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HomeMy WebLinkAboutSDP202200052 Plan - Submittal (First) 2022-07-18E 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: 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 Be rkma r Se If 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 ofTransportatin 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 9VAC25-790460): 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 INITIAL SITE PLAN COUNTY OF ALBEMARLE, VIRGINIA 5i. 4 o7/is/Zozz y�e Muh o ouch Rivan,zis River JO@6 Reservoir o i F .yF pc �Q P� PROJECT LOCATION Mural 3° o°°e, 3t °ofQ Agnur Hurt N rruntarykho"I %Ra �e 3 h �d`0oE0. Elonenntary S[M1OOI la c $f "V a' a db 25 O � ANen VICINITY MAP SCALE 1"=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: JESSICA. DEN KO@TIMMONS.COM F° o o° rh y'aa^ 'k 4 �P c <p4'"lay i 6 o- $o 6� n �o e:pe onejO� e n Sheet List Table Sheet Number Sheet Title CO.O COVER C1.0 PROFFERS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C4.0 LAYOUT & UTILITY PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 DETAILED GRADING PLAN C7.0 EASEMENT PLAN C8.0 STORM PROFILES C9.0 UTILITY PROFILES C9.1 UTILTY PROFILES C10.0 SIGHT DISTANCE PROFILE L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 LIGHTING PLAN L4.0 LIGHTING DETAILS TOTAL SHEETS = 19 A66HIQl8Cossmy Hydrant Flow Date of Report Ser%AceAuth4rity 6/3/2022 ]M'""96co"Pl,ng �� Test Report lap Sppelap lLye Wlta[yN[. VA T1911 1[]r9]r Ac.,l Location MALLOY 29 N Pressure Zone URBAN RING Date and Time of Test 6/2/2022 8:54:00 AM Minutes of Flow Pipe Size (Inches) 12 Pressure Hydrant 10383 Static Pressure (psi) 128.2 Residual Pressure (psi) 114.1 ❑ Q20 Looped 110.20 Multiple Inllne Hydrants ®Q20 Single Flow ❑ Sprinkler Test Single Flow Flow Hydrant #1 12455 Prat Pressure #1(pel) 94 Yellow 1 ® Test Flow 1 1585 Flow Hydrant #2 Pltot Pressure 92 (psi) Yellow 2 ❑ Tort Flow 2 0 Flow Hydrant #3 111 Pressure #3 (psi) Yellow 3 ❑ Test Floor 3 0 Total Estimated Flow (gpm) 1585 AWWA Q20 Calculation(gpm) 4763 (No xlue In d30huJIM1e1 lnauf leieat pressure dropfvr WO ORA role RNIANSrteW Comments Hydrants opened all the way; FprmrMrtloretltaYllrypRetOwwlth r rM PoIYN tldhur: rprq 13,MIYr lad W W rrtleY 1�JObernrl MrnPmmt rnd apmtbre AWWA Poryrlkw PolrN tllRmya boIMMlNnrtlwprlrmm�Ylr9latbn M W PolaNawx pPortpwvuvpup Y 19fd. Estimated Consumption (gal) 3170 For use for water audit Signature of Tester: fl3061 ry � � 1306 Pe� �p'f$ Test Hydrant N 2 7326, 10383 294 p 3)5 3]5 a i 0 /° xa... p.na. M.Ivenp / �a1mNl"d. RrveM OwraM ,:,.IneGIkE.AC]A ACSA Wales 3em'e ALSAFIre LIre ceAwater Maln ne hip bJ.lpespip v4A Wa rMaln Illltr T"[ e w �`\' Fla" Hytlrant • aa.. vra e, ' i29/ Sl6 -­1.. nne.. il, 2r1a ca �1245� pY4 yft'J 0011 io- wrm 11 - n do /�i 9 dot a A l aau 06d u 5 aM1p v O6 6 a 1p �m ew9 'ubM W E - _ _ - ammry a�ez�iu,..na3YnlYaa'M y i 0 W No Wo r6p h g.. �. so Fee olw . Albemarle Counl)t Service Auth6r)ty Fy/ I JESSICA R. DENKO Uc. No. 57291 6 _7/18/22,< H Q DATE 0711812022 DRAWN BY Y. TAO DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE N/A w Oa LL �/w U J CL' J m LU wQ0 �" U o U Mw W JOB NO. 48033 SHEET NO. C0.0 �a �o 2(D 2z wo o � c F m E o o c dw w d 0 O C O 3 to Z N O a"i a H o) o) O Q 0 O .3 n Y N @ =N 0.0 £ 2 0 = �2 O E p C o m �Z �a o 2 N 0 N a 2 C 2 w an0 N 0 C p N ac, �E 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: /�/�/�/� ,' /�/�//� ° ° ° ��� `/�"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 www Ez LL L° rc 0 0. 0 c � 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 STORM DROP INLET GRATE = 513.6_ -1TWRCP lO = 509.2' r SAWCUT EXISTING PP PLREMOVE PORTION / a / OF GUTTER/CURB / STORM DROP INLET GRATE = 507.95' 15" RCP lO = 502.0' ALBEMARLE COUN MANAGED STEEP SL E OVERLAY DISTRICT 6 21 N Z BERKMAR DRIVE VARIABLE ,WIDTH R, ILL & OVERLAY I II TMP 45-112G N/F/HG LAND, LLC. DB: 4687 PG:15 DB: 3463 PG:483 (PLA7) 20'PUBLIC DRAINAGE �O EASEMENT DB:4825 PGA47 I I I APPROX 30' I ELECTRIC EASEMENT- DB:1538 PG:732 20' PUBLIC DRAINAGE EASEMENT 5.4825 PG:147 20'ACSA SANITARY SEWER EASEMENT TO BE CENTERED ON AS BUILT LOCATION OF SEWER LINE DB:5232 PG:243 20' SE 3:1981 15, i wil STORM DROP INLET GRATE = 517.20' 15* RCP I0=513.27' T 's>o REMOVE EXISTING STORM PIPE / / / 0 /0: 508.0 (8" PVC) ALBEMARLE COUNTY I YH ARV MANAGED STEEP i \ 30" OAK WMH SLOPES OVERLAY / N n c) DISTRICT 15 4- O ti NO I PORTION OF \ A \ CEMETERY DB: 255 2 / PG:555 (SEE NOTE #7) m / 522� � I \ / \ `�® �H 520 / APPROX. LOCATION OF TOP. 526.55 \ 50X50' CEMETERY DB: 251 //. ( 507.6 8" PVC) _ PG:505 DB: 243 PG: 381 \ (SEE NOTE #6) /0: 507.25 (8VC L 518 W WV516 I 1 qp ox�i I R S. \ N 12" P LAR LAR/ � 66mr1 / 2"' / �V / I z TOP:482.75 Vatl / d lO: 7 O i 11: 478.40 10, 478.33 L z- ? /IF N S33°2045' 314 G 4 LINE / -RA - - - - - -� 480 I G i -= ` �P UP 20'ACSA SANITARY SEWER EASEMENT TO BE CENTERED ON AS UP K - - - - - / _ �1'? / - ® BUILT LOCATION OF SEWER LINE SSMH � - - --486 G APPROXIMATE DB: 5464 PG:559 TOP.' S09.9 C - - - - - - - �� �� LOCATION OF EXISTING SANITARY ll: 500.1 (8" PVC) - - - CURB LINE -, �' O SEWER LINE /0: 499.95 (8" PVC) . , RD RD RD vp s ♦ RD � � L♦ L TMP 45-112C NIF KEGLERS OF CHARLOTTESVILLE BOWLING ALLEY DB:996 PG:198 MATCHLINE MATCHLINE iI /I � • I I -506- I I y,20 ll I� A \� = �S \ 4F \ � - 504 - � �1 IS - - 502 \, IL F ti I I 500 I / v d I yti m' 49L 8"DIP -SANITARY F SEWER LINE I / 496 - _ -I,-y REMOVE EXISTING PAVED ASPHALT 494 EXISTING 12"CAST IRON RASA WATERLINE 20'ACSA SANITARY SEWER EASEMENT TO BE CENTERED ON AS BUILT LOCATION OF SEWER LINE DB:5232 PG:243 �V; ,., TOP: I 505.05 +.q ,�1��►pd♦ 4L,pY - P 6� 14+qt ' IND HOLE pAgA�al UNDERGROUND ELECTFIC LIVE � N V� m TMP 45-112B N/F B PROPERTIES, LLC. DB: 1723 PG:690 c�/ DB: 4857 PG:576 (PLAT) ti I APPROX 15' WATERLINE 3EMENT DB: 460 PG:638 SSMH TOP.' 513.3 A' 502.75 (8" PVC) 10: 502.55 (8" PVC) y SCALE 1"=30' 0 30' 60' / LEGEND: /I / / ® REMOVE HARDSCAPE & / GRAVEL / ��. REMOVE CONCRETE ®CLEAR AND GRUB WOODED AREA ® REMOVE ASPHALT MILL & OVERLAY PIPE REMOVE TREE SAWCUT I - - ROAD l� 1492 - TMP 45-112D I N/F SCHEWEL-CHARLOTTESV/LLE 490 DB: 1089 PG:334 I DB: 643 PG: 480 I DB: 407 PG: 65 - 466 _ / 486 I I - I AA - TMP 45-112B 1 N/F MALLOY PROPERT/E/S 111 LLC DB: 4863 PG:471 F / I / TC o I lA1A �J/ l I -- I � i �468 a 467 1' H OP �7P 0 JES !ESICA R. DENKO ' � Lic. No. 57291 a %t:dp_ 1/18/224` j M E 0 N'' N 'A > E a E w W � Q LL o K W L M Q_j uco Z w_j-Lr; O om am, N V a (7 W 3: o ' X QLL V w K K ❑ 7 a j V Z C a N M w ly v W J mH of m 0 x L9 73 H w w � a Z 0 Ix Z) 0 SSMH - -/- f 464.8' _ ./T66 SSMH - - _ 0 - 462 US RpUTE 2 9 0 NOTES: z 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 51003CO2801), EFFECTIVE DATE FEBRUARY 4, 2005 AND FEMA MAP NO 51003CO2781), 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. 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'x5O' CEMETERY WAS NOT CONVEYED BY A DEED RECORDED IN DB:255 PG:555. LOCATION OF THIS PORTION IS APPROXIMATE DUE TO AMBIGUOUS NATURE OF SAID PLAT. 9. PROPERTIES ARE LOCATED IN THE AIRPORT IMPACT AREA PER ALBEMARLE COUNTY GIS. 10. UNDERGROUND UTILITIES ARE SHOWN AS PER MISS UTILITY OF VIRGINIA TICKET NO. A109902032-OOA. 11. PARCELS ARE SUBJECT TO THE CRITICAL SLOPE OVERLAY. DATE 0711812022 DRAWN BY Y. TA DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE 1 "=30' J Z ��W `/ 0 J oQ 0 �> 2 LLJ Q LLl L.L z o6 Jmcl) W LLJ a Z V) LL 0 0 ck. Z Q= 0 Z i 0 � �....�U W Z U) X L1 JOB NO. 48033 SHEET NO. C2.0 0 0 3 a 0 o 0 n0 �N 00 a2 6 c mw E 0 c � m L D 0 o Z 0 m 0 X d L a v2 2 y 00 �2 �N M= 18 E B6 06 M '0 a 0 m = m o m � 2 �N �o = U N s. E _ E L UP / / )� 1♦ MATCHLINE 1 �� uo/ns ` STORMDROPINLET BERKMAR DRIVE GRATE=513..27' cy95' RCP 10 = 593.27'YVARIABLE W/DTH R/Wi S2o, I KO/I 91/ 1 MILL &OVERLAY 20'T ISTING RS V\��YV' P BN TW / ///1 ASPHALT� nn rram�" PVC " 506 - SIDEWAL P.) PRO 'CINt } CEMETERY N } GAS ZONE 52.0� -a J IF�tTt — _R25' s�51 �- A\ 1 I\ 0% u CG-12ys \ R15,� a o / \ EASEMENT J / \ 504 - - \ w v \-BBi#36PG:555-_ 20'ELECTRIC R25 Q, 10' B ILDING�sr \ i IS x •� PRO OSED EASEMENT �— 0° �E�N 3ETBA'K LINE r R/W TO BE\ 9 ° .VW. v 3 STORM DROP INLET PROPS LIN \ D-7-- PG:! / �l / 4b' \ PROP `B DEDICATED RE SE VICE yH-5 o ¢ GRATE = 507.95' 10' B IL IN \ w \ 6 WWI ` LINE LINE ALBEMARLE COUNTY ARV 15" RCP /0 = 502.0' SETBA L E \ s�v \ / / 6' ds1 O wMH � z / CONNECT TO ¢ N SLOPES OVERLAY C \ nn _ EXISTING O 5' SIDEWAL �524 ~ - - - - R30' GRAVEL ROAD > o ^ a ALBEMARLE COUN 1 \ \ / / 5 / `'O ORTION OF A - - / 02 \ ` z W m � MANAGED STEEP SLPE \ 1 12' i ..: , , 255 m / V OVERLAY DISTRICT / X TE #7) / �i J In ¢ W „. F \ \ \s'2\ ' ' y�0 / I 1.5" METE I �OP ED Q 0 ` 1 CLEANOU TYP.) ULT FIRE LINE A ` I ING v I Lf ^ V v LD ZO 3" DOMESTIC ALL ti� 00 ANIT Y S WER 1 ti I I z I \ Z TERA (TY�) \ LNE 5 / > Lu hp0 / \ \ 1 4 STORY PROPOSED HOTEL APPROX. LOCATION OF TOf53526 5 I o a 1 / \ \ 0 10,841 SF/FLOOR / J \ \ �/ �� 61' SOX50' CEME243 P D8: 251 //. 507.6 ( ?_ T WATERLINE 3 � 43,364 GSF PG:505 DB: 243 PG: 381 � (SEE NOTE #6) 10. 507.25 (" VCC� 1. W 498 60 / h0 ADA`PARKING 18 8'DIP / `- \ 61` / / \ SIG�,/TyP.) / WV SANITARY FHA \ CG-5?(TIP4K J .,• SEWER LINE I /(n DUMPSTER / 496 - _ BERKh 11' TYP. y y PAD \ :. _ ' �o STI3�FOR FFt/E C9 \3 DEVEJ PMENT 6„ X „ • . 4 w - - J / d. ,/ I EXISTING 12"CAST l ~ 13.5 z •• •: o. •• •' : •' •''•: . —'.' • J / RON RWSA / Ow / T _ w — 8 :(TYP ).: / ::WATERLINE \ 492 - - 25' Lu �o WATERLINE 2 11 25° x ¢ moo, r za r 3 BEND TMP 45-112D a TMP 45-112G 6" DIPIATER INS-. 6'W 6"W p N/F/ HG LAND, LLC. — 498 — — y , •, : , ; . 20'ACSA SANITARY N/F SCHEWEL-CHARLOTTESV/LLE 490 _ SEWER EASEMENT TO DB: 1089 PG: 334 > DATE D8: 4687 P :1 I 90° BE CENTERED ON AS / 68 G 5 � 5' BUILT LOCATION OF0711812022 \ BEN¢ DB: 643 PG: 480 _ I o DB: 4 P :4 PLA EWER LINE DB: 2 2 3 63 G 83 s 5 3 —4 _ ( � 8 r 10 PG:243 D8: 407 PG: 65 /- - } DRAWN BY `� I 9' (TYP.) 18' (TYP.) / \ ERL 2 / CONNECT \ 1 TO EXISTING / Y. TA _ 486 - • �' .q �\ FHA \ 24' � O WATERLINE • SO / • DESIGNED BY ADA PARKING D d R5' 12" X 6" TS&V 20'PUBLIC DRAINAGE EASEMENT SIGN (TYP.) J. DENKO I D8:4825 PG:147 PROPOSED u 5' ',:•�, •i>3 �.4 .••'•,•.•:\ •: •: / / °.:•••:.'•'••'.••.'. :. •:;:•: •; :•..•:•;:::.''••:•••:..:•:.'.:••••':.;.•.•'•'••:•••:•••'•:•••••:•. :•;•:.: A CHECKED BY PROPER LINE — SIDEWALK " ' I :. • b ''• t ; • TMP 45-11281 :. 5 SSMH / N/F MALLOY PROPERT/E/S 111 LLC I I J. DENKO S TOP: 512.E • 2 S D8: 4 P :471 ll: 505.30 8"PVC A 863 G o r R3' • SCAL E • �'••''�'' •�:'::�:�.••'•'•::••.•• ��:�•'•�'••:••.: :.•'..•• �''••'•�'••'•'•••:•••:'.•:':.�:•:••••:•:�.••'••::�.::•::..� l 10:505.05 8"PVC l `' 45-11 / ( } I \ CONNECT TO ��=30� m R AN SA R3' BERKMAR HOLDING LLC % I I G I EXISTING 26' —2• 90— a QUF /- PAVED ROAD LIFT GAT 5 BEND / A8 / • • OPERATOR \ • (TYP.) PRO OSED / R1 PD j.. •R . .. PRO ERTY INE I y F / 9.5' SIDEWALK CG-12 (TYP.) \ 7'5 FIRE LINE A / HAND I / l-t5'yV1ETER R10 (TYP.� .: / / HOLE \ VAULT498 / / I l UNDERGROUND _J'/ I ELECTRICLINE �C (n I 3" DOMESTIC LIf�E / / I 25' / O Z EA D FDC I l APPROX 30' / 4 STORY SELF STORAGE FACILITY ELECTRIC EASEMENT 25' 1 STORY BELOW GRADE, 3 STORIES \ I y IDB:1538PG:732 ABOVE GRADE I I r•9 /I m / 20' PUBLIC DRAINAGE EASEMENT 110' / / / 26,250 SF / FLOOR / V / l TMP 45-112B DB:4825 PG:147 105,000 GSF I N/F 8 PROPERTIES, LLC.4j4, � s" PVC L " / DB: 1723 PG: 690 / L u T V / / / 7 20'ACSA SANITARY SEWER SANITARY / / /- - � / / / z� D8: 4857 PG:576 (PLAT) /QD EASEMENT TO BE CENTERED ON SEWER AS BUILT LOCATION OF SEWER — / / •:/ I 2` , / Z LINE DB:5232 PG:243 Y9 - / 4> z o �49 CLEANOUT / / / / R4.5' / Q J > 88'(TYP.) q / F O > 205' , ^ w 2 SSMH / V / m TOP: 482.75 �6n 6b ��� l APPROX 15' l 4j0 / Q �_ 11:478.40 SANITARY SEWER 9 / / / _ LL � J_ lO: 478.33 LATERAL (TYP.) / ,96� 6 0� v. / I EASEMENT DBWATERLIN: l J co F - PG.638 l468 / -\ rLu ^ Q �467.1' I fib \� V / p ------ -- -------- -- ----y j SSMH % --- 606 9. 16' f----- 244.48' / I- o- - - - - - " S33°20'45"W / / / - _ LINE � I 31 .64' �� �}66 � SSMH � � z / G L Imo- 478--� \ I -- _Rj{ -D - H ---------� -------� /--- - - - - -- - ---- ---- --- IS �PQg9 9 9 r-� OO 0 - _ 4g0 " SI G i UP 20' ACSA SANITARY SEWER UP ,L� G / SSMH 1 Q - _ _ - - - -_ / ` - i 1y ` \ EASEMENT TO BE CENTERED ON AS CP _ -� BUILT LOCATION OF SEWER LINE SSMH /� TOP: 513.3 �/ J 481.3 / / /' LL - 486 - - G p _ , tea' APPROXIMATE D8:5464 PG:559 TOP: 509.9 J, ll.• 502.75 (8"PVC) w LOCATION OF 1/. 500.1 8 PVC O 2 w -v lD: 502.55 (8" PVC} -O EXISTING SANITARY ( } • , ti CURB LINE-��' O SEWER LINE 10:499.95(8"PVC} a co RD RD RD RD ♦ SCALE 1"=30' ��� 5 © �1 - 462 �C 29 0 so' 60' IS RO 2 TMP 45-112C •� •,(� �/ LJ N/F KEGLERS OF LEGEND: CHARLOTTESVILLE C� p � / BOWLING ALLEY DB:996 PG:198 V I nl / CONCRETE SIDEWALK I E / n / / HEAVY DUTY ASPHALT 3 I s 25 - � LIGHT DUTY ASPHALT JOB NO. m \ / HEAVY DUTY CONCRETE 0 48033 MATCHLINE U S,O F B NT PIPE SHEET NO. IF, / MILL & OVERLAY c a c 0 d 0 3 a O o x a� 2N 00 a2 6 c m w E 0 c M m m a0 O rr � Z z„ 22 s� a 0 e a w BJ 0 o t 2 2 m E c 0 m 06 M '0 a 0 m c m o = 2 m N m c c o a8 m o 0 _ E L UP / / )♦ )♦ 5 MATC H LI N E 509 �I `T H pF ` STORM DROP INLET / GRATE=577.27' BERKMAR DRIVE it/ _ 15"RCP 10=573.27' J ? / // ,/,A^-✓ �✓ _ _ 1 VARIABLE WIDTH R/W ail s2o� �� / I JESSICA R. DENKO y Lic. No. 57291 507 1/18/2 G BOR0/1 \ l l TC I FSSIONA��'� SINK \ 519.27' 520.34' SWK SWK / 506- /� I • / s, ,, \� 522.58' �6' SINK 522.24' I / l 110 UND GROU GA I 22"75 520ME I I 0 G �5,18.67 \ SINK' S � -i--� \ \ h J '0 517.5 ' f \ �` j TC \ \ 20' SP 518. ' S21 \ \ i \ \ \ > E / 514. 9' EASEMENT / 519 w S 504 - - - / �� w v E EASEME TC $r ' ; °; , r 0; 3 STORM DROP INLET ,y De: 51 YARD a 3.30 -52 SWK ¢ o 524.52' GRATE = 50795' � 15"RCP lO = 502.0' \ 515 \ WN n - - $0 - uo m O 514 z1 s7 1s -TVT - 0 2 i > r- I - s1a. 52 - - - - I 523.00' A `� 02 ^ w w a 30 X w � \ in 4 z I \ \ 51z \a 3 ` \ / 1 0 / (4 c z2 BL> o m HDPROQF FFE=512.17' 4.8 'N 5 W �DE�CONN TION . y N > m \ 4 STORY PROPOSED HOTEL v v � 6 10,841 SF/FLOOR 99 m v \ \ / 43,364 GSF `9 ' WK w 498_ � 10 5 s \ ��SwK PVMT $vv 51 5 / 4yV S o YARD \ 5ifl 09 512.67 13.17' VMT SWK / /\ V) DRAIN 512.59' 5 33.03' / I 496 - 4 m of 512TC TC r / 50.`- i 00' I �► 1C 2 - k1 F- IN 12"CAST l / RON RWSA / Lu w \ / T TC \ PD`M PVMT - TC WATERLINE 492 492 - _ > $ 5 �.21' 510.3 512.1 \ 09 % \ / 515.24' U Q spa s $12 I Tc TMP 45-112D 6„W 7� 6„W TC 514.71' I ¢ 20'ACSA SANITARY N/F SCHEWEL-CHARLOTTESVILLE 490 �498 T .{I- jI- SEWER EASEMENT TO DB: 1089 PG:334 > DATE l I I 509 2' I I I I \ BE CENTERED ON AS / BUILT LOCATION OF DB: 643 PG: 480 489 � 07/18/2022 TC SEWER LINE DB:5232 / _ _ O - SOS SOS I 08.16, \ \ 0 C 13.8 - - PG:243 DB: 407 PG: 65 DRAWN BY 512.0 ' / • O� a o 487 / Y. TA T � • DESIGNED BY 130 0)S 506.8 \ S09 / / \`r00 TC 20'PUBLICDRAINAGE �O SWK PVMT r 50� 512.78' EASEMEN10 505.51' 05.7T 114 I / .- 485 • J. DENKO DB.4825 PG:147 UP S TC / I 04.24' 45- $Q 484 • CHECKED BY a � TMP 11281 I 482 93' N/F MALLOY PROPERT/E/S l/l LLC •DENKO 04 0 pr 1 b' '.. T1 / I aa2 _ / DB: 4863 PG:471 J. SCALE r TC T 5 .97' / / - \ • • SCALE m \ I I I / PVMT • 1"=30' AN m PVMT A y_ 505.68' 506.38' 512TC 505.27'. / G / 482.32' / 503% 9' TC 44 TC / UP 5 507 0 .58' / 505 FL) / / / TC O VL SWK PVMT SWK O 505.19' / / T HAND 501.94' / \ 1.46' HOLE 506.04' 506.05' 506.05' o co / Y \ _/OFFEFE=40-4Z' �496/moo UNDERGROUND rnd• PROX 15' I \ \ \ 50A o o lai / ELECTRIC LINE TC RIC / / I I If l l G50' / STORY SELF STORAGE FACILITY APPROX 30' � ELECTRIC EASEMEN$00 `�6' / 502 16 ! 1 STORY BELOW GRADE, 3 STORIES ' O T � � \ v I I D8:1538 PG:732 128 / ABOVE GRADE I Lo z � `m 26,250 SF / FLOOR > 20' PUBLIC DRAINAGE EASEMENT / S D8:4825 PG:147 / / / 105,000 GSF / / 500 / Aiy / If ui r I L L 7 20'ACSA SANITARY SEWER / / / / EASEMENT TO BE CENTERED ON \ / ^ v AS BUILT LOCATION OF SEWER ' N LINE D8:5232 PG:243 \ / Q9cn\0- u v rn co 496 488' / / / / O > o SSMH 494 77' \ J btl _ LL ^ J TOP: 482.75 O6 �5tl b / / 4j0 / / / v f Q Z 11: 478.40 1 2 O / APPROX 15' / < Q i WATERLINE _ lO.' 478.33 / / / / g5\1 / OCR / EASEMENT DB: 460 J m 0 a 1 .1 PG:638 468 / 1 w Q � s` --496-- - --- / 467.1' / J// \\ r ^ O z - - - - - - - - 497 498 SSMH �� V' O� _ 499- ,�/ } 1 - - - - - i - 500 501 502.503 504 5 F�1 66/ - c 464.8 - _ _ ckL I-- 478--- \__� - - - - / -- ------ --------------� ---1 --- -- - 5pg -- - --- B �_�J^ Z 50 / S Q _ I P� T / o qg0 G i UP 20'ACSASANITARYSEWER / UP G SSMH 1 Y - - - - - - - - �= / ` - i j �T /j �/ \ ` �-� EASEMENT TO BE CENTERED ON AS � l - - - - - - �gr 3 7 _ _! \ BUILT LOCATION OF SEWER LINE / J TOP: 513.3 0--'-'-486� --` Gd���� Aga, DB:5464PG559 O O /( 1h.502.75(8"PVC) ww A � ° _ /O.- 502.55 (8 PVC) w ' _ RD RD CURB LINE RD ♦ -b� a ♦ RD RD ♦ ♦ ♦ ♦ ♦ ♦® ♦ �y' to �C -462 O�TE 29 Q y u US R C4°r BOWLING ALLEY 2vl \ I �p0 63 \ / _ 512-- \ / SCALE 1"=30' JOB NO. 0 30' 60' 48033 MATCHLINE IF / T��������>• SHEET NO. C5.0 L Y I L5po 130 SwK505.51'VMT5.73' v 1 3 \ / D o � a TC / / TC 503.92' / / T505.84' � �N qN SAN SAN SAN PVMT 505.27' T9' 503.79' / 60m 5 "o 4Q I q q 4 / 'Q_ 4 I I / SWK PVMT-506.05' 506.04' 506.05' 506.05' SWK \ 505.88, TC 505.97' Q \� SWK 513.1 SWK PVMT 513.15' \ S 513.09' 512.67' 513.17' PVMT SWK 7 / a 0-0 PVMT PVMT 512.12' 512.21' \SJ 6, W 6„W 6„W 6„W TW SCALE V=10' 0 10' 20' Fv-inUp`'fti WAR. DENKO Uc, No, 57291 7/18/22,: M E O U O� U N N C Q O >E E W .y W � a o 3 0 LL — W C• iO ,^y U m Z n — n w ny O �. C7Wo� .a. Z H �O�Q U to Ad a 6 w C] 2 Z = U > O iri Ln N v � M w � W J O W Ui 0 O x C7 0 O of 0 W w w F- U Z 0 0 0 DATE 0711812022 DRAWN BY Y. TA DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE 1 "=10' am I 0 LU V 7 w L J LL JmQ Wad up)LL o 0 LU QO = Q z 0� W 0 LU co0 JOB NO. 48033 SHEET NO. C5.1 0 c c L UP / I / BERKMAR DRIVE STORINLET GRATE = 517.20' 95'RCP CP 10 = 593.27'- — — - - VARIABLE WIDTH R/W a� / / s UM 51ZB1 /0: 508.0 (8" PVC) -7 q { UNDERG OUAr5 GAS LINE / EASEMENT DB:1436 PG:555 20' ELECTRIC EASEMENT STORM DROP INLET D8:1434 PG:75 p �� \ GRATE = 50795' ;.:: I...:•.•:..:•.•... WMH 15"RCP/0=502.0' I •:.... •..... .. ...,. / i 1 N c C 1 O �I A z I m ••: ' 4 STORY PROPOSED HOTEL SSM 10,841 SF/FLOOR TOP: 526.5 I t I - 43,364 GSF A 5076 (8' /0: 507.25 (8" VC) W ' . r":-';;:;:;;;':;::;:;:; f, .. ..;..I;'�I: ...... I iw: �. WV / 8"DIP SANITARY \ Ir,;:<i:j:;:: �.'t :i': •• .. SEWER LINE \ LL F'KIVHIL - - I SSMH ACCESS I TOP: 512.6 EASEMENT 505.30 (8" PVC) I /0. 505.05 (8" PVC) m I / SANITARY " • "' ' I EASEMENT I I HAND HOLE l UNDERGROUND PPROX 15' I I ELECTR/CLINE ELECTRIC I EA MENT DB: 1534 PG:500 4 STORY SELF STORAGE FACILITY / ELECTRIC EAs MENT 1 STORY BELOW GRADE, 3 STORIES IDB:1538 PG:732 ABOVE GRADE 20' PUBLIC DRAINAGE EASEMENT 26,250 SF / FLOOR / DB:4825 PG:147 105,000 GSF / T I 7 20'ACSA SANITARY SEWER / EASEMENT TO BE CENTERED ON / AS BUILT LOCATION OF SEWER m LINE DB:5232 PG:243 / Lu o I o sSM I > OP. 510.0 / Y SSMH 150 .85 (8" PVC / TOP: 482.75 01.7 (8"PVC 11: 478.40 APPROX 15' 10: 478.33 WATERLINE / EASEMENT DB: 460 PG:638 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / o I \ 1 `4g0 / SI (i / ' - \ \ ` UP 20' ACSA SANITARY SEWER OP SSMH a,�� ` \ EASEMENT TO BE CENTERED ON AS / 1.3 _ / I TOP:513.3 Q813 7 \ BUILT LOCATION OF SEWER LINE SSMH () _ -�' P — _ — — / — — — — - 466 (; a _ ` APPROXIMATE D8:5464 PG:559 TOP: 509.9 J, ll.• 502.75 (8" PVC) --- ���-------- 4— na' LOCATION OF 1/. 500.1 (8" PVC) (� z 10. 50255 (8" PVC) �� �O EXISTING SANITARY • t RD CURB LINE RD ® Zj' q SEWER LINE /0: 499.95 (8" PVC)RD a �U ♦ RDRp ♦ ♦ ♦ ♦��C O O / 2 BOWLING ALLEY ni E a / 3 s I\ -512• - n E \ / 0 MATCHLINE so IF MATCHLINE / /I I 506 - II 7 JES�SICA R. DENKO y C. No. 57291 �0 7A /22 �FSS/0 �I ^E 0 � N U 4F \ N '/I > E — 504 — �1 (g E w W ai 3 i 'a✓� 0 0 L K W L M J u co z pN �Or r - - -502- \ U) N 4 a �. z 30'X Quj U) J LL a 0 I L j v,s=N z f I / cr>D O I 500, Lri U) l y^ N Lu � M v 49 8`` W J m V) 496 — \ 0 / x U' O — — J 494 — \ J_ _ 486 Y. TA I \ _ • DESIGNED BY / • J. DENKO /ABA/ TMP 45-112B1 • CHECKED BY N/F MALLOY PROPERT/E/S 111 LLC J. DENKO As2 / DB: 4863 PG:471 • • / SCALE I 1 "=30' F / / O l A1A �J/ l ��Lur1 I / — `/ I � / O ; Z F w J J LL F f� J m Z468rW^a W C / 467.1' / %/ \\ V / LL p G SSMH - �- f _ � ~ U)/ / � 464.8' SSMH - Q � Q g — ° W U {r Lu - 462 ROUTE 2 LEGEND ACSA SANITARY SEWER EASEMENT ASCA UTILITY EASEMENT 03 �p0 PUBLIC DRAINAGE EASEMENT ❑ PRIVATE SITE ACCESS EASEMENT SCALE 1 "=30'- 0 30' 60' JOB No. 48033 SHEET NO. C7.0 c a 0 d 0 3 D O o � np N 00 a2 6 c m .- E m m D O Z Z m O2 � a s� L n w c 2 y J h 0 o_ � 2 M h m 0 E 06 M 0a 0 m c m o m = 2 MN �o C 0 s. E h d t � E L a a C 0 a N O p u?(po O N (0 W W Z Qa— o H-O> 520 2 M N Mca 2 `4 n 0) N Ov _ r0 O F �O U') M F N p �'.� � L CD2 0) .. OCD °00 � 0) N O v V°0 V _ M OO°0 00 0 ^ IN O m0} (0 (pON O 0a0i M mNM In M�Oqt W O 0) 0(0 r`0U) O MO)� LO �+1�F 00� H �OMU) M a 0 0) InO U') 7 m � z Z O C? U') O }� 0� � u7 � u7 � �aa» Z O 2 N p' V 0 g�u�z_z_p MFO»> a O�azzO Z) � Q(L IN Z aa» > �oFz Z Z o6 > ��OZ U)�Z Z Z �oFz 520 1O O o 515 L `� 515 Cr 00�p(`71� 7U) N 0 r (J MpNO� 00 7 zc0 �:, WATER I oU)Oz CROSSING / 510 z PROPOSED 510 GRADE- 505 F 505 NN 500 500 107 / 127.97' OF 2W' H PE 7 495 113 F SL-1 495 Q DPE N 2Q6Q°lo 103 95.65' OF 24" HDPE 490 @ 1.00% 490 / �DQ� SWR 6S L@yAp°I° C ROSSING / 485 101 _ 485 14.97' O 24" HDPE EXISTING @ 14.36% GRADE 480 480 W O M O O N 7 M h ONi OOj O b eP�• O O O � h h h 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 ^ f0 m o 'A 2 _^0 �_ r- ~ Cj .�,.. 1 ~ N (0Lq O� 0 W O 000 n W In 00 Q M}OH �N M+7� MO°D °0 a H M}(O� 0 H 't Z_ Z) C]�'n0 ❑p�z z O MHO» NHO> > > �U)P z z �(nF z �FQ> 515 0 � z z z 515 510 510 505 505 / EXISTING GRADE / 500 PROPOSED 500 GRADE- 495 / 495 / / 4.8' l po 490 490 111: 25 .83' OF 15" HDPE @ 0.50% / 485 485 480 480 u u) 00o o 0 0 C vOi V ai V a°pi R U) U) h I•2M N M L " H � M O O coQ°0j m 0 (M °D O M } C D It � H - o�U')zZ0 oaa» > M�OZZZ 520 114: DI-3C 12 It Throat STA 13+26.39 TOP 506.66 INV OUT 501.18 (129) 520 515 515 PROPOSED GRADE 510 510 505 505 EXISTING GRADE 500 500 2 129 31.01' OF 15" HDPE SSWR @ 1.00% 495 CROSSING 495 490 490 485 485 L8 EX.100 STA 10+00.00 TOP 507.95 INV IN 502.00 (E101) 520 0 CR v 00 a EX. 102 o � � STA 10+42.80 O TOP 513.97 NIFaO> INVOUT509.22(E101) ,F? O 520 515 515 510 I 10 505 °\° 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`6 _ 6 _ 0 O CD 116: 18" Basin - Circular Grate 6 V r °°po ;1:STA 14+64.93 U N Iqcog0rnm �� (Dm6m In TOP512.63 9m oo6 Ul) In It F m'MMoo'r) INV IN507.07(117) m�(Ooo�' xNpaa� �zz (7+0U)U') v� o INV IN 121 ( ) +,U')U') 00It o o F 0 >> >O 66Q a» O INV OUT 506.97 (115) a a» �oFzzz p(~/Jozzz 0zzz 515 520 520 525 510 510 505 TPROPOSED GRADE 505 106: DI-1 500 500 TOP 500.73 INV OUT 496.11 (105) 495 495 0 15 y \N 1B Q 60°IO @ 490 490 485 485 0) O U) PRO DOSED G E 515 515 WATER EXISTING CROSSING GRADE / 510 510 11g 120: 24" Basin - Circul r Grate 117 3270' F STA 1 +05.03 1, 76' OF H 8 E TOP 12.95 505 3 DPE 00/6 INV OJT 508.70 (119) 505 118 12" Basin - Circular Grate 500 STA 15+01.68 500 115 INV IN 508.05 (119) 37.64' OF INV OUT 507.95 (117) 8" HDPE @ 11.42% SANITARY 495 CROSS NG 495 490 490 to rn rn OM O(0 rrn U) 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) 525 520 520 515 515 510 510 PROPOSED GRADE 1L10F 100 E 38 505 NpP °I° 505 500 500 495 495 v Ln MO (f; N U] 0 50 PROFILE SCALE H le !/ R. DENKO � JESSICA Lic. No. 57291 a M E 0 RID U N C ¢ E > E E W ¢ LL O ¢<j UEO W J—N 5! N am,W v z_ r n X 30 ¢ c. N LL oQ � Vv LD FE a' C � a, O N M v W J mH Z O x f H z O a cJ U) Lu z O U) w w a 0 DATE 0711812022 DRAWN BY Y. TA DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE 1 "=50' LU V O > w J_ —i Q Jm� Q a' (rw/J� `+ LL O Lcl/L >- z O O 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 k,j;,pLt H OF `/''c rl 10+00.00 JESSI.DENKO 486.68 rINV 11+g6.68 STA 13+37.17 STA 15+46.58 Lic. No. 57291 IN 481.20 (EX (2)) 496.07 5 TOP505.73 7TOP 12V IN 481.20 (2) N 490.54 (4) INV IN 498.03 (6) INV OUT 500.00 (6)525 OUT 481.20 (EX 2) OUT 490.54 (2) INV OUT 497.83 (4) 525 �fSSIONAL X $ STA 13+53.00 TOP 510.05 5 INV IN 50 1. 85 (EX 6) E INV OUT 501.70 (EX 4) u N ¢ o STA 10+00.00 F 1 F STA 513.3 78 w v STA 10+00.00 : TOP 486.68 STA 1 ' 4) - TOP 482.751 X f INV IN 481.20 EX 2 TOP 509.90 �X 3 �X %TOP 513.30 0 w N g INV I N 481.20 (2) )) ( ) INV OUT 502.55 (EX 6) 0 50 ~ 2 3 INV IN 478.40 (EX 2) INV IN 500.10 EX 4 ¢ y 515 INV OUT 481.20 (EX 2) INV OUT 499.95 (EX (2)) 515 PROFILE SCALE C M w J-v O H � v a z U 3x ' O n w w Q x vN Z _ {% > ¢ N c N > U MLU LU a� OJ J v ZD 0 x c� 0 w > w w = a z 0 Nq n DATE 0 0711812022 } DRAWN BY Y. TA • DESIGNED BY • J. DENKO • CHECKED BY • J. DENKO SCALE 1 "=50' 00 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 �.. j V Y Ul Z O Q x Uj Of w J a 0Y a �L O v m N W Q N O ^ `y N V / LL / O o J m Z o a 3 �U� a d a 0 U w M M 0 U m L m 3 0 m m `o w� e m M M 0 m o 'o 0 �" ]OB NO. N 0) 48033 N o SHE ET N0. B ^.7. 0 520 520 515 515 WATER 510 CROSSING 510 PROPOSED GRADING / 505 505 � STORM CROSSING 500 2.1' 500 STORM CROSSING 209A1' OF EXISTING � g" PVC GRADE � � 0'94% 495 495 / lJ 490 490 485 485 1��', Q�10°l0 5� 480 480 PROPOSED DOGHOUSE MANHOLE 475 475 o� a� N M v Cl) � ri a cp aj (03i, .; R a R a h SANITARY NETWORK PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 2 8" 3-1 490.54 481.20 5.00% 186.68 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% 209.41 LF 8 inch PVC SANITARY STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 1 486.68 5.79' Cylinder 3 496.07 5.53' Cylinder 5 505.73 7.90' Cylinder 7 515.26 15.26' Cylinder CON RACTOR TO A JUST THE TOP OF SSWR MANH LES ACCORDINGLY 510 510 PROPOSED GRADING � / 505 505 / 4.5' EXISTING / E fT7' OF 500 GRADE 500 � @ 1,90% 495 24.40' OF 495 Qa 6.56% 490 490 9 a58 G / 485 485 480 480 OJG �2 PROPOSED 9� P yy°� DOGHOUSE @6' MANHOLE 475 475 °�p� ONi� O^i Vp� � � � 11.1� O � O � O � W � � � � u� u� in O �n STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 100 488.26 N.A ES-1 for 24 inch Pipe 102 494.00 5.92' DI-3C 8 ft Throat 104 500.33 6.45' MH-1 106 500.73 4.62' DI-1 108 510.39 9.94' DI-3B 6 ft Throat 110 517.39 7.18' MH-1 112 496.10 6.05' DI-3B 6 ft Throat 114 506.66 5.48' DI-3C 12 ft Throat 116 512.63 5.67' 18" Basin -Circular Grate 118 513.62 5.67' 12" Basin -Circular Grate 120 512.95 4.25' 24" Basin -Circular Grate 122 512.71 4.21' 12" Basin -Circular Grate 124 513.98 6.13' DI-3B 6 ft Throat 126 510.28 12.64' DI-3A 128 498.66 5.84' DI-3B 8 ft Throat 130 506.30 7.80' DI-3B 4 ft Throat STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION EX101 15" 124 - 507.85 502.12 16.92% 33.83 LF 15" PVC 101 24" 102 - 100 488.24 486.09 14.36% 14.97 LF 24" HDPE 103 24" 104 - 128 493.88 492.92 1.00% 95.65 LF 24" HDPE 105 18" 106 - 104 496.11 495.09 4.60% 22.15 LF 18" HDPE 107 24" 108 - 130 500.46 498.60 1.45% 127.97 LF 24" HDPE 109 24" 110 - 108 510.21 500.56 8.77% 110.03 LF 24" HDPE 111 15" 112 - 102 490.05 488.75 0.50% 258.83 LF 15" HDPE 113 24" 130 - 104 498.50 493.98 3.64% 124.08 LF 24" HDPE 115 8" 116 - 108 506.97 502.67 11.42% 37.64 LF 8" HDPE 117 8" 118 - 116 507.95 507.07 2.39% 36.75 LF 8" HDPE 119 8" 120 - 118 508.70 508.05 2.00% 32.70 LF 8" HDPE 121 8" 122 - 116 508.51 507.07 4.63% 31.00 LF 8" HDPE 125 15" 126 - 112 497.64 490.15 12.29% 60.90 LF 15" HDPE 127 24" 128 - 102 492.82 488.34 5.44% 82.38 LF 24" HDPE 129 15" 114 - 130 501.18 500.87 1.00% 31.01 LF 15" HDPE L �T H OF `��c � JESSICA R• DENKO No. 57291 o�FSSlO N Al M E O O U 520 520 525 525 >E w vy LL o 3 wa Om�. d' W t M aJ Voo Z J — O "y d N N N d C7 W x U J Q w o¢ �� =UQ� O r n N W `1 M d� o w H ui x U 0 x F 0 w w W = a Q Z 0 V> DATE ix z LU 0 0711812022 } DRAWN BY Y. TAOto to to 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 0 �..�i V Y m O U) tL J n LL a LL f O LU 8 w LU III Q O o/ / LL p n 0 Q o H co �u 6 d U w 0 M m W m V 9+50 10+00 11+00 11+50 0 WATERLINE 3 PROFILE 3 HORIZ SCALE: 1 "=50' 9 VERT SCALE: 1"=5 "o, 0 0 0 50 wi PROFILE SCALE w E E v m m m 0 m o 'o 1° JOB NO. rn 48033 U N c SHEET N0. E C9.1 PROPOSED 515 GRADING 515 EXISTING GRADE _ _ \ � 510 \ 510 COVER \ 505 11.25° BEND 505 6" DIP \ WATERLINE \ 500 � 500 H az� U�p= ���a w W O W Z 495 495 ow a> wa O�xO H Z Z H wQ 2 wOp� �� XW Z O 490 Ua ion �� 490 rn rn rn N rn o 520 520 515 515 PROP SED GRADING 510 510 6" DIP 3.7' WATER INE COVER STORM CROSS NG 505 505 3.2' N GRACE N Z � 500 � � 500 W � Z Ww wQ �a w� Op F p W � xw 495 <~iJ o 495 M Cp � OM O O 0�7 �D � � O O 520 520 PROPOSED GRADING � / 515 515 EXI TING G E 510 \ � 510 3.5' MIN COVER \ � 505 505 6" DIP STORM WATER INE CROSSING � � z 500 � O � 500 H M � W W H� O Z W lY Z W m m iOZH m Z X Q pU ° pU 495 rn m � rn 495 � �N M c0 om (D �D or O �D oM O � ooNr I� M �h Nv N h � h� h� h N h� h� h� h� 0 0 L 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 \O P 7/ 7/ / 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 ILEX VERTICILLATA'RED SPRITE' M E S O U N N / / > E / v E 520� v 3 w S Q LL 3 0 \ U. wo B E/ /R K M j V oMo N — iri z O F.F. N N r- IS �� / --_------------------------------ C7 W v Z a �, C2 76, - — 520 ---- — 30�x JLu V N — dI � LL (6) PI A OCC _ \ (5) PLA OCC — \ -- - \ aa'� ^ S 5 \ S \ \ 2 U > 0 c in U) • •/ 519 • 52 • \ \ \ \ \ V A \ \ \ _ Lu '-' B/ w cS , cohN as YH �p \ �' 15 _ \ ^ S14\ I \ 5�4PLAOCC / o O 0 51 \ / i a w m 5 / H \tp P�OPOSED FOUR I �o x \ \ \ \ I DRY HOTEL m a o z i O DATE 0711812022 513 \ ` / / S \ DRAWN BY p / -✓ / DESIGNED BY I \ — • M. RACHNER Oc S 8 (1) QUE PHE (1) QUE COC / / CHECKED BY spp S, (3) QUE PHE / 6"W 7 6"W J \ • C. KOTARSKI / _498 — I 6 \ ' • • S SCALE • 1 "=30' sow (21) ILE RED 6 \ (51 • (1) GIN MAG 507 \ \ 7p o • cn sp9 / SpB Up - \ • / CL / -,o �� _ • m \ AN (1) QUE COC SA �— - _ \ (1) QUE PHE _ (2) QUE COC cn / — — (2) B2T HER I pS �� 507 C) y06 / w co 8 you � \ _ / Q < z \ O 0 / m ti J \ Soo Q a \ P OK�SED FOUR STORY � m Lu STORAGE FACILITY / L / / Q w Q U LL O U) 1(7 Z cr)., _� A9 / ,.', / • // / u J 488 ) - � 6 V OcO � q � �6q � ILu 1 41 -- ---- ---496--49T-- --- ---- — s I — — — — 498 499_ / \IF N-S33°20'45"W 500 501 // LINE 313.64' T — — — — 502.503 05ja s / I 07 iS \ — — / 1 504 5 -----� — — -- — -- u up UP / I 63 I SCALE V=30' I 708 NO. 48033 0 30' 60' SHEET N0. L 1.0 L NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED INSTALL SHRUBS SO THAT TF'� TOP OF THE ROOTBALL IS P THE SAME GRADE A ORIGINALLY GROWN OR 1- ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP 1/3 OF BAI BACKFILL PLANTING PIT WIl NATIVE SOIL. INCORPORAI SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT =W 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. ROOT BALL • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND 12 GAUGE GALVANIZED WIRE INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY 3-2"x2" HARDWOOD STAKES STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH GALVANIZED WIRE GUY PROPOSAL FOR USE OF EQUIVALENT MATERIAL. 12 GAUGE. ALLOW FOR A • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS SLIGHT AMOUNT OF MOVEMENT AND CONTRACT SPECIFICATIONS 8' 2"x2" HARDWOOD STAKE, CONSTRUCTION/INSTALLATION 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS 18" OUT FROM TRUNK AND AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY OUTSIDE OF ROOTBALL CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" 2-3" MULCH LAYER TO EDGE OF DRIPLINE. • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND KEEP 4-6" AWAY FROM TRUNKFLARE CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING SET ROOTBALL FLUSH TO GRADE OR 1-2" THE DESIGNATION OF BOTANICAL AND COMMON NAME. HIGHER IN SLOWLY DRAINING SOILS. DO • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING NOT COVER THE TOP OF THE ROOTBALL AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT WITH SOIL. ROOTFLARE SHALL BE VISIBLE INTERFERE WITH SIGHT DISTANCES. ABOVE FINISHED GRADE • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE 6" SAUCER BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE INSPECTIONS/GUARANTEE GRANULAR FERTILIZER 1"COMPOST LAYER • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL PLACE ROOTBALL ON VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD UNEXCAVATED OR TAMPED SOIL PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY BET HER 2 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 2.5" CAL. B&B 464SF GIN MAG 1 GINKGO BILOBA'MAGYAR' MAGYAR MAIDENHAIR TREE 2.5" CAL. B&B 104SF PLA OCC 13 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B 1362SF QUE COC 5 QUERCUS COCCINEA SCARLET OAK 2.5" CAL. B&B 419SF QUE PHE 5 1 QUERCUS PHELLOS I WILLOW OAK 2.5" CAL. B&B 419SF TOTAL = 22,928SF SHRUBS QTY I BOTANICAL NAME COMMON NAME I MIN. INSTALLED SIZE ROOT ILE RED 21 1 ILEX VERTICILLATA'RED SPRITE' I RED SPRITE WINTERBERRY 24" HT./SPRD. CONTAINER LANDSCAPING ALONG INTERIOR ROADS OF E.C. per Albemarle County ARB DESIGN GUIDELINES STREETS STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED BERKMAR DRIVE 512 LF 1 LG TREE PER 40 LF 512/40 = 12.8 13 LARGE TREES 13 LARGE TREES LANDSCAPING OF PARKING AREAS " per Albemarle County ARB DESIGN GUIDELINES REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. SHADE TREE PER 10 100 PARKING SPACES 100/10 = 10 10 LARGE SHADE TREE 10 LARGE SHADE TREES PARKING SPACES NOTE: -WHERE POSSIBLE LARGE TREES HAVE BEEN PLACES AT 40' INTERVALS AROUND THE PERIMETER OF PARKING AREAS. INTERIOR PARKING LOT LANDSCAPE AREA per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENTS REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 16,547 BE 16,547 x .05 = 827.35 BE 828 BE 1,905 SF TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 4.42 AC OR 192,535 SF (GROSS 10% COVER 192,535 SF x .1 = 19,253.5 SF 19,254 SF 22,928 SF SITE AREA) NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. E z O a_ U V LU W 0 z O N w W 0 DATE 0711812022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY C. KOTARSKI SCALE N/A /LU `J OQ ' ^ w LL. Q Jm LU a U)UL 0 Q � �U U DC LU m V) JLIJ Q 0 rQ vJ LU F- O LU a U U) 0 Z Q J L JOB NO. 48033 SHEET NO. L2.0 .i� I'1 0 BERKMAR DRIVE VARIABLE WIDTH R, ■ @ZJ RIP 0 I 4AP G o G 1.3 1.0 1.0 �y 4.1 6AP O 6.6 5.1 3.2 2.0 1.5 1.2 1.0 2.1 2.8 3.4 3.6 3.1 2.5 1.8 1.4 .1 1.0 i 1.3 1.3 ' 1.8 2.0 2.5 3.3 3.3 5.5 3.7 6.9 'L1 3.5 6.1 .e 2.8 4.1 2.0 2.4 ' a i.s i.s i.2 is .< 4 STORY PROPOSED HOTEL 10,841 SF/FLOOR 43,364 GSF �• .� 1. .�,..:. '. a" '. ar'• � � ip. i.o 1.0 1.4 1.5 #�q:0'.},.:0. •:•#'a••::1 .1 .9: '.'1.5:•:L7: ,',3fT: •.:8?; :•V19; ;•'••:-r ;•: is 1.8 2.1 2.0 1.5 0.8 0.8 1.6 2.7 3.1 3.1 3�3 3.3 3.0 3.0 3.0 2.0 1.1 2.5 3.3 36 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 3.2 �5.4 5 4.2 #. 1. 2. .7 4.2 `.1 15.7 4. 4. 1. 3.5 6.6 6� '.5:4•'JII1{:4.x• •.0. r' ':•;1• 1•.6:'10.•;.;5,i:•l6L] E11:1: :•'St.;.•.:4':;.�..:.1 3.3 5.8 4.6 r 1.6 : '0:® ' •' 1..9 4. ' ' 1.7' 0. '4.0 '4� `4.0 `4.9 `4.1 2.8 3.1 1.2 0.7 0.8 1.3 2.5 3.6 4:7 3.8 2.9 1.6 0.9 2.6 2.6 1.9 3.4 3.7 1.9 1.0 J #.s 2.2 k'. 7:. :e: .i. '• #.g:. ,'¢:r'. :2 ':: 2. '• `4: 4:; .$•: `2.4 4A '•. ;2.{'•C;1.2 :`Oi .'� 2.2 26 :z • : i : i.a • • :,.4' � ' ;X : i•.x 3.5 5.3 2:0 1:T •:;1.4'•:: 1.i • 2.5 .0��'4��•'•2.5'�•'1'.7� �'1.3' -0:9 1.7 2.4 3.9 5.8 X06.6 5.5 3.6 2.3 1.7 1.2 0.8 1.5 2.0 2.7 3.3 3.5 3.3 '2.6 1.9 1.5 1.0 0.7 MMIM-01111 MMM �W'. . t �*)� 0.6 1.1 1.8 2.0 1.9 •1:5 : ;'• .8:' 0.7 1.9 3.2 3.5 2.8 1.8:;:'q:9.; 1. `2.8 `.7 6.0 3.8 •3',6 7.9 4.4 '.i •' 3.Yy 7.0 4.0 0.9 2.2 4.1 4.4 3.2 0.7 1.4 2.2 2.4 2.2 .'d '•:•i ji.s 1.6 1.2 1.2 LbO.811.11.2 1.1 0.9 0.7 8 1.0 1.3 1.6 1.6 1.5 1.0 1.7 1.6 1.4 1.0 0.9 1.4 2.1 2.3 2.1 1.7 1.2 .9 2.1 1.2 1.0 0.9 I 2.4 3.6 2.2 1.0 0.9 0.9 2.7 4.7 7 i 3.8 2.1 0.8 I �� .(4 ,,,•` 1.2 1.3 - J 2.8 5.1 ` 5 1.7 0 1.7 1.7 4 STORY SELF STORAGE FACILITY 2.6 `4.2 :4.6 • . 2.9 1.6 1 STORY BELOW GRADE, 3 STORIES O , ,. 2.9 2.4 ABOVE GRADE 2.1 3.0 :, :3.Y,1. 3.1 2.6 1.5 5.3 3.5 26,250 SF / FLOOR 1.6 2.0 : • 2s:' 3.0 2.6 #.6 105,000 GSF `:8,•: •3.8'' 7.4 4.2 1.2 1.5 1 3.1 2.4 1 A 9 7.4 4.2 0.9 1.0 1 : •4.6 3.5 2.5 y'po 5.2 3.4 0.6 0.71' ` .1 2.5 sz b 2.8 2.4 0.6 0.8 A 9 7.4 4.0 2.2 1.7 1.8 1.5 1.4 y 0 5.6 3.4 1 1.2 1.4 1.2 0.7 1.0 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 3.5 2.6 ` .8 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. 2.2 1.9 . 1.6 1.6 1.3 '9 1L1 1.1 0 TO VO 0.8 SCALE 1 "=30' 0 30' 60' Luminaire Schedule Symbol Qty Label Arrangement Lum. Lumens Lum. Watts LLF Description [MANUFAC] Filename 11 A Single 24645 186.8 0.720 LAP-2G-188LED-T3M, 20ft Pole UTOPIA LIGHTING LAP-2G-188LED-TYPE+3+Medium.IES 1 B-2 Back -Back 25374 189.869 0.720 LAP-2G-188LED-T5S, 20ft Pole Utopia Lighting LAP-2G-188LED-TYPE+5+Short.ies Calculation Summary Label CalcType Units Avg Max Min Avg/Min MaxlMin Description Parking Lot Illuminance Fc 2.39 8.7 0.5 4.78 17.40 1Oft Grid 1 H O� KO � JESSICA R. DEN Lic. No. 57291 a %t:6p_ 1/18/224j M E 0 N U N C ¢ E > E W ¢� j U CD W J-N M W N N v X Vv LD a' FE C In IN O N M W J m � V) 0 0 M L9 2 H w w_ 2 Q Z O C Z) 0 CL O oc Z O a_ 3 U LU W Z O U) W otf Q DATE 0711812022 DRAWN BY Y. TA DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE 1 " = 30' (LLJ •^, V 0a Z (J) LL � J LL Q J m C� a Z rLij v' O } 2 (D Q Z p J LL LU IY] JOB NO. 48033 SHEET NO. L3.0 L LED AREA / PARKING / STREET LIGHT Revised: 3.23.2022 LAP -2 G I Project N Beikmar Hotel and Storage Type: JA FEATURES: ELECTRICAL: • Die-cast aluminium construction body on which UL, FCC certified input voltage range: 101 electrical components. 501601 • Die-cast integral heat sink to provide thermal Power factor >90%, THD <20 % management 72LED: Class 2 LED electronic driver. • 108LED, 141 LED, 188LED: Class 1 electronic driver. MOUNTING: Operating temperature: -40°C to 40°C IT IOW can • PMS: Pole mount am available for 3", 4' and 5' reach +50°C). square pole. Provided with integrated surge protection (6kV line- • PMR: Pole mount amk available for 3'(PMR3),4' line, tOkV line -earth). (PMR4) and 5• (PMR5) de. round pole. Optional integrated 10kV/l0kA surge protection • SF: Adjustable slip filler mount available for pipe available(SP10). installation (1-2111 to 2-3/8"OD) Over Voltage Protect : Hiccup mode. The power • WM: Wall mount plate. supply shall return to normal operation only after the aa�• Mounting arm bolts are 304 stainless steel and zinc- power is tum on again. ® 1® IPBB plated steel. Short Circuit Protect : No damage shall occur when MA: Available for 2.375"(0-0) sized Mast Arm Pole. any output operating in a short circuit condition. The • MA2: Availabel for 1.901 sized Mast Arm Pole. power supply shall be self -recovery when the fault APPLICATION condition is removed. For all applications in site, area, and general LED: Over Temperature Protect : 110°C lighting requiring high uniformity, excellent • Color Temperature: 3000 /400015000K Meets ANSIAEEE C62.41 Category C (outdoors) vertical light distribution, reduced offsite visibility, . Color Rendering Indelc 70+CRL High. reduced on -site glare and effective security light . Nichia LED. Waterproof (IP67) and UL Dry / Damp / Wet Location levels. The LAP luminaire delivers exceptional . Lifetime: over 50,000 hours. outdoor LED driver. performance in a low -profile design. . Optical farts is used to reduce glee. RoHS compliant. • Complies with Part 15 of the FCC Rules (meets 47 CFR 15, Class B). OPTIC: • UV stabilized polycarbonate lens. LISTING: • UL / CUL listed. • Listed to UL 1598 and UL 8750. • DLC listed.' • ARRA compliant. (optional) • Suitable for wet location. • Tested to IESNA LM80 standards. . LM79, LM80. • 5 years limited warranty. • 7 Or 10 years limited warranty. (optional) 4 . IP66 Rating. • Certified to ANSI C136.31-2010, 3.013 Level 2 for Bridge/Overpass Applications. CONFIGURATIONS rypInput Lumen Output TotaIa.. Did C..d EPA Rang EPA Rang weer Ra6ne Weight obsrgg Rating (Imlw) Ik'L$Lrt purLED (aria plurleral0 Mplurleeeeq 72 T2 72W 106.1111 761 m IAA 0.64 0.0.51 B34JO438 23.17 gas/ 10.51 kg T3 123.31m 8977 m 82410G2 T4M 124.5In 9064 m B21)0432 1153 127A Ira 9251 to 83410G2 108 T2 108W 107.81m 123158 Inn 2.1 A 0.7 071 B34a1G3 25.38 has / 11.51 in T3 100.71m 11753 m B34l0433 1`4111 12721m lawkn 83410133 T55 129.E In 139M Inn B4111G3 141 T2 137.9W 123M be 17M Inn 2.111A 3.11A 0.77 OB 0.782 0.914 B34D433 26.7 Me 12.11 kg 27.36Ibs/ 12.41 kg T3 141W 115S1nn 16370 kn B34JO G3 T41111 126.8In 17854 ku B3iq G3 1155 131.9Ira 18831 Inn B4 JO-01 B44l11FA le8 T2 IBM 1123kn 215546n 131.01m 246451m T3 B4410i T4M 121.E In 22WW B300113 T5S 137.2In 25M kn 1351D{7 1 w.vw.ulopiaiigM1tinBlwmn n7LnPmLMifflNGreeowe®xwQ7aladfin apa8h drawoc,dissensions veirsuspoormike.Vastwar be. for MeLatest productinformer., KONA L I G N T I NG For design intent only. LED AREA / PARKING / STREET LIGHT Revised: 3.23.2022 LAP-2 G Pmject N= BeikmarHotel and Storage Type: B-2 FEATURES: ELECTRICAL: • Die-cast aluminium construction body on which UL, FCC certified input voltage range: 101 electrical components. 50/6OHz • Die-cast integral heat sink to provide thermal Power factor >90%, THD <20 % management. 72LED: Class 2 LED electronic driver. • 108LED, 141 LED, 188LED: Class 1 electronic driver. MOUNTING: Operating temperature: -40°C to 40°C (1 IOW can • PMS: Pole mound am available for 3", 4" and 5" reach +50°C). square pole. Provided with integrated surge protection (6kV line- • PMR: Pole mount am available for 3" (PMR3), 4" line, 1OkV line -earth). (PMR4) and 5• (PMR5) did. round pole. Optional integrated 10kV/10kA surge protection • SF. Adjustable slip filter mount available for pipe available installation (1-21/1 to 2-311 Over Voltage Protect : Hiccup mode. The power • WM: Wall mount plate, supply shall return to normal operation only after the ..sLue� • Mounting arm bolts am 304 stainless steel and zinc -power is turn -on again. tee tee plated steel. Short Circuit Protect : No damage shall occur when • MA: Available for 2.375"(O.D) sad Mast Ann Pole. any output operating in a short circuit condition. The • MA2: Availabel for 1.9001 sized Mast Arm Pole. power supply shall be self -recovery when the fault APPLICATION condition is removed. For all applications in site, area, and general LED: Over Temperature Protect : 110°C lighting requiring high uniformity, excellent • Color Temperature: 3000 if4000 / 5000K Meets ANSIAEEE C62.41 Category C (outdoors) vertical light distribution, reduced offsite visibility, . Color Rendering Index: 70+CR1. High. t: reduced on -site glare and effective security light . Nichia LED. Waterproof (IP67) and UL Dry / Damp / Wet Location levels. The LAP luminaire delivers exceptional . Lifetime: Over 50,000 hours. outdoor LED driver. Ru Z performance in a low -profile design. . Optical lens is used to reduce glare. ROHS compliant. Complies with Part 15 of the FCC Rules > (meets 47 CFR 15, Class B). Y OPTIC: r O UV stabilized polycarbonate lens. L LISTING: • UL / CUL listed. v • Listed to UL 1598 and UL 8750. .� • DLC listed.' .�j ARRA compliant. (optional) • Suitable for wet location. C • Tested to IESNA LM80 standards. 0 5 years limited warranty. o • 7 or 10 years limited warranty. (optional) x L • IP66 Rating. - • Certified to ANSI C136.31-2010, 3.OG Level 2 for g' Bridge/Overpass Applications. 0 Z 2 D CONFIGURATIONS y Type Input Lumen Output Total Lumen Dom Currant EPA Ralirg weer Ragrg Weight (flaud ) Rating (Imlw) Output par LED (ads photocell (ad phakwoR J j T2 106.1 Ira 76" fin B34JO433 123.31m 8977 m 8211111 7272W IAA 0.54 0.051 23.17 Me 10.51 kg D TOM 124.5In 9064 he B2i16G2 Y i27AIm 92511m B9-110Q JUM 107.EIra 12358kn B3-lafl63 109.71m 11753m B3-Boi 7cj 108low 2.1 A 0.7 0.71 25.38 gas / 11.51 k9 12721m 13650Im 831101 > 7 129.8 In 139321m B4110G3 65 T2 137.9W 123.0 kn 170481mCle B31DG3 m 0 73 115.S Yn 16370Im B3-116G3 n 141 2.BA Q77 0.782 28.71bs / 12.111g T4M 141W 126.8In 178541of B34A1G3 t 1165 131.9111 18831 Ira 84110G1 N 72 112.3kn 215541of B44,111i ET3 131.9Im _ 24645 Nn B4ilDG4 N lea law 3.BA 09 0.914 27.36Ibs/ 12.41 kg y1 T4M 121.E In 2�82 kn BS-L"3 .n1 T55 137.21n 25M Inn B51DG3 L Q 1 I1IOPMLItlIfING a,®mx®xivlLprPmra KONA - wwx.ubPlatlglingMm.m,M re-we®aw RtibrJNM�rIp MYesi9la. avkGmrumbBeTvael#artpmlllrtinrnm,awn. LI G N T I NG LED AREA / PARKING / STREET LIGHT LAP2 G Polar Candela Dfetributlon (TYPE 3 medium + House Shield) O•rr•®0 � Kati �r� � 40r�rr 4 e 4 r a3 i '. w 4 .y � e ♦ A. ORDERING INFORMATION MODEL LED LAP-2G 72LED 72W (4OLEDs) 108LED 108W (601 141LED 141W(80LEDs) 188LED 188W (120LEDs) xxxLED Customized Wattage! Lumen package e Doennmrd SbeaASide 8'120.0 92.1% Dolmwrerd House Side 701.5 8% Downward Total 8,821.5 1 100% Polar Caudell Distribution (TYPE 3 nWdlum) COLORTEMP. DISTWBUTION -= 3000K 72 Type II -4OK 4000K -SDK 5000K(Sk1.) T41M Type MMeaitm TIPS Type VShort TS Type V Dmwmard Skeet Side 7,304A 62.2% DoLmward House Side 4,448.7 37.9 % DUWMVBW Total 11,753.1 100% E)C4A§' F- LAP-2G.108LED-50K-T3-UNV-DM-BZ-WM VOLTAGE DIMMING FINISH UNV 120-Z771/(SkL) DM D10V BZ Dark Bronze 347 34N Dimming RALg8019(Ski 48D 480V (Bid.) •AvaNableo our t.lmiPAL) Marie t hi us with me RAL oumW 'No-atudem finish min Or. charge. MOUNTING OPTIONS SF Slip Fiber HS House Shield LRD309S-x 0-10V Dimming Control Multilevel higMmv step Will Wall Mount RC NEVA mist -lock receptacle only (no mnkds) dim and Smad dim Occupancy Sensor(`IR emote PMS Square Pole Mount70m RC7 NEMA 7-wire receptacle only (no controls) programmable), (See note 7 to select lens for'x•) ° ° PMR3 3" Round Pole Mount Arm TLPCI 3-Pin Receptacle and Twist Lock Photocell Installed 129V LRD309S-x IP-66 rated integrated 0-10V Smar(DIM or muff -level PMR4 4" Round Pole Mount Arm TLPC2 3-Pin Receptacle and Twist Lock Photocell Installed 277V high/low dim control occupancy sensor(`IR remote PMR5 5" Round Pole Mount Arm TLPC3 3-Pin Receptacle and Twist Lock Photocell Installed 120V-2/7V programmable), (See note 7 to select lens for"x') ° e MA Horizontal Tenon Mount TLPC4 3-Pin Receptacle and Twist Lock Photocell Installed 480V RS-LRD Remote programmer for LRD-509S and LRD31XS (Mounts to 2° IP, 2.375" 0.0) TLPCSC Shorting Cap PSC-BLE-SR McWong 0-10V Bi-level passive infrared (FIR) MA2 Horizontal Tenon Mount IRS Remote handheld configuration tool for FSP-211 occupancy sensor with dim-tooB for Bluitooth Mesh in (Mounts to 1-11T IP, 1.9001 • cri taco", more"i Silvair enabled SP70 Integrated 10kV)10kAsurge protection ARRA Assembled in USAfor BuyAmerican act FSP-211 0-10V Dimming Control Occupancy Sensor' ` BR Bird Guard, Stainless Steel Spikes FSP-L2 Lens @ 8height (up to 44 diameter) 07W Optional Years Limited Warranty' �(L2) (L.3) FSP-L3 Lens @ 20 height (up to 40 diameter) O10W Optional 10 Years Limited Warranty ° (L7) FSRL7 Lens @ 40' height (up to 100 diameter) REM16 Remote 16W Emergency Battery Backup (CEC Compliant EM) in black finish 11 " 316 316 Stainless steel mounting an bolts NOTES: 7. A: Standard cone shape Lens if 15' height (up to 30' coverage) I. Must specify lens. L2, L3, L7) B: Extra wide cone shape Lens @ 10' height (up to 60' coverage) 2. Default settings are Title 24 compliant for all spaces that do not require daylighting. G High bay cone shape Lens @ 30' height (up to 90' coveage) For spaces that do require it, adjustments will be necessary for the Hold Off Setpoint and the Photocell functions. 6. Standard round shape Lens @ 20' height (up to 40' coverage) 3. DesignLights Consortiurnw (DLC) qualified protluct. Not all versions of this product may be DLC qualifietl. R Extra wide items shape Lens @ 20' height (up to 80' coverage) Please check the DLC Qualified Produced List at www desienrahts oralOPL to confirm which versions are qualified. G:Aisle way arch shape Lens @ 40' height (up to 120' coverage) 4. This limited warranty covers electrical parts only and does not apply to labor, equipment lease. H: High bay dome shape Lens @ 50' height (up to 50' coverage) or defect from improper installation ore operation. P B. Ortler'RS-LRD" to adjust sensor setting. 9 5. Standard dimming 0-101 ANSI Photocell and shorting cap others. 9. DLC is not available. fi. Its default setting can be found onn the the IR IR-TEC installation instructions.. 11.. Only available with W811 Mount. mote ReBox is UL1598 recognized, Pi IP67 rates and ambient to temperature up to 55°C. UFONA MOM LICiRING a Me dnawle Jlmlmlls Wnmt Ywt for Me latest 2 w.vw.Mopiahghtingue.mm wewes Mils tough, . L I G N T I NG arm core. our swerves forced homermartion. LED AREA / PARKING / STREET LIGHT LAP2 G Pb1az Candela Distribution (TYPE 3 medium + House Shield) F f! A 2 t M a 4 a ORDERING INFORMATION MODEL LED IAAp RG 72LED 72W(40LEDs) 108LED 108W (61 141LED 141W(80LEDs) 188LED 188W (12OLEDs) xxxLED Customized Wattage/ Lumen package' Dowmlmrd Street Side 8,120.0 92.1% Domawad House Side 701.5 80� Dammad Total A B91.5 1 100% Polar Candela Distribution (TYPE 3 mudlum) Downward Skeet Side 11 7,304.4 62.2% Downward House Side 4,448.7 Downward Total 11,753.1 37.9% 100% E)C4AW E- LAP-2G 108LED-50K-T3-UNV-DM-BZ-WM COLOR TEMP. DISTRIBUTION VOLTAGE DIMMING FINISH JOK 3000K T2 Type ll ® UNV 120-UN(SBL) DM D-10V BZ Dark Bronze -40K 4000K 347 34N Dimming RALg8019(Ski80 •6DK 5000K(SM.) T3 Type M �1 4811V 4 (SM.) T4M Type lV Medium 'Anduleoastenout RAL) Ressepmwaisswimme RALnml uer. • Non staff fil with a. the,, TIPS Type V Shoo is I MOUNTING OPTIONS SF Slip Fiber HS Rouse Shield LRD309S-x 0-1OV Dimming Control Multilevel high4ow step WM Wall Mount RC NEMA twist -lock receptacle only (no controls) dim and Smad dim Occupancy Sensor(`IR remote PMS Square Pole Mountkm RC7 NEMA 7-wire receptacle only (no; controls) programmable), (See note 7 to select lens for'x•)°° PMR3 3" Round Pole Mount Arm TLPCI 3-Pin Receptacle and Twist Look Photocell Installed 120V LRD-509S-x IP-66 rated integrated 0-10V Smar(DIM or muff -level PMR4 4" Round Pole Mount Arm TLPC2 3-Pin Receptacle and Twist Lock Photocell Installed 277V high/low dim control occupancy sensor (`IR emote PMRS 5"Round Pole Mount Arm TLPC3 3-Pin Receplace and Twist Lock Photocell Installed 120V-27N programmable), (See note 7 to select lens for "x')68 MA Horizontal Tenon Mount TLPC4 3-Pin Receptacle and Twist Look Photocell Installed 480V IRI Remote programmer for LRD-509S and LRD31XS (Mounts to 2° IP, 2.375" OD) TLPCSC Starting Cap PSC-BLE-SR McWong 0-10V Bi-level passive infrared (FIR) MA2 Horizontal Tenon Mount IRS Remote handheld configuration tool for FSP-211 occupancy sensor with i im-too0 for Blu itooth Mesh in (Mounts to 1-11T IP, 1-900"O.D) 'cpnanraaon err once °pans Silvair enabled SP10 Integrated 10kV/10kA surge protection ARRA Assembled in USAfor BuyAmerican act FSP-211 0-10V Dimming Control Occupancy Sensor' BR Bird Guard, Stainless Steel Spikes (11-2) FSP-1-2 Lens@ 8' height (up to 44' diameter) 07W Optional 7 Years Limited Warranty' (11.3) FSPI Lens@ 20'heght(up to 40 diameter) 01OW Optional lO Years Limited Warranty° (L7) FSRL7 Lens @ 40' height (up to 100 diameter) REM16 Remote 16W Emergency Battery Backup (CEC Compliant EM) in black finish 1° 11 316 316 Stainless steel mounting an bolts NOTES: 7. A. Standard cone shape Lens @ 15' height (up to 30' coverage) 1. Must specify lens. (1-2, L3, L7) B: Extra wide cone shape Lens @ 10' height (up to fi0' coverage) 2. Default settings are Title 24 compliant for all spaces that do not require costaMing. C: High bay cone shape Lens @ 30 height (up to 90' coverage) For spaces that do require it, adjustments will be necessary for the Hold Olt Setpoint and the Photocell functions. III Standard rountl shape Lens @ 20' height (up to 40' coverage) 3. DesignLights Consummate, (DLC) qualified product. Not all versions of this product may be DLC qualified. R Extra wide tlome shape Lens @ 20' height (up to 80' coverage) Please check the DLC Qualified Products List at www desigaights orelOPL to confirm which versions are qualified. G:Aisle way arch shape Lens @ 40' height (up 10120' coverage) 4. This limited warranty covers electrical parts only and does not apply to labor, equipment lease, H: High bay dome shape Lens @ 50' height (up to 50' coverage) or defect from improper installation or operation. 8. Order'RS-LRD" to adjust sensor setting. 5. Standard dimming 0-10V, ANSI C136.41, Photocell and shorting cap by others. 9. DLC is not available. 6. Its default setting can be found on the IR-TEC installation instructions. to -Only available with Wall Mount. 11. Remote Box is UL1598 recognized IPfi6, IP67 rates and ambient b mature up to 55°C. uEoPiAl L1fnmALlmlrmene-vesawd&Mdm,we9,mli,aGwq dwopi. dnMalm,wwaaut Visit for the latest ireMmeon. 2 wn'w...plahmanguawoun LIGHTING piornots, our website product LED AREA / PARKING / STREET LIGHT LAP-2G -'Opor al TLPC shown MoLw"farSWare-: - i ii a e e e Wall Mount Effective Projected Area (EPA) with Square Pde Mounting. Mounting for Slip Fitter LAP-2G-72LED-T2 LAP-2G-72LED-T4M LAP-2G-108LED-T2 Illuminance at a Distance Illuminance at a Distance Illuminance at a Distance Center Beam fc Beam Width Center Beam fc Beam Width Center Beam fc Beam Width 603 fc 3.3 R 1.4 R 597 fc 1.8 R 0.8 It 1,157 fc . 3.0 R 16.5 R 1.711 17ft 1711, T t60 fc 6.4 R 2.6 R 158 R 3.5 R 1.5 R 307 fc 5.8 R 32.0 R mlit 3 3R MR 69.7 fc 9.6 R 4.0 R 69.0 fc 5.2 ft 2.3 R 134 fc 8.7 R 48.5 R 5.011 S.OR SAR 30.8 fc 12.9It 5.3 R 38.4 fc 7.0 R 3.0 R 74.5 fc 11.7 R 65.0 If 6.7R 6.7R 6.711, 25.3k 16.0R 6.6R 25.1 f: 8.7 It 3.7It 48.5 fc 14.5If 80.6If 8.311 83111 8311 17.4 fc 19.3It 6.0R 17.3 fc 10.5it 4.5 it 33.4 fc 17.4R 97.1 It IO.OR Ie OR MAR ■Vert. Spread: 87.90 ■Vert. Spread: 55.2° Overt. Spread: 82.20 ■ Hmiz. Spread: 43.5° ■ Hmiz. Spread: 25.40 ■ Horiz. Spread: 156.70 LAP-2G-108LED-T4M LAP-2G-141 LED-T2 LAP-2G-141 LED-T4M Illuminance at a Distance Illuminance at a Distance Illuminance at a Distance Center Beam fc Beam Width Center Beam fc Beam Width Center Beam fc Beam Width 872 fc 1.5 R 0.8 R 1,416 fc &I R 15.5 It 1,184 fc 2.9 R 8.8 R 1.7R 17R 1 7R 231 fc 3.0 R 1.5 R 376 fc &1 R 30.1 it 314 k 5.6 R 17.1 R 3.3R 3.3R 33R lot fc 4.5 ft 2.3If sAR 164 fc 9.2R 45.6R 137 fc BLS At 25.9R 5.8R 56.1 fc 6.0R 3.1It 6.7R 91.1 fc 12.3R 612At soft 76.3 fc 11.4R 34.7At 6.7R 36.6 fc 7.5 R 3.8 R 8,3ft 59.4 fc 15.2 R 75A It 67R 49.7 fc 14.1 R 43.0 R 8.3R 25.2 fc 9.11 f[ 4.6 R 1p,pq 40.9 (c 18.4 R 9t.3 R 8 3R 342 fc 17.0 R 51.8 It IO.OR ■VerSpread: 48.50 ■Vert. Spread: 85.1°t. 10 OR ■Vert. Spread: ■Horiz. Spread: 25.8° ■Horiz. Spread d155.30 137. ■Horiz. Spread; 137.8° LAP.2G.188LED-T2 LAP-2G-188LED-T4M Illuminance at a Distance Illuminance at a Distance Center Beam fc Beam Width Center Beam fc Beam Width 1,923 fc 3.3 R 16.2 It 1,584 fc 3.2 R 1.5 R 17R 17ft MR 510 fc 6.4 R 31.4 R 420 to 6.2It 3.0 R SAR 272 fc 9.7It 47.6 R Me 183 fc 9.5 R 4.5 It 6JR 124 fc 13.0 R 63.8 R S.ofl 102 fc: I2.7R 6.0R 80.7 f s.3R 16.1 R 79.1 it 67R 66.4 Fc 15.7 R 7.4 Ft 10.0R 55.6 fc 19.4R 95.2At $ 3R 45.8 fc 18.9R 9.0 It ■Vert. Spread: 88.20 IO.Ofl ■Vert. Spread: 86.80 ■Horiz. Spread: 156.3° ■Horiz. Spread: 48.30 3 UrOPLALMdifINGmmve®Bw,rollb Me,gesple9i,aFMoe; dawi,ys. dole T,wwi9l Velour for Melatest KONA www.Noa.M,htingus.ram Mmmlke. website, pmtluctioformabon. L I G N T I NG LED AREA / PARKING / STREET LIGHT LAP-2G III/Mounting for Round Pole °Opsd TLPC shown Mounting for Square Pole Effective Projeck:d New (EPA) MIAMI Square Prole Mamfing. o II Mounting for Slip Fitter LAP-2G-72LED-T2 LAP-2G-72LED-T4M LAP-2G-108LED-T2 Illuminance at a Distance Illuminance at a Distance Illuminance at a Distance Center Beam fc Beam Width renter Beam fc Beam Width eenter earn tc Beam rNidth 603 fc 1.7R 3.3 R 1.4 At 1.7fl 597 to 1.8 R 0.8 R Idfl 1,157 fc 3.0 R 16.5 If 160 fc 6.4 R 2.6 R 156 to 3.5 R 1.5 It 307 fc 5.8 R 32.0 R 3 3R 3.311 3.3R 69.7 fc 9.6R 4.0R 69.0 fc 5.2R 2.3It 134 fc 8.7 A: 48.5 If S.OR S.efl S.Ofl 38.8 fc 6.7R 12.9At 5.3R 6.7fl 38.4 fc 7.0R 3.0 It 6.7fl 74.5 fc 11.7At 65.0 If 25.3 fc 16.0 R 6.6 ft25.1 fc 0.7 R 3.7 R fc 14.5If 80.6 If 8.3R 8.3fl MR48.5 17.4 fc 19.3It 8.0R 17.3 fc 10.5it 4.SR 33.4 fc 17.4R 97.1 It IO.OR 10.011, Se.efl ■Vert. Spread: 87.90 ■Vert. Spread: 55.2° ■Vert. Spread: 82.20 ■Horiz. Spread: 43.50 ■Horiz. Spread: 25.4° ■Horiz. Spread: 156.70 LAP-2G-108LED-T4M LAP-2G-141LED-T2 LAP-2G-141LED-T4M I9uFWmame at a Distance Illuminance at a Distance Illuminance at a Distance Center Beam fc Beam Width Center Beam fc Beam Width Center Beam fc Beam Width ff 872 fc 1.5 R 0.8 R 1,416 fc 3A R 15.5 ft 1,184 fc �• 2.9 R 8.8 R 1.7R a 17R 1.7R 231 fc 3.0 R 1.5 R 376 fc 6.1 R 30.1 it 314 fc 5.6 R 17.1 If 3.3R 3 aft 33R lot fc 4.5 ft 2.3If 5AR 164 fc 9.2of 45.6R 137 fc 6.5R 25.9 If S.BR 56.1 fc 6.0 R 3.1 it 6.7R 91.1 fc 12.3If 61.2 R soft 76.3 fc 11.4 R 34.7 it 6.7R 36.6 fc 7.5R 3.0 It B3fl 59.4 fc 15.2R 75.8R 6.7R 49.7 fc 14.1R 43.0R 8.3R 25.2 fc 9.0 f[ 4.6 R lo.OR 40.9 fc 16.4 R 91.3 If 83ft 342 fc 17.0 It 51.8 R IO.OR ■Vert. Spread: 48.5° ■Vert. Spread: 85.1° 10.0R ■Yert. Spread: 80.60 ■Hmiz. Spread: 25.6° ■Horiz. Spread, 155.3° ■Horiz. Spread; 137.8° LAP-2G.188LED-T2 LAP.2G-188LED-T4M Illuminance at a Distance Illuminance at a Distance Center Beam fc Beam Width Center Beam fc Beam width 1,923 fc 3.3 R 16.2 If 1,584 fc 3.2 ft 1.5 it 1.711, 17R MR 530 fc 6.4 of 31.4 R 420 It 6.2 R 3.0 it SAR 222 fc 9.7 R 47.6 R Me 183 fc 9.5 R 4.5 it 6JR 124 fc 13.0 R R 63.8 5.efl 102 fc I27 R 6.0 it 60.7 fc s.3R 16.1 R 79.1 R 6.7R 66.4 fc 15.7 R 7.4 R 10.0R 55.6 fc 19.4 R 95.2 R 8 afl 45.8 fc 18.9 ft 9.0 it ■Vert. Spread: 88.20 IO.efl ■Vert. Spread: 86.80 ■Horiz. Spread: 156.3° ■ Horiz. Spread: 48.3o 3 UTOPIA LIGHTING T limntlrawings.tlmm•.ID,wwrgto,rtpiarnolre.Vi&tourwebsileforlM1elatestpnMuctiMormaOon. KONA wwivotopult,horgue.mm rese,vesOa,ightbcba,gesl L I GNTI NG �I n eF l JET" R. DENK0 tic° No# 57291 7/18/22,: M E N � N C sal 0 > E W E a o 3 0 LL - W Qa j U m d i p N C7WN� 3 0 j CdLL �2 aciN = U > Q Lq c 1n O Go � M a � W J UD H • • Z O a U U LU W 0 Z O Ln W Of DATE 07/18/2022 DRAWN BY Y. TA DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE N.A. (W�'''L) V 97>J W Q LL a LU w Q J ED W a �f� ` J LL Z Q O v J MW W 0 m 0 c m 0 0 m N 0 c no s ce ro 0 0 0 0 3 c L LM JOB NO. 48033 SHEET NO. L4" 0