAL AREA = 0.90 AC \ ` ` \ \ ` ` \\ J - - o z`�. _ / - ^ �� \CN=65.8 \ _ \ \\ \ \\ \ \\\ — in ` / TC = 6 min ` ` ` - _ _ \ J - _ , \ `1 \ \ \ ` _ > �\ C ILD I / \ \\ \ (WP0201900050) \\ \ — _ — / _\— 0 _/ll \\ ETER _ `------- `` \ \\ // I / 1, ` J' ' \\ � /' DRIP I �� -- -- � `- _ � __ __- _ -_- -_- _ __ /.-\ `____/ '�_ ___ _ /_-__--��_� � • BERWAR,(-\ CREDIT t / \ . ' \ .-. I I - _ _\ I UNION \� \ \\ \\ \ ( , l ` / / / 1 1 1 \ \ I I / /' / ,' / Il ,I// • IL r II POST -DEVELOPED HARVEST DRAINAGE \ I I I \ \ \ / WALM RT AREA. BERKMAR SELF / STORAGE (ON SITE) TOTAL AREA =4.08AID CN=94 1 O o �\ / )(/r� D -1 I'! III/IJ Irl III/l/I BE I \ IIII \ J III �r_I II,II (y / .KEGLERS BOWLING _ Q O O O I \\ II I I I I 1 I I I V I , ALLEY `\ 1 / \ III \ 1 III / I I / / O O \ O O - - _ _ _ - _ LOWES �l IIII ( 1 , / I `\ , �/ III \ - - - ' I I I CHEV o 0 0 O IIIIIIIII 1 POST -DEVELOPED DRAINAGE \ / I III \ 11 11 11 1yl� AREA. KEGLERS (OFFSITE) O \O / — — / _ _ — / — — — _ — — — — TOTAL AREA = 5.61 AC -_ % /� I ` - - - - - ` _ - ,/ �\\ I I o 1 II POST -DEVELOPED DRAINAGE 11 `, / ' CN O\o 0 0 \ \ \ ` \ I/ ' / I II I ` I I /' I ❑ I I �\ o AREA. LOWES (OFFSITE) 111 1 \ I TOTAL AREA = 15.40 AC �II II r' �/— a I \ _ - - - I I I ,' / \ �MALWY n CN = 92 k -- J IiI/ \ � - �\— \ - \ ` _ /- - - - -- 0 p p — / HIC FILA -'O l/'//� --- ' JI i — — — — — , ---- \ i� r-----�� 1 I \ \ \ S ALEV=150' \\ \\ \ _ -\\\\y /_ _ / I I///////// J" SEMIN�!- j — -1 I 1\ \\ \ \\ t' ` /I 1 \ I 0 `) / 150' A / 1 I( \ \ I LEGEND: DRAINAGE AREA DIVIDE TIME OF CONCENTRATION f H DATE 0711812022 DRAWN BY Y. TA DESIGNED BY J. DENKO CHECKED BY 1. DENKO SCALE 1 "=150' Q w Q V LLJ �' W a U) _j z ILL. Q m� (LU \/ / LL o w Qo O v J LU Lu LU 0 co v^0 0- JOB NO. 48033 SHEET NO. C6.1 L IlNLEC w�yv °� F x� cFaj2 z Sag Inlets Only z�¢ 102 DI-3C 8.000 0.140 0.84 0.1176 Back/Lt. 0.000'RIGHT 0.118 5.042 0.595 0.671 0.0721 0.0231 4.610 0.000 0 0.0231 1 2.00 Back/Lt. 0 5.042 0 0 Ahead/Rt. 1.266 0.0721 8 1.266 1.571 0.185 0.500 0.37 3.571 5.668 Weir Flow 106 DI-1 4.000 0.730 0.42 0.3066 O'LEFT 0.307 5.042 1.548 0 1.548 0.0503 0.0503 3.895 2.000 0.51348 0.0208 0.41352 0.798 1.29 0.0000 0.0503 21.965 4.000 0.182 0.864 1.337 0.211 1.643 108 DI-3A 6.000 0.320 0.84 0.2688 O'LI�T 0.269 5.042 1.356 0 1.356 0.0709 0.0208 2.504 2.000 0.79872 0.0833 4.00481 0.998 3.50 0.1458 0.1663 12.245 6.000 0.490 0.702 0.952 0.404 2.125 112 DI-3B 6.000 0.520 0.65 0.338 O'LEFT 0.338 5.042 1.704 0 1.704 0.0953 0.0208 5.221 2000 0.38307 0.0208 1 0.725 2.00 0.0833 0.0812 22.649 6.000 0.265 0.425 0.725 0.979 1.303 114 DI-3C 12.000 0.750 0.75 0.5625 Back/Lt. 0.000'LEFT 0.563 5.042 2.839 0 0.0225 0.0208 8.284 2.000 0.24143 0.0208 1 2.00 Back/Lt. 0 5.042 0 0 Ahead/Rt. 2.839 0.0225 12 2.839 2.210 0.250 0.500 0.5 4.210 8.853 Weir Flow 116 DI-1 1.250 0.010 0.64 0.0064 O'RIGHT 0.006 5.042 0.03 0.056 0.086 0.0676 0.0208 2.489 0.000 0 0.0208 1 0.845 2.00 0.0833 0.0912 3.291 1.250 0.380 0.864 0.074 0.012 0.621 118 DI-1 1.000 0.050 0.59 0.0295 O'RIGHT 0.03 5.042 0.151 0.015 0.166 0.0744 0.0208 3.127 0.000 0 0.0208 1 0.643 2.00 0.0833 0.0743 5.047 1.000 0.198 0.662 0.110 0.056 0.781 120 DI-1 2.000 0.210 0.50 0.105 O'RIGHT 0.105 5.042 0.529 0 0.529 0.0160 0.0208 6.437 0.000 0 0.0208 1 0.630 2.00 0.0833 0.0733 5.224 2.000 0.383 0.748 0.396 0.133 1.607 122 DI-1 1.000 0.010 0.67 0.0067 O'RIGHT 0.007 5.042 0.035 0.003 0.038 0.0475 0.0208 1.958 0.000 0 0.0208 1 0.852 2.00 0.0833 0.0918 2.093 1.000 0.478 0.871 0.033 0.005 0.489 124 DI-3B 6.000 0.360 0.87 0.3132 O'RIGHT 0.313 5.042 1.578 0 1.578 0.0163 0.0208 5.381 2.000 0.37168 0.0833 4.00481 0.860 3.50 0.1458 0.1462 9.071 6.000 0.661 0.858 1.353 0.225 2.843 126 DI-3A 2.000 0.100 0.90 0.09 Back/Lt. 0.000'RIGI-IT 0.09 5.042 0.454 0 0.0200 0.0208 1.790 2.000 1.11732 0.0833 4.00481 3.50 BacldLt. 0 5.042 0 0 Ahead/Rt. 0.454 0.0200 2 0.454 1.289 0.166 0.333 0.498498 3.289 5.163 Weir Flow 128 DI-3B 8.000 0.260 0.90 0.234 O'RIGHT 0.234 5.042 1.18 0.209 1.389 0.0640 0.0208 5.211 0.000 0 0.0208 1 0.725 2.00 0.0833 0.0813 18.436 8.000 0.434 0.641 0.890 0.499 1.301 130 DI-3B 4.000 0.170 0.88 0.1496 O'RIGHT 0.15 5.042 0.756 0.404 1.160 0.0363 0.0208 3.065 2.000 0.65253 0.0833 4.00481 0.987 3.50 0.1458 0.1647 9.435 4.000 0.424 0.629 0.730 0.430 2.265 PROJECT Berkmar Self Storage DESIGNER: R.van Niekerk DATE 7115/2022 ee�`l H OF CHECKED: UNITS :NGLISH DENKO r NO. 57291 �0 7A /22��``� FFSSIO N A� M E O U MU N N C > E w a E w w 3 Q LL tj O 3 p LL - wO `mom V co z a -M O ce .. rn c9 LU a w m 30'x U) w � i c ry z Fv> O c U) n N W W M LU d o w H vi O x (7 0 O x F p w w w 2 Q Q � z O i/t DATE 0711812022 0 } DRAWN BY Y. TA • DESIGNED BY DEN • J. CHECKED B • CHECKED BY • J. DENKO SCALE • N.A • • W U) BERKMAR STORM NETWORK PROJECT: Designed by: BERKMAR STORM NETWORK PROJECT: DESIGNED BY: V Z STORM SEWER DESIGN COMPUTATIONS LOCATION: HYDRAULIC GRADE LINE ANALYSIS O COUNTY: Checked by: Checked: STORM FREQUENCY 10 INCIDENCE PROBABILITY 10 Year O Q Q UNITS ENGLISH > j LJ J m U w Q o W �za O U C LL `OLL^^ vJ 106 12+01.66 500.49 18 2.73 24.35 0.06% 0.01 8.84 0.3 0 0 0 0 0 0 0 0.3 0.39 TRUE 0.21 500.7 500.73 OK -0.03 114 13+26.39 504.63 15 5.21 31.01 0.55% 0.17 6.26 0.15 0 0 0 0 0 0 0 0.15 0.2 TRUE 0.27 504.9 506.66 OK -1.76 110 15+63.74 507.88 24 27.27 110.03 1.24% 1.36 21.5 1.79 0 0 0 0 0 0 0 1.79 0 TRUE 2.26 510.14 517.39 OK -7.25 122 10+31.00 509.4 8 0.66 31 0.25% 0.08 6.6 0.17 0 0 0 0 0 0 0 0.17 0 TRUE 0.16 509.57 512.71 OK -3.15 JOB NO. 48033 SHEET NO. C6.2 LU 113 130 13+25.74 104 12+05.76 0.170 0.880 0.150 5.997 0.000 6.500 6.087 36.503 498.496 493.980 119.975 0.038 24.000 Circular a0 r PIPE NO FROM POINT TO POINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "C" (4) CA TOTAL INLET TIME Minutes (7) RAIN FALL In/Hr (8) RUNOFF Q CFS (9) INVERT ELEVATIONS LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Dia. Or Sp an/Rise) In. (14) SHAPE Capacity CFS (15) Friction Slope Ft./Ft. VEL Vn Ft/Sec (16) FLOW TIME Min. (17) REMARKS (18) INCRE-ACCUM MENT (5) ULATED (6) ADDTL CA UPPER END (10) LOWER END (11) REFERENCE (1) STA. REFERENCE (2) STA. 119 120 15+05.03 118 15+01.68 0.230 0.450 0.104 0.230 0.126 8.750 5.526 1.268 508.701 508.047 32.704 0.020 8.000 Circular 1.850 0.009 5.724 0.095 incl. Roof drain 117 118 15+01.68 116 14+64.93 0.050 0.590 0.030 0.259 0.000 8.845 5.505 1.426 507.947 507.070 36.754 0.024 8.000 Circular 2.021 0.012 6.291 0.097 121 122 116 0.010 0.670 0.007 0.106 0.099 6.000 6.230 0.659 508.507 507.070 31.003 0.046 8.000 Circular 2.817 0.003 6.598 0.078 incl. Roof drain 115 116 14+64.93 108 14+53.71 0.010 0.640 0.006 0.371 0.000 8.943 5.483 2.035 506.967 502.670 37.638 0.114 8.000 Circular 4.421 0.024 12.433 0.050 109 110 15+63.74 108 14+53.71 0.000 0.000 0.000 4.623 4.623 7.200 5.898 27.266 S1Q210 500.555 110.034 0.088 24.000 Circular 72.585 0.012 21.503 0.085 Incl. WP0201900050 107 108 14+53.71 130 13+25.74 0.320 0.840 0.269 5.263 0.000 8.993 5.472 28.797 500.455 498.596 127.971 0.015 24.000 Circular 29.536 0.014 ]0.744 0.199 129 114 11+51.31 130 11+20.31 0.750 0.780 0.585 0.585 0.000 0.000 8.901 5.207 501.180 500.870 31.008 0.010 15.000 Circular 6.996 0.006 6.262 0.083 INLET OR JUNCTION INLET STATION OUTLET WATER SURFACE ELEV. DIA. PIPE Do (In) DESIGN DISCH. Qo (CFS) LENGTH PIPE Lo (Ft) FRICTION SLOPE Sfo (FT/FT) FRICTION LOSS HF (Ft) JUNCTION LOSS FINAL H (Ft) Inlet Water Surface Elevation Rim Bev Comments Vo Ho (Ft) Qi Vi QiVi Vi'2/2g Hi Angle FID Ht 1.3 Ht 0.5 Ht 102 10+23.57 487.69 24 41.01 14.97 2.80% 0.42 28.7 3.2 39.34 19.65 773.16 6 2.1 53.99 3 8.29 0 TRUE 4.57 492.26 494 OK -1.74 128 11+06.01 492.26 24 39.34 82.38 2.58% 2.12 19.65 1.5 38.16 12.15 463.52 2.29 0.8 8.2 0.3 2.6 0 TRUE 3.42 495.68 498.66 OK -2.98 104 12+05.76 495.68 24 38.16 95.95 2.42% 2.33 12.15 0.57 36.5 16.72 610.43 4.34 1.52 84.54 2.87 4.96 0 TRUE 4.81 500.49 500.94 OK -0.46 130 11+20.31 500.49 24 36.5 119.97 2.22% 2.66 16.72 1.09 28.8 10.74 309.39 1.79 0.63 88.93 1.25 2.97 0 TRUE 4.15 504.63 506.3 OK -1.67 108 14+53.71 504.63 24 28.8 127.97 1.38% 1.77 10.74 0.45 27.27 21.5 586.3 7.18 2.51 0.67 0 2.96 0 TRUE 3.25 507.88 510.39 OK -2.52 116 14+64.93 507.88 8 2.03 37.64 2.42% 0.91 12.43 0.6 1.43 6.29 8.97 0.61 0.22 72.24 0.41 1.23 0 TRUE 1.52 509.4 512.63 OK -3.23 118 15+01.68 509.4 8 1.43 36.75 1.19% 0.44 6.29 0.15 1.27 5.72 7.26 0.51 0.18 83.21 0.34 0.67 0 TRUE 0.77 510.17 513.62 OK -3.45 120 15+05.03 510.17 8 1.27 32.7 0.94% 0.31 5.72 0.13 0 0 0 0 0 0 0 0.13 0.17 TRUE 0.39 510.56 512.95 OK -2.39 112 12+58.53 492.26 15 3.88 258.83 0.31% 0.8 4.48 0.08 0.8 9.19 7.36 1.31 0.46 53.74 0.66 1.19 1.55 TRUE 1.57 493.83 495.59 OK -1.75 126 13+19.42 493.83 15 0.8 60.9 0.01% 0.01 9.19 0.33 0 0 0 0 0 0 0 0.33 0.43 TRUE 0.22 494.05 510.28 OK -16.22 L 20'ACSA SANITARY SEWER I EASEMENT TO BE CENTERED ON AS BUILT LOCATION OF SEWER LINE DB:5232 PG:243 SSMH TOP: 482.75 11: 478.40 1 2 l0: 478.33 ��- 0 - - 48,l O sr>�---_----- \�--- - 478--_ \ R4 \ - _ -474-__ ---__ ---___ 480 --__-474-_----_---/_'�`-_�_i�itCP� 49 480- -�" PVC � _ i � - 48 CURB LINE _486-- RD RD - - RD- I RD- RD RD IJL fil BOWLINGALLEY co I I I I I 1 1 1 I I I I I I II I I t o a l 1 SCALE 1"=30' I �(RE TMP 45-112C o 30' 60' KEGLERS OF APPRO� DR -T�-` \ / RPXNI� I I I I I ( CHARLOTTESVILLE o % P I /^ l nllI I I I I De: 996 PG:198 R PLP(CE�XISL IN 18" I � I I I III I II I R(P 1IVITI/I 15"1 / PIPE IV / / IV 40.6/ I I 20'ACSA SANITARY SEWER 0:452/5 I EASEMENT AS BUILT LOCATION OF SEWER / LINE D6:4734 PG:458 I \ I I I \cc INRE:PSE SOP RIM ;OFRISERIT0II!1117.ty / \I \\ \ \ Ala \ W 470 i j / / 1 ( co N SSMH TOP: 483.43 CIO 11: 474.73 -480� 10:474.53 rITi� f \ \�\� 482.821' MH 3.05 ♦ -474- � O RISER X TOP RIM.- 470.0 I ll: 452.8 (18" RCP) /O: 452.3 (36" RCP) \` O VARIABLE WIDTH EASEMENT FOR DETENTION POND DI 1119 PG: 577 - DB: 996 PG: 200 PEAK FLOW ANALYSIS LINE DB:4825 PG: 147 SSMH TOP.- 482.50 10: 476.60 . . . __� ' . PEAK FLOW RATE RUNOFF DRAINAGE TOTALAREA TIC (CFS) CN VOLUME AREANAME (AC) (MIN) [AC -FT) lYR 10 YR Pre Developed Onsite Drainage Area 4.34 16.7 62 1.40 8.87 0.124 65.05 20.5 78 78.36 222.84 5.561 Pre Developed Offsite Drainage Area COMBINED PRE DEVELOPMENT FLOW AT OUTFALL 29.34 127.48 Post Developed Onsite Drainage Area Post Developed Offsite Drainage Area 1 4.34 1 9.6 1 88 1 12.09 1 5.05 1 65.05 1 20.5 1 78 1 78.36 1 222.84 COMBINED POST DEVELOPMENT FLOW AT OUTFALL 1 2.1.63 1 123.76 OUTFALL CHANNEL PROTECTION AND FLOOD PROTECTION CALCULATIONS CHANNEL PROTECTION (ENERGY BALANCE) -1 YR FOR ONSITE AREAS QI YR POST-DEVALLOW = IF * (QI YR PRE-DEV * RV1 YR PRE-DEV)/RVIYR POST-DEV 0.800 * ( 1.40 * 0.124 ) / 0.613 0.23 CFS APPLYING QIYRPOST-DEVALLOW TO THE POND ROUTING: QI YRPONDALLOW-QI YR PRE-DEVPOND - QI YRPRE-DEVONSITE+QI YRPOST-DEVALLOW 29.34 1.40 + 0.23 28.17 CFS 21.63 CFS :5 28.17 CFS OK FLOOD PROTECTION - 10 YR Q10 YR POST-DEV POND = Q10 YR PRE-DEV POND 0.613 5.561 25' DETENTION DOND EASEMENT DB: 1454 PG: 637 STORMWATER NARRATIVE THIS PROJECT INCLUDES THE CONSTRUCTION OF A HOTEL, A MINI STORAGE FACILITY, REQUIRED PARKING LOT, AND ASSOCIATED UTILITIES. CURRENTLY THIS SITE DRAINS TO THE KEGLERS REGIONAL POND, WHICH IS LOCATED DOWNHILL TO THE SOUTH OF THE SITE, BETWEEN THE BOWLING ALLEY AND LOWES HOME IMPROVEMENT STORE. THIS POND WILL BE USED FOR STORMWATER QUANTITY MEASUREMENTS. PRE -DEVELOPED CONDITIONS WERE ESTABLISHED FROM THE SURVEY PERFORMED BY ROUDABUSH, GALE AND ASSOCIATES IN JUNE 2022. FOR STORMWATER QUANTITY ANALYSIS, THE PRE- AND POST -DEVELOPMENT FLOW FROM THE SITE WAS USED TO DETERMINE THE ALLOWABLE FLOW LEAVING THE POND. SEE THIS SHEET FOR CALCULATIONS. POST -DEVELOPMENT STORMWATER RUNOFF FORM THE PROPOSED DEVELOPMENT WILL BE COLLECTED VIA A STORMWATER PIPE NETWORK AND BE DIRECTED TO A CHANNEL TO THE SOUTH SIDE OF THE SITE. THE CHANNEL CONVEYS FLOW TO THE KEGLERS REGIONAL POND. IN THE EXISTING CONDITIONS, THIS CHANNEL IS CURRENTLY USED TO DIRECT OVERLAND FROM FROM THE PROJECT SITE, AS WELL AS, BERKMAR OVERLOOK TO THE POND. THE PROPOSED STORMWATER NETWORK DOES CAPTURE WATER FROM THE BERKMAR OVERLOOK DEVELOPMENT. FOR ENERGY BALANCE AND FLOOD PROTECTION TO BE SATISFIED, THE EXISTING 18" RCP PIPE WITHIN THE POND IS PROPOSED TO BE REPLACED WITH A 15" PIPE AND THE TOP OF RISER NEEDS TO BE INCREASED TO 471.0. CALCULATIONS ON THIS SHEET SHOWS COMPLIANCE WITH VIRGINIA WATER QUANTITY REQUIREMENTS. FOR WATER QUALITY REQUIREMENTS, 5.00 LBS/YR OF NUTRIENT CREDITS WILL BE PURCHASED FROM A DEQ-APPROVED NUTRIENT CREDIT BANK. POST FLOW ENERGY BALANCE ALLOWED PER ENERGY IMPROVEMENT BALANCE* FACTOR CFS 0.800 78.59 Site Results (Water Quality Compliance) Area Checks D.A. A D.A. B D.A. C D.A. D D.A. E AREA CHECK FOREST/OPEN SPACE (at) 0.00 0.00 0.00 0.00 OK. IMPERVIOUS COVER (al 0.00 0.00 0.00 0.00IMPERVIOUS COVER TREATED (ac) 0.000.00 F 0.00 0.00MANAGED TURF AREA (ac) 0.000.00 0.00 0.00MANAGED TURF AREA TREATED(ac) 0.00 0.00 0.00 0.00 OK. AREA CHECK OK. OK. OK. OK. OK. Site Treatment Volume (fl?)Il Runoff Reduction Volume and TP By Drainage Area 11 D.A. A D.A. B D.A. C D.A. D D.A. E TOTAL RUNOFF REDUCTION VOLUME ACHIEVED (fell 0 0 TP LOAD AVAILABLE FOR REMOVAL (Ib/yr10.00 ���� 0.00 0.00 0.00 0.00 TP LOAD REDUCTION ACHIEVED (Ib/1 0.00 0.00 0.00 0.00 0.00 0.00 TP LOAD REMAINING (Ib/yr) 0.00 0.00 0.00 0.00 0.00 0.00 NITROGEN LOAD REDUCTION ACHIEVED (Ib/yr) 0.00 0.00 0.00 0.00 0.00 0.00 Total Phosphorus FINAL POST-DEVELOPMENTTP LOAD (Ib/I 6.87 TP LOAD REDUCTION REQUIRED (lb/yr) 5.00 TP LOAD REDUCTION ACHIEVED (Ib/yr) 0.00 TP LOAD REMAINING (Ib/yr): 6.87 REMAINING TP LOAD REDUCTION REQUIRED (lb/yr): 5.00 Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD Qb/yr) 49.18 NITROGEN LOAD REDUCTION ACHIEVED (Ib/yr) 0.00 REMAINING POST -DEVELOPMENT NITROGEN LOAD (lb fill 49.18 ECOSYSTEM SERVICES, LLC 1102 Carlton Avenue Charlottesville, VA 22902 ;,s�1A',�,"1� ), , 540.578.4296 Ii Ki i ll '; www.ecosystemservices.us on(a).ecosystemservices.us July 7, 2022 Rik) van Niekirk Project Engineer TIMMONS GROUP Nh 608 Preston Avenue, Suite 300 1. Charlottesville, VA 22903 w RE: Nutrient Offset Credit - Credit Availability Letter Project: Berkmar Self Storage and Hotel �Project TMP: 04SOO-00-00112EO and 04500-00-0011200 Project Address: Berkmar Drive, Charlottesville, VA 22903 Project HUC: 02080204 i Bank HUC:02080204 'Bank Address: 1705 Lambs Road, Charlottesville, VA 22901 01 l+ Riki, is r �I it We appreciate the opportunity to provide a credit availability letter for 5.00 pounds of phosphorus for °-_� the above referenced project. This letter is to certify that as of today, July 7, 2022, Ivy Creek Nutrient Bank F' has 163.65 pounds of phosphorus (TP), 251.83 pounds of nitrogen (TN), and 51,603.97 pounds of TSS available for transfer to those entities requiring offsets in accordance with the Chesapeake Bay Watershed ry Nutrient Credit Exchange Program (VA Code § 62.1-44.19:14 et seq.). Those offsets are also transferable ;i in accordance with the Virginia stormwater offset program (VA Code § 62.1-44.15:35) athe,Virginia Soil and Water Conservation Board's Guidance Documenton Stormwater Nonpoint Nutrient Offsets approved on July 23, 2009, to those regulated entities qualifying for nutrient credits. We can certainly) accommodate your needs and could offer to fulfil the order of 5.00 pounds of phosphorus. I Please feel free t contact us with any questions. I hope we have the opportunity to work together on this pro. ject J rYi �Vr io - I sr Q d J 6 r i !� Sincerely, " fl; i tI r Ecosystem Services, LLC ryry I+� u + By: II AN �K�9 '.. Y l"�� i` DIY '�i✓ic�'�J, I( P CIq+� 1II �4�i IVsY ��i :01ir Jonathan R. Roller, AOSE PS CNMP Manager -Authorized Representative II II^!I Project Name: Berkmar Self Storage Date: 7/6/2022 BMP Design Specifications List: 2013 Draft Stds & Specs Information Post -Development Project (Treatment Volume and Loads) Land Cover (acres) A Soils BSoils CSoils DSoils Totals Forest/Open Space (acres) -- undisturbed, protected forest/open space or reforested land 0.00 Managed Turf (acres) - disturbed, graded for ards or other turf to be moved/managed 1.77 1.77 Impervious Cover (saes) 2.80 2.80 4.57 43 1.00 0.26 1.86 0.41 0.90 Runnff Coefficients Mull A Soils BSoils CSoils DSoils Forest/Open Space 0.02 0.03 0.04 0.05 Managed Turf 0.15 0.20 1 0.22 1 0.25 Impervious Cover 0.95 0.95 0.95 0.95 Land Cover Summary Treatment Volume and Nutrient Loads Treatment Volume 0.2512 (acre-ft) Treatment Volume (able feet) 10,941 TP Load (lb/yr) 6.87 TN Load (Ib/yr) 49.18 Informational Purposes On Forest/Open Space Cover (acres) 0.00 Weighted Rv (forest) 0.00 % Forest 0% Managed Turf Cover (acres) 1.77 Weighted I(turf) 0.20 %Managed Turf 39% Impervious Cover (acres) 2.80 Rv (impervious) 0.95 %Impervious 61% Site Area (acres) 4.57 Site Rv LiEd data input cells constant values calculation cells DENK0 lie. No. 57291 CL O oc 0 N Z O E E Z O a I cJ In w p Z O N W Of w a p DATE 0711812022 DRAWN BY Y. TA DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE 1 "=30' Z O LU Q U a O<U J Z LLL a WC ILLJ C '(LL LL _J c� v, O Q z Z �a i W w Q c LL O U) JOB NO. 48033 SHEET N0. C6.3 L 123.76 CFS <- 127.48 CFS OK UP / BERKMAR DRIVE STORMOROP/NLET GRATE = 51720' / — — 15" RCP lO = 513.27'— VARIABLE WIDTH R/W a l a/ / SS BM=517.91 l „ CORGI' / /0: 508.0 (8" PVC) p {1 UNDERGROUND GAS INE j \ \ 20'SPRINT / EASEMENT DB:1436 PG:555 20' ELECTRIC EASEMENT — STORM DROP INLET DB:1434 PG:75 0 \ — GRATE = 7. ' 50 95 'I 0. � 15"RCP lO = 502.0' .. ;. 6.......:......:.................... .. WMH / 1 I. N .a / II MT A I It 4 STORY PROPOSED HOTEL SSM / 10,841 SF/FLOOR TOP: 526.5 43,364 GSF lh. 507.6 (8" /0: 50725 (8" VC) W / \ \ / S 8" DIP -SANITARY SEWER LINE ACCESS TOP:512.6 0 00EASEMENT5 I lr�pl 11 I ` UNDERGROUND 'ROX 15' , ELECTRIC LINE I I ECT 6 'ANT DB: DB: 1534 I 'G:500 4 STORY SELF STORAGE FACILITY / ELECTRIC E SEMENT 1 STORY BELOW GRADE, 3 STORIES IDB:1538 PG:732 ABOVE GRADE 20' PUBLIC DRAINAGE EASEMENT 26,250 SF /FLOOR / DB:4825PG:147 105,000 GSF / I IT 7 20' ACSA SANITARY SEWER 'I / EASEMENT TO BE CENTERED ON / ' AS BUILT LOCATION OF SEWER / N LINE DB:5232 PG:243 0o SSM / OP: 510.0 / — SSMH I 50 .85 (8- PVC / TOP: 482.75 01.7 (8'PVC ll: 478.40 /0: 478.33 ) I WATERLINE / EASEMENT O8: 460 ----484�� / I \ P -- 478--- _ RA — —-------- ----------- --- --- ---- --- p 480 I��G / / i —� - — — UP 20' ACSA SANITARY SEWER DP SSMH — — — _ — — — —� ` EASEMENT TO BE CENTERED ON AS TOP., 513.3 —_ — — — — — — — $(7 3 / \ BUILT LOCATION OF SEWER LINE SSMH / 80 PbC----�----------486 /--- G4---__ '- APPROXIMATE D8:5464 PG:559 LOCATION OF O O 0 50275 (("PVC) ----__------- J �_--��, --- 11.500.1(8"PVC) i 10:502.55(8"PVC) / _ CURB LINE ` ` -'�Oo EXISTING SANITARY SEWER LINERD 10: 499.95 (8- PVC) ' • •. a RD RD ® `' co RD RD ® ® ® ® v ® (� a l BOWLING ALLEY \ / I \ / 512- — MATCHLINE N so IF � Tmmmmmmmmm MATCHLINE �/ ��I,�_TH OF` JESSICA R. DENKO s I lic. NO. 57291 7/18/22��`14; �FFSSION �6— I I 1I ME 0 u N � N \ > E 504---\1 W v E W N 3 Q LL 3 \ LL .y p - — � n w0 -i V oMo Z w r-J— O rn W N a zF =� V 30V-)Q w oa =LL I I U)_ N Z L I 500 l / ~ c ^ U) / 0 ry > Lu 498 — O 496 ' O I = C7 / 0 O 494-- �-- _ Y. TA 1 • DESIGNED BY / • J. DENKO TMP 45-112B1 • CHECKED BY N/F MALLOY PROPERTIEIS III LLC J• DENKO DB: 4863 PG:471 • • SCALE l • 1 "=30' Lu / O C O > LLJ J J I g�0 Y W 8� J ED Z 46 W a W 467.1' / i \ \ O 2 SSMH_ _ Lu �66 0 SSMH Q =)Q O U uJ Lu soyy o — 462 ROUTE 2 LEGEND ■ ACSA SANITARY SEWER EASEMENT ASCA UTILITY EASEMENT PUBLIC DRAINAGE EASEMENT ❑ PRIVATE SITE ACCESS EASEMENT SCALE 1"=30'- 0 30' 60' JOB NO. 48033 SHEET NO. C7.O a 'a U ^ C 0 N 0) p U7 O O N 00(n O V Z w ¢a- o U)OZ r,2n N a O ^co 1� O) O L co v 0, v L O O O O 1100 CO 00600 0) r V O O 0) a (O(ON 0Q)u� mN OM°0 O M � co r• O ^ O (O MLOCq V co �OD� ~ 2+ ~ M�OIt 0 j m�MC)Ma OUY O MO)� O 0 ��r-F p�az 0 M,U')Z z 0 OQa� O -L It010Z Z D gI'p0 C*4 0z z ~Oz z z C) z z �¢a» 66 �� > IU)f- _ _ Ica -- - O K z z 2 n O 515 L `� 515 Iq C0,64 I UM0 V) 00 00 a F z 0 WATER I o C) O > > CROSSING 510 O � z z PROPOSED 510 GRADE / r 505 °, F 505 3 / i 500 500 107 127.97' OF 24" HE P� 000,�/ 1�3. @ 1. 495 / F SL-1 495 / 119;NpPE V!; 103v" �/ 1. 95.96 OF 24" HDPE 490 0 490 $ZA NpRp°I°C ROSSING @6. 485 485 101 14.97' O 24" HIDPE EXISTING @ 14.36 /o GRADE 480 1 480 00 O M (o of N 9+50 10+00 11+00 12+00 13+00 14+00 STR 100 TO STR 110 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 U) N _ .-.O �_ l0 O U.)L L L ~ " N (K M O 00 0) co to Iq O00 7 M�_OH vj O co 6 6m M+ V 7 7 H O)co yN00)� Q� LO0 O0,qz z O OQaIt z O NFO> Naa»> MHO > �vJFz Z Z U) H z Z MRZ .ri'I.�i 510 510 505 505 / EXISTING GRADE / 500 PROPOSED 500 GRADE- 495 / 495 4.8' O�OQry��o 490 490 111: 25 .83' OF 15" HDF IE @ 0.50% / 485 485 480 480 7 Cr V R H h h WIL-1 m 2 r. 0) L O N F O V MOO OD 00 N M00 O't m+0It�F o�LOZ_Z_0 M F 0 > > > �U)FZZZ ngn 114: DI-3C 12 It Throat STA 13+26.39 TOP 506.66 INV OUT 501.18 (129) im 515 515 PROPOSED GRADE 510 510 505 505 GRADE 500TEXISTING 500 2 Ll 11 129 31.01' OF 15" HDPE SSWR @ 1.00% 495 CROSSING 495 490 490 485 485 h EX. STA 10+00.00 TOP 507.95 INV IN 502.00 (E101) 520 u� m °p v , EX. 102 o m � STA 10+42.80 " O O TOP 513.97 NIFO> INVOUT509.22(E101) U)H- K 520 515 515 510 I 510 505 d � �� 'O °\° 505 500 500 DEMO EXISTING STRUCTURE 102 AND INSTALL NEW STRUCTURE 124. CONNECT EXISTING RCP PIPE TO NEW STRUCTURE. EXISTING RCP PIPE E101 TO BE PARTIALLY DEMOLISHED 15+00 16+00 9+50 10+00 11+00 9+50 10+00 11+00 STR 104 TO STR 108 EXISTING HARVEST MOON NETWORK HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 L 03 ^ 2 0 U') 116: 18" Basin - Circular Grate U ^ 0 ^_ F(0 STA 14+64.93 U N Lo m�0)(D TOP512.63 (.)ooo m M O N u-) Cl). INV IN 507.07 (117) (O r: r: LOU') O)' Lo INV IN 507.07 (121) m I U') U') Z)Z5 `)ZZO Z Z 0 INV OUT 506.97 (115) O»> CO , U) r9n r9�r1r F z z z 510 510 PROPOSED 505 GRADE 505 106: DI-1 500 500 TOP 500.73 INV OUT 496.11 (105) 1 495 495 O 24'''NpQE 12; A A901, 490 490 485 485 � M � O O PRO DOSED G E 515 515 WATER EXISTING CROSSING GRADE 510 r 510 11g 120: 2 " Basin - Circul r Grate 32 F STA 1 +05.03 1 �5 OF N 8 E TOP 12.95 505 3 DPE 0°1O INV OUT 508.70 119 505 ,L 3g o 118 12" Basin - Circular Grate 500 STA 15+01.68 500 115 INV IN 508.05 (119) 37.64' OF INV OUT 507.95 (1 7) 8" HDPE @ 11.42% SANITARY 495 CROSS NG 495 490 490 (n O) O) OM O (00 ,cm 0) O_ h N_ h N u7 u7 u7 NOTES: • INLET SHAPING (IS-1) IS SPECIFIED FOR ALL STRUCTURES • SAFETY SLABS (SL-1) ARE SPECIFIED FOR STRUCTURES TALLER THAN 12-FEET 122: 12" Basin - Circular Grate STA 10+31.00 TOP 512.71 INV OUT 508.51 (121) F95 520 520 515 515 510 510 PROPOSED GRADE 1Z1O F 3 505 " NpP °�° 505 Q 500 500 495 495 7 O (MO � N u7 5 0 1 0 50 PROFILE SCALE P i1. JESSICA R. DEN'0 lic. No. 57291 VI E>/22,: M E 0 rn u N � N Q O > E w a E w w UM 3 Q t 3 0 W O w O L6 LY W L M a_j U00 W J -N M (A N C7 W Q! M 30x oa =LL M = > N Lr, E00 N W M a� E H z O a_ U U Lu w a z O U) w �r a DATE 0711812022 DRAWN BY Y. TA DESIGNED BY J. DENKO CHECKED BY 1. DENKO SCALE 1 "=50' LU V 9 O > w w J J LL Q Jm� Q a ^^ ''wLL V / O Ce LL z O O U) LU co JOB NO. 48033 9+50 10+00 11+00 12+00 STR 102 TO STR 112 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 L 13+00 13+50 9+50 10+00 11+00 11+50 Storm 400 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 9+50 10+00 11+00 Yard 1 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 12+00 12+50 9+50 10+00 11+00 Yard 2 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 SHEET NO. C8.0 10+00 11+50 \ TMP 45-112G N/F/ HG LAND, LLC. DB: 4687 PG:15 DB: 3463 PG:483 (PLAT) G BERKMAR DR/ VE VAR/ABLE WIDTH R/W �s sus \ 12+06+00 16+50 + s N 13+50+ -cr 00 — \ 520 i — — 516, \ \ � \ ,7�— - 522 YH \ � YH ARV IF �524- — If m \ \ \ \ \ 520 v ^� m I \ s� Oh \ . 4 STORY PROPOSED HOTEL \ \ \ \ O_ �� / h J ` \ 10,E 364 GSFOR \m' \ \ \ / / 45- 12 \.� `bs- _ i / /<3(9 BERM �'� HOI DIN i T 31 AC. 1500---, I to I 1 \ \ — 498 — I \ I \ Mt t66 H / -a-__.. a BERKMAR HOLDINGS LLC — 69101 HEIGHT OF OBJEC = 3.5' 525 EIGHT OF EYE = 3.5' SDR = 440' 525 SDL=415' — — 520 _ — — — — — _ 520 HEIGHT OF OBJECT 3.5' _ EXISTING GRADE 515 — 515 PROPOSE GRADE 510 510 505 505 R7 h hW h� c000 L6a 06co 00 h0 ^O Oa0 ha O h O h hC6 lci � cfin hOo Ln Ln Lo uY uY uY N uY N uY N Lo 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 17+00 18+00 19+00 19+50 1 SCALE 1"=50' 0 50' 100' 0 50 PROFILE SCALE H O� � JESSICA R. DENKO Lic. No. 57291 a 0 E N U > E W K W L Q J U CMO � J — l!1 W N � N v ti M X Ln cc oQ �� V° LD FE C Lr; a, O N M W J m� V) 0 0 L, H w LU a Z 0 0 Z O a u CJ LU w Z O N w w a 0 DATE 0711812022 DRAWN BY Y. TA DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE 1 "=50' W^ V LLI LL 0<0�/ L^L J J LL LL z LLJ J o Z WLL a Q O 0 } z i� Q Q� L O f2n V Fn co JOB NO. 48033 SHEET NO. C10.0 3 a O 20: n0 �z v0 a2 6 c 2 mw E m h m a0 0 O c � w O Z zm O2 a F w o$ 5 eo n w c y m X c �o �2 2 MN ° 0 m c� E c 0 m 06 m M °a o '� m o m m t = 2 MN m 0 m U 5E m aD _ E L