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HomeMy WebLinkAboutSDP202200062 Review Comments Final Site Plan and Comps. 2022-11-11E BERKMAR SELF STORAGE SITE DATA: TAX MAP PARCEL AND OWNER INFO: PARCEL 04500-00-00-112EO PARCEL 04500-00-0011200 BERKMAR HOLDINGS LLC 411 EAST FRANKLIN STREET, STE 400 RICHMOND, VA 23219 LIMITS OF DISTURBANCE: 5.00 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, VA22902 434-977-0205 SURVEY CONDUCTED: MAY 14, 2021 SURVEY REVISED: JUNE 20, 2022 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 REQUIRED & PROVIDED 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 1 27 21 48 1 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 FINAL SITE PLAN SDP-2022-0052 COUNTY OF ALBEMARLE, VIRGINIA o7/is/zozz ' ' South fork / F' = Rlvarna RIv,,r _ Reeervo.r µdi u°yA Po/o geyy Nm se brnrldgxN ` 0 0 'Pv 1� Mllora / qrt QD ]9 / Cb IF ,astys PROJECT LOCATION 0 F' o � Munday Ayurn� wA CemercrY - C ` 3 �'so rOOC Dr - rd o*ae` ,]] m ca]tsb �� �R 'ye• (yl GlouceIIer Rtl d 40 Rd Oa W m y; Ilk °4g ] a s V /y\� O'SAy k Agnur Hurt Fementary School i Fx k a Ow v Qo �� grw e x <>` d - a h"rvy Wood°rook Elementary = °of O y School So`` 4•° M � P�0 +<rao. W�`mpje+� �O� cc'"tea // B R¢Br0s9°esye 7y� r':p / Ciro- m "`MV oe R / aaap� "qG � 4D 5 �. 2° u o 6 a afN P � eD°'" a ne j 4 T 9 VICINITY MAP SCALE 111=1000' 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 Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 PROFFERS CIA NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS CIA NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C4.0 LAYOUT PLAN C4.1 UTILITY PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 DETAILED GRADING PLAN C7.0 EASEMENT PLAN C8.0 STORM PROFILES C8.1 STORM PROFILES C9.0 UTILITY PROFILES C9.1 UTILTY PROFILES C10.0 SIGHT DISTANCE PROFILE L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 LIGHTING PLAN L4.0 LIGHTING DETAILS TOTAL SHEETS = 21 Albemarle Cowdy ServiceAuth�rity Hydrant Flow Date of Report 6/3/2022 Test Report rrM `Iry,nvil]Nm,lrlraMp,.p,M'pJl1 hall arc 95,1 Location MALLOY 29 N Pressure Zone JURRAN RING Dateand Timeof Test 7 6/2/20228:54:00^WII Minutes of Flow 0 Pipe Size (Inches) 7 12 Pressure Hydrant 10383 Static Pressure (psi) 128.2 Residual Pressure (psi) 114.1 - Q20 Looped ❑ Q20 Multiple Inline Hydrants ®Q20 Single Flow El Sprinkler Test Single Flow Flow Hydrant #1 12455 Pitot Pressure #1(psi) 94 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) 4763 (No Value in Q20 indicates irasuffiden[ pressure tlmp for Q20 OR a sole spruAder tent.) Comments Hydrants opened all the way; For metlsed a calculating pitot flow with a red Pollani diffuser: ase eq. 2,Wa@ti and 4rtes article unal launul Maow,o nedl operators AWWA For yellow Pollard dgfusers, a Not fit third order porymnlal equation&the Pollard flow Vs. Allot pressure gauge is used. Estimated Consumption (gal) 3170 For use for water audit Signature of Tester: Test 0 Fbw ttrdlent 0 0 Ullbu�m,llw.end Ll Ppryarcrc�vindl�o�dW NM�•oN� Mnbp,.PFi N lam .', n twn.myae apnya .m enY e 1M4 hit read ft ~ g hCwynifimuon. epeTy onbrPmlpeF ��um�re Nwy ­n.. 0 90 190 2l0 380 ewes am'eor`a�Macou'�na]ueomona Fes1 ownennip e Ass. e Rw� QvvJy I n uF C.), JESSICA R. DEMO ue. No. 57291 40,_1 0/15/22 ; N Z 0 f f Z O to a Z � W U w O p U z O z > O Lu U DATE 0711812022 DRAWN BY R.vanNiekerk DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE N/A LU Oa\ lassesseser W J CL' J m W wao `L U U U co W ]OB NO. 48033 SHEET NO. C0.0 L ACSA GENERAL WATER & SEWER CONDITIONS GENERALNOTES ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES P 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, 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND SPECIFICATIONS AND STANDARDS. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND LINES AND STRUCTURES, AS NECESSARY. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER FEDERAL, STATE AND LOCAL AGENCIES. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). ARE TO BE ACHIEVED. 6. THE CONTRACTOR SHALL RESPONSIBLE FOR NOTIFYING MISS UTILITY 4. 5. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT PIPES ALL (-552-EET 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, LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 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 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 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 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. THE LINE. OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. CFR PART 1926). 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. 13. DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION Rlvanna Water &Sewer Authority (RWSA) 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 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 General Water & Sanitary Sewer Notes 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 Last Revised: April 2016 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 1. All materials and methods of construction shall comply with the latest version of the General DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE 16. PLACEMENT OF AGGREGATE BASE COURSE. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIESP Water and Sewer Designand Construction Standards - Version 1.0, adopted in December 2015, UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING AS DEEMED NECESSARY. except as modified below or modified In Special notes. SEWERS, WATER, AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE 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 2. RWSA shall approve all construction materials and methods of construction. A preconstruction 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). conference Shall be held with RWSA prior to the start of any work. 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 4. Victoria Fort at Engineer RWSA En /434 ) 977-2970 ext. 205 ) shall be notified three business days ( 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER g \ 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. 1i nor to the Start of construction. 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 COURSES FOR DEPTH TEMPLATE AND PERFORMED THE - 5. All work is subject to inspection b RWSA staff. No tie-ins to the existing system shall be made J P Y g Y 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 FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). without coordination with and the presence of RWSA staff. No work shall be conducted on STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL RWSA facilities On weekends Or holidays without special written permission from RWSA. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 22 FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. suBGR existing system. All doghouse manholes must be pressure -tested before a connection is made to 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 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 TIONS, AND ROAD AND BRIDGE STANDARDS. ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, the system. Y 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 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE 7. The location of existing utilities as shown on the plans is from data available at the time of design PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) and is not necessarily Complete or accurate. The Contractor Shall be responsible for the 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING 25. 26. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. Verification Of the location, size and depth of all existing utilities, both surface and subsurface. ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' The Contractor shall immediately notify the Engineer of any discrepancies between the plans and 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING 28. TRANSITION ON EACH SIDE OF THE INLET. (N/A) CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS cond itions. ditions. The Contractor shall use due diligence to protect all utilities and structures from g 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, damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be 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. repaired by the Contractor to the original condition at no additional cost to the Owner. 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 NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without 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. ICC/ANSI Al17.1-03. Special written permission from RWSA. No grading Shall be permitted in the RWSA easement 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 3 31. . THE CLEAR ZONE IS TO FREE OF STORED MATERIALS AND PARKED EQUIPMENT. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. Unless permitted Otherwise by RWSA in writing. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM 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 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and 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. RWSA approval of the blasting plan. Ground monitoring during blasting and a re -blast survey Pp g P g g g P Y MINIMIZE ANY HAZARD TO 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 may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass 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 REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. pumping and/or pre- and post -CCTV may be required. RWSA may also require certification MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE 35. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. from a licensed professional engineer Stating that the proposed blasting will not damage any 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 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION the original condition at no additional cost to the Owner. AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOU FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. 10. The contractor Shall observe minimum separation requirements for utility crossings. When a 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 38. LIGHTING NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF crossingis made under an existing facility, adequate structural support shall be provided for the g Ty� q supp LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the 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 SHALL NOT EXCEED ONE HALF FOOTCANDLE. springline of the existing pipe. TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 11. New water main installations Shall be pressure tested, chlorinated, flushed and have water 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANYDAMAGEOR CLOGGING TO FIRE PREVENTION NOTES samples approved nor to making an connection to the waters stem. STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50 /o OF THE WET STORAGE permanent public p pp P g Y li p Y VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF Approved methods of filling and flushing new water mains will be required to prevent any 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 DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. contamination of the public water System. IMMEDIATELY. 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 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL STATEWIDE FIRE PREVENTION CODE. Service. INSPECTOR. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL 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 13. No permanent structural facilities will be permitted in the RWSA easement. This includes PROTECTION ORDINANCE SECTION 17-204G.) CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY building overhangs, retaining walls, footers for any structure, drainage structures, etc. 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. 14. Trees in the RWSA 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 are not permitted easement. PER THE VIRGINIA STATEWIDE FIRE CODE. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS 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 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 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 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 SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. 9. THE THREADS FOR THE FIRE DEPARTMENT USE MUST BE C & O THREADS 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of BLASTING NOTES the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 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 ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL lesser slopes of 3:1 or better are to be achieved. MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. County Engineer, or designee, it is deemed necessary in order to stabilize a drainage 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; channel. CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic CONTROL INSPECTOR. Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). &ESSICR. DENKO Lic No. 57291 10/1 3/22 ,< M E O U N � N C > E w v E w w 3 ¢ LL % 3 LL O W 0 0^y q W L M QLL_J U00 W Jco -N .. rn C7W NV w 30'x m LL X > 0� EO1 N 00 W M a� t7 Z O E H Z O� F w U U) a O Z r O Z U o w U DATE 0711812022 DRAWN BY R. vanNiekerk DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE N/A UJ V 9 0 > J Q � w Jm 0 w Q 06 LL C) U) Ce � lJ J Q 0 U Z LL LU m JOB NO. 48033 SHEET NO. C 1.1 L E E COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. 4" DIAMETER BRANCH AND VALVE ---� - TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 VE BOX PLUG VARIES WATER MAINS \-RESTRAINED JOINT FITTINGS ON—LINE (TYPE "B") THREADED COUPLING PVC SLEEVE SS NIPPLE AND PVC o CAP j LUBRICATE ALL THREADS THRUST BLOCK TO METER BOX (SEE FIG. W-7) VALVE 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 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 0.V 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% (1/4" PER FOOT ) —LQ 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE I SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 B"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE — REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 5" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL ,a CONDITIONS ARE UNSTABLE 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 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS c AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z Lj Z N a M.J. GATE VALVE N-j- WATERLINE 2500 P.S.I. CONCRETE 8 G 2'x 2' BEARING AREA. THRUST BLOCK •,q e. d A o a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- WLLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN IYI - TO 10' (270� 7 W. FT. 18"ALVE BOX t I' //6B STONE-1 TEE • •. I, TEE 2500 P.S.I. CONCRETE BASE AND THRUST r ; •. ��' H;i.` R } BLOCK AGAINST T !'1.,•.N \\V// UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED 0)� EN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FlLL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE Box. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD—B E a , N V a I� E E NE 1 E � u TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-1-D T 1 METER SIZE DIMENSION A DIMENSMN B DIMENSION C 1 1/2, 3'1' 5'0' 3'8' 2' 3'1' 5'0' 3' 5' MIN, ' 4' 5' MIN. 12' MIN. 1 6' GREATER THAN 4' pRDPOSALS WILL BE SUBMITTED, B DOOR HINGES 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 SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ 'NITS, TOP VIEW 3" DIAMETER FLAT UNDERNEATUHRFACE 24' X 36' ALUMINUM ACCESS HATCH PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS SET DOGHOUSE BASE •', " EXISTING SANITARY ON CONCRETE BLOCKS '. SEWER PIPE DOGHOUSE OPENING SHALL; ' '•'A ,•' `. ■' MIN. 12" CLEARANCE BE PREFORMED BY "' ' ! • BETWEEN EXISTING PIPE MANUFACTURER OR "' '"r; •"=' "�• •' AND STONE BEDDING SAW CUT TO FIT PIPE ''•* OUTSIDE DIAMATER •'•° ! .a`• PLUS 6". .; • 12" THICK VOOT No. 68 STONE BEDDING B"x8"x16" AND 4"xB'x16' SOLID CONCRETE BLOCKS CENTER w/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) Illlllllllllillllllllllllllll lull lull lllllllllllllllllllllllllllilllll lllllll tllllllllllllllllllll 11 llllllllllll MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE ON FIGURE S-1-A OR NON -SHRINKING GROUT ALLOW CONCRETE TO FLOW A MIN. WRAP EXISTING PIPE WITH V-O" BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN. GAST-IN PLACE � 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW uullalllllllllllllllllllillllallnnilllltlllu lnllllllllllllllull lililllllllllllllllllt llllllllllln llllii I NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 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" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al V COMPRESSION R 31e MALE PRNE OR APPROVED EQUAL TEE NOTE- ND sMEATm BrnNcs DUAL SERVICE ,• TYPE •K• CD saPr coPPER SINGLE SERVICE 1) & Q SADDLES SHALL BE USED ON PVC PIPE. 3S- MIN. 1/II SEND cGLMPUND� /( / Ns U rol n FOR USE ON ATTAMED SINGLE FAMILY RESIDENTIAL SERV CM OR DUAL RESOENTUTL AND NORMION SERMCES. 2. R 1• COMPRESSION R 3/9' MALE PIPE COUPUND OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE M OE AN ROSE IION METER IS NOT PROVIDED. CAST IRON UD �N+••"•m GRADE --/ �cDRPORATNUI STOP '�"•J2,11,16 Irt.'•NESAND OI WST UNDER'` 4' CAMEIEN CIAO PIPE, M2'SON ANO SETTER (2- NOI IZ, v: L'•y��y LONG STONE POOfET WOT MINIMUM THNTOESS) !Ew(?Lli�, SPEL 2A NO. W XO A TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A O�,p 1 In U f C-1 JESSICA R. DENKO Uc. No. 57291 %04a_ 1 O/15/22 ; M E 0 O o N � N C > E °1 w 3 v wtj Q U. 3 p U. o w 0 m ¢_j U00 z W J —U� N•I (n rn F 0 W N OL W wv 2:3 0�x N Q a ? LL o 0 N Ln i c V z 00 = C � Z ~ O Nry w W M � a� W J Ji 0 x cD 0 F p w N W W N = a a o z 0 (n DATE > 0711812022 O DRAWN BY R. vanNiekerk • DESIGNED BY • J. DENKO • CHECKED BY J. DENKO • SCALE • N/A uj 0 > J_ W < F- L Q LLLJ L 0 J m �( (W Q r06 v , LL C) vJ Q� O � 7 O 7 i Lu co JOB NO. 48033 SHEET NO. C1.3 L BERKMAR DRIVE VARIABLE WIDTH R, /T \ G — / PD IF STORM DROP INLET GRATE = 507.95' 15" RCP /0 = 502.0' ALBEMARLE COON Y MANAGED STEEP SL E OVERLAYDISTRICT 1 a m r Z m 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 8:4825 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 /0: 478.33 - CURB LINE RD RD RD / STORM DROP/NLET / GRATE =51Z20' 15" RCP lO = 513.27' ` , / — %/ SM=51791 / CORDI' 20'SPRINT EASEMENT -DB.Wf43&PG:555 20'ELECTRIC EASEMENT DB:1434 PG:75 BOV WATERLINE 3: 8" STUBOUT _) 6" X 6" TEE 10: 508.0 (8" PVC) )UN AS LINE \ \ A\ J9 900 BENDi ... ' IF VAULT METER . 45° """"' \ VAULT TEE BEND 6"x4 TEE &'4' GV, THREADED ALBEMARLE COON I PLUG TRANS.I ION TO 3" COPPER AR 7 W W wMH FDC SLOPES OVERLAY VICE Ion / A PORTION OF55 � CLEANOUT (TYP.) i 450 BEND FIRE LINE A I I L .ti.. SANITARY SEWER 3" DOMESTIC / LATERAL (TYP.) 4 STORY PROPOSED HOTEL LINE SSM I I 10,155 SF/FLOOR APPROX. LOCATION OF 5 50�C50' CEMETERY DB: 251 TOP:/)1 REDUCE TO 6" 40,620 GSF PG:505 DB: 243 PG: 381 /h. 507.6 (8" I WATERLINE (SEE NOTE#6) 10:50725(8"AFTER rvi, TEE 8^DIP Wv P1V_\I•:7�I01 I = •�� �'e�ll 0 �it I J 4 STORY SELF STORAGE FACILITY 1 STORY BELOW GRADE, 3 STORIES ABOVE GRADE 21,924 SF / FLOOR 87,696 GSF CLEANOUT (TYP.) SANITARY SEWER LATERAL (TYP.) 8"W FIRE LINE A J / 1.5" METER VAULT - J 3" DOMESTIC LINE FDC 0 WATERLINE 1 8"W 8-W REDUCE TO 6" / WINTERLINE� AFTER TEE I 6"x6" TEE 90' BEND f 6" GV - 6"x4" TEE & 4" GV THR PLUG T FHA — 6 — — — — — — — 69.16' — — — — — — — — — — — — — — — — 244.48' I S N — SA NE — SAN 313°20'45"W 64'(T an SAN SAN G a I — — — — — — — — — — — — — — — — - - - - - - - - - - I a 0-U )- - G UP 20' ACSA SANITARY SEWER UP G 72"RC EASEMENT TO BE CENTERED ON AS 4(91.3 BUILT LOCATION OF SEWER LINE SSMH / _ Gd `` APPROXIMATE LOCATIONOF DB:5464 PG:559 TOP:5 O �Lo EXISTING SANITARY A'' 500.1 (8" PVC) SEWER LINE lO: 499.95 (8" PVC) C a TMP 45-112C •� N/F KEGLERS OF CHARLOTTESVILLE BOWLING ALLEY DB:996 PG:198 I I g MATCHLINE / I If iiV If / / I/ l / // / SANITARY SEWER LINE / S / ti APPROXIMATE LOCATION OF: I RWSA WATERL I/ EXISTING 12" CAST RON RWSA / WATERLINE / 20'ACSA SANITARY SEWER EASEMENT TO BE CENTERED ON AS BUILT LOCATION OF SEWER LINE DB:5232 PG:243 22.5° BEND CONNECT TO EXISTING WATERLINE 12" X 6" TS&V.CONTRACTOR TO DIG TEST PIT TO VERIFY DEPTH OF LINE. SSMH IS TOP:512.E Ik 505.30 (8" PVC) /0. 505.05 (8" PVC) G G HAND HOLE UNDERGROUND ELECTRIC LINE o h �ti / m l TMP 45-112B �l N/F B PROPERTIES, LLC. DB: 1723 PG:690 DB: 4857 PG:576 (PLAT) Is APPROX 15' WATERLINE 3EMENT DB: 460 PG:638 SSMH TOP: 513.3 11: 502.75 (8"PVC) IO: 502.55 (8"PVC) SCALE 1"=30' 0 30' 60' CONCRETE SIDEWALK HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE MILL & OVERLAY MATCHLINE NOTE: WET TAP ON RWSA WATERLINE CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA FOR THE CONNECTION TO THE EXISTING RWSA 12" WATERLINE. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA XX" WATERLINE DURING CONSTRUCTION AND TAPPING. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO THE TAP. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIORTO INSTALLATION OF THE TAPPING SLEEVE. THE 12"X6" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT AND TESTING OF THE 12"X6" TAPPING SLEEVE AND VALVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO SET PRIOR TO MAKING THE TAP. NO PERMANENT CONNECTIONS TO THE POTABLE WATER SYSTEM ARE ALLOWED UNTILTHE NEW WATERLINES ARE TESTED, DISINFECTED, AND READY FOR SERVICE. SEE RWSA GENERAL NOTES ON SHEET Cl. 1. TMP 45-112D N/F SCHEWEL-CHARLOTTESVILLE DB: 1089 PG:334 DB: 643 PG: 480 DB: 407 PG: 65 I � / � I / X /m a � p / /I I / /G467.V / SSMH / / 4.8' / °S H B 1 O — O O 1 US ROUTE 29 TMP 45-112B 1 N/F MALLOY PROPERTIEIS III LLC DB: 4863 PG:471 0e� p i n up JESSICA R. DENKO Lic No. 57291 M E 0 u N � N C > E v E w i-.W v.w3 Q IL 3 O LL w 0 m � V oMo Z w w -u 0 rn F C7w " 4 z ° a w g 1- 30�x CUJ N oaf o0 ry i v Z x� >m Z F OV P nO > W M Lu Lu 00 0 x 0 � N W w N 2 Q ti Q O Z 0 DATE V) 0 0711812022 DRAWN BY R. vanNiekerk } • DESIGNED BY • J. DENKO • CHECKED BY 1.DENKO • SCALE 1 "=30' F7 ui OQ Y Q .- Q J? } W a LLL}L z < \G O uj I..L co JOB NO. 48033 SHEET NO. C4.1 L BERKMAR DRIVE VARIABLE WIDTH R, j \ \ 20'SPRINT / EASEMENT DB: 1436 PG555 STORM DROP INLET GRATE = 507.95' 15" RCP lO = 502.0' 1 c m r Z m I \ I 20' PUBLIC DRAINAGE �O EASEMENT�O' DB:4825 PG:147 UP m Z m 20'ACSA s' SANITARY EASEMENT A ROX 15' CTRIC EASE NT DB: 1534 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 /O: 478.33 — ----484�\ II / STORM DROP/NLET / GRATE = 51720' 15" RCP lO = 513.27'— %/ / BM=51791 CORD1' I 20' PUBLIC DRAINAGE EASEMENT IIIPIZI 1 4 STORY SELF STORAGE FACILITY 1 STORY BELOW GRADE, 3 STORIES ABOVE GRADE 21,924 SF / FLOOR 87,696 GSF •ON 10: 508.0 (8" PVC) / / I / / 1/ MATCHLINE �I /I I — � / I I 506 I I / I II IWMH Na I r m l I l 500 HAND HOLE APPROX 15' WATERLINE iEMENT DB: 460 PG:638 I \ P _ I��G / / / / UP 20'ACSA SANITARY SEWER DP SSMH `�P / \ EASEMENT TO BE CENTERED ON AS BUILT LOCATION OF SEWER LINE SSMH / TOP., 80 PbC----�----------486 / Gp_--__ APPROXIMATE LOCATION OF D8:5464 PG:559 O O 0 ll.• 50275 (8- PVC) ----__------- J EXISTING SANITARY 11.500.1(8"PVC) c- ( i 10:502.55(8"PVC) _ RD CURB LINE ® ' _ '�Oo SEWER LINE /0. 499.95 (8-PVC) ' • •. a RD RD `' v � co �f ® RD ® ® ® ® v q N BOWLING ALLEY MATCHLINE 512- — I498 8" DIP SANITARY SEWER LINE I / 496 APPROX/— — / LOCATIONN OF OF 2 / RWSA WATERLI WATERLINE 494 \ EXISTING 12"CAST / `--IRON RWSA WATERLINE l� 492 TMP 45-112D 20'ACSA SANITARY N/F SCHEWEL-CHARLOTTESVILLE 490 SEWER EASEMENT TO -�- BECENTEREDONAS DB: 1089 PG:334 / BUILTLOCATIONOF DB: 643 PG: 480 SEWER LINE DB:5232 PG:243 DB: 407 PG: 65 aa� l / SSMH 4.4 — TMP 45-112B 1 TOP: 512.6 N/F MALLOY PROPERTIEIS III LLC //.• 505.30 (8- PVC) nee _ / DB: 4863 PG:471 /0: 505.05 (8- PVC) _ l UNDERGROUND ELECTR/CL/NE C 4j2, i i �468 0467.V SSMH_ _ \ 4.8' �66 0S H'^ — — sko — 462 IS ROUTE 2 LEGEND ■ ACSA SANITARY SEWER EASEMENT ASCA UTILITY EASEMENT PUBLIC DRAINAGE EASEMENT PRIVATE SITE ACCESS EASEMENT SCALE 1"=30' 0 30' 60' JESSICA R. DENKO Lic No. 57291 10/1 3/22 ,< m E O M U N � N C > E v E w 3 w w W 0 ^i N ¢ j V omo z w w —ui O rn F wv a w 2: 30V)x N oaf oO ry L i g z r m Lr! z ~ O Nry > W M Lu Lu 00 � H N O x C7 0 2 F " > W ~ U ¢ o i z O DATE 0 0711812022 Y Lm DRAWN BY R. vanNiekerk DESIGNED BY J. DENKO CHECKED BY 1. DENKO SCALE 111=30' Lu 9 OQ z w a Z JmZ Q w 'W/ � / L}L G Z U) Q� C OU w LL Lu co JOB NO. 48033 SHEET NO. C7.0 E E L m m m m m m m m T H OF JESSICA R. DENKO y STA 11+91.48 STA 13+41.96 7 STA 15+51.38 UC. No. 57291 TINV TOP 496.08 TOP 505.80 TOP 515.30 INV IN 490.54 (4) INV IN 498.03 (6) INVOUT 500.00 (6) O/ 3/2525 OUT 490.54 (2) INV OUT497.83 (4) 525 �FFSS10140-�aG X STA 13+53.00 TOP 510.05 5 INV IN 501.85 (EX 6) , E INV OUT 501.70 (EX 4) N U N C ¢ o > E STA 10+00.00�1• STA 13+41.96 t X y STA 13+89.78 ,,, a E TOP 482.89 t X TOP 513.30 0 W '> ; TOP 509.90 v w 3 lNV OUT 502.55 (EX 6) 0 50 lNV IN 478.40 (EX 2) lNV IN 500.10 (EX 4) ¢ LL i; 3 INV IN 47 60 (2) INV OUT 499.95 (EX (2J) 515 PROFILE SCALE G s M ¢ j Voo z w w -ui O rn F 0LU �� a w wv � 30�x N � oa o O Ln i ry z r =yam z ~ °ry > W MLu a� 0 x c� F N W Lu N _ ¢ M- o z 0 V) DATE > 0 0711812022 } DRAWN BY R. vanNiekerk • DESIGNED BY • J. DENKO • CHECKED BY • J. DENKO SCALE 1 "=50' 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 12+00 13+00 14+00 14+50 SANITARY SEWER PROFILE EXISTING SANITARY SEWER HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 0 �.jj V 9 0 > LLl � LL Q J co ''w^^ Q a V / LL O } J O j L_L �.0 0 JOB NO. 48033 SHEET NO. C9.0 520 520 515 515 WATER 510 CROSSING 510 PROPOSED GRADING I / 505 � 505 r ~ � STORM CROSSING 500 500 STORM / 6 CROSSING / 209 41' OF EXISTING / 8" PVC GRADE / @ 0.94% 495 495 a F O 15� P`IC'o ✓ @a. 490 490 485 OF 485 0 480 PROPOSED 480 DOGHOUSE MANHOLE 475 475 v CO h o rn o m � rn N �ri ai o rr v v h R R R R h h h h SANITARY NETWORK PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 2 8" 3 - EX 1 490.54 478.60 6.24°� 191.48 LF 8 inch PVC 4 8" 5-3 497.83 490.54 4.85% 150.49 LF 8 inch PVC 6 8" 7-5 500.00 498.03 0.94°k 209.41 LF 8 inch PVC SANITARY STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 3 496.08 5.54' Cylinder 5 505.80 7.98' Cylinder 7 515.30 15.30' Cylinder CON RACTOR TO ADJUST THE TOP OF SSWR MANH LES ACCORDINGLY 510 / 510 PROPOSED / GRADING � / 505 505 EXISTING GRADE E 6X 7 OF 500 36-1 500 EX 4 495 24.40' OF 495 8"PVC @ 6.56% 490 490 / 2a $• 5 °I° / / 485 485 480 480 / �12CG PROPOSED aka+PJy6° DOGHOUSE @6' MANHOLE 475 475 m r� h co � moo cor No rnn �� my or` o� �� o� oio or` v� vN v� ono �n� Ana; v v v � � � � STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION EX Str 463.00 N.A DI-1 100 489.34 3.46' ES-1 for 36 inch Pipe 102 495.13 7.91' DI-3C 8 It Throat 104 501.28 7.40' MH-1 106 500.73 4.62' DI-1 108 512.13 11.68' DI-3B 6 it Throat 110 517.36 7.16' MH-1 112 495.62 5.57' DI-3B 6 it Throat 114 506.81 5.63' DI-3C 12 it Throat 116 513.42 6.46' 18" Basin -Circular Grate 118 515.14 7.19' 12" Basin -Circular Grate 120 513.48 4.78' 24" Basin -Circular Grate 122 511.03 2.52' 12" Basin -Circular Grate 124 513.98 6.13' DI-3B 6 it Throat 126 510.46 12.82' DI-3A 128 499.95 8.09' DI-3B 8 ft Throat 130 506.57 8.08' DI-3B 4 ft Throat 132 469.59 8.87' MH-1 133 484.38 7.81' DI-1 135 484.38 6.22' DI-1 STORM PIPE TABLE PIPE# DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION RL2 6" - 112 493.41 493.11 1.13% 27.10 LF 6" HDPE RL1 6" - 102 492.42 492.10 1.00% 32.20 LF 6" HDPE EX101 15" 124 - 507.85 502.12 16.92% 33.83 LF 15" PVC 101 36" 102 - 100 487.21 486.09 5.29% 21.20 LF 36" HDPE 103 36" 104 - 128 493.88 491.96 2.01% 95.70 LF 36" HDPE 105 18" 106 - 104 496.11 494.48 6.69% 24.35 LF 18" HDPE 107 24" 108 - 130 500.46 498.60 1.32% 141.29 LF 24" HDPE 109 24" 110 - 108 510.21 500.56 9.97% 96.81 LF 24" HDPE 111 15" 112 - 102 490.05 487.31 1.09% 250.63 LF 15" HDPE 113 24" 130 - 104 498.50 493.98 3.78% 119.50 LF 24" HDPE 115 8" 116 - 108 506.97 501.89 12.59% 40.30 LF 8" HDPE 117 8" 118 - 116 507.95 507.07 2.72% 32.24 LF 8" HDPE 119 8" 120 - 118 508.70 508.05 1.46% 44.73 LF 8" HDPE 121 8" 122 - 116 508.51 507.07 4.69% 30.62 LF 8" HDPE 125 15" 126 - 112 497.64 490.15 12.30% 60.86 LF 15" HDPE 127 36" 128 - 102 491.86 487.31 5.75% 78.97 LF 36" HDPE 129 15" 114 - 130 501.18 500.87 0.97% 31.98 LF 15" HDPE 131 15" 132 - EX Sir 460.72 460.00 0.96% 74.88 LF 15" HDPE 133 15" 133 - 132 476.57 460.82 8.84% 178.25 LF 15" HDPE 134 15" 135 - 133 478.16 476.67 4.79% 31.00 LF 15" HDPE L 0 0 42 _rn 0 0 U N 0 0 T H OF JESSICA R. DENKO y No. 57291 �FFSSIO N Al- �aG M E O 0 M U 520 520 525 525 N > E w v E w w 3 Q LL 3 p LL - wo `mom j V oMo Z w w —ui O rn F C7w �� a w wv � 30�x N � oa o O M S ry Z =�a� o Z ~ 0 ry > OV W MLU a� 00 0 x c� N W w N _ ¢ M- a o Z O i/I DATE 0 0711812022 } DRAWN BY R. vanNiekerk to • DESIGNED BY 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 13+00 14+00 14+50 • J. DENKO WATERLINE 1 PROFILE WATERLINE 2 PROFILE • CHECKED BY HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' J. DENKO VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 • • SCALE 1 "=50' • • 525 525 ui O < U) W J J LL LL z O Jm� (Wu a aLL �./ It z J Q O D LL LU co 5 9+50 10+00 11+00 11+50 0 WATERLINE 3 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 0 0 50 PROFILE SCALE JOB NO. 48033 SHEET NO. C9.1 PROPOSED 515 GRADING 515 510 � 510 3.5' MIN � COVER \ \ EXISTING \ � GRADE 505 \ 505 22.5° BEND g" DIP WATERLINE 500 500 H az� U�Qx ���a w w O Q O W Z 495 495 �Q> o� Z � OZZO lY mQ w_OQH_ w 490 Ua �� 490 v o co N •� � N of �d � 520 520 515 515 PROPOSED 510 [47G 510 8" DIP 3.7' WATER INE COVER STORM CROSS NG 505 505 g.y EXISTING GRACE N W Z 500 � 500 SANITARY F � CROSS NG O _ xw > m 495 � � 495 M �D h O O M O O (0 �+Y � � O u'1 O u'1 EXISTING GRADE 520 520 PROPOSED GRADING / 515 515 6" DIP WATERL NE 510 510 � 3" DOMESTIC I.` WATERLINE 505 VER 18 z 505 w STORM z w � CROSSI G m m w GO x H O 500 � 8" DIP '�' 500 w WATE LINE o M a; ;�; � is O Q w v, � n � � W Z � W> N ~ � � m� W � .�-W Z Z w aWQ a aQ a QU 495 � � � H � c~a � � � 495 vv cam viv rom cio oim r � v cc Nv u'i r 0 0 u'� u'� � L 0 0 rn E 0 U 0 \ ii UP / \ B E/ /R K M // / l / // // // // / / // �/ // / / // // // /' Is C2 s76 ti ' (6) PLA OCC — — (5) PLA OCC IIF1-0 \ y�6 �1 8— ��, A - U-) X Tj Lu �4 � co 517`� \ v i (2) PLA O C \ 1 01 - Io — 52 0 i MAX 1 4' x Fri S P OPOSED FOUR \ TORY HOTEL m V 0 SWK PVMT SWK S K 13 O DATE / 513.90' 513.43' 513.90" PVMT SWK 513.4 0711812022 o APPROXIMATE } DRAWN BY 5 LOCAT/ONOF20' RWSA M. RACHNER WATERLINE DESIGNED BY I/ (1) QUE COC \ \ sP3_.oa SPVMT- M. RACHNER •• 0 — (1) (1) QUE PHE S (2) QUE PHE \ CHECKED BY QUE COC C. KOTARSKI 20'ACSA SANITARY • • N SEWER EASEMENT SCALE TO BE CENTERED ON AS BUILT LOCATION ' • 1 "=30' OFSEWERLINE DB.5232 PG 243 • sow 2 (21) ILE RE 1)GINMAG 8"W 8" I \ \ sO9 SOB 1 PVMT UP rn 505.73' I IS rn l m \ SAN (1) QUE COC A �(2) QUE PHE 70, / 0 505.27' °S (2) QUE COC o r (2) BET HER " I / -- J , N ii W 150 a cco Il.- � .l NO � � � I" I \ V / J LL O � I Q Lli P O SED FOUR STORY I ' LL- w a 1 \ STORAGE FACILITY / I I� J coW Q LL (� sR o l i� 0 (n O Q u, y o 96 488 I � 0 to V 6 W - s3 ° O'45"W 499_500 I S N SA wE s4' T 503 i 500 505 50� I �s -- - - 497-- - - - - -,5 = -- - - - - - - - - - 4 498-�1--- -- UP UP - Y 494495 96llp 49 489 ' 492 93 0 �_- - AAR ,*rt,PLTH OFDr�� �'7U1QA2'HAR"U:"BONDi' 9 No.001379 / 312022 ry 9 sC9PE Apt REMOVE EXISTING RETAINING WALL AND TIE INTO BOTTOM OF WALL ELEVATIONS PLANT KEY TREES BOTANICAL NAME BET HER BETULA NIGRA'HERITAGE' GIN MAG GINKGO BILOBA'MAGYAR' PLA OCC PLATANUS OCCIDENTALIS QUE COC QUERCUS COCCINEA QUE PHE QUERCUS PHELLOS SHRUBS BOTANICAL NAME ILE RED JILEXVERTICILLATA'RED SPRITE' M E O U � U N � N C > E v E w w w um Q o 3 p LL - wO `mom ¢Lu Voro Z O rn z — --_- C7 W 1 Z I i ,I.V w — -- ----- §iO=Q N 2:20 _ --------- oa� oO 63 SCALE 1"=30' 708 N0. 48033 0 30' 60' SHEET N0. L 1.0 L BERKMAR DRIVE - - VAR/ABLE WIDTH R/W u 0 Luminaire Schedule A ao G J F III�II.� ff- . 1.8 2.0 2.5 3.3 3.3 5.5 3.7 6.9 3.5 6.1 2.8 4., e. 2.0 2.4 'b" 4 STORY PROPOSED HOTEL 1.5 1.6 10,155 SF/FLOOR 40,620 GSF 1.2 1.2 tea. e 1.0 1.0 e ps 1.4 1.5 `1 .Q ;0:a, ,,;0.•:; .1 &,:;. .1,: ;: .9;:'`9.5;: :1'.7.: 1.T :; 1: .2.1 .9', ,1:.1',7 0.6;:+0.'8'.1.1'. 1.8 2.1 2.0 1.5 0.8 0.9 1.6 2.7 3.1 3.1 3.3 3.3 3.0 3.0 3.0 2.0 1.1 0.6 1.1 1.8 2.0 1.91'.50 ti 2.5 3.3 3.6 2.5 1.1 06 0.7 1.3 2.5 3.5 3.8 4.4 4.6 4.0 3.7 2.9 1.7 0.8 �.6 0.7 1.9 3.2 3.5 2.8 1.9'. + 3.2 5.4 6.5 42 1.5 0. .8 1.3 2.5 3.7 4.2 5.1 5.7 4.3 4.0 3. 1.6 @ 7 r1.0 2.8 ` .7 6.0 3.8 2.2,:: . ;:.;1IIF '.0.;6. 'fI1.t7[ 6 79 4.43.5 6.6 5.4.6. �. { I 3.3 5.8 .y 4.6 1.6 0. 1.3 .6 .9 4.7 5.3 1.7 .7 1.T 3�y +7.0 4.0 2.8 4.0 45 3.1 1.2 0.7 0.8 1.3 2.5 3.6 4.0 4.7 4.9 4.1 3.8 2.9 1.610.9 0.7 0.9 2.2 ��4.1 4.4 3.2 i .fi. 2.6 2.6 1.9 0.9 1.6 2.7 3.5 3.5 3.8 3.9 3.5 3.4 3.1 1.9 1.0 .6 0.7 1.4 2.2 2.4 2.2 »: 1.9 2.2 `.8::' .7 .9.:'. ••' .6'i •'`z2 '7'.'72s.;'. .'`2 {.4 : .q':'z.3: 2:6 2.1 :•'1.2� `0' .•rp 4. 1.6 1.6 ..7. 2.2 2.6 :2. �;:. ., t.4''. .4.':1�:7. ': '1'.I ��'a �' :�2:'. .�2,'..L� �':1'.�'. �1.2. �.�9'' 1.2 114:''O.Q '`0' 9 3.5 5.3 :`.9' .1' :2:0': 1,7.' '1:.4' :1.Y `0,8 :'0. B'::`.8'. ': :.$': ':.`0�9;'.1.U. 1. :a.b.'.1. '. '. '1: 0. 0.8 .}., .1 34' 1.9 1.3 +.0 1.0'N 1 +1. 2.5 .0 25 T.7 1.3 �.9 0. 0. +.8 .8 0.7 OR 0 0.9' 1:1 1%:1.2 + +. may' --/ 4.1 6.It3o 6.6 5.1 3.2 2.0 1.5 1.2 1.0 1.3 1.7 2.4 3.9 5.8 r7O6.6 5.5 3.6 2.3 1.7 1.2 0.8 .6 0.8 1.1 1.2 1.1 0.9 0.7 1.0 1.3 1.6 1. 1.5 1.0 0.6 Q .1 2.8 3.4 3.6 3.1 2.5 1.8 1.4 .1 1.0 1.2 1.5 2.0 2.7 3.3 3.5 3.3 2.6 1.9 1.5 1.0 0.7 0.7 1.1 1.5 1.7 1.6 1.4 1.0 0.9 1.4 2.1 2.3 .1 1.7 1.2 1.6 1.8 +.9 'i y •'�% • 1.9 2.4 2.1 1.2 +.0 0.9 I 2.4 3.6 4.8 2.2 1.0 .9 0.9 2.7 4.7 +7.7 '. 3.8 2.1 0.8 o- .2 obi I 2. .1 8.7-7 �? ;4 : ' . ` 5 1.7 0 XX 7 3Ng J 4 STORY SELF STORAGE FACILITY 2.6 +4.2 '6.4,3 2.9 i.s 1 STORY BELOW GRADE, 3 STORIES 91 ABOVE GRADE 2.1 3.0 3.s:3.1'.'..1 2.6 1.5 3 .5 21,924 SF / FLOOR 1.6 2.0 2.1 2:a'. 3.0 '2.6 1.6 87,696 GSF .4 1.2 1.5 1.5 S. : '3.3 3.1 2.4 1 A 9 .4 4.2 0.9 1.0 1.1 4. 3.5 2.5 y0 .2 3.4 0.6 0.7 + 9 .1 2.5 s .8 2.4 0.6 0.8 1.0 .9 7.4 4.0 2.2 .7 1.8 1.5 1.4 {.5 5.6 3.4 1 O 1 1.4 1.2 0.7 `.0 1.4 2.0 2.5 2.9 3.0 2.6 2.1 1.6 1.1 0.7 0.5 0.5 0.8 1.1 1.5 2.0 2.5 2.9 3.0 2.7 2.3 1. 3.5 2.6 0. 0.9 0.9 1 1.2 1.7 2.5 3.9 5.0 5.4 4.2 2.7 1.8 1.3 0.8 0.6 0.6 0.8 1.3 1.8 2.6 4.0 5.1 5.4 4.2 2.2 1.9 0.5 `. .7 1.6 1.6 1. 1.1 1.1 `.8 TO TO APPROXIMATE iOCAT10N OF 20' R WSA WATERLINE SCALE 1 "=30' 0 30' 60' Symbol Qty Label Arrangement Lum. Lumens Lum. Watts LLF Description [MANUFAC] Filename -® 11 A Single Back -Back 24645 186.8 0.720 LAP-2G-188LED-T3M, 20ft Pole UTOPIA LIGHTING LAP-2G-188LED-TYPE+3+Medium.IES �-- 1 1 B-2 25374 189.869 0.720 LAP-2G-188LED-T5S, 20ft Pole Utopia Lighting LAP-2G-188LED-TYPE+5+Short,les Calculation Summary Label Parking Lot CalcType Units Avg Max Min Avg/Min Max/Min Description Illuminance Fc 2.39 8.7 0.5 4.78 17.40 1Oft Grid 1 n Uf JESSICA R. DENKO LiC. No. 57291 10/1 3/22 M E O 0 O U N � N 0 ¢ o > E w v E i- w w 3 LL W 0 O W L M ¢LLB Vo0 J - uj M C7 fu � rvv w 30'xLL � a 7 _ N N Lr; 0 N W M 00 w � H LM Z 0� z W U 1n a Q Z r 0 z > O W U DATE 0711812022 DRAWN BY R. vanNiekerk DESIGNED BY J. DENKO CHECKED BY 1. DENKO SCALE 1,=30' Lu V Da z w Q LL Q J co C� a z 'Lu v , LL r= p _D J `< i 11� LU 120 JOB NO. 48033 SHEET NO. L3.0 L