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HomeMy WebLinkAboutSDP202200062 Plan - Revision 2023-02-08Sheet List Table 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, VA23219 LIMITS OF DISTURBANCE: 5.47 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 (AS SHOWN): 2.89 AC (USED FOR SWM QUALITY CALCULATIONS) PROPOSED IMPERVIOUS AREA (W FUTURE LOT): 3.63 AC (TOTAL, ASSUMED; USED FOR SWM QUANTITY CALCULATIONS) SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY BRIAN JAMISON ROUDABUSH, GALE & ASSOCIATES, INC 999 2ND STREET SE CHARLOTTESVILLE, VA 22902 434-977-0205 SURVEY CONDUCTED: MAY 14, 2021 SURVEY REVISED: JANUARY 25, 2023 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 REQUIRED & PROVIDED BUILDING SETBACKS: FRONT: 53 FT MIN. SIDE: 56 FT MIN AND 50 FT MIN REAR: 36 FT WETLAND IMPACTS: UTILITIES: WATERSHED: FLOODPLAIN: PARKING CALCULATIONS: HOTEL PARKING: NONE RWSA AND ACSA FOR WATER & SEWER SOUTH FORK RIVANNA (BELOW RESERVOIR) THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. HOTEL PARKING REQUIRED: 1 SPACE PER ROOM = 1 SPACE X 92 ROOMS = 92 SPACES PROVIDED HOTEL PARKING: 92 SPACES SELF -STORAGE PARKING: SELF -STORAGE PARKING REQUIRED: 8 SPACES (PER SECT. 4.12.7 SELF -STORAGE WAS NOT LISTED IN SECT. 4.12.6) PROVIDED SELF -STORAGE PARKING: 8 SPACES Berkmar Self Storage Site -Trip Generation Analysis - Peak Hour of Adjacent Street Buildout Land Use AM Peak Hour PM Peak Hour Average Land use Size Units Code In Out Total In Out Total Daily Trips Propposed Develeopment Self Storage 105000 S.F. 151 5 4 9 8 8 16 152 Hotel 92 Rooms 310 22 17 39 20 20 40 735 Total Propsed Development Trips 27 21 48 28 28 56 887 Note: Based on the Institute of Transportatin of Engineers Trip Generation, 11th Edition. Assume General Urban/Suburban land use category UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE 3 9VAC25-790-460): HOTEL = 130 GPD/ROOM 130 GPD/ROOM X 92 ROOMS TOTAL = 11,960 GPD AVERAGE HOURLY DEMAND = 11,960 GPD / 24 HOURS = 498.3 GPH MAXIMUM HOURLY DEMAND = 498.3 GPH X 300% = 1,495 GPH PEAK HOURLY DEMAND = 1,495 X 150% = 2,242.5 GALLONS 2,242.5 GPH / 60 MIN = 37.38 GPM SELF -STORAGE FACILITY = 15 GPD/PERSON (PER 8-HR. SHIFT) SEWER FLOW (AVERAGE DAILY FLOW) AVERAGE FLOW RATES (FROM TABLE 3 9VAC25-790-460): HOTEL: 130 GPD X 92 ROOMS = 11,960 GPD FINAL SITE PLAN SDP-2022-00062 INITIAL SITE PLAN: SDP-2022-00052 COUNTY OF ALBEMARLE, VIRGINIA 07/ 18/2022 South I Ork Rama RivM Res, r•,olr OQ- PQ. PROJECT LOCATION yarn„ CemNYMP Maryy Q For Aeor �' Fementary School Fx0` le 0 d� Y e 0 ynF n eR vo P , s -y ¢ a �o e a 9pA ze v W C'v nranm•"°d "'may Wocopilot Elementary Smoot m /P)FS U. C D�EarI 11/0 // a« as did,/F aNEn VICINITY MAP SCALE 111=1000' 0 �,n o 4qy ao^a A. P ffo ct (a ;y elou<estae Rd ?aa as c 8 '`P t n = 4 6 s� yd 4 Tb% i M 3 '� �en,mvo•`P T Rf co r 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: CAMPBELL BOLTON, P.E. TELEPHONE: 434-327-1698 EMAIL: CAMPBELL.BOLTON@TIMMONS.COM Sheet Number Sheet Title CO.0 COVER C1.0 PROFFERS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 NOTES & DETAILS C1.5 NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C2.1 TOPOGRAPHIC SURVEY 1 OF 2 C2.2 TOPOGRAPHIC SURVEY 2 OF 2 C4.0 LAYOUT PLAN C4.1 UTILITY PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 DETAILED GRADING PLAN C7.0 EASEMENT PLAN C8.0 STORM PROFILES C8.1 STORM PROFILES C8.2 STORM SEWER SCHEDULE C9.0 UTILITY PROFILES C9.1 UTILTY PROFILES C10.0 SIGHT DISTANCE PROFILE C10.1 ROAD PROFILES C10.2 ROAD PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 SITE LIGHTING AND PHOTOMETRIC PLAN L4.0 LIGHTING CUT SHEETS L4.1 LIGHTING CUT SHEETS IUTAL8HEE18=28 Albemade County ServiceAuth�rii Hydrant Flow Date of Report 6/3/2022 Test Report 1C8 Spdnap RmG CnarWremYe. vA YL3rt Ia0G19)/-tStt Location MALLOY 29 N Pressure Zone URBAN RING Date and Time of Test 6/2/2022 8:54:00 AM Minutes of Flow 2 Pipe Size (Inches) 12 Pressure Hydrant 10383 Static Pressure (psi) 128.2 Residual Pressure (psi) 114.11 Q20 Looped Q20 Multiple Inline Hydrants V Q20 Single Flow U Sprinkler Test Single Flow Flow Hydrant #1 12455 Pitot Pressure #1(psi) 94 Yellow 1 © Test Flow 1 1585 Flow Hydrant k2 Pitot Pressure p2 (psi) Yellow 2 Test Flow 2 Flow Hydrant R3 Pitot Pressure p3 (psi) Yellow 3 ❑ Test Flow 3 � 0 Total Estimated Flow (gpm) 1585 AWWA Q20 Calculation(gpm) 4763 (No value in Wo Indicates Insufficient pressure drop for o)0 OR a sole spnnlder tert.) Comments Hydrants opened all the way; For method of calculating pitat flow with a red Pollard tliffusec see eq. 33, Walski and W[es article 1990 barrel Management and opehitem, AW WA. For yellow Pollard dlffugh, a beg fit third order polynomial equMlon of the Pollard Row vspl[M pressure gorge k use, Estimated Consumption (gal) 3170 For use for water audit Signature of Tester: Test Hydrant Flow Hydrant reached- quala by iieX n",mbmFF °aw T� hpvpienK-ami�. e rpe mm;e in aP Pegoi g r a'h '�" ,ym. 'NPan�� ��w"'`•'", o NIN zro aea Poe. wem ke-i Ft w eiffid'_en.. Feet a* f Status, Ownership A tl- ACSA hry whom Prirareowrennip msaued. Pnare ownPsr •r logauad, ACSA ACSA Warer Sewh p Ac9A FIre Find V' CSP Pal Main ershlp wACSA rov wlvme ownenmp ST Water Main iliry Type 'IcUl Vow Raw Wester Albemarle County Service Auth6rity Lic. No. 51495 216125 M E 0 0 rn u N v N Q O >E W � Lu Q LL O 0 i n of O M Q j U 7 Z H 2 7 �o x of oQ �� N U v N Z . 0 Fn 0 0' UR au M (L � N J co � CL O ce t7 N Z 0 f Z O Ln � a w w C U 0 >0 }0 O Z Z � » w00 U U N M Lu N N o O N ,-I o DATE 0711812022 DRAWN BY R.vanNiekerk DESIGNED BY C. BOLTON CHECKED BY C. BOLTON SCALE N/A LU ( V Oa LL w J CL' J m W WQ O IC) 0 o U LU co 1OB NO. 48033 SHEET NO. C0.0 O do O E� n to 0 a dt N to c L N a c to a C to 0 3 c L r E. CAMPB Original Proffers 2. a) The following by right uses in Highway Commercial (HC) zoning shall not be permitted: U Lic. No. 51495 Amendment i. Pipe and tobacco shops 2/61Z7 ii. Barber/Beauty shops �sSIO1VAL�� PROFFER STATEMENT iii. Laundromats iv. Farmer's Markets ZMA No. 2016-09 v. Funeral Homes vi. Wayside Stands Tax Map and Parcel Number(s): 04500-00-00-112EOr 04500-00-00-11200 vii. Hospitals viii. Restaurant drive thru windows " E OV Owner(s) of Record: Brian J, McMahon & Stephen K von Sturch (TMP 04500-00-00-112EO) b} The following use shall be restricted: N 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 upper floors v L Date of Proffer Signature: December 9, 2016 within the Primary Development Zone. w 4.428 acres to be rezoned from R-6 Residential to HC - Highway Commercial with restrictions. 3. Retail uses will be limited to no more than 25,000 square feet of the total floor area built on the � u 3 o LL o site. This represents approximately 25% of the projected total floor area projected to be built on the W L ~ Brian J, McMahon & Stephen K von Storch (TMP 04500-00-00-112E0) Staard 12 Wood (TMP 04500-00- Property. a uw —,,, z o 00-11200) .JJ o0 0 am N F zz N F are the owners (the "Owners") of Tax Map and Parcels 04500-00-00-112EO and 04500-00-00-11200 4. Fating establishments built on the property shall be limited to 1,500 square feet or less per establishment. z � B �M p a of U g g (the "Property") which is the subject of rezoning application ZMA No. 2016-09, a project known as the Wood m x a LL LLJ O O von Storch Rezoning (the "Project"). 5. Residential uses shall be secondary and limited to the upper floors of multi -story buildings. ? _ > N o Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the >Ui 0.z 0 z conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified 6. Owners shall reserve an area along the Berkmar Drive frontage between the edge of the o w o 0 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 roe 44 feet from the Center g g Y g property, rty, M of conditions are reasonable. Line of the Berkmar Drive Right of Way (Reserved Area) until the Small Area Plan for Berkmar a o w Drive is completed. This reservation, or a portion thereof, will terminate upon determination by the ~ 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 Berkmar 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 within Ln 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 o 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. - 0 a Primary Development Zone - Fronting on Berkmar Drive and extending into the F N , collective properties approximately 50% of the total property depth. Within the 7. The Owner shall restrict parking uses to the side or rear of buildings within the PrimaryW Primary Development Zone, buildings shall have relegated parking as defined in proffer Development Zone. The front minimum parking setbacks shall be no closer to the right-of-way than w Lu 7 below and pedestrian access from Berkmar Drive. any existing or proposed primary structure in the Primary Development Zone. o rNi C) b.Frontage Zone - An area fronting on Berkmar Drive of approximately 378 feet, in a o which buildings must occupy a minimum of thirty-five percent (35%) of the total 8. Owners shall reserve an area 40 feet wide along the northern property boundary as shown on 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 o 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 January 1, 2020 (The Reservation Period). o 07/18/2022 DRAWN BY in accordance with the laws of the State of Virginia. The Reserved Area shall remain free of buildings or other significant obstructions during the d. Reservation Areas - An area along Berkmar Drive between the existing right-of-way Reservation Period. However, the Owners reserve the right to construct parking lots within the and a building setback line measured on the property, 44 feet from the Center Line of Reserved Area if the determination of the County in the Small Area Plan is that the Reserved Area, R. vanNiekerk the Berkmar Drive Right and a 40 foot wide area along the northern property boundary or a portion thereof, will be needed for a future connector road from Berknlar 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. • • C. BOLTON 1 • CHECKED BY 2 C. BOLTON • 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 lat review sta a of andevelo ment on the p g y p Property which could impact the cemetery. cemetry. OWNERS: OWNERS: W Brian JMeMahon Brian J. McMahon V Stephen K.von Storch Stephen K. von Storch O Q � > _J LL V J Robin M. Wood Robin M. Wood lY Q LL 2: W J m LL W a LL O Q^L CL 0 U U 0 MW 3 3 JOB NO. 48033 SHEET NO. C1.0 a 3 c a D a0 o O -Z 20 0 c � F m w E o a u 0 O ac, Ir O Z Z m O n M X F d `oF; �Z 2 .§ d 2 .Z Y XN X O 0� ._ 015 2 12 m � c � `o 0 m 06 a c �a 10 a 0 �+ o � U c 2 �o c 1 n� w E F_ L GENERALNOTES 401 McIntire Road, North Wing Charlottesville, VA 22902-4579 County of Albemarle Telephone:434-296-5832 COMMUNITY DEVELOPMENT DEPARTMENT WWW.ALBEMARLE.ORG Construction Record Drawings (As -built) and Required Documents for VSMP The following is a list of documents and information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. Fee $353.60 (fee includes the 4% Technology Fee). Record (as -built) drawing requirements: 1) A signed and dated professional seal of the preparing engineer or surveyor. 2) The name and address of the firm and individual preparing the drawings on the title sheet. 3) Include "as -built drawing" or `record drawing" on the title sheet. 4) Show the constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: a) Updated Location with geo-coordinates (northing/easting) of all facilities. b) Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. c) Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for deviations from the design. d) Plants, location and type. e) Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 1) Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. g) Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, comparedto design. h) Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. i) Easements - Show all platted easements with deed book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. Additional Documentation Required with the As -built Submittal: 5) Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Provide inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 6) Inspection Records and photographs for pipe trenches and bedding, including underdrains and filter fabric. 7) Video Pipe Inspection for any pipes which are not viewable without the need to enter a confined space. 8) Computations - For significant deviations from design, provide sealed computations verifyingthat the as -built condition is equivalent or exceeds design requirements. 9) Compaction reports are required verifying fill compaction in dams. 10) Manufacturer(s) certification(s) for proprietary BMP's certifying proper installation and functioning. Date: 11/30/2022 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL PAVEMENT AND STORM SEWER MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. ALL MATERIAL AND METHODS FOR WATER AND SANITARY SEWER SYSTEM (PUBLIC AND PRIVATE) INSTALLATION SHALL BE IN ACCORDANCE WITH THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) DESIGN AND CONSTRUCTION STANDARDS, EXCEPT WHERE RIVANNA WATER AND SEWER AUTHOIRTY (RWSA) STANDARDS APPLY. 4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 5. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 6. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 7. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 8. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 9. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 10. ALL STORM SEWER PIPE SHALL BE HDPE IN ACCORDANCE WITH ASTM F2648, UNLESS OTHERWISE NOTED. PIPE SHALL HAVE SMOOTH INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS. JOINTS SHALL BE WATERTIGHT ACCORDING TO ASTM D3212. 11. SHOP DRAWINGS FOR ALL STORM STRUCTURES SHALL BE SUBMITTED FOR REVIEW. 12. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 13. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 16. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 17. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 22. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 23. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 24. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. 25. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 26. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. 27. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE (PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES) AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2018 UNIFORM STATEWIDE BUILDING CODE, 2018 VIRGINIA CONSTRUCTION CODE, AND ]CC/ANSI Al17.1-09. 28. TREE PROTECTION AREAS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 29. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 30. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM ENTRANCE CORRIDOR ROADWAYS SHALL BE ELIMINATED. 31. ELECTRICAL, COMMUNICATION, AND GAS SITE WORK IS NOT DETAILED ON THE CIVIL PLANS. CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDER, MEP ENGINEER, AND OWNER FOR ALL WORK RELATING TO THESE SYSTEMS. 32. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT; TO BE OBTAINED BY THE CONTRACTOR. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN TO BE SUBMITTED TO ALBEMARLE COUNTY. CONTRACTOR SHALL SUBMIT WALL SYSTEM DETAILS FOR ALL WALLS FOR OWNER REVIEW. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 33. ALL ROOF DRAINS SHALL BE CONNECTED TO THE STORM SEWER SYSTEM AS SHOWN ON THE PLANS. 34. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. 35. LIGHTING NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 36. SEE "EROSION AND SEDIMENT CONTROL PLAN NOTES & DETAILS," C3.0, FOR RELATED GENERAL NOTES. FIRE PREVENTION NOTES 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING CONDITIONS MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. Albemarle County Engineering 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL Final Plan General Notes CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT Page 1 of CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. ALBEMARLE COUNTY 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION FINAL PLAN GENERAL NOTES PER THE VIRGINIA STATEWIDE FIRE CODE. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS General Construction Notes 6. ARRIVE ON SITE. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 1. Prior to any construction within any existing public right-of-way, including connection to 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR any existing road, a permit shall be obtained from the Virginia Department of LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; Transportation(VDOT). awn ma n t the re requirements of rapsThis plan as drawn of accurately reflect Y q pP Y HAZARDS SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED IN ACCORDANCE WITH THE VIRGINIA Q . the permit. Where any discrepancies occur the requirements of the permit shall govern. STATEWIDE FIRE CODE. 2. All materials and construction methods shall conform to current specifications and 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND standards of VDOT unless otherwise noted. SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. 3. Erosion and siltation control measures shall be provided in accordance with the approved 9. THE THREADS FOR THE FIRE DEPARTMENT USE MUST BE C & O THREADS erosion control plan and shall be installed prior to any clearing, grading or other construction. BLASTING NOTES 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL Control Devices. MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. OF DAMS. 9. All excavation for underground pipe installation must comply with OSHA Standards for 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. the Construction Industry (29 CFR Part 1926). 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised: April 2016 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards - Version 1.0, adopted in December 2015, except as modified below or modified in special notes. 2. RWSA shall approve all construction materials and methods of construction. A preconstruction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure -tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a re -blast survey may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the springline of the existing pipe. 11. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. ACSA GENERAL WATER & SEWER CONDITIONS 09/17/2021 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY 1-800-552-7001 . 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, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTIN DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGULATIONS. 17. A DEED OF EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. Lic. No. 51495 Z/6/Z3 ^� E 0 N OV N C > E w a E LU LL `� 3 LL 0 LL w 0 m M < J W L U.0oo W J -a, W N a, � x _< oa �v U) = v N 2 U > N C 0) o0) N � M a� OJ J to ui 0 c7 0 0 w W U Z 0 U) 0 0 am O cc t7 N Z 0 f Z O a w w (U wQ 0y y0 O Z Z 00 w V V Of DATE 0711812022 DRAWN BY R. vanNiekerk DESIGNED BY C. BOLTON CHECKED BY C. BOLTON SCALE N/A (rW V CO 0 > J '^ w Q L.L Q LU W J m Q W a 06 O U) W U Q LL MW W JOB NO. 48033 SHEET NO. C 1.1 L SIGNAGE NOTES: SITE PLAN LEGEND VARIABLE WIDTH 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH NON-SLIP BROOM FINISH MAX. CROSS SLOPE 2% yTH 0 �' Pr THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY PROPOSED REVISION THERE TO: j\//\//\//\ ° A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ' // B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. STORM Lic. No. 51495 C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE //T�' / / `6 Z/6/Z3 C SPECIFICATIONS. 4 3,000 PSI AIR -ENTRAINED CONCRETE SANS SANITARY sSI01VAL� D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE COMPACTED SUBGRADE 4" VDOT 21AIB STONE CATCH BASIN FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER STORM MANHOLE CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN NOTE 1 ABOVE. ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS. SANITARY MANHOLE 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND E O® o E INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND ' ' DENOTES CONCRETE SIDEWALK ON PLANS o SANITARY CLEAN OUT N 6 INSTALLED WITH A 2" SQUARE TUBE POST AND TYPE D FOUNDATIONS IN} ¢ o ACCORDANCE WITH VDOT STANDARD STP-1. FIRE HYDRANT > E vy 4. ALL MARKING DIMENSIONS AND MATERIALS SHALL BE IN ACCORDANCE < FDC w WITH VDOT ROAD AND BRIDGE SPECIFICATION SECTION 246. CONCRETE SIDEWALK PAVEMENT SECTION w 3 Z� METER 0 LL 2 NO Scale SOLID WHITE LINE 24" TTTT `�'P' SETBACK-AT/FP STANDOFF ® WATER VALVE w0 m.. a u b i w�-� a N ry z o�� CL Z CONTROL JOINTS, SPACED NON -SLIP BROOM FINISH Op BOLLARD z I- =' v of 11.1 MAXIMUM 6' APART WWF 6x6 W2.9xW2.9 3 0 U') xa w uu O O 12' 3.5" STREET SIGN Q Q? STD. (VARIES) ° U) x C ry z R1-1 T 10" 3,000 PSI AIR ENTRAINED PORTLAND a° D GAS METER = ¢ m 0 z z ° ° ° ° CEMENT CONCRETE 0 rn O O NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL LIMITS OF DISTURBANCE ry ` M > w Of u u HIGH INTENSITY SHEETING NO SCALE o 0 0 0 0 6" VDOT 21A/B STONE X FENCE W J O W SOLID WHITE LINE /\ / / /\\ / XXX MAJOR CONTOUR COMPACTED SUBGRADE ui XXX MINOR CONTOUR Q DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS SITE LIGHT � O 6 0PARKING SPACE COUNT = (7 O HEAVY DUTY CONCRETE SECTION No Scale 2 I 2 hh�� �� ARV AIR RELEASE VALVE o > W N N M N (TYP.) (TYP.) 1 CONTROL JOINT SPACED OF THE THICKNESS OF THE SLAB R= %4" w ~ t 0 4 AT WIDTH OF WALK DI DUCTILE IRON PIPE G GUYWIRE�NT FIRE HYD Q O o N O STRIPING AND SIGNAGE DETAIL ' � YA HW CONCRETE HEADWALL 10 PIPE INVERT OUT � > No Scale DATE RESERVED RESEED IS IRON PIN SET PF PIPE FOUND Z) 0711812022 PARK PAR RCP REINFORCED CONCRETE PIPE O} DRAWN BY Z RD ROOF DRAIN EXPANSION JOINT AT MAX OF 30', WITH EXISTING PAVEMENT PROPOSED PAVEMENT PD UTILITY PEDESTAL :5 UP UTILITY POLE R. vanNiekerk u7 VL UTILITY VAULT DESIGNED BY R7-8 PREMOLDED EXPANSION FILLER CONC. WALK Cl.MATCH EX. CROSS WM WATER METER WV WATER VALVE F u7 SLOPE UNLESS OTHER WISE YD YARD DRAIN • SPECIFIED ON PLANS YH YARD HYDRANT • C. BOLTON Ty PEVII�TY PENALTY SMM)"E500RE $M1 -$5WRE -OH- OVER HEAD UTILITY W -UGT- UNDERGROUND COMMUNICATION LINE • " +0 r° CHECKED BY R7-8a TOWAWAYZOIE TOWAWAYZO%E a a p PROPOSED LI SURFACE C. 2' + COURSE LEON !ABVEmi- SC ,\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\\\/\\ 66'ABIOVE EXISTING GRADING • N/A FINISHEDFINISHED PAVEMENT TC = TOP OF CURB • GRADE 4' MI IN. GRADE EP = EDGE OF PAVEMENT MILL AND OVERLAY TW=TOP OF WALL • CONCRETE JOINT DETAIL SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED EX. SURFACE COURSE Bw=BOTTOM AI WALL TS =TOP OF STAIRS No Scale PERSONS. PROVIDE 12"X 18" R7-8 SIGNS WITH 4" INTERNATIONAL WHEELCHAIR SYMBOL AT EACH BS = BOTTOM OF STAIRS SAWCUT EX. BASE COURSE PARKING SPACE INDICATED ON SITE PLAN. ON THE SAME SIGN, OR A SEPARATE SIGN BELOW, N/A NOT APPLICABLE TO THIS PROJECT EDGE OF PAVEMENT A(, BASE NOTES "PENALTY, $100-$500 FINE, TOW AWAY ZONE" MUST BE INCLUDED (VA CODE 36-99.11). BELOW THESE 1. A PRIME COAT SEAL BETWEEN THE AGGREGATE 2" VDOT SM-9.5A SIGNS, PROVIDE A 12"x6" R7-8a SIGN FOR SPACES IDENTIFIED AS'VAN' ON THE PLANS. POST SHALL BASE AND BITUMINOUS CONCRETE REQUIRED AT BE 2" SQUARE TUBE WITH TYPE D FOUNDATIONS IN ACCORDANCE WITH VDOT STANDARD STP-1. RATE OF 0.3 GALLONS PER SQUARE YARD 5" VDOT BM-25.0 NOTE: PROPOSED PAVEMENT MUST TIE am (REC-250 PRIME COAT). IN WITH EXISTING PAVEMENT FEDERAL: SIGN FOR THE DISABLED ON 0.80 GAUGE 2. ALL ASPHALT PAVEMENT SECTIONS SHALL BE CONFIRMED WITH ONSITE TESTING BY A 6" VDOT 21-A/B AGGREGATE ALUMINUM. COLORS: GREEN BORDER &TEXT, BLUE QUALIFIED GEOTELTESTING AGENCY SUBBASE COURSE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. IS RE ONCE SUBGRADE IS REACHED. ��/!vv/mow/�w/��� — COMPACTED SUBGRADE PAVEMENT REPLACEMENT JOINT DETAIL PARKING SIGNS FOR THE DISABLED DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS No scale No Scale 18' 1 x 4 CAP 0 t/ER N01F ALL WOODALL RIALS SHALL BE SHALL BE PRESSUREREA ED.. DOORS ONLY 0 Lu HEAVY DUTY ASPHALT PAVEMENT SECTION NOTE: 2% MAX. IN ANY HANDICAP SIGN SIGN BUMPER BLOCKS DIRECTION LOCATION (TYP.) rHANDICAP LOCATION (VAN) TO BE INSTALLED SHOWN ON 1 x 6 6" HASP a SIDING 4 4 ° 4 a 1 6 ( � VAS No Scale NOTES 2" VDOT SM-9.5A THE PLANS 7. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE REQUIRED AT RATE OF 0.3 GALLONS PER SQUARE YARD $" VDOT 21A/B AGGREGATE x G• BOLLARD (TYP.) TRIMMER 70' SIDEWALK 2' (REC-250 PRIME COAT)- BASE COURSE 4 q CO • 1 x 6 CAP O� 2. ALL ASPHALT PAVEMENT SECTIONS SHALL BE PADD ind J CONFIRMED WITH ONSITE TESTING BY A QUALIFIED GEOTECHNICAL TESTING AGENCY 4 x 4 METAL w Q CURB 4" ONCE SUBGRADE IS REACHED. \/\/\/\/\/\/\/\/�� COMPACTED SUBGRADE �/\\/\\/\\/\\/\\/\\/\\/\\/ POST TYP. 1 STRAP J FACE OF I 6 x 6 METAL POSTS HINGE Q w PAVEMENT MARKINGS CURB p p IN ACCORDANCE WITH 18' 18' � DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS a a ILL L Lu J co ALL APPLICABLE CODES 4" WHITE 4 w Q 06 PAINTED 8 o LIGHT DUTY ASPHALT PAVEMENT SECTION (TYPICAL) W No Scale 8' 5' 8' 11' 5' PLAN VIEW z I-_ _ TYPICAL I VAN < =) Ou O ACCESSIBLE ACCESSIBLE RAIL 4 4 METAL POST 12" CANE BOLTS z HANDICAP SPACES REGULAR SPACE x �T�) OUTSIDE GATE VIEW 1 x s TRIMMER OUTSIDE ELEVATION 3 SIDES TYPICAL PARKING SPACE DETAILS s 1 u a ° g, I ° . ° .., ," a ^ . ° EP/ FC 3'-0" 6' MAX 6' MAX 1 x 6 SIDING 1 x 6 CAP 1 x 6 CAP l x 4 CAP 0 W No Scale L TOR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12� WHEN ALONG SIDEWALK 2' FRO M FOC 7-1/2 6' LENGTH a ;,a 6'' 3._0» 1 x 6 TRIMMER 114- SAG ROD °± EP/ FC WITH TURNBUCKLE 5 1 3' 2 x 4 1 OR AS SHOWN ON PLAN CROSS BRACE o ANCHOR WITH 5/$" REBAR IMBEDDED 24" IN GROUND; WHEN NOT ALONG SIDEWALK CONC. -- STONE 2 x 4 RAILS FRAME CURB WIPE DOWN DETAIL 2 PER WHEEL STOP No Scale CON . INSIDE ELEVATION 3 SIDES - �12" 3" CASTER WHEELS JOB N0. POST ELEVATION INSIDE GATE VIEW 48033 PRECAST CONCRETE WHEEL STOP No Scale DUMPSTER PAD & ENCLOSURE DETAIL SHEET NO. C1.2 No Scale a i c 0 d 0 3 a. D a0 o 0 -z 20 0� c E2 a c m a0 0 w (D W.� Z zN 0 F `oF �_ E '§ n d it .Z Y � N X 0:.- d6 2 12 0 i= E `o 06 a c �a 10 a 0 "+ 0 � U 2 m 0 c V n� w E F= L E GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL-, ACKFILL - 4')MI 81, 8., MIN MIN. #68 STONE STABLE SOIL OR ROC\ NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION 8c BEDDING NTS FIG. W-2 TD-2 CRIMP AND ROLL END OF COPPER PIPING T I 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W-6B ro •L 7 1 NGS SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF FEET) CU.YD. FEE CU,YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 225 2.60 0.15 2.00 225 2.50 0.15 221/2 1.50 200 2.52 0.10 11 1/4 1.50 2-00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 266 2.66 2.77 0.26 221/2 1.66 2.15 2-69 0.13 3.16 2.91 266 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.63 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.63 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 1 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 VARIES 4FT. HYDRANT MUST BE ED WITH CHARLOTTES- HREADS WHICH IS CAL STANDARD. H OF BRANCH VARIES IN, TO 10' (20-) 8 :. 6'" GATE ' •°may VALVE 11� • I .' 8" X 6„ TEE 2500 P.S.I. CONCRETE ' ; •. ° +. '�:�j •.r , tef BASE AND THRUST ;::: •::' 1' i. BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR IEN A HYDRANT IS LOCATED IN A FILL., IN ADDITION TO POURING CONCRETE, A STEEL PILE MALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 HJ-3 TD-8 WATER MAINZ M.J. FITTING 4" DIP RESTRAINED JOINT FfTTINGS VE BOX TO METER BOX (SEE FIG. THRU W-7E). 2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE4' UNLESSOTHERWISE SPECIFIED BYTHEACSA. • SERVICE LINE TO CONNECTAT MAIN WITH V'0'TEE. • REFER TO FIG.W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFERTO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT, USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C COVER LIFT NOTCH 12 3/8" r WATER CAST IRON LID J NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-12 TD-13 PLACE 5' GALVANIZED " WITNESS " POST WITH `ol CAPPED D DIRECTED. MARKER LOCATION MAY BE AREAS ASSUBJECT v TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE x o f51„k`11e(y� ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID Z L1 `04 a_ a - - - - - � M.J. GATE VALVE WATER LINE 4 1P b 1_I 2500 P.S.I. CONCRETE & c 2'x 2' BEARING AREA. THRUST BLOCK q a. a, c a . 4 4 b NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 T 1 TD-9 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 37 510, 3'8" 2' 3'1' 510' 318. 3' 5' 4' S' MIN, 12MIN. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. DOOR HINGES 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 TD-14 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE 'K' SOFT COPPER TEE NOTE NO SWEATED FITTINGS DUAL SERVICE 1' TYPE 'K' SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 36" MIN. 1/8 BEND COUPUNG p`s_ SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36. ALUMINUM ACCESS iATCH I0 .J FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDD ENTIAL AND IRRIGATION SERVICES. I/ K_ 2' I` FL 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL L FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATON METER IS NOT PROVIDED. CAST IRON UD GRADE \-CORPORATION STOP �Y',:u %L'e'>.�':'S�,'-`�•n•.5;� ». `BRICK AS •�;y,,.;,,.,'.:-.;:.,;. NECESSARY SAND OR DUST UNDER SPEC. 203, N0. 5� "�+'�%"`-�'+;�4�+^`� r+C'"'�WOT:`�•^',�?, =yY AGGREGATE AGGREGATE BOX AND SETTER (2-INCH MINIMUM THICKNESS) lye!yT, q •- �..�ti ��'v.}Y w;.{-�•; TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 p A' r+ y O 44" MIN. 6I 8' MIN. ' MIN. A 17.5" 4 A ... �A.r, .. • 60" . I 36" ►� a 'A 18 MIN. -17.5'� 37'MIN. I WINGNUT LOCKING ASSEMBLY 12" MIN. 1 1® :• NOTES 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4" 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) NTS FIG. W-7B TD-15 Lic. No. 51495 Z/6/Z3 m E 0 N OV N > E vE w _ „ Lu U LL LL w 0 m.. Q U -1 WCIL Z ELI"' Uri O U) F U) F d{D NN � a z z (7W Of w 301�Q UU) �Q w p 00 CJ U ?w U) S ry Z ar =V >M�1 O0 zz F Q 7 7 oN 00 CJ CJ M Of a � OD J to H Uri Dr O 0 2 cD 0 x F W w N N ¢ M 0 _ Q 0 z 0 DATE n > 0711812022 O DRAWN BY R. vanNiekerk • DESIGNED BY • C. BOLTON I• CHECKED BY C. BOLTON • SCALE • N/A • • • W 0 > co J_ LLJ < I-- u_ W J DO ��( (W Q r06 v , LL C) vJ 0 2! I-_ LLI Qo 0 Z �/� u cl Lu 0 JOB NO. 48033 SHEET NO. C1.3 a d 2 c L 4" DIAMETEI AND VALVE WATER PVC THRUST BLOCK VALVE M.J. %/A RICC PLUG ON—LINE (TYPE "B") VARIES THREADED COUPLING BRASS NIPPLE AND PVC o CAP j LUBRICATE ALL THREADS io F ETER BOX (SEE FIG. W-7) 0. 57 STONE 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS 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 TD-19 \ E �rn \E ro� N "u t�= o E �wN 00 WO N �m 01 � J O U Ew 0Y IRS U E EN �a N N W vW to O cErna oEY O no _a E N t�O E U iV 189 V �� EOW O _ E 0 o E M V' Em . E E E N Z�U u 9 cli U E `;- C4 N E E \ ZU E w vUm O z ivEorr <E 5E E �5E U \rn \n of N of w Ny Nu N� mu M� uj C! Q LL O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-1-D TD-31 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA RUBBER COATED STEEL STEPS CAST IN PLACE —� PRECAST REINFORCED CONCRETE SECTIONS O" RING SEALS MINIMUM ELEVATION �\ DIFFERENCE ACROSS M.H. 5y FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING SEWER. A FILLETED INVERT OR A SMOOTH TRANSITION OF FLOW BETWEEN��XX INLET & OUTLET PIPE SHALL BE 12" MIN m 16" MAX STREET SURFACE OR NON -PAVED AREA 1'-O" MAX 3'- 0" MIN ES 12" PROVIDED. `-- MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A CLEANOUT DETAIL TD-25 9" CAST-IRON INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) 2'x2'x3" CONCRETE COLLAR CRUSHED STONE BEDDING 4" PVC WYE FITTING; 8"x4" OR 4"x4" AS REQUIRED SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' 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". _7 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. MAIN /SALT TREATED FINISHED GROUND —J MARKER SECTION IN LINE WYE-TEE PLAN VARIES PLUG END OF — SERVICE LATERAL SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 3.5' SIAMESE CONNECTION WITH CHARLOTTESVILLE THREADS; COMPLY WITH NFPA 6" SCH 40 GALVANIZED PIPE RESTRAINED JOINTS BALL DRIP VALVE AT LOW POINT IN PIPING 18"x18"x18" VDOT #57 STONE PIT FIRE DEPARTMENT CONNECTION (FDC) DETAIL 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 N TS FIG. S-3 TD-34 Lie. No. 51495 2/6/Z3 vi z 0 0 U 0 0 z 0 w w U Q z 0 in 0 N z 0 f z O In In o. z z W W ui 0 0 0 00 oII - 00 W U U DATE 0711812022 DRAWN BY R.vanNiekerk DESIGNED BY C. BOLTON CHECKED BY C. BOLTON SCALE N/A /W V J_ O > W J 2Lu W CO 0 W Q LL 0V '06 ) W Q O ° Z MW W JOB NO. 48033 SHEET NO. CIA E L HOTEL MINI SELF STORAGE ISO NEEDED FIRE FLOW CALCULATION Engineer/Architect: ITimmons Group I Date: 9/23/2022 Project Name: Berkmar Hotel Icalc. By: JR.van Niekerk Type of Construction = Type 11B, non-combustible Class of Const. Coef. F = 0.8 Ground Floor Area= 10155 SQ. FT. #of Stories= 4 Total Floor Area (AI) = 40620 SQ. FT. Fire Consideration Area: Construction Factor, Ci = Ci=18(F)(Ai)o.s Rounded to Nea rest 250 GPM = :upancy Factor (Oi): Type of Occupancy= C-2 (Worst Case) Occupancy Factor (Oi) = 0.85 & Communication (P): X1+P1 X2+P2 X3+P3 n (X + P)i= 1.0 + (XI + PI) = 1 �1=1j Max. (X=P)I=1.75 IT = Number of Sides of Subject Bu i Id i ng Needed Fire Flow: NFF=(CJ(OJ(X+P), _ Automatic Sprinklers (Yes or No) Reduction Factor (%) = Reduction Value = ISO NEEDED FIRE FLOW CALCULATION Engineer/Architect: TimmonsGroup Date: 9/23/2022 Project Name: I Berkmar Self Storage Calc. By: I R.van Niekerk Type of Construction = Type IIB, non-combustible Class of Const. Coef. F = 0.8 Ground Floor Area = 21924 SQ. FT. # of Stories = 4 Total Floor Area (A,) = 87696 SQ. FT. 2902 [Fire Area: Construction Factor, C; _ 0=18(F)(Ai)o.s 3000 Rounded to Nearest 250 GPM = +P4= 0 +P6= 0 +P6= 0 255 0 GPM Yes GPM TOTAL: 1275 GPM Required Fire Flow- Rounded = 1250 GPM (if < 2500 nearest 250) (if > 2500 nearest 500) *Fire Hydrants Required (1,500 GPM max each) :upancy Factor (Oi): Type of Occupancy = C-2 (Worst Case) Occupancy Factor (O;) = 0.85 Exposure (X) & Communication (P): X1+P1= 0X4+P4= 0 X2+P2= 0X5+P5= 0 X3+P3= 0X6+P6= 0 IT (X+P)(=1.0+ (Xi + Pi) = 1 �1=1� Max. (X=P) I =1.75 IT Number of Sides of Subject Building Needed Fire Flow: NFF=(C;)(O;)(X+p)I = 2550 GPM Automatic Sprinklers (Yes or No) Yes Reduction Factor (%) = 50 Reduction Value = 1275 GPM TOTAL: 1275 GPM Required Fire Flow- Rounded= 1250 GPM (if <2500nearest 250) (if > 2500 nearest 500) *Fire Hydrants Required (1,500 GPM max each) 0 (DO DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL (3 VARIABLE INVERT HEIGHTS DEPTH PER PIPE AVAILABLE (ACCORDING TO MANUFACTURER PLANSRAKE OFF) RECOMMENDATION QVARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4%30' FOR CORRUGATED HOPE (ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL), SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1)- B'-3T GRATEsisou) COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70- 0 , WITH THE EXCEPTION OF THE r-15' BRONZE GRATES Q- 17-3T FRAMES SHALL BE DUCTILE IRON PER ASTM ASM GRADE 705005 (D- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84' DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-1 MOSS O- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS & HA14COR DUAL WALL) & BOB 35 PVC T- ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-11D012.7001-116413, 87001-110-014. 6 - GRATES SHALL MEET I410 LOAD RATING FOR 12'.24" PED 7 - GRATES SHALL MEET F420 LOAD RATING FOR 30" PED & 17-30' STD & SOLID 8 - ALL BRONZE GRATES, DROP IN GRATES, & B' & IW PEDISTD GRATES & SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY 9 - DOME GRATES HAVE NO LOAD RATING NYLOPLAST DRAIN BASIN (DADAPTER ANGLES ARIABLE 0'-360' ACCORDING TO PLANS A 18' MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. (I)VARIABLE SUMP DEPTH ACCORDING TO PLANS 4'MIN ON 8'-24' (6-MINONr-24',ITMINON301 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 0021. A I PART# GRATE OPTIONS 8" 2808AG PEDESTRIANISTANDARD SOLID BRONZE DOME DROP IN 10' 2810AG PEDESTRIANISTANDARD SOLID BRONZE DOME DROP IN 12' 2812AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN 15" 2815AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN Ir 281 BAG PEDESTRIAN STANDARD SOLID NIA DOME DROP IN 24' 2824AG PEDESTRIAN STANDARD SOLID NIA DOME DROP IN 30" 2830AG PEDESTRIAN STANDARD SOLID NIA DOME NIA DATE 1.23-86 APPD BY GJA PROJECT NOJNAME DATE i-2M6 DWG SIZE A SCALE 1:40 SHEET 10Fi NOTES: 1. ALL YARD DRAINS SHALL BE NYLOPLAST OR APPROVED EQUAL. DETAIL REPRESENTS GENERAL SPECIFICATIONS FOR THE DRAINS, BUT MAY NOT CONTAIN ALL INFORMATION FOR ALL DRAIN TYPES. REFER TO MANUFACTURER SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. FILL SUMPS WITH CONCRETE OR MANUFACTURED PLUGS. 3. CONCRETE COLLAR NOT REQUIRED. 3130 VERONA AVE BUFORD, GA 30518 NylO las% PHN(770)932-24N.T FAX 932-2490 ` Aasws om TITLE ORAIN BASIN WITH STANDARD GRATE QUICK SPEC INSTADATION DETAIL DWG NO. 7001.110.144 REV D VDOT DETAILS LEGEND STANDARD TITLE PAGE DI-2 STANDARD CURB DROP INLET 104.03 DI-3A, 3B, 3C STANDARD CURB DROP INLET (12" TO 30" PIPE: MAXIMUM DEPTH (H) = 8') 104.09 DIMENSIONS, NOTES, AND QUANTITIES 104.10 MH-1 MANHOLE FOR 12" TO 48" PIPE CULVERT 106.01 STANDARD MANHOLE FRAME AND COVER 106.02 STANDARD MANHOLE FRAME AND COVER 106.04 IS-1 STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 106.08 PB-1 INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIR. PIPE BEDDING AND BACKFILL - METHOD "N' 107.01 CG-2 STANDARD 6" CURB 201.01 CG-6 COMBINATION 6" CURB AND GUTTER 201.03 CG-7 COMBINATION 4" CURB AND GUTTER 201.04 CG-9B STANDARD ENTRANCE GUTTER 203.02 CG-12 CG-12 DETECTABLE WARNING SURFACE (GENERAL NOTES) 204.01 CG-12 DETECTABLE WARNING SURFACE (TYPE A, PERPENDICULAR APPLICATION) 204.02 CG-12 DETECTABLE WARNING SURFACE (TYPE B, PARALLEL APPLICATION) 204.03 CG-12 DETECTABLE WARNING SURFACE (TYPE C, PARALLEL & PERPENDICULAR APPLICATION) 204.04 WP-2 ASPHALT PAVEMENT WIDENING 303.02 PM-10 PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS 501.20 STP-1 SQUARE TUBE SIGN POST 1321.12 SQUARE TUBE SIGN POST - FOUNDATION TYPE D AND E DETAILS 1321.17 GR-11 TRAILING END TERMINAL TREATMENT 1340.19 NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFERENCE CURRENT DETAILS IN THE VDOT ROAD & BRIDGE STANDARDS. Lic. No. 51495 Z/6/Z3 ^� E 0 N OV N C < o > E U.1 vE a L-, `� 3 LL 0 LL w O C J c:M L 00 < U W J -Lri N N V ZI• Y7 X � 1% �4 �v U)= N U N 2 > N < C ui o a' N � M a � W J to H- 1n CD 0 2 O > I 2 < z 0 in > Z) 0 0 a O W t7 N z 0 f z O - w w Of i Uu 0 0 z r r (n 7 7 w O O Of DATE 0711812022 DRAWN BY R. vanNiekerk DESIGNED BY C. BOLTON CHECKED BY C. BOLTON SCALE N/A (rW V 9 0 > J '^ w Q L.L Q W J co o W a 06 o Cn W Qo 0 U Z L.L MW W JOB NO. 48033 SHEET NO. C1.5 L 0 ONE OF THE TWO 24" CULVERTS WAS ABANDONED WITH THE LINEWORK ON WEST SIDE OF ROAD DB: 996 PGA98-- BERKMAR OVERLOOK PROJECT AND ONLY THE NORTHERN SHOWN BASED ON BERKMAR SSMa yTH OF PIPE IS STILL ACTIVE. REMOVE WEST END OF ABANDONED OVERLOOK DESIGN PLANS TOP: e , Y TOP: 527.6 UP PIPE AS NEEDED FOR INSTALLATION OF NEW STRUCTURE. j 1 10: 508.55 (8" PVC) _ BERKMAR DRIVE MATCHLINE - �P UE. CAMPB� Lic. NO. 51495 -ay VARIABLE WIDTH R/W ¢ / / 5 VACATE GUARDRAIL - - - - - - Z/6/Z3 STORM DROP INLET ? l j REMOVE GUARDRAIL 20, _ ` EASEMENT GRATE = 513.6' REMOVE GUTTER/CURB REMOVE STORM SIB. ` / / \ REMOVE EX APPROXIMATE SAWCUT PAVEMENT MILL & OVERLAY STRUCTURE & PIPE VACATE DRAINAGE EASEMENT S'S 15°RCP 10 = 509.2' - � � ti LOCATION OF 15' RWSA ' ' ZONAL ENTRANCE CURB TOP.- 524.65 n qqq k / S70 D/2O /Ny i / Z I ALBEMARLE COUNTY WATERLINE EASEMENT - -y _ , ' •un' / / / / / / / / / / / / / IjA - 615 / fj E E / / / �N O \ LINE PORTION OF 08. 15 8" PVC) MANAGED STEEP DB:460 PG: 636 1 l �' / l Pp,!q / D8:460 PG:638 Q L � CEMETERY DB: 255 Q , / / L JeY ORTH� \ PG555 (SEE NOTE #8) IO: SOS.O (S" PVC) SLOPES OVERLAY % DISTRICT GUARDRAIL / : - __ _ - // \4 �i IF �O� __ - - UND GRO GA /NE \ �52� it N u OH /0 IF GG •� r0'` _ - 'R AR VIL�_\ �_\_� ��t�� �Li\-�\ _\� -\ \ APPROX I5'ELECTRIC > E / P--- \ \ EASEMENT DB: 1534 PG500 0 E 20' INT EMp E' + _-____$ __ 8 \ .: / � �� � H U w 3 _ D 434 P 5 -5 .60' - r+ i STORM DROP INLET o -'. \ ,'' / - � `, � ,� _ _ _ _ _ - � Is � � ¢ a 3 GRATE = 507.95' _ \ l 1t3 ' \ A r� - ----- 2 o �` ^ 5 wo m . 15" RCP l0 = 502.0' / / M \ H 26 ARV- IF ` ¢ ,Wj U oMo. z ADD GUARDRAI END 'o Si / (2JFIW OP70 m\ \ l wMH l �- / l "J" o rn O F F TREATMENT GR- 1 AT - _ p \ v __ - a to ry LL z z END OF DEMO SEC ION 10 51` a - ----524---- /� / SSMH ^ ' z m ° v uj i l ALBEMARLE COUNTY _ _ _ -' h _ _ _ O t APPROX. CATION OF I / TOP: 526.55 I v !• •: • • X of g g MANAGED STEEP SLOPES '` ` \ / / ', ', , ` \ \ 50)C50' CE ETERY DB: 251 I / • ` J +A PG505 8: 243 PG: 381 I I %'`__I ,/ ll: 507.6 (8°PVC) l '� LLl 00 OVERLAY DISTRICT , \ 1 \ ---__ _ (l \ ix \ (s ENOTE #7) ------------ / 10: 507.25(8"PVC) l 0 = 'c N Z -522 I I / AT / U) U v p O ` ` - d `• ' +` \ I ___� I_ ro / VAULT x ¢ in Z Z CEMETERY TO BE �1 / r7 - _ 0) O O > > m PROTECTED DURING _ _ 520 _ _ I �_ - - - - 2 N ^ c� c� m _ of CONSTRUCTION`----------- ° "DIP m } I H I /\ SANITARY / I '�' • REMOVE EXISTING 8'- ISEWER WATER METER & ( PROXI LINE UP O VALVE ` APPROXIMATE _ •_l= - ui 51 -- a PER ACSA DET- AIL W6B I / _ - LOCATION OF 15'RWSP \ REMOVE SHED ,, P -1 WATERLINE EASEMENT O i + D6:460 PG:636 I 2 , 5 SSMH O 7 A -------- --- 16 j� s r ------ ------ ^' I ,Z +l TOP: -517.5 U F 98 /mom ll: 506.9 (8" PVC) I UP 0 - Y 10 506 P 58' VC I > wrvry a ski rF--------------' ( ) /� 49 REMOVE w F ri 0 \ `\ F --- ^`. Ili EXISTING 12"CAST IRON I Ill a EXISTING U '~ O VACATE EXISTING /' s ____ ___F _F RWSA WATERLINE - /1 PAVED ¢ o O . PROPERTY LINES - - - I� SSMH ASPHALT Z TMP 45-112G _ _ , _ p l TOP: -514.2 - 49 ROAD m DATE N/F/HGLAND, LLC. 498 ---- ro __ II:506.05(8"PVC) 21 > D8: 4687 PG:15 - \ - ---- ---- - - - /0: 505.95 (8' PVC) 0 0711812022 a I , a :. I 20'ACSA SANITARY SEWER DB: 3463 PG:483 (PLAT) o� ___ - _ ---- } DRAWN BY � +, � EASEMENT CENTERED ON AS BUILT LOCATION OF SEWER LINE TMP 45-112D ' O - DB:5232 PG:243, DB:5618 PG:730, _ R. VanN%ekerk & DB:5464 PG:559 N/F SCHEWEL-CHARLOTTESVILLE 4 - DESIGNED BY w I -_ '• o \ I' I, DB' 1089 PG'334 • - - - - - - - �o DB: 643 PG: 480 =/l • C. BOLTON 10'PUBLIC DRAINAGE 00 °f- `•/9 , (r, , \\ Ili DB: 407 PG: 65 =-- / / W • CHECKED BY EASEMENT __ i D6:4825 PG:147 = ---- - , / - -_ _-'"� S6 �' / SSMH W • C. BOLTON TOP: 512.6 4 6 REMOVE EXISTING WM & FH /s g SCALE p R E,' / I 105505.05 (8PPVC) l / } • _ _ _ _ CAP LINE AT EXISTING VALVE, CONTRACTOR T ° 1 "=30' T 4 12 COORDINATE WITH RWSA I f / PROTECT SMALL =/ a STACKED BLOCK WALL a Q TMP 45-112B 1 Z R A O IN L \ - r : / + '. • G DURING CONSTRUCTION FHI l l O 2 6 A AG PROPERTIES 111 LLC • p ) I LP �6z • PD DB: 4863 PG:471 UNDERGROUND / ELECTRIC LINE HAND l _ __-___ HOLE APPROX 15'mi c ELECTRIC m - r , / WM It o EASEMENT DB: 1534 = - _ _ i / r i / n PG:500 TMP 45-1128 UP l __ 7 °o. APPROX 30', Z E ELECTRIC EASEMENT \ , i ' l I N l / N/F B PROPERTIES, LLC. 478 T DB: 1538 PG: 732 ` - , - _ - , ', ; I , i I T O / ,a J t o DB: 1723 PG: 690 =I 2 ,, i DB: 4857 PG:576 (PLAT) I I- I0---- _ w Z / �6 ° / O / \!Vr� I�EXISTING BUILDING 1 J - 9 - - - ' ' i ' H : I / ELECTRIC EASEMENT / 4^4 --1 / O Q o REMOVE ANY FALLEN FENCE 4 - - / , , CC i - , ' , : , D8:541 PG � G ALONG PROPERTY LINE; - - ' / STANDING FENCE TO REMAIN 488 APPROX 20' O WATERLINE I l _---- _ 26 / ll: 1.$5 PV SD GRATE y2 _ ` \ / , EASEMENT DB: 460 Q i tl6tl / /O: .7 V� / / PG:638 GRATE:470.2'+1- l y l �'l' g p5 SSMH /' / 10:466.95' 12"E �2 SSMH J m u TOP:482.75 - - g6tl / / o / / - TOP:467.15' J ll: 478.40 ' ' �s / ( 2 _ U..� Q 10:478.33 // //.��; / / / /- - 11:455.21'10"PVC '^ L Z lMA/' 10:455.07' 10"PVC V / p Q J }} 5 - - - \� 8�q \\ ---- IF ;--- SSMH 69.16' -- -, L--- ----¢= REMOVES-24q.48.=---- - --- -/ // Is/ �ll SDMH /l 470 _ �' ,' ,'JIFONLINE 0'45"W 313.64'(T) _ i Gj , 54 40, i I 11:464TOP2'RCP l _- r RI s N-� - t f 85,5 - - '8"SAN- T - f 8• AN -� 0 / 5 10:464.25' 12"RCP /l�g� 0 //{/ ll'455 80' 10"PVC ` S f 8 say- Al) 1 / {s G6 / 10:455.58' 10"PVC U Z -478------------ --- - - - -- SD GRATE o ------- --- ---- - ��i�.�� -- r6H rL_-�H--''----=--OFfi�-- --,----0�'-- �0 OH/ �; /G TOP:465.9'+/- / i / U b - -- _ _---_---- \' 480 1 �G _-'�UP - APPROXIMATE TREEL/NE / _, "�1 / I l SSMH j - \ 20'SANITARY SEWER _ _ � ',,- \___ - 20'ACSA SANITARY SEWER .462.07' 12"HOPE _---� � � EASEMENT D6:3031 PG.631 II' �/ _ MCP TOP: 513.3 10:461.9T 12"HOPE / lj� / \ 0 .i - - -' - _ 49p - EASEMENT CENTERED ON AS ' -�---_------- ---- �7.3 - - l 5 UP ---' H b G BUILT LOCATION OF SEWER LINE TOP: SM O/ •. " o,' ( ) SSMH / / '�- w PVC- --------=- ---------- -- --- - 486 /O ll: 502.75 "PVC 96�/ 0 ___----- _ ____- °_ - Da= EXISTING SANITARY DB:5232 PG243, D6:5618 PG:730, 'e _--- --- 8 ' 488 s----� 0 ( 10: 502.55 (8"PVC) / / H Z h - ---- �'A SEWER LINE &D6:5464PG.559 II:500.1 (8°PVC) TOP:467.02' / �__-- ( ) / • 11:454.36' 10"PVC // e _-- CURB LINE ® UYWIRES (TYP) - Oq APPROX IS' ELECTRIC OWER POLES (UP) AND 10: 499.95 8"PVC .' 0:454.33' 10"PVC W64 r " % SDMH OVERHEAD POWER (TYP) ' 1 7 EASEMENT D6:1534 PG:500 RD-- ----RD ---� ® o / / / / H OH P 10:460.77'12"RCP X STORM DROP INLET 2 l Lij GRATE = 487.01' / SDMH / l / TOP:463.0' 12"RCP lO = 483.34' / SDMH / 11:460.45': 12"RCP L TOPA64.80' l 462 � /�� 10:460.41' 18"RCP LEGEND: /' 11:461.35' 12'RCP(LINER) L m BOWLING ALLEY / / / 11:459.98' 18"RCP I IS ROUTE ® REMOVE HARDSCAPE & 10 459.80' 18"RCP �i GRAVEL REMOVE CONCRETE v TMP 45-112C b N/F KEGLERS OF CLEAR AND GRUB CHARLOTTESVILLE e ( WOODED AREA l h D8:996 PG:198 REMOVE ASPHALT JOB NO. SCALE 1"=30' MILL &OVERLAY 48033 MATCHLINE lJP l 0 3060' REMOVE TREE SHEET NO. E F�:� SAWCUT C2.0 E 0 a 2 0 d 0 3 a D a0 o O EZ 20 0 c m w E 0 a �N a0 0 w Z Z m O m 0 16� `oF; 0 Q§ n d2 .Z Y � N X C 0.0 d6 2 12 c 06 'ap c yr 9 0a 0a 0 w +� U C N A C O O c 0 a� w E F_ L 0 9 w m 0 0 E EASEMENTS ® SIGHT DISTANCE EASEMENT DB:4937 PG:288 ® 20' RWSA WATERLINE EASEMENT DB:1380 PG:485 © RWSA WATERLINE EASEMENT DO:1454 PC:409 ® GUARDRAIL EASEMENT DO:1499 PG:214 SSMH TOP:527.6 10: 508.55(8"PVC) SSMH o S - EASEMENTS THAT MAY AFFECT PE 1. 25' RIGHT OF WAY DO:251 PG:505 2. 30' RIGHT OF WAY DB:265 PG:405 3. RIGHT OF WAY FOR TELEPHONE MAINTENANCE D13:272 PG:473 4. RIGHT OF WAY FOR ELECTRIC POWER LINE DO:284 PG:260 PARCEL INFORMATION: TAX MAP PARCEL: 45-112 OWNER INFORMATION: BERKMAR HOLDINGS LLC 411 EAST FRANKLIN ST STE 400 RICHMOND VA, 23219 ZONING: HIGHWAY COMMERICAL PROFFER ZMA-2016-00009 RECORD INFORMATION: D6:5657 PG:510 PARCEL INFORMATION: TAX MAP PARCEL: 45-112E OWNER INFORMATION: BERKMAR HOLDINGS LLC 411 EAST FRANKLIN ST STE 400 RICHMOND VA, 232191 ZONING: HIGHWAY COMMERICAL PROFFER ZMA-2016-00009 RECORD INFORMATION: D8:5657 PG:517 S f II CRITICAL SLOPE AREAS HATCHED AREA G (PER ALBEMARLE COUNTY CIS) f 9d 20' ELECTRIC EASEMENT DO:1377 PG:367 20' SPRINT EASEMENT 2p DO:1379 PG:658 .� i SSMH 1S ' 20.30' TOP: 526.55 SSMH 1 .5 11:507.6(8"PVC) TOP:517.1' A I I 10: 507.25(8"PVC) 11: 506.9(8"PVC) 54241'20"E 10:506.45(8"PVC) ssMA�-- S ! 241.77'(T) S s `,�211.88' YAWATERLINE 12" DI - r RV ;,....► WM SSMH w -iin WV an i SSMH YH PORTION OF CEMETERY, - - SSMH DB: 255 PG: 555 SSMH TOP: 524.65 II: 508.15(8"PVC) 10: 508.0(8"PVC) t(2)2) 241, RCP BM=517.9 CORI DI STORM DROP INLET GRATE=517.20T 15 RCP 10=513I27 I A A I 20' ACSA SANITARY SEWER EASEMENT CENTERED ON ASBUILT LOCATION OF SEWER LINE DB:5232 PG: 243 TMP 45-112B D6:5464 PG:559 N/F B PROPERTIES, LC. D6:5618 PG:730 DO:1723 PG:690 SSMH SSMH DB:4857 PG:576 PLAT TOP:514.2' TOP:512.6 (PLAT) 11:506.05(8"PVC) 11:505.30(8 PVC) UNDERGROUND '10: 505.95(8"PVC) 10: 505.05(8"PVC) ELECTRIC LINE IS G G i UP PD VL i SSM�s ! s S42 41'20� 208,67' f (SEE NOTE #8) • w / �I APPROX. LOCATION t t OF 50'X50' CEMETERY y \ i� I DB: 251 PG 505 DB: 243 PG: 381 r i (SEE NOTE #7) - BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C1 371.36' 5705.50' 3'43'45" 185.75' 371.29' N 35'40'27" E C2 145.95' 5705.50' 1'27'56" 72.98' 145.94' N 33'07'38" E LEGEND ARV AIR RELEASE VALVE DI DUCTILE IRON PIPE FH FIRE HYDRANT G GUYWIRE HW CONCRETE HEADWALL IF IRON PIN FOUND 10 PIPE INVERT OUT IS IRON PIN SET PF PIPE FOUND RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN PD UTILITY PEDESTAL UP UTILITY POLE VL UTILITY VAULT WM WATER METER WV WATER VALVE APPROX 15' YD YARD DRAIN WATERLINE EASEMENT SSMH YH YARD HYDRANT D6:460 PG:638 TOP:513.3 -OH- OVER HEAD UTILITY D6:460 PG:636 1:502.75(8"PVC) -W- UNDERGROUND WATER LINE 10:502.55(8"PVC) -G- UNDERGROUND GAS LINE IS -UGT- UNDERGROUND COMMUNICATION LINE � -SSMH N4248'26"W 3 UGT _ - --�.•_ . -�.. 154 ` G 4p SSMH---� .►, _ . pR - ♦ 1S � - o n'ATE RO 1F-- TOP:510.05 S� B: 71,3 P a I II: 501.85(8"PVC) G 7D De. 407 pG• 607 _ 10501.7(8"PVC) , SSMH UP O G 65 w I �� o I or cl 2 SSMH 1 `-TOP: 09.9 OH SSMH W 20 SPRINT/CENTEL EASEMENT 20 ACSA SANITARY SEWER S� 11:500.1(8"PVC) zo DB:1436 PG: 555 o I EASEMENT CENTERED ON I o ~ /^. I 10:499.95(8 PVC) z 20 ELECTRIC EASEMENT ;::::....: \ I ASBUILT LOCATION OF SEWER LINEUl o 0 Q DO: 5232 PG: 243 'sIl v=, DB:1434 : 75 ; .r: \ DB: 5464 PG: 559 I o v> ¢�cn¢ ; \ DB:5618 PG:730 J 00 i� - /__- TMP 45-112C Q Q � \ 90 N/F KEGLERS OF ° 00 a r7 s'P CHARLOTTESVILLE. o m o� N DB: 996 PG:198 o TMP 45-112 II^^ I GUARDRAIL TMP 45-112E I'o Z W ¢ z BERKMAR HOLDINGS LLC � BERKMAR HOLDINGS LLC _ Z 1/- A co U F- WO 0 2.686 AC. W o o Lo 1 731 AC. / Q W n (2) 24' RCP C TOP HW=513.70 m_ /10=510.70' DRAINAGE EASEMENT D6:1454 PG:409 15" RCP / TOP HW=513.60 10=511.355' IF N43 06'35"w 169.43' 20' SPRINT/CENTEL EASEMENT DB:1472 PG:263 20' ELECTRIC EASEMENT I ri DB: 1453 PG: 212 2.11 0" CRITICAL SLOPE AREAS HATCHED AREA (PER ALBEMARLE COUNTY GIS) UP STORM DROP INLET GRATE=513.6' _ 1o STORM DROP INLET 15" RCP T 15" RCP10=502.0' O cfl Z - 0 w ¢ F Q O O O N � OW' X N N / UP U N O O U Z Z O m N O � m N ON wows- (a Z N I � S �Z ~LOma � In m M O� M w T1cx) -� J 0_ 0 2 l j O � CL C� ¢ �� Q O:fo� W-' � � oapo N Z cn rTi LA Q98 f 0° 0 o w H- CID ¢ N cj) N 0UY / n o0 w00 w �z� pw0 I, o wcv cn¢ o �zwoUj rr�-�¢ Om U mZwZ I� 1 I EL R EASEMENT / �H APPRO11 15.1534 PG:500 off D6• SSMH -�- FENCE 0H 30' TOP:482.75 434.66 APPRO ASEMENT 11:478.40 00 ELECTRIC E 10:478.33 446.7710) p8:1538 PG' 732 s"w � 20' ACSA SANITARY SEWER EASEMENT TO BE CENTERED ON ASBUILT LOCATION OF SEWER LINE DO: 5232 PG: 243 20' PUBLIC DRAINAGE EASEMENT DO:4825 PG:147 TMP 45-112G N/F HG LAND, LLC. DO:4687 PG:15 D13:3463 PG:483 (PLAT) ODI I ��H- J- 2�W W U p MCD ml 12"RCP �NJ>� wOzO�wW�¢> 4�g 483.3 ��w�o wN aF- j�a_W i = J U=N(n < o= � 2-1 pmw0 IF E �az�� J w��CD �I / -0 �¢¢WO=o �� ¢w w: zDMK F- z0¢� I WOO ¢ W O x m U Z Ln w U Cn cDl cWn ¢ Co Q_ z w Q W= ptZ rn 00 Mc) o o�Q � > w�� \ ri op w = c j ¢ CD � o Uj 0- J - �w(D z�m� W oN I v =�F-cn w> MXd¢ Z W O w - zoo �vcn W U�az of -cc00 -_ N U U U o w p G oO�ow W OWzz z �n¢== IF P ¢Qw¢��H=-Npwp=�NZW Cn W=F- WM 0 z: WOD¢ CC Z> ~ O cN cn C N = - w oG wzXwzW'=ozo ono~ ' 12"RCP W¢ w W cn N m o o -1 ==! /SSMH / 481.3 00m>- (n ��Q¢ w 0��0 cn ¢ U) w O / Locc) ¢�g¢g�w CD w W ¢z cc)=wN=zpQ Nz�� 0C)U) / 1 U O ¢ W U W Z W d' ( i/jJZwJ�QJ �� W W- JOB � wa C�a Oc�w ¢ Ow o ¢�w� I \ w t- U ¢ w LO \\ Hcn�Ncn=Ic w�NU_x CnUOL RC0HE() <�nw¢ =w= O ocj�z ZF-ZwH-»w r-W�-¢ Ln ¢�w� W � 1 Z M C-i rri 4 U-i C6 t_� 06 cy; / U / I RD / 1 RD 00 o I8"PVC on , Ua as 0 O U V) PC U) i2 o LO r D O Ua � N �'' Ua Oa % Lu != z IO N J �0m cUj ncn2< Q � Q cc o!VS y O�>N Wo QzJIN Q J WUWN i �wrz �Od J � LL T M. �1 U u7 C7 } p �Q cm Z R* ZIK CM z W w Z O ® O It DATE: 06-20-2022 REV: 01-18-2023 REV: 01-25-2023 SCALE 1"=40' 10 OF V BRIAN D JAIIISON No. 3334 op SUR�� W N T Q ,- W Er 5Q G C15 Q Q W r U CD T Q � fr mW0 J cc - U v 0 ¢ z Z W o _fr Q U Q 0 CD _j oc� z<Q 0 O m Q CL 5 O 2 FILE NUMBER 21.2442 SHEET 01 OF 02 Lic. No. 51495 2/6/23 Ui 0 _ c� 0 0 0 > .W. U Q Z 0 > 0 (A Z 0 f Am z O U) U) a w w LU 0 0 0 >U }U O Z z �00 W U U DATE 0711812022 DRAWN BY R.vanNiekerk DESIGNED BY C. BOLTON CHECKED BY C. BOLTON SCALE 1 "=40' W CV LL Q � LU m U) a U ''LU ^ V / OLL _ o Q 0 O � JOB NO. 48033 SHEET NO. C2.1 L E WATER VAULT r\JUUIL I LUUrN I PJ14 UI JLVVLI\ LIIVL TMP 45-112G DB:5232 PG:243 N/F HG LAND, LLC. DB:4687 PG:15 DB:3463 PG:483 (PLAT) 20' PUBLIC DRAINAGE EASEMENT DB:4825 PG:147 20' ACSA SANITARY SEWER EASEMENT DB 4825 PG 147 I25' DENTENTION POND EASEMENT DB:1454 PG: 637 SSMH SSMH TOP:482.50 10: 476.60 VARIABLE WIDTf FOR DETENTI DB 1119 F DB 996 F G UP TMP 45-112B1 N/F MALLOY PROPERTIES III LLC DB:4863 PG:471 P -------_777- W " _ w co 0_W w C)H c- OH TMP 45-112D N/F SCHEWEL-CHARLOTTESVILLE DB:1089 PG:334 DB:643 PG:480 DB:407 PG:65 1 1 30 61 91 1 I RDj 1 w Z m U HP ti 1 RD RD 00 rl a I8"PVC RD \ RD co I RD o n _ I _ RD 1 BOWLING ALLEY TMP 45-112C N/F KEGLERS OF CHARLOTTESVILLE DB:996 PG:198 20' PRIVATE SANITARY SEWER EASEMENT DB•4734 PG•458 1 SDMH 10:460.77' 12"RCP / 20' SANITARY = SDMH TOP: 463.0 SEWER EASEMENT \ 11:460.45': 12"RCP DB: 3031 PG: 631 20. 10:460.41' 18"RCP SSMH, N PAVEO ROAD TOP:464.85' 11: 455.80 1011PVC 10:455.58' 10"PVC 0 �\ w \GO SSMH �d WV w 11:455.21' 10"PVC I WM `�10:455_ 07' 10"PVC `' UP OH / = I o T�- WV_.r / C� r oo ELECTRIC EASEMENT OH D6:541 PC:255 9� SD GRATE 0 GRATE: 470.2'+\- 10:466.95' 12"HDPE p� \ SDMH \ - TOP:468.1' SD GRATE 11:464.4' 12"RCP TOP:465.9'+/- SDMH 10:464.25 12 RCP 11:462.07' 12"HDPE TOP:464.80' 10:461.97' 12"HDPE 11:461.35' 12"RCP(LINER) SSMH 11:459.98': 18"RCP TOP: 467.02' 10:459.80' 18"RCP 11:454.36' 10"PVC 10:454.33' 10"PVC I 1 SSMH RD I TOP: 483.43 II: 474.73 II 41 1 41 :1 11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ •/ \ 10:474.53 SDMH _ TOP:483.05 '6 _ 11:467.9(36"CPP) 10:467.8(36 RCP) �oc� l - - - - - SDMH ,PQpRO� - - \ 482 - -� -- -- - -- SDMH -� �P 0 m - _ --- RCP 24 _- \ -- 464 APPROX DIRECTION SDMH (STANDING WATER) TOP: 479.1 11: 467.2 10: 464.0 BOTTOM:463.4 RISER TOP RIM:470.0 11: 452.8(18"RCP) 10:452.3(36"RCP) 460 456 453.6' RISER Q 13 YD RP RCP 18 0 r 464.6' / <SDMH SDMH - RCP 3 TOP:478.5 464.0' 11: 465.5(36"RCP) RCP 24 i 10:465.4(36"CPP) - / f0 _-_ - - -- J i X __ - 480. 4 CL a TMP 45-93A N/F LOWES INVESTMENTS CORP #341 DB:1573 PG:453 -1 451.0 474.0 SDMH 41 Va 0 N Q U U)Z u Ill 0 r 0 Q� !�1 a M N 2 LLI 1-0 w0 O �N Z (� Q OV/ Z C E- Lu j Q �y 0§>N OZ-jLo wo wa>a) fnUWN (3)TT w r M JLOa d% �=w U y� FnOUo Lu d J 1 W Q r Ua cr) 2 Lu W w O %O_ (L DATE: 06-20-2022 REV: 01-18-2023 REV: 01-25-2023 SCALE VARIES of `A V BRUN D JAIHSON� No. 3334 S>t� W N T Q r W cr CQ G 06 Q Q W C\jT 0 �5 T Q Er CE H m J cr O U v 0 Q z 2 OC z W o Q. Q W W Q LL 0 Q a: �Lo z�� (� '�t O O w 0 F m Q 5 0 L �- r FILE NUMBER 21.2442 SHEET 02 OF 02 i1 Lic. No. 51495 2/6/23 Lri 0 U) 0 0 W .W. _ U a z 0 in 0 N z 0 f z O H H a w w U ul 2: 2: WO O O z0. �� 1)00 W U U Ir N M W N N O N o DATE 0711812022 DRAWN BY R.vanNiekerk DESIGNED BY C. BOLTON CHECKED BY C. BOLTON SCALE VARIES 0 N LU N a (DLL Q O D�CC N N O � Q a > W\ W / t J L� LZ� Jmu)o LL1 a U 0 LL L O T- C ^ =a LL z Q 'O Q DU) o� Or^ °Z U V 00 0 T E2 LL1 0 " IL o moc C7 3 ZN o� a x o4; 0 2 3 a �m > y N {d J � :E2 0 = Ea U @ O � O N� `0 a JOB NO. 0 o N - U 48033 N C O SHEET NO. n O C2.2 N L LINEWORK ON WEST SIDE OF ROAD l SHOWN BASED ONBERKMAR CHARLOTTESVILLE Q I,�/ UP OVERLOOK DESIGN PLANS s DB:996 PGA98 0 7'- / / / ,Z,TH OF G� C / BERKMAR DRIVE THE SHARED USE PATH WILL BE / / INSTALLED IN THE FUTURE WITH THE o / / / / / (/'aa+• ✓' \ COUNTY/VDOT PROJECT CURRENTLY I \ 2 / / / / E. CAMPH� s VARIABL E WID TH R/W j l EXISTING UNDER DESIGN. THIS PROJECT WILL MATC H L I N E UP / / U L1c. No. 51495 STORM DROP INLET ro PROPERTY LINE INSTALL THE CG-12 SHOWN AND �j I UP %/ / d [� GRATE = 513.6' / / \ ESTABLISH ROUGH GRADE. W MILL & OVERLAY NEW CG-6 AT 10' ASPHALT m 1• 1. 1. 1. 1• I. 1. 1. 1• )• "gyp Z�6�Z3 15" RCP 10 = 509.2' % / OLD ENTRANCE SIDEWALK (TYP.) / / 14 / / / / / / 2 ALBEMARLE COUNTY i / / / / PORTION OF APPROXIMATE / I / ' ' / s`rIONAL 100'TAPERLENGTH 100'STORAGE / / / / / N O�S SLINE CEMETERYDB:255 MANAGED STEEP LOCATION OFIS'RWSA i / Y O I NORT SLOPES OVERLAY 555 (SEE NOTE #8) DISTRICT WATERLINE EASEMENT GUARDRAIL / 5 C' �� -- - - - _ _ ' _ LI DB:460 PG: 636 ' DB:460 PG: 638 OH 0 \UP G --� a -� a 4,. I\\\`� \ \ I EXISTING > E . ° .. ,\ \ \ EASEMENT J — EASEMENT / ��� , \ --B \ \ \ \ \ APPROX IS'ELECTR/C l CHANNEL w v E \ �B."1436 PG5;L5 D6:1434 PG:75 C('-12 / R30' ' 10' BUILDING , - 8 I .N STORM DROP INLET \ / —� EASEMENTDB 1534 PG.500Lu h GRATE = 507.95' \ STOP SIGN SETBACIZ LINE RAN TO I3E _ I _ - o COORDINATE RELOCATION OF GUY WIRES i _ S ¢ LL.a 3 15" RCP 10 = 502. 0' S1NLK `` DEDICATED _ _ o 0 ` PROPOSE b---- / AND, IF NECESSARY, POWER POLE WITH \ -----_ �} --_ t m , / � PROPERTY LINE 1 � � w O m POWER COMPANY AS REQUIRED. ALERT WA aLu °° z 5' SIDEWALK Lri - OWNER OF COST IMPLICATIONS a" o O F F I I , / /I i// 3` `` -- X LOCATION OF I / l /I I I 11 W N M a W W ALBEMARLE COUNTY `, ', \ `, 1A'$UII'DING,' \° I i � . 0' i`_. I 1l �� 'G , Z f ate+ V MANAGED STEEP SLOPES i , 05 DB: PROPOSED RETAINING \' 3 O t' x vvi SETBACK LINE ' OVERLAYDISTRICT , \ - / I , - _ �' I J Q O O / - , , \ SEE NOTE #7 _ _ _ LL w U U PROPOSED _ _ WALLS MAX HEIGHT 4' I a p PROPERTY LINE 5',_ rn \ I � x v ry z c , �( \ SIDEWALK` `�� , 202.8T I ,�/ �' / J I _ ` x v ¢ � z z m _ _ �2 25' OF CG-7; INSTALL 8" ~ m rn N 00 m \ \ 4 STORY PROPOSED HOTEL - - - - - - - - 32.33' ' \ j _ - / OF VDOT 21A FROM u V V - _ 60.67", 10,746 SF/FLOOR I/ I\ - - - _ CURB TO PROPERTY LINE a \ 42,984 GSF I \ o w II 0 IN INI ADA PARKING SIGN (TYP.) _ ° 151g` �� \\\ APPROXIMATE FUTILITY POLES WITH GUY WIRES � � I 5' _ _CG_ _-12 TYP } LOCATION OF I5' R CONTRACTOR TO COORDINATE UP U) \ ' 5- SIDEWALK ' / WATERLINE EASEII ' / / ' / I e : 4 �, Q _ e' 4,� d �, _ / I S ', / D8:460 PG.638 ALERT OWNER OFICOST IMPLICATIONS QI \ \ ` ` / I _ S 0 U.7\ Iz. \` B MAR O I VV POWERI o - - - 1.7 1 CG- I I 1u { / I --- r o _ 9 � ). . 18, (TYP )N DUMPSTER \ WHEEL STOP (TYP. &'{TYP.j--- PAD EDGE OF PAVEMENT; / UP w F TRANSITION FROM 30' OF 2U-SPACES-- -- `r1 -'P') NO CURB = a r o "- i TO 26' WIDE DRIVE ISLE \ 02 26' ALONG THIS 11' (TYP.) ` `18' dI*P. 3 I �' { "- Q O o ry TMP 45-112G \ ` _ _ _ - - LIGfiT (TYP) PARKING BAY) 'R3.5' ' g, `l p'�'.' �. I 0 G y o 0 N/F/HG LAND, LLC. — _ __-------, n DATE ---- — — r F DB: 4687 PG:15 "-- / -- ' I �` � / 20' ACSA SANITARY SEWER =/ I � 0711$12022 DB: 3463 PG: 483 PLAT O - _ _ _ _ _ _ EASEMENT CENTERED ON AS O ( ) - 26' BUILT LOCATION OF SEWER LIN I,I / DRAWN BY 9' (TYP.) 18' (TYPZ _ - R5 �' z 25' & DB 5464 PG 559 .5618 PG.73 --- � � I R. vanNiekerk KIN-- $„W za' �'`.3,,W Jj I TMP 45-112D I I -----DESIGNED BY ADA PARKING 26' I R3' ---__ - - - ''''s' (TYP.) 18' (TYPJ �\ ii �'� N/F SCHEWEL-CHARLOTTESVILLE boo, m SIGN (YYP.) I DB: 1089 PG:334 I I • C. BOLTON d0' PUBLIC DRAINAGE I 0 , • PROPOSED a DB: 643 PG: 480 r 5' I EASEMENT I _ _ _ v. CHECKED BY _ _ C C D6:4825 PG:147 PROPER LIN ._ - - --- SI EWALK ''°''' >°� /< __ ' / / - - • P2 R3b' I I I W • C. BOLTON ., �8 \\ . •. •:daa'�-- _ �5, � `------ W • SCALE R3' R3' PROPOSED R4.5 , / / I I 0 : 1 -30 R30' g' (Typ.) _ _ — — 8 KMAR HOLDINGS LLC PROPERTY LIN, G coNrRAcroR r ` 26' _ _—� _ _ -AG PROTECT SMALL �.6 -x (TYP.Y ' 26' I l / l = LP STACKED BLOCK WALL / . I _ _ TMP 45-112B 1 LIFT GATE OPERATOR (TYP OF 2) _ 6„ R10' i DURING CONTRACTOR TO COORDINATE') R1 il/ %l I PD UNDERGROUND CONSTRUCTION ti N/F MALLOY REQUIREMENTS WITH OWNER I I ELECTRIC LINE �.- PROPERTIES 111 LLC 1 6' SIDEWALKNN`CG-12 (TYP.) 8 DO NOT ENTER I / / c� HAND / CG- 4863 PG:471 /HOLE CG-6 no _ J SIGN (.t�,P )/ END n , APPROXIS ELECTRIC m ,,' I -----"-- ,' R10'(TYP) '18)(TYF�.) 6 CONNECTTO EASEMENT D6: 1534 O N I ---_ ' YIELD SI N 25' /_ /_/ - EXISTING PG: 500 m J __--- ` i I I l 4 STORY / a I TMP 45-1128 PAVED ROAD -'' 4 STORY SELF STORAGE FACILITY I � : I / ELECTRIC E SEMENT ROX 30' `, 1 STORY BELOW GRADE, 3 STORIES i l / N/F B PROPERTIES, LLC. / DB: 1538 PG: 732 `' ' O9 / i UP ., ABOVE GRADE / 110' 22,550 SF / FLOOR 0 / / DB: 4857 PG:576 (PLAT) , f 90,200 GSF / / rI I l /� PAVEMENT TO BE REPLACED v - SAINTED / I ;, , `l o,d/� ' � AFTER INSTALLATION OF � I I / LEGEND: w Y p PAVEMENT / / STORM SEWER 0 MARKINGS (TYP.) I I / STING BUILDING''�--\ --20- I / / I ' ' C , / l CONCRETE SIDEWALK \ ` / STORAGE UNIT ' ~ / 1 / H7. GARAGE DOORS (TYP) / I ,'� / I > I l APPROX 20' 205' i i l / 4 WATERLINE = I ,I ELECTRIC EASEMENT ^z - HEAVY DUTY ASPHALT ' Q O ' ' ' EAS MENT D . 460 D6:541 PG255 J LWOW i ,, / f l l - y h E PG: 638E /1 CC I / a V 50' / / J ' / SD GRATE yy LIGHT DUTY ASPHALT w Ft30' �'► �► R3Q' / / GRATE:470.2'+1- l�- / / / J o] / / J / s/ /� I / 10:466.95'12"E o / /- W Q / y /' / _ HEAVY DUTY CONCRETE A LL O CG'6T / SDMH -�� i // MILL&OVERLAY z Q AN— SI 8 S 8 SAN — " SIN ,.SAIY �,8,. A NOTE' ALL PARKING TOP'468 1' l ,' ---______ _ y�� -�/ I ~ l LOT CURB RADII ARE 11'4644'12"RCP l � O - o _ �' -' - - eH �H T - —0 1 — ��'- - - �oH oH/ n f2125' /-/ SHARED USE PATH (BY OTHERS) U G,c - _ U / / 5' UNLESS LABELED 10:464.25' 12"RCP P =UP APPROXIMATE TREELINE EASEMENTCENITARYSEWERED ON AS =l SDGRATE /o \ /, / / OTHERWISE ________ � _____ "_______ � - �' -, I ' l / j � � 1.�� � 20'SAN/TARY SEWER C---"_------ ---- "__________ , �� BUILT LOCATION OF SEWER LINE OI OG _ OI Q 1/:462.07' 12"HOPE _ - EASEMENT D8:3031 PG:631 `--"-�__-� ____ ____ p�iP "A D6:5232 PG243, D6:5618 PG:730, i A Q ' / IQ461 �W-""-- ---- --- __"-- -- - I (0 / 9T 12"HOPE / Ij l % Lu -- - -- - CURB LINE n- & D6:5464 PG • • I * UP — — ® '•Y'. ..�5 (TYP) APPROX 15'ELECTRIC OWER POLES(UP) AND v / I l EASEMENT DB: 1534 PG: 500 OVERHEAD POWER (TYP) RD RD RD ® STORM DROP INLET r l I SDMH GRATE = 467.01' UTILITY POLE WITH GUY WIRES. �I/51 / / / oN P 10:460.77' 12"RCP 12" RCP 10 = 483.34' CONTRACTOR TO COORDINATE I ' �/ { / / CH I I SDMH PAVEMENT TO BE REPLACED RELOCATION OF GUY WIRES WITH / .� { / \ AFTER INSTALLATION OF POWER COMPANY AS REQUIRED. O / I I TOP:463.0' BOWLING ALLEY STORM SEWER ALERT OWNER OF COST IMPLICATIONS / / \ SDMH 11:460.45': 12"RCP TOP:464.80' I 9 10:460.41' 18"RCP 11:461.35' 12"RCP(LINER) l l^ l 11:459.98' 18"RCP 1 11 RO ADJUST/REPLACE ALL UTILITIES IMPACTED BY TMP 45-112C 3 I 10:459.80' 18"RCP �JV STORM INSTALLATION, INCLUDING TRAFFIC N/F KEGLERS OF I '/ I / INFORM ENGINEELIGHT SENSOR OR OF ANY CONFLICTS. OPS. CONTRACTORO CHARLOTTESVILLE DB:996 PGA98 / --- "--- / SCALE 1"=30' / JOB N0. / /UP l ll 0 30, 60' 48033 MATCHLINE UP - i / / SHEET NO. c a z c L / LINEWORK ON WE T /DE OF AD ------ SHOWN BASED ON BERKMAR SSMH OVERLOOK DESIGN PLANS TOP. 527.6 UP % /0. 508.55 (8" PVC) _ BERKMAR DRIVE _ _ _ _ _ MATCHLINE �P - , F/UP It -ay VAR/ABLE WIDTH R/II v/ ' _ ` - - - - - - - - - VERIFY COVER OVER EX ? / WATERLINE PRIOR TO CUT FOR n STORM DROP INLET ry VDOT SHARED USE PATH. / GRATE = 513.6' / / 15" RCP l0 = 509.2' / / \ ADJUST SSWR TOP TOM ° APPROXIMATE PROPOSED GRADE. SEE PROFILE. OP: 524.65 LOCATION OF 15'RWSA PORTION OF LBEMARLE COUNTY WATERLINE EASEMENT l l END OF SIGNAL; GAS LINE O8. 8" PVC) MANAGED STEEP DB.460 PG:636 / J LIKELY CONTINUES NORTH CEMETERY DB: 255 AX 508. 0 "PVC) OPES OVERLAY DBA60 PG:638 / 1 ' L __________-- - ` PG:555(SEE NOTE#8) DISTRICT _ GUARDRAIL • a i CHANNEL / 011 - G - ___i - : -I \ ---\_�\' _ -\ �S APPROX 15' ELECTRIC - - - - - - OH- - - - - , ` s-' -`, - - - .3" DOMESTIC SERVICE - \ EASEMENT DB: 1534 PG:500 20' SPRINT � 20' ELE TRI ' , \ � \ \- / I EASEMENT EASEMENT - FH & 6" GATE VALVE LINE (PRIVATE) - - - - - - - - - ------- STORM \ \ DROP INLET I \ FG D8:1434 PG:75 , 90° BEND y IS l O I (2) 3" GV (PRIVATE) \ 6" DIP FIRE SERVICE_10 GRATE = 507.95' 1 II = I CONTRACTOR TO (2) 6"x4" TEES EACH WITH 4" GV, LINE (PRIVATE) 45° BENDS (TYP) 15" RCP lO = 502.0' 1 1 COORDINATE RESETTING \6" DIP TO FDC (PRIVATE) - _ YH ' Rv�� F \ ` I THREADED PLUG, AND 2" COPPER TO (2) GUY WIRES WITH POWER 1.5"/2" METER VAULTS (4'x5') & SETTERS.--- \ �} . / I I COMPANY AS REQUIRED. - _ / 11 1 I 6"x6" TEE & 6" GV W/ LID -- \ - ------ SSMH u- ----- -- - I I MARKED "FIRE'; END ` -P X LOCATIONOF TOP: 526.55 ALBEMARLE COUNTY I I ` ' 1 ' - ` a- I I / OF PUBLIC SYSTEM { --- l ll: 507.6 8 PVC MANAGED STEEP SLOPES 1 I ` I ` \ ` � •�• ��• � �• � � �� ��• /\ -_' ( ) O OVERLAYDISTRIC1i I ` II r \ \ _ .i` ', ``, \ (SEE NOTE#7) ------ -- _ _ I I / I '' 10:507.25(8"PVC) 1 1 I I POST MOUNTED FIRE 1 1 I \ DEPARTMENT CONNECTION PAS METER; REFER TO PLUMBING PLANS - � � --- � / � If \ - `, rn r m vauLr (FDC) W ITH DRIP VALVE, f COORDINATE CONNECTIONS TO ro {� 6" RPZ BACKFLOW ASSEMBLY IN rI`, �, BUILDING WITH PLUMBING PLANS - 11 11 I ABOVE GROUND INSULATED VAULT yr \ 4 STORY PROPOSED HOTEL- 1 MEETING ALL REQUIREMENTS OF, 10,746 SFIFLOOR THE ACSA AND COUNTY CODE. 1 42,984 GSF \ DIP 1 �\ �` • _ SANITARY / ` 8"x6" REDUCER & 6" GV SSWR CLEANOUT - �' I I \ l SEWER LINE up I 1 1 11 II I BLOW -OFF VALVE (BOV). SEE / ', . ,' \� APPROXIMATE li ' I DETAIL W-8 ON SHEET C1.3 11 III \ I I - LOCATION OF 15' RWSA CONTRACTOR TO COORDINATE 2" PVC DRAIN PIPE TO DAYLIGHT / 5 1 I / WATERLINE EASEMENT I I 1 11 _ DB:460PIG 636 RESETTING GUY WIRES WITH I FROM BOV METER BOX I B OL -- ���. • D6.460 PG:638 POWER COMPANY AS REQUIRED. _ 1 I ---------- WATERLINE3:8' F /I I e Y{/ 1 I\ I I DIP STUBOUT 1.7 1 A o o d �- SSMH = I -- \\ g" GV TOP: -517.5 / UP I I I ' , / V`. m ll: 506.9 (8" PVC) 8"x8" TEE `. / / .5 (8" VC) /y_ - I 10' 506 P \ 8" PVC SANITARY SEWER LATER61L, (PRIVATE CONNECT TO EXISTING `,_ ( / �` ---- C -- -" , EXISTING 12" CAST IRON "" ao WATERLINE "-"------ I' RWSA WATERLINE / G \ STRUCTURE WITH FLEXIBLE B00% - L / - - ADJUST SSWR TOP TO MAT SSMH TMP 45-112G \\ I \\ j _ _ - ' I TOP: -514.2 - ______ ZiH J N/F/HG LAND, LLC. //� II // Z I ------------- PROPOSED GRADE SEE PROFILE[. I Il: 506.05 (8" PVC) _/ l ' - \ -- DB: 4687 PG:15 / / °� - 8" DIP WATERLINE � `, \ ------ --' ""- ', � 10: 505.95 (8" PVC) l 0 DB: 3463 PG:483 (PLAT) /// I/// _� \'� � 20'ACSASANITARYSEWER _ EASEMENT CENTERED ON AS I, !y BUILT LOCATION OF SEWER LINE TMP 45-112D _ 8"x8" TEE, 8"x6" REDUCER, & 6" GV ` - - ' ' / LINE 1 / DB:5232 PG:243, DB:5618 PG:730 a 1" TAP FOR DOMESTIC SERVICE \ _ 1125°&22 5°IBENDS & DB:5464 PG559 N/F SCHEWEL-CHARLOTTESVILLE r_ _ _ PRIVATE SANITAR% / 811w, 8"W 8';W - / / I _I___________ ___' y' CONNECT TO EXISTING RWSA DB: 1089 PG:334 1" WATER METER & BOX -` _ 8" DIP WATERLINE ' \ /I / DB: 643 PG: 480 ? l ti a I MANHOLE \\ WATERLINE WITH 12" X 8" WATERLINE 1 , I/ TS&V. REFER TO DETAILED / / - _" / ___ )0'PUBLIC DRAINAGE / ��� / I �' , ; •- 1" DOMESTICS VICE ` \� / �; NOTE, HIS SHEET. DB: 407 PG: 65 W---__ EASEMENT-----,- ASEMENT / / I •� - T / v D6:4825 PG:147 / / I = I _1 ___,` .. �: l..� -.: .. :., ,.r ,;, ,;�,: �.� �,� _ __ _ ___ ------ ` / SSMH ,� LINE (PRIVATE) TOP: 512.6 6"X6" TEE, 6" GV, & FH A S .30 (8" VC) -e --- " -- --- --- --- -- --- --- � ll' S05 P •• ° _ _ _ -.` /' i I / I / 1 / 10.- 505.05 (8" PVC) CONTRACTOR T �M,iIt 4-11 1I / PROTECT SMALL 6" DIP FIRE SERVICE LINE (PRIVATE) / / , , ,r / IG STACKED BLOCK WALL TMP 45-11281 6" GV W/ LID MARKED "FIRE"; - BERKMAR HOLDING LLC ; ; DURING CONSTRUCTION ddd"' END OF PUBLIC SYSTEM �, 6 ----- l' / I / a PG _ so° BEND / / N/F MALLOY II -� 90- BEND s" I %I = LP - _ PROPERTIES /// LLC II •`, ' , - r1 , , /IJ , / PD UNDERGROUND / / / DB: 4863 PG:471 • • ELECTRIC LINE ` ONE I / COORDINATE CONNECTIONS TO \ NL %' I /� I %' / c� HAND _j , i i i i / HOLE II I m I BUILDING WITH PLUMBING PLANS (ALL BACKFLOW WITHIN BUILDING) I I APPROX 15' I I r 4 / - I ELECTRIC m I I EASEMENTDB: 1534 _ BUILDING MOUNTED FDC / / wM I Pc:Soo I m I - J ""_--------- / a / TMP 45CO -112B UP - II I APPROX30' I I;' -'- 4 STORY SELF STORAGE FACILITY I = / I Au ELECTRIC EASEMENT I I` 1 STORY BELOW GRADE, 3 STORIES /' I r l I / N/F B PROPERTIES, LLC. I I DB:1538PG:732 - ABOVE GRADE I / � /' � � DB: 1723 PG:690 I 22,550 SF I FLOOR DB: 4857 PG:576 (PLAT) / ' I I 90,200 GSF I I 6" PVC SANITARY SEWER I / _ _ ' I 1. I - LATEIRAL"(PRIVATE) ` y -- I / / l� EXISTING BUILDING l \ ELECTRIC EASEMENT SS ' ' I ' / DB.541 PG:255 NO _- ""-� / J ' II ,/l APPROX 20' / III l i O�'�510. 5; / -------- O ___ - / '' '' - - - - - r // IL 0 .65' (8"P ' l / i l � WATERLINE 01.7 (8 "P ) / ,� c i EASEMENT DB: 460 SD GRATE / `�z� SSMH I _--� y5$WR CLEANOUT / / / / �' / 'I/ _ PG:638 GRATE.470.2'+1- l - TOP: 482. 75 - ' // ll: 478.40 I I " PNI SANITARYSEWER �� 0:466.95' 12"E / / SSMH / / o - TOP.467.15 I' / (- ) i / / / ADJUST SSWR TOP TO = / LATERAL PRIVATE - - - ` _ - - % - - 1 J 11:455.21' 10"PVC /0:478.33 L--- --y--f-- ---- ---- I I -/ 455 07 10 PVC MATCH PROPOSED - I / GRADE. SEE PROFILE. SDMH 7/ 10: __ _ _ / Rq a---- IF --69.1'/-�_�L-------=-_--��--zaa.4�=--- ---, ^--- �l / TOP:468.1, / SSMH '' S33-20.45W 313.64(7) / 40 i / TOP:464.85 IF ON LINE , Sq l / / "S�IhI-� B,. SAN,-- -f,8"S L--�.'8"SAN-T -f,.8" AN- // // ', / 3 y (S / /0.464.25'12"RCP \ ` 11:455.80' 10"PVC // SD GRATE 10:455.58' 10"PVC --- ---- - - - - "1 G G - - -, 6H _ CONNECT LATERALS TO / - - - - - �� = - - - -�� - - - 0Hy- - J /O 20'SANITARYSEWER UPo TOP.465.9'+/- / x / 6 { _ - - EASEMENT DB 3031 PG 631 E - MAIN WITH SADDLES; 8"x 20'ACSA SAN/TARYSEWER _, / G / / SSMH / ----- - ______________ � .3CP ''�_, - , , &8N4", RESPECTIVELY EASEMENT CENTERED ON AS l ' � / l / TOP: 513.3 /0.461. % 7 12 H -----"- _ BUILT LOCATION OF SEWER LINE SMH / TOP' OI ~ o ll 50275(8"PVC) 9 " DPE/ /P EXISTING SANITARY DB.'S232 PG:243, DB:S618 PG:730, , / ; SSMH / �,Ij SEWER LINE & DB:5464 PG:559 /1. 500.1 (8" PVC) r 0 r l l 10: 502.55 (8" PVC) / / H _ CURB LINE OWER POLES (UP) AND /0: 499.95 (8"PVC) `A. • / I CONTRACTOR TO COORDINATE 11:454.36' 10"PVC c c , YW S (TYP) APPROX IF ELECTRIC OVERHEAD POWER AND ' v ' RESETTING GUY WIRES WITH EASEMENTDB:1534PG:500 / POWER COMPANY AS REQUIRED. 10:454.33'10"PVCDH / P - �" 1 `SDMH J RD RD RD _ _ _ _ ® _ _ STORM DROP INLET =� • •^�/ yC //%' H / SDMH /0:460.77' 12"RCP GRATE = 487.01' v, l 12" RCP l0 = 483.34 / / TOP:463.0' BOWLING ALLEY / j // \� / TOP: 6� 80' MH /O.'460.41' 18'RCP II.461.35' 12"RCP(L1NER) T 11:459.98' 18"RCP S RO U ■ ADJUST/REPLACE ALL UTILITIES IMPACTED BY I 10:459.80' 18"RCP STORM INSTALLATION, INCLUDING TRAFFIC / I LIGHT SENSOR LOOPS. CONTRACTOR TO TMP 45-112C w 2 / / l% I / I, I INFORMI NOTE: ENGINEER OF ANY CONFLICTS. N/F KEGLERS OF I ' / l l I / WET TAP ON RWSA WATERLINE 4e CHARLOTTESVILLE �$3 1,J I I DB:996 PG:198 <JP 9- I / l'-�i "" --� l l CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA FOR THE CONNECTION TO THE EXISTING RWSA 12" WATERLINE. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECTTHE RWSA 12" WATERLINE DURING SCALE 1"=30' CONSTRUCTION AND TAPPING. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" WATERLINE PRIOR TO ORDERING THE TAPPING e O / / // / / SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE / TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO THE TAP. NP 0 30' 60' \ / A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. THE 12"X8" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT AND yl MATCHLINE UP 7 _ I� TESTING OF THE 12"X8" TAPPING SLEEVE AND VALVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO SET PRIOR TO MAKING THE TAP. 1♦ 1♦ / ,� 1♦ NO PERMANENT CONNECTIONS TO THE POTABLE WATER SYSTEM ARE ALLOWED UNTIL THE NEW WATERLINES ARE TESTED, DISINFECTED, AND READY FOR SERVICE. SEE RWSA GENERAL NOTES ON SHEET C1.1. n Lic. No. 51495 Z/6/Z3 M E 0 o N � N C > E v E W Lu Q LL o 3 LL w0 m� O W L M d_j Uoo Z W w - ui O U) U) rvM �ZZ Z Z ULu 30x N ii oa �LL o 00 U) X v ry Z 0» Eva 0 rnN p . O O iy U U N M uj a�00 N M W N N 00 DATE m/1812022 DRAWN BY R. vanNiekerk DESIGNED BY C. BOLTON CHECKED BY C. BOLTON SCALE 1 "=30' Lu V Q (O V / LL. C[ 2: a- J w m Q } U) 0 J ao U W ED JOB NO. 48033 SHEET NO. C4.1 0 d 0 3 a. D a� o� �z 20 o � c T E'o a c m m OD c X w 17 3 in Z„ 0 � a F d `o2 5 Q§ n 2 Y � N X c 0.0 016 aE p 12 E� 06 a c 2c 10 a 0 �+ o m 2 �N O O c � nE E F_ L UP S BERKMAR DRIVE ii I I _-_--- --oy VAR/ABLEW/DTHR/W ` �;; --,-$20,------------ STORM DROP INLET c ' GRATE = 513.6' `S- l l 15"RCP10=509.2' ----------TC n SSA, SX6' END OF SIGNAL; GAS LINE I '--- 514.73' 515.25' y. TC 51430' ' O I LIKELY CONTINUES NORTH- \ __ `�-11 �- - O O - _ 520.81' GUARDRAIL / 7 T -- - - 516.29' - 116 N AS i 521.35' S20 " 521.40' / 512.50, 515.40 50, OH / 0 UP 516.65' 9 .. h1 / �! �...�d 1 `20' /N EASEMEN 5181 I > \ s ^ 517,' � `y "� _ STORM DROP INLET M o O 516.50' $ S - 518 GRATE = 507.95' x 1 3 7g- 7) "e' S \ �� 15"RCP 10 = 502.0' S09 51 3e S 7> 51� ` J \ 168 - 526 -I RV_ o Q 510 516 �� �� \ i'" I -524H I Jr / i S� 61g -. 164 515 \ 170 - - 152 522 A 6 0 162 1 154 -' 166 6„X�„ WYE \ DOWNSPOkfT-(TY m REFER TO ARCH PLAN 148 FOR BOOT DETAILS 4 STORY PROPOSED HOTEL � \ 114 ' 1 Q ' 10,746 SF/FLOOR ENSURE POSITIVE DRAINAGE 132 42,984 GSF 144 I\ ` TOWARDS YARD DRAINS / `N FFE = 514.2Q • S Oa SEE SHEET C5.1 - O E ',' S , I , 1 I2"X4 APPROXIMATE ---'- h- _ > --- LOCATION OF I5'RWSA I 114 6 / WATERLINE EASEMENT .`, DB:460 PG: 636 142 514 �) / _ D6.460 PG 638 0- G "+"� 136 138 - 516 )� I x GRASS p iDRAINAGE \ \ 513------------------ TCs.o8' DITCH _ _--' , - - - - / 1 EXISTING I2"CASTIRON _________________ - I', RWSA WATERLINE SQF I C7 � S - ' I.44 I I - /'b°�° _ 498 � _ --- I J - - 513 ' i - TC N TC _ - ----- SOii i 00 I 508.56' \ ° - - '`\ , , 515.71' ➢,. 20' ACSA SANITARY SEWER o GRASS N TC - _ � 5,4 88 EASEMENT CENTERED ON AS x DRAINAGE � 07.93' \ i - - 10 N BUILT LOCATION OF SEWER LINE DITCH ' \ \ \ 3 - - _ ,Sj� - 'TC 5`3.12' I1 I D6:5232 PG:243, DB:5618 PG: 730. tS S 1 - ' - S �j `� & DB: 5464 PG: 559 - 0 O W`� o�d� - - _ �ro 112 _ _ S08 So TC y 8"W �' � �'8', boo, 128 504 505 'T PUBLIC DRAINAGE �� I 506 EASEMENT - - - - 1 .' D6:4825 PG:147 - 129 & .t.. L0 4 A - T-- ------ C v � � ��`_ �� S�O � TC �I G +oO 1- 4' o ,`-_-H _-_�_�t_-_ -- TC D A O 'n i�p ,' LO 10+50 1000 --- TC ---- �08.61' , i' / 1 l G 6•' 507.33'UPD TC , ' _ 506.))))1 , iI r l UNDERGROUND x 502.99' 1 . ,- - •' \ 50? ' TC TC 511.90/ ELECTRIC LINE o FFE = 506.43 SEE SHEET C5 1 TC TC , o0 0 I% / I ;' l HHAND OLE N - II I 507.50' 507.67' TC co TC APPROXIS m Q m O i' _ - - _ g98 517.49' / 507.51' , i 1 I ' ELECTRICLO / I EASEMENT DB: 1534 O ! PG 500 I ' y / APPRox3o' T 4 STORY SELF STORAGE FACILITY I/ ELECTRIC EASEMENT `� ` 1 STORY BELOW GRADE, 3 STORIES DB: 1538 PG: 732 1 $�� ABOVE GRADE ` 22,550 SF /FLOOR O+' 90,200 GSF ' L u 1 � ) i �� Tc BFE = 495.43 moo 498 BFE = 495.43 I / / p r ,zs D,OWNSPOUT'(TYP); I 510 .72' i''I 11 / tiv� / ISTING BUILDING I- - F Rpn ER TO ARCH PLAN 90 _ _ _ _ / FOR B09t DETAILS / rC ' 90 N - TC 496.36' i / 496.40'% ,C u� h 51L01' aR--1 / 495. 1' ' ,`�i. TC i�r I APPROX 20' - TC 495.93' 496 511.03' p 495.85' > 495.40' 6b 495.40' / 495. ' , , 124 I I , <p WATERLINE c , EASEMENT D8: 460 1 Q Q ' NJ0 �6 6 / r ' Z PG: 638 r' l - a - 13 v $�yYq+00 N i TC L`" ' TC 495TC W `3 106 495 rCass.ls' \ ' .48' 495 -: 495.16' ass.aB' TC 495.16' 119 122 / 511, o 501 c' TC / 12 r � � S I � , 478 --__ -- - - \ .• SIN 503 505 50� /510 � c� ; _-- '�, ^Oh �Fi--'''---T'-�C7Ffi1--- hoo - ��,-----SOH OM5p9 _ o UP ,;G UP L APPROXIMATE TREELINE 20' ACSA SANITARY __------- - ____-- - ;3CP ,' 4g _ - EASEMENT CENTERED ON AS T _ _ - _ - - O BUILT LOCATION OF SEWER LINE i l 80 _---- ---- ________ 100 - -- 486 dG _ 104 �; D85232 PG2 _ _ � ""--�__-� ____ _. ___ - CO 43, D8:5618 PG:730, , �� � / _------_-- ------ ul 'P & DB:5464 PG: 559 , O ' l _- - CURB LINE ® �07 03 S (Lyp) O� APPROX 15' ELECTRIC OWER POLES (UP) AND l • /� I i l / - - - - - - - � 102 EASEMENT D6:1534 PG OVERHEAD POWER TYP ( ) RD RD RD ® STORM DROP INLET = GRATE = 487.01' y 12"RCP lO = 483.34' 0 / BOWLING ALLEY NOTE: REFER TO SHEET C10.1 & C10.2 FOR e = / j / / / ROAD PROFILES. FOR ROADS THAT ARE P PROFILED, CENTERLINE GRADES MATC H L I N E UP $,�^ U I / SHOULD BE BASED ON DETAILS SHOWN `/m . IN THE PROFILE VIEW. ROADS SHALL mm GENERALLY HAVE 2 /o CROSS SLOPES. II 0 1 - ZTH 0 1510y / / CAMP�H� M AT C H L I N E UP - �,� + 'UP Lic. No. 51495 �� m/mom OINVAL LOCATION OF 15' RWSA APPROXIMATE t ' r ♦^' / I l WATERLINE EASEMENT / r DB:460 PG:636 Sp DB:460 PG: 638 > 4 1 / h i M E p ro O u i I I N C I 'EXISTING > E l CHANNEL v E APPROX 1ELECTRIC 5' EASEMENT DB: 1534 PG500 O w H w > 3 _. %It U. o 3 CC / r , I D LL n w0 m,� O 15 W _1V°o L M Z -Lri O dZ Z 30,Q n w 00 LL "_ 0 u u r \ oa L n= N N Z rrrr r r � � U) VAULT ' l ° ry � M � 00 I h �F- I5U0 S - / O cD 0 � o I I / I ' UP > w N N w U cs O / 49 495 z o ( ./ • in DATE i0/ //49 ------ 0711812022 0 DRAWN BY R. vanNiekerk ! 4� /l - _ DESIGNED BY '4 2 / / ti • C. BOLTON 4 8 • CHECKED BY / ______ • C. BOLTON W _ � • SCALE CONTRACTOR T / _ ' • PROTECTSMALL STACKED BLOCK WALL 2/ fs4 T - e • DURING CONSTRUCTION N / • �g2 482 PVMT/ I ' h /482.63' / / PVMT / 481.69' /480 - I WM UP-- 478 ui 16 W a Wrn ELECTRIC EASEMENT 4^4 'y - l / LLI V DB:541 PG:255 / lt'' J Q a Z SD GRATE / �2 L GRATE:470.2'+1- l - � - J m 10:466.95' 12"E 2 / w < C) °O C,6 SDMH 4 0 ? �/ TOP:468.1 l Q O z 11:464.4' 12"RCP l _ U 10:464.25' 12"RCP l /IA6 SD GRATE TOP:465.9'+/- 20' SANITARY SEWER 1I:462.07' 12 "HDPE / _ - "r � EASEMENT DB: 3031 PG:631 w 10:461.97' 12"HDPE/ / �� UP G G\ P H G - 464 - 1 SDMH OH O.' 60.77' 12"RCP - i / - oN / SDMH TOP:463.0' SDMH / l 11:460.45':12"RCP TOP:464.80' / 462 10:460.41' 18"RCP 11:461.35'12"RCP(LINER) 1 /� 10:459.80' 18'RCP us O v ADJUST/REPLACE ALL UTILITIES IMPACTED BY STORM INSTALLATION, INCLUDING TRAFFIC LIGHT SENSOR LOOPS. CONTRACTOR TO INFORM ENGINEER OF ANY CONFLICTS. O$3 JOB NO. �P 48033 SCALE 1"=30' SHEET NO. 0 30' s0' C5.0 c a i c 0 d 0 3 a. 0 a0 o 0 dZ 20 o� c �- E o a c m a0 Oc C7 3 Z Z m 0 � a �8 2 6 `� Q§ o. d m 2 Y � N X c 0.0 � ? 12 c E `o 8� 0� a c �a 10 a 0 2 �N a 0 c 0 m nE �E L E 010.3T p 518.39' '1 \\ � 1 \ D 518-� 5-0 0+50 \ \ \ 168 4!'VV D 516 \ W 4"W 515 1 1 1 1s IW 6•• _ 6"W \ \ 5.50' 6"W S„W6•,W RMAI \ \ 1 162 ` ', 1 513- \ 513.70' SWK 516.49' \. \ SWK 516.01' ` SWK 513.92' SWK 513.92' \ t� 10' '1 \ SWK5 6.09' ° ; d '`I d d \` ° d d d 1 SVJK 516.69' 11 516.00, , `, ` SWK 514.00• SWK 514.00' �d 51625' ` 516.00' 1 1=j TW 518.00, . -------- _ TW 522.50' - BW 518.70' I TW 522.50' 152 �BW 518.70' 513.70' VK 514.03' v SWK 51NO� D t> TW 517.50'- � 1 ✓VK 514.16' FEE:514.20 SWK 514.16' \ L \ 1 1 166 I \ \ 1 1 1 \ 1 1 1 1 1 \ \ SWK 514.11' DII 5' SVW 514.16' 1 1 O \ SWK 51424' + I' `\ SWK 513.85' � ` FEE:514.20 ------- 1 - - _ I ' ` SWK 514.16' 1 SWK 514.06'IV A IF Lar 1Air A 1 O 1 \ 1 \ 1 d 1 1 1 \ 1 1 \ C 1 1 \ C 513.00' 1 \ 1 `� I I , _ ° S 1 ' 1 -- -SWK 514.16 72 1 I , S�q SWK 514.16' FEE:514.20 SWK 514.09' 512.50' 513.50' ---SWK 514.09' SWK 514.04' 514 SWK D SWK 513.59' 512.00' I - _- c ... SWK513-59'n �_ 514.04' d t° D i TC SWK 511.69' I II - `. TC ==7� TC_ SWK 0 SWK J TC 514.00' 513.96' 513.51. 513.51' 513-96' I+ i ' 511-08' 1 \� .._ •-___PVMT.__ ____ PVMT 136 513.51' "--_ - 513.51' ,-"- \ 21I(1 co 1 I TC \ ' TC `1 510.43' \ 09 \ 0D 5 0.0T PVMT P\fMT-) \ v 513. 9' 513 19' 513 --------------------------------- I i 1 / 504 I 505 506 I 7 TC' TC � 506.30' 506.37' S 506.45' SWK 504.89' SWK 50621' TC 50674' TC a a° d "d ��' ° D / - dS 506A1 , D ° - o a 506.34' 504.81' .� .I1 p' , a D / C -`r- b Tc TC �. ` 111 PVMT 505.70' TC 3T 11 / 506.05' PVMT5057T d I / TC 504.43' Tc . 506.20' P 50 50629' - TC 5042PVMT- 0' 505.33' �\ TC 507.55' ITC 507.45' TC 507.39' 129 III\ �jj TC �6`98` I TC 506.77' TC 506-86' TCTC 506.9N4' 506.90, 11+00 _ h � 6"W TC PVMT PVMT TC TC TC 505.93' 504.84' 505-93' 505.43' 505.50' L505.93' ' SWK 50629' SWK 505.99' TC 0 0 i SWK 506.40' 506.60' I , FEE:506.43 FEE:506.43 SWK 506.10 � rI SWK ' - I / _ 506.05' 1 - J 150 I \ \ 1 I \ I \ I \ - \ \,�524 �`, TW 522.00' 522 \ , BW 518-79 TW 517.50' -BW 513.70'al 5 7 I I TW 517.50' BW 513.70'- A-517.00' SWK 51 -- - - -- SWK514.16'- FEE:514.20 SWK 514.16'--\ 14� I S 13.82' -SWK 513.90' 7W -51320' I ° 1370' � I 514 ° SWK 514.90' 142 v I / DSWK 514.85' I / p / / TC / 514.91' --138 --- / -- -- - 3 . 4 I TC 514.76' Tc 51 I 5t5.78' / 0 PVMT / 513.92' / Tc 519.26' ------------/--- � ---- TC 116 / -- ______ TC __ _ TC SWK T / S)�---------- C ------- S ------ _ 517.40' / .63 5190 - WK 518 518.70' SWK- A -- ---°578.20'. 0' _- 517.80' 517-45' °oo '--// _ o SWK p °° °° tl\. ° 518.13' D ° _ o / °o o° SWK SWK SWK � ° a S o. 518.70' 517.80'577.30' _ 799" o0 SVWVK51T SWK SWK 517-94' 518.14' SAW Tc 517.35' TC 518 05' 51 517.80'- TC �` 518.64' TC 517.80' SWK°- J 517.56' - Tc518.55' 517.30' TC `\ / SWK 518.31' SWK / 517.64' D 518.39' D � d � D $76 $7) Tc ` \ 517.32' \ �` = 513� 6,79 ° SCALE V=10' 10' 20' Lic. No. 51495 Z/6/Z3 ^� E 0 N OV N � > E w v LL IL LL � W 0 R ¢Wj UOMo Z O V7 V7 F F 0LU NN a z z C7 W N M "'I W W cif 30x uu J Q W 0 0 Q ? p U U = V > N 0 Z Z vi I�-I N 0)W Q Q % % M Of d � OJ J to H ui tY O x co 0 x W W N N 2 Q M O Q NO z 0 U) DATE 0 0711812022 } DRAWN BY R. vanNiekerk • DESIGNED BY • C. BOLTON • CHECKED BY • C. BOLTON SCALE 1 "=10' 0 LU 1■1� a 0 a W Z LL ag C) J ED Wad LL Q O LU JOB NO. 48033 SHEET NO. C5.1 ii c a z c L 20' PUBLIC DRAINAGE EASEMENT W' DB: 4825 PG: 147 Z \ \ 20' ACSA SANITARY SEWER SSMH ASEMENT CENTERED ON AS TOP: 482.50 J BUIL LOCATION OF SEWER LINE 10: 476.60 D8: 4825 PG: 147 / 1 N V O L O VARIABLE WIDTH EASEMENT r FOR DETENTION POND Q DB: 1119 PG: 577 DB: 996 PG: 200 _ \ I � i \ (UE. j :11�c. 95 SSMH TOP: 527.E ONVAL c� /0: 508.55 (8" PVC) 25' DETENTION BERKMAR DRIVE �/ l � I m POND EASEMENT-,-"l / ID61454PG637 -ay VAR/ABLE WIDTHR/W ��' ---------------- RESHAPE EXISTING V-DITCH TO HAVE I O u \ A 2' WIDE BOTTOM; LINE CHANNEL O I O ET \ WITH RIPRAP; REFER TO TYPICAL O O O 9 9 2, \ CHANNEL SECTION ON SHEET C6.3 \ ono yG4 G4 TREELINE / 0 G p N N � VACATE EXISTING m ¢ 0 GUARDRAIL EASEMENT TOP. 524.65 n v E l l E D OF SIGNAL; GAS LINE ' S0$.15 8°PVC) 2 w H W N 3 l L ELY CONTINUES NORTH /0: 508.0 (8" PVC) ¢ U o 3 LL_ W O IF UND i5AS LIN f6 d L_uj V moo z If \ \ \ \ \ \ \ \ \�. M d z z II APPROXIMATE/ . UP .. \ \ \ \ \ \ \ \ z f i V V � � 20'SPRINT 20'ELECTRIC 8 \ \ \ \ \ \ \ \ \ \ §i O V) x U) � � EASEMENT EASEMENT / -��_� B�64 \ \ \ \ \ \ \ \ \ \ - < W 00 RD RD DB: 1436 PG:555 DBA434 PG:75 0 (> (> I m PROPOSED RIGHT OF WAY LINE 3 0= ry z Ln I y. 0 \� - 2 V > 00. z z 2 I PROPOSED RIGHT OF WAY LINE �� ARv�OI I ~ c ^N„ _ Z) O I W �WMH I \ \ 20' ELECTRIC N nO1i W 00 00 / VACATE EXISTING i I r) ,+ I ASEMENT v M I DRAINAGE EASEMENT R' W I I I SSMH D6:1377 PG:367 00 I TOP: 526.55 -- I I I I //: 507.6 (8" PVC) 2AS PRINT WATER PROTECTION ) III I : 507.25 (8" PVC) DB: 1379 PG:658 Ln MENT ORDINANCE BUFFER GIS O = I I VARIABLE WIDTH EXPANSION TO p m ^ = SANITARY SEWER EASEMENT BASED = \ WORK WITHIN EX. z 4 STORY PROPOSED HOTEL I / ON NEW ACSA REGULATIONS. EASEMENT FOR m I DETENTION POND, I I 10,746 SF/FLOOR I I "DIP 1 w/ DRAINAGE 42,984 GSF ! I) I I SANITARY SEWER LINE EASEMENT I SWM FACILITY 0/ w c� m l APPROXIMATE w F r4 LOCATION OF 15' RWSA = Q , p I I I \ I RCP 24 I TMP 45-112C _ � I RCP I � X APP OX DIRECTION - I i KEGLERS OF 0 I CHARLOTTESV/LLB I DB: 996 PG:198 111 ` I I I 20' ACSA SANITARY SEWER I EASEMENT TO BE CENTERED ON 1 AS BUILT LOCATION SEWER LINED6:4734PG 4:58 X PRIVATE + I DRAINAGE I 1 I boo EASEMENT IA I SSMH �rn I TOP:483.43 oz 11: 474.73 rnj 11 I 10:474.53 I � 1 I � 1 I A 1 SDMH (STANDING WATER) I TOP: 479.1 j 1 11: 467.2 482.82V 10:464.0 0 `\ BOTTOM: 463.4 = y� SDMH Z TOP. 483.05 a / ®I Ap /P 467.9 (36" RCP) o - /0.- 467.8 (36" RCP) v SDRISER �1�'A APPROX 15' m / MH � / TOP.' 478.5 TOP RIM: 470.11 n ELECTRIC m X / -� EASEMENT DB: 1534 = / 11: 465.5 (36" RCP) ll: 452.8 (18"RCP) O PG: 500 m /0: 465.4 (36" RCP) /0:452.3(36"RCP) I 482.661' 1' APPROX 30' I ELECTRIC EASEMENT DB: 1538 PG:732 1 W _ 20' PUBLIC DRAINAGE EASEMENT ' J DB: 4825 PG: 147 20' ACSA SANITARY SEWER SSMH ' 2 I ASEMENT CENTERED ON AS TOP: 482.50 U IIL LOCATION OF SEWER LINE 10: 476.60 ' DB:4825 PG 147 TEMPORARY CONSTRUCTION 0 CC EASEMENT (OUTSIDE q G-, PERMANENT EASEMENTS) 0 SSMH TOP: 482.75 11: 478.40 VARIABLE WIDTH �10:478.33 25'DETENTION ' EASEMENT FOR \ m IPONDEASEMENT DETENTION BASIN \ - - DB: 1454 PG. 637 j01000 000000000-u W WWWW �_W WW "S'p- b 0 0 0 9 0 0 0UP W W W w G W W W W n7 W W-W W CURB LINE ® W I APPROXIMATE TREELINE - - - - - - - - - i I -- ----J RD RD RD --� -- II RD RD RD / 2 BOWLING ALLEY I I I � I WATER PROTECTION 1�_�RDINANCE BUFFER GIS r I i I / WATERLINE EASEMENT Q O N / ) / DB:460 PG:636 DB:460 PG: 638 z0 SSMH ; DATE TOP: -517.5 0� 07 18 2022 /1: 506.9 (8" PVC) 0 10: 506.5 (8" PVC) } DRAWN BY IF / I EXISTING 12" CAST IRON R. vanNiekerk S RWSA WATERLINE I I SSMH DESIGNED BY TOP: --514.2 • /1: 506.05 (8" PVC) • C. BOLTON 20' PUBLIC VARIABLE WIDTH (20' MIN) ACSA /0: 505.95 (8" PVC) DRAINAGE •• UTILITY EASEMENT AND 2O'ACSA SANITARY SEWER • CHECKED BY EASEMENT ASCA/RWSA ACCESS EASEMENT EASEMENT CENTERED ON AS • nl BUILT LOCATION OF SEWER LINE C. BOLTON DB:5232 PG243, DB:5618 PG: 730, $ W Sq6 5q'?2:14 q $ $. & DB:5464 PG:559 • • SCALE 1 "=30' PRIVATE • k DRAINAGE EASEMENT // / / SSMH TOP: 512.6 k - VARIABLE WIDTH PRIVATE �/ ll: 505.30 (8" PVC) WATERLINE EASEMENT10: 505.05 (8 PVC) k VARIABLE WIDTH •� � / / x 20'PRIVATE PRIVATE ACCESS / / cm G k O SANITARY EASEMENTS / / a pG EASEMENT 6' I / It = by k I k k l PD UNDER GROUND ELECTRIC LINE k k k I I I l HAND HOLE W \k k 4 STORY SELF STORAGE FACILITY x 1 STORY BELOW GRADE, 3 STORIES x ABOVE GRADE / k k x 22,550 SF / FLOOR / 1k 90,200 GSF I I ' / l 1 ^ � / ISTING BUILDING $.� J GOD Z k / c P� (Wu a W LL x SS / / y / SCALE 1 "=30' �+ O w OP: 510. / l APPROX 20' ' ^ k ll. 0 .I (8' P ) l WATERLINE O 30, 60, z Q �n EASEMENT DB: 460 p 0 1. 7 (8"P ) / / = 0 PG:638 < O w k TEMPORARY CONSTRUCTION / / '' / u EASEMENT (OUTSIDE kk PERMANENT EASEMENTS) / J / / LEGEND � L.L x _ - _ - _ - _ - / I / ItEl UTILITY EASEMENT W G/ I ED f 8 vSAN =�-v-- wf SAN W / v- 8" SAf�iv- f 6" S ,� W �, W '� ,� W W y / STORMWATER FACILITY EASEMENT AFT- - APPROXIMATE TREELINE 20'ACSA SANITARY SEWER w W UPo l l / G //6 SSMH DRAINAGE EASEMENT EASEMENT CENTERED ON AS SMH / / 0/ / TOP: 513.3 BUILT LOCATION OF SEWER LINE y I ll: 502.75 8 PVC TOP: 0 . / 0 (� ) D�a= EXISTING SANITARY D6:5232 PG:243, 06:5618 PG:730, O O O / 10: 502.55 (8" PVC) ® PUBLIC DRAINAGE EASEMENT SEWER LINE & DB: 5464 PG: 559 11: 500.1 (8" PVC) O O //////��� / PJ - n� 10: 499.95 (8" PVC) APPROX 1ELECTRIC OWER POLES (UP) AND 5' EASEMENT DB:1534 PG:500 OVERHEAD POWER (TYP) PRIVATE SANITARY SEWER EASEMENT - STORM DROP INLET 20' DRAINAGE GRATE = 487.01' EASEMENT 12" RCP 10 = 483.34' PRIVATE SITE ACCESS EASEMENT /� /O / // ■ PRIVATE DRAINAGE EASEMENT - O PRIVATE WATERLINE EASEMENT JOB NO. 48033 w / / / / TEMPORARY CONSTRUCTION EASEMENT SHEET NO. W / / C7.0 c a i c L F- \\timmons.com\tgts\300\103\48033-Berkmar_Self Storage\DWG\Sheet\CD\48033-103-C8.0-STPR.dwg I Plotted on 2/6/2023 5:56 PM I by Campbell Bolton 0� Cn-0 A Z Z �Cnr- 0 n cn O N 0 0 J N J z + O o Ooogm2m jm-Orr/ z m�gy -m � IT Ffnm�v 47119 M c z Fn 0� O =�0cin Dvrnm�- r N Co D D ++ mz� p -'vim c 0 55 r Z O 0 x mA0 N Cn 00 D z 0 r r v O m !? oZ C 3-1n Ch IF o CD I A � (a �cm o c o 00 UJ o u' + r� 0TOP 506.53 0 0 X_ IT M 22 N cnnZJ n ^ + M IT J J VD II II T �o O o 0 ON 0 0 r mIT 0 116: M - .116 v STA 17+03.52 N $ TOP 517.63 o INV IN 513.39 (117) INV OUT 510.21 (115) INV OUT 510.70 (EX8) 118: DI-3B 4 It Throat STA 17+64.04 TOP 519.30 INV OUT 514.00 (117) N 00 + Cn O O co + ^ P cn Cn () J Ch < x0 IT +112: DI-3B 4 ft Throat `+° N ni 0 STA 14+65.41 0 INVINN 498.45 (113) DD 506.53 INV IN 499.43 (129) m INV OUT 498.35 (111) _ V / O II II Cq + 4 Tcn oIT Wio O J Ch J o N O 0 2 m0 O N O) co Ice) Cn i7 r, O o > D o m !!� .11 li- Ln z O J 0 < 110: MH-1 N z oo STA 13+45.92 IV o to to TOP 502.11 (n 0 D J < INV IN 494.48 (127) O (n Lnn 4 + A m� INV IN491.75(111) ��0�K_ N O INV OUT 490.75 (109) oA 00 ,M O mm II II Cho J 126: DI-3A STA 12+86.34 + + TOP 510.72 N o o INV OUT 499.08 (125) 00 J Ln J (71 + O CT � r O o O Ln � O ,T7 O �1 r m Cn 0 D IITTI o THIS DRAWING PREPARED AT THE TIMMONS ROUPt♦ • •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE �1y��a M • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 �Gj o� TEL 434.296.5624 FAX 434.295.8317 www.timmons.com ti N b, r IR mom x BERKMAR ELF STORAGE m v \ DATE REVISION DESCRIPTION o S S O RAG x M 10.13.22 COUNTY COMMENTS GCn m m n O m p y 02.06.23 COUNTY COMMENTS O Z W o COUNTY OF ALBEMARLE, VA U1 m y v y m z N v m O w STORM PROFILES cVi� o c°oi� � C�-I o c`Oi� x_ OTm� tM � J m�N m=�A n O IT �i-n Cfl�'nl � rnll�ll m G) 488.7 D � 488.75 o T 104: MH 1 STA 10+ 4.97 � N rn m TOP 48 .00 = � � INV IN 4 2.67 (EX66) INV OUT 481.06 (103) 2 k � v O ib w A k CA o vODi o vOi f0 O O B O ^� O J O CT O O 5� C � O Wzm n 0 � 501.7 J (IJ 1`CC]J\ (�fr A A A � C11 r�J� O fOJi O COTS 494.1 502.11 As� O �� � s stiQ o mZ •��oA� zp�N o G�yau O� J co0� N O A(T N m O OOA �' � m J v N oAo .06 .06 o 0 CT O CT O tl1 �I W OAO V] O O O Cn O CT O Ut O CT O fT O m r 481.8 100: ES-1 for 36 inc Pipe � STA 10+00.00 O � n z � TO 483.25 � - m x (�rno \ INV N480.00(101) p�v0 _�J �vrm v In"-1 Oz�� m TOP 487.20 INV IN 480. 1 (103) t� o INV OUT 48 .61 (101) 1 4: MH-1 489.4 ' :I � m � \ TOP 488.00 IN IN 482.67 ( B) / I V IN 483.05 (1 5) IN OUT 481.06 ( 03) m � 489.E � ' r" J 106: DI- A 494.90 o p - y / STA 1 T a m z � NOVPIN98775(107) INV IN 87.57 (119) o�� \ � z INV IN 91.90(179) 490.1 cn O1 N cc'n- o INV OU 487.25 (105) 496.27 z O 108: DI-3B 6 ft Throat O � m STA 12+09.54 � � \ TOP 497.05 � A \ INV IN 489.39 ;109) '- O � INV OUT 489. 9 (107) 495.8 _� O \ 499.90 x ��� A o��0 � / Op °mo 493.1 m - 502.89 � m � z O 494.2 110: MH-1 STA 'F TOP 502. 1 502.51 INV IN 4 .48 (127) INV IN 491.75 (111) INV OUT 90.75 (109) � � z 497.1 504.78 �� \ � OT aQA o� O o \ 501.2 505.77 o 1 S 2: DI-3B 4 ft Th oat A 14+65.41 m \� INV IN 498 45 (11 ) 503.2 I V IN 499.43 (12 ) 507.26 J �A ��OOo � n 503.1aco�D $. ap p rn -n / r. - � (� Ozm 508.86 502.6 512.11 � - roa e STA 16+0 .71 \ TOP 512. 5 INV IN 50 .53 (115) INV IN 50 .19 (131) 507.3 _ \ � 0.43 (113) 516.02 \ �s \ 2y.,•6� S VNV D �'y�� ��oyQ.o,c Oc00 �% 515.4 � � � � o 517.58 � om��c> \ mOA�� cJiro --I 518.3 yZmoc� �z OD��O ;vD0 518.99 \ zzcn?� A A A A A cn CT CT CT G1 G1 O G1 O U1 O V7 O V7 O a0 co O O O O J o cn o cn o cn o 489.9 106: I-3A STA 11+47.89 \ TOP 95.16 A \ INV I 487.75 (107) _ \ INV I 487.57 (119) � � INV I 491.90 (179) 495.2 � INV T 487.25 (105J ^� l/ � �oO J '/� L7 amT \ 498.E � \ 120: DI-3 STA 11+0 .00 \ TOP 495. 6 m INV IN 48 .67 (121) v INV OUT 89.57 (119) o ���J O 00 \ 501.8 gv�J vm \ sm0 o� \ mz 505.8 O 122: DI-3 6 ft Throat STA 12+ .00 P � TOP 495. 6 � INV IN 49 .77 (123) o O � w ` INV IN 49 .91 (181) m � \INV OUT 90.67 (121) 506.9 Q,oO,c, 0 A W A W A O A O Gr O Gr O Gr O cn O Cn O (T O These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 520 116: MH-1 STA 14+01.19 TOP 517.63 INV IN 513.39 (117) INV OUT 510.21 (115) INV OUT 510.70 (EX8) 520 114 515 TOP 512.65 515 INV IN 500.53 (115) INV IN 505.19 (131) I INV O T 500.43 (113) 112 110 TOP 506 53 510 TOP 502.11INV 510 INV IN 494.48 127) INV IN 4 9.43 (129) INV IN 491.75 111) INV OUT 498.35 (111)INV /V., OUT 490. (109)STR. 110 A D THE EXISTING505 GRADE 505 UPSTREAM S(STEM WILL BE INSIALLED 06 �QOp°�° IN THE PERMANENT / y� 0 V ALIGNMENT / (� 500 "'• �- 500 C'i 0) TEMPORARY a z // 113 PIPEAND 0> 141.29'O STRUCTURE ~ z 24" HDP 1.40 495 � 495 11 OF 19 fJNOQ�o LT 490 490 24" HDPE @ 1.00% 485 485 480 480 CD V Ch C") M R R OV h b Q) 9+50 10+00 11+00 12+00 13+00 TEMPORARY PIPE INSTALLATION HORIZ SCALE: 1 "=30' VERT SCALE: 1 "=3 14+00 14+50 MANHOLE LID TO BE PLACED FLUSH WITH EXISTING PAVEMENT; ELEV. NOTED IS APPROX. ¢ ? 0 L _ Q m^X N W W w 1 0 2 N 7 Q N N O 22C O CO O(O C7 O V 0ovZ-O 0Q��2 �Qo j o Qa-> Wh�Z oHOZ?Z N rn i-- 470 - CfL11 X12 EXISTING STA 10+81.60 GRADE rOP 463.00 IfVVOUT460.41 465 465 460 460 EX11 EX11 44.370, 37.23' F 18" RC 18" R P @ 0.53 0 @ 0.5 455 455 EX. CROSSINGS NOT SHOWN 450 450 (EX I I B) 9+50 10+00 11+00 11+50 EXISTING STORM RT29 PROFILE 144: 12" Basin - Dome Grate STA 12+48.86 TOP 513.60 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 H INV IN 509.60 (145) .o M INV OUT 509.50 (143) U') 142: 24" Basin - Dome Grate 132: MH-1 ran M STA 12+33.83 STA 10+40.52 c N m o °' m °4 TOP 513.60 TOP 513.61 10 N 0 � INV IN 509.35 (1 IN 508.35 (161) 00 N H 0 INVINV INV IN 509. (1 ) INV IN 506.51 (133) LO Z O INV OUT 509.25 5 (141) INV IN 510.75 (177) Q o Oj INV OUT 506.00 (131) U) F ? z 140: 12" Basin - Dome Grate STA 12+12.10� 525 TOP 513 60 146: 18" Basin - Dome Grate STA 12+68.01 TOP 513.75 INV IN 509.89 (147) INV IN 511.42 (159) INV OUT 509.79 (145) Ei I11 m Cl) 2 N L H O C r U� mC!LO m M n V M + CMF oC'jvZ) O $Q0> coOz- 490 o Cv� ro u° a0 FZ 485 = nLOv °i v 485 �Z O z RESTORE EXISTINGN GRADE OF ASPHALT DRIVE:/ AFTER PIP INSTALLATION/ 480 / 480 OF! co 475 2 X - h 00 475 N Lorna(0v / o+(0aZF / 0aZ O oH0>z> / 470 N UI 1-- 470 465 465 460 460 NOTE TO CONTRACTOR: EX. SANITARY, WATER, GAS, AND ELECTRICAL UTILITIES IN THE VICINITY OF SANITARY CONNECTION TO EXISTING STORM PIPE. VERIFY CROSSING DEPTHS OF ALL CROSSINGS PRIOR TO CONSTRUCTION AND ALERT ENGINEER OF ANY POTENTIAL CONFLICTS. 455 455 ST L I 10+34:14: SA ITARY CROSSING STA 10+16.96: GA LINE CROSSI qG (UNKNOWIS SIZE AND DEPTH) 450 ST, 10+13.54: OV RHEAD POWER 450 9+50 10+00 148: 12" Basin - Dome Grate STA 12+88.03 TOP 513.25 INV IN 510.19 (149) INV OUT 510.09 (147) 150: 15" Basin - Dome Grate STA 13+02.53 TOP 513.25 INV IN 510.43 (151) INV OUT 510.33 (149) 525 IISIV IN 509.03 (1 1) INV OUT 508.93 (1 9) 152: 12" Basin - Dome Grate STA 1 +21.64 138: 12" Basin - Solid Top- 13.26 STA 12+01.21 INV IN 510.72 (153) 520 TOP 514.20 / INV IN 511.48 (157) 520 INV 114 508.82 (139) INV OUT 510.62 (151) INV OU F 508.72 (137) 154: 12" Basi - Dome Grate 1 6: 12" Basin - lid Top STA 13+49.3 S A 10+37.50 - / TOP 513.25 T P 511.34 _ INV OUT 511.00 (153) 515 1 V IN 507.08 (137K 515 1 V OUT 5 6,9 135) / PROP SED GRADE 510 / EXISTING GRA E 143 �_ '- 510 147 20.03' 9.11' OF 53 7.67' OF A �- 137 1 13, 15.03' 89' OF F E 8' ' HDPE E 8„ HDPE o 1.00 /0 "HDPE OF 8 8" HD HDPE .00% % @ @ 1.00% 505 ' OF 135 163.71' 8" HDPE @ 1.0 1.00% 145 149 505 8" HDPE 9.44'-O 141 19.14' OF 8 HDPE @ 1.()0% 8^ HDPE 21.7 ' OF 8" HDPE o @ 1.00% @ 1.00% 8" H PE @ 1.00% @ 1. 0% 500 500 495 1 495 �n �r O CO N b oj L6 cdrn c6� C6U) NM nco n� n0 LOc6 LO6 L0,6 hN LO 4Ni 11+00 12+00 13+00 13+50 STR 200 TO STR 204 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 164: 18" Basin - Circular Grate STA 11+13.78 TOP 514.00 132: MH-1 INV IN 509.28 (165) STA 10+40.52 INV IN 511.40 (175) TOP 513.61 INV OUT 509.18 (163) INV IN 508.35 (161) 0 166: 12" Basin - Circular Grate INV IN 506.51 (133) v STA 11+41.45 INV IN 510.75 (177) o M TOP 513.51 INV OUT 506.00 (131) o? tO u� INV IN 509.66 (167) 114: DI-36 6 ft Throat c C) p N INV OUT 509.56 (165) STA 16+06.71 M 0 m on in o uo 168: 18" Basin - Circular Grate TOP 512.65 ++ � , STA 11+69.12 INV IN 500.53 (115) - ' "•' Z O TOP 513.50 INV IN 505.19 (131) F 0 > > INV IN 510.19 (169) INV OUT 500.43 (113) U) i-- z z INV IN 511.40 (173) INV OUT 509.94 (167) 525 1 1 1 1 1 1 525 520 520 EXISTING GRAD/515 PROPOSED GRADE 515 WATER CROSSING / 510 �- 510 165 30.83' O 163 161 27.67' OF V'HDPE 1' MIN. 3 OF 42.96' OF 12, HDPE 2 @ 1.005 1 .31' " HDPE 12' HDPE 1.00% 167 505 1.00% @. k 27.67' OF 505 / 131 12" HDPE @ 1.00% 40.52' F 15" H PE @ 2.0 500 500 495 1 495 rn v �n om oN 10 0i17 (0 �(V V hLj �C7 CO O CO 0 50 PROFILE SCALE -170: 18" Basin - Circular Grate STA 11+99.95 TOP 513.50 INV IN 511.40 (171) INV OUT 510.50 (169) Lic. No. 51495 CL O ce f f H Z or- W W of vu 0 00 z r r O O w U U of N M w N N a o 01�10 DATE 0711812022 DRAWN BY R. vanNiekerk DESIGNED BY C. BOLTON CHECKED BY C. BOLTON SCALE 1 "=50' J 'W V / CaC G LL LU ED > W w J J LL 2: LU LL J Q O O 0 O U) JOB NO. L 9+50 10+00 11+00 12+00 13+00 HOTEL YARD DRAINS EAST STORM PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 14+00 14+50 9+50 10+00 11+00 12+00 12+50 HOTEL YARD DRAINS WEST STORM PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 48033 SHEET NO. C8.1 E r U E. CAMPB Lic. No. 51495 �0 Z/6/Z3 sSI01VAL�� °1 E 0 N OV N C > E w ai E rLU V+ `° 3 LL 0 LL w o m . ¢Wj U00 Z �"J" orn O (n (n F F o rnNN a zz U' WF M r w w E F o x U�� >' � `) w 00 Q? w p U U �_ a = V > N 0 Z Z H C Ui 7 7 mN w 00 U U M Of a� OJ J �w ui 0 x c7 O x F w N M W w N N _ ¢ M o ro z O n DATE 0711812022 0 } DRAWN BY R. vanNiekerk • DESIGNED BY • C. BOLTON • CHECKED BY • C. BOLTON SCALE • 1 "=50' • 0 .�j V W g O (n _ U 2 J m ''w^^ ¢ w V/ }U ws z �C D C O U �� O L_L ~ �.0 U) W 0 JOB NO. 48033 SHEET NO. C8.2 fLL t STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION EX7 487.01 N.A Ex. Inlet EX9 515.02 N.A Ex. Manhole 100 N.A N.A ES-1 for 36 inch Pipe 102 487.20 6.59' MH-1 104 488.00 6.94' MH-1 106 495.16 7.91' DI-3A 108 497.05 7.76' DI-3B 6 ft Throat 110 502.11 11.36' MH-1 112 506.53 8.18' DI-3B 4 ft Throat 114 512.65 12.22' DI-3B 6 ft Throat 116 517.63 7.42' MH-1 118 519.30 5.30' DI-3B 4 ft Throat 120 495.16 5.59' DI-3A 122 495.16 4.49' DI-3C 6 ft Throat 124 499.40 8.15' MH-1 126 510.72 11.64' DI-3A 128 500.50 4.39' DI-1 130 506.64 6.89' DI-3C 12 STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 200 463.61 3.50' Doghouse Manhole 202 479.75 4.12' MH-1 204 482.75 3.25' DI-3B 6 ft Throat STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION EX6A 12" 104 - EX100 482.67 481.30 1.82°k 74.99 LF 12 inch RCP EX8 24" EX9 - 116 512.44 510.70 -2.00% 87.02 LF 24 inch RCP EX6B 12" EX7 - 104 483.34 482.67 1.82°k 36.97 LF 12 inch RCP 101 36" 102 - 100 480.61 480.00 1.00% 60.64 LF 36" HDPE 103 36" 104 - 102 481.06 480.71 1.00% 34.72 LF 36" HDPE 105 36" 106 - 104 487.25 483.05 8.00°k 52.52 LF 36" HDPE 107 36" 108 - 106 489.29 487.75 2.50°k 61.65 LF 36" HDPE 109 36" 110 - 108 490.75 489.39 1.00% 136.38 LF 36" HDPE 111 24" 112 - 110 498.35 491.75 5.52% 119.50 LF 24" HDPE 113 24" 114 - 112 500.43 498.45 1.40% 141.29 LF 24" HDPE 115 24" 116 - 114 510.21 500.53 10.00% 96.81 LF 24" HDPE 117 15" 118 - 116 514.00 513.39 1.01 % 60.52 LF 15" HDPE 119 15" 120 - 106 489.57 487.57 2.00% 100.00 LF 15" HDPE 121 15" 122 - 120 490.67 489.67 1.00% 100.00 LF 15" HDPE 123 15" 124 - 122 491.25 490.77 1.00% 47.81 LF 15" HDPE 125 15" 126 - 124 499.08 495.75 8.65°k 38.53 LF 15" HDPE 127 18" 128 - 110 496.11 494.48 6.69% 24.35 LF 18" HDPE 129 15" 130 - 112 499.75 499.43 1.00% 31.98 LF 15" HDPE 131 15" 132 - 114 506.00 505.19 2.00% 40.52 LF 15" HDPE 133 8" 134 - 132 506.79 506.51 1.00% 28.06 LF 8" HDPE 135 8" 136 - 134 506.98 506.89 1.00°k 9.44 LF 8" HDPE 137 8" 138 - 136 508.72 507.08 1.00°k 163.71 LF 8" HDPE 139 8" 140 - 138 508.93 508.82 1.00% 10.89 LF 8" HDPE 141 8" 142 - 140 509.25 509.03 1.00% 21.73 LF 8" HDPE 143 8" 144 - 142 509.50 509.35 1.00°k 15.03 LF 8" HDPE 145 8" 146 - 144 509.79 509.60 1.00°k 19.14 LF 8" HDPE 147 8" 148 - 146 510.09 509.89 1.00% 20.03 LF 8" HDPE 149 8" 150 - 148 510.33 510.19 1.00% 14.49 LF 8" HDPE 151 8" 152 - 150 510.62 510.43 1.00% 19.11 LF 8" HDPE 153 8" 154 - 152 511.00 510.72 1.00% 27.67 LF 8" HDPE 155 8" 156 - 142 509.93 509.75 1.00°k 18.16 LF 8" HDPE 157 6" 158 - 152 511.50 511.48 1.00% 2.16 LF 6" HDPE 159 3" 160 - 146 511.50 511.42 1.00% 7.84 LF 3" PVC 161 12" 162 - 132 508.65 508.35 1.00% 30.31 LF 12" HDPE 163 12" 164 - 162 509.18 508.75 1.00% 42.96 LF 12" HDPE 165 12" 166 - 164 509.56 509.28 1.00% 27.67 LF 12" HDPE 167 12" 168 - 166 509.94 509.66 1.00% 27.67 LF 12" HDPE 169 8" 170 - 168 510.50 510.19 1.00% 30.83 LF 8" HDPE 171 6" 172 - 170 511.50 511.40 0.99% 9.72 LF 6" HDPE 173 6" 174 - 168 511.50 511.40 1.00% 9.83 LF 6" HDPE 175 6" 176 - 164 511.50 511.40 1.00% 9.83 LF 6" HDPE 177 3" 178 - 132 511.00 510.75 4.13% 6.06 LF 3" PVC 179 6" 180 - 106 492.42 491.90 2.00% 26.13 LF 6" HDPE 181 6" 182 - 122 492.43 491.91 2.00% 25.91 LF 6" HDPE STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 201 15" 202 - 200 475.64 460.11 8.00% 194.09 LF 15" HDPE 203 15" 204 - 202 479.50 475.88 8.00% 45.28 LF 15" HDPE L F_ \\timmons.com\tgts\300\103\48033-Berkmar_Self Storage\DWG\Sheet\CD\48033-103-C9.0-UTPR.dwg I Plotted on 2/5/2023 5:57 PM I by Campbell Bolton on W O Ch rr O 0 O 0 0 N 0 0co Wrr 0 O X ZA 0 ^ o = UJ CQ D D0Z mm h � O (A + m� 0 m rn 0 0 0 0 Co 0 0 m 0 0 o cn Ao m CA r + m on 0 c0'>z�mOz D v r AO OoM mo �m oQ)0 -n � 0 r O • • THIS DRAWING PREPARED AT THE TIMMONS ROUP• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 3�y��a • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 c�� TEL 434.295.5624 FAX 434.295.8317 www.timmons.com R N -J r mom x BERKMAR ELF STORAGE v \ DATE REVISION DESCRIPTION Ln CO o S S O RAG m 10.13.22 COUNTY COMMENTSCA m w II O r O � co D 02.06.23 COUNTY COMMENTS f O Z W zz COUNTY OF ALBEMARLE, VA p m y o y m F z N l� UTILITY PROFILES z � { Kj V co W (AO fA0 O O � � N N W on O U1 O V7 O CJ1 O CT1 O CT1 O � a 4878 o 487.78 \ m ti 492.7 \ 492.70 D D ? \\ \ m � \ 4975 � � � \ \ _ 497.45 � (gip A N \ \ \ Z Z 500.7 m m � n 500.71 -I 1 C 1 � Op z O m L7 zOm D-mi0 504.1 C W O \ n�i 504.11 0TD <Z r O O \\ \ r5� � � { A � � m \\� w 5076 m 507.61k�� O O �I GG G \ ��Ov co � x oo � • ,cy,, k k o w XA 509.7 cn pv D � � 509.70 � m w m o rn�a� (p�°�'m \ m o T o 0 OT •'k`, 512.0 512.00 O � v W o� V o, DmTI rmr� �mrI rmrI rmr� XXXXX O�7 mO 512.000 k°.-° wwNcoov Gm V cVD N (VD z �0owml I D O 512.3 z z 512.29 n �n�w O O � T m=� I ymp � 2� _m �o� I 1 0� � 2 512.2 �iZ� �nOti o�D oo-y 512.24 tnv Oro O O�Gc rs(p �o�� mv�� I 00OZIT I I \ kkNw 00� � ��oN � 512.E ��r �2 512.60 O � � •-o,i y � 2 m�m ��� rn I °' �2 513.7 ?=z �n0 k�kam �� 513.74 rn rn�� o� kl�l � kkvo 516.E 0< N NAWO 516.61 0 520.9 520.92 O Iv rn0„ m 526.0 A O W �..cnw V 526.00 � 525.5 xl1Tl 525.53 T i 520.E 520.65 � � y o a o,rn� o o A A A A A Cn o Cn � Cn Cn Cn o cn "� k � m �` � o o °� o � o �, These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. _12f; EXISTING GRADE 520 520 PROPOSED WALL GRADING i 515 5.15 18.7'i� EX 12" WATERLINE 1:1 ZONE OF INFLUENCE 510 i i i AREAS 510 EX SANITARY SEWER 505 505 500 500 O c6 (D O 4) W u� 9+50 10+00 11+00 HOTEL RETAINING WALL & WATERLINE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 sin STASTA 1�X1 TOP 514.56 INV IN 506.10 (EX12) INV IN 507.90 (L 1) INV OUT 506.00 (EX10) sin R918; S12+23.23 TOP 503.02 ?LA INV OUT 491.50 (L2) 505 505 PROPOSED GRADING 500 500 EXISTING GRADE i STORM 495 CROSSING 495 ST( M 1' (MIN.) CROSSING 490 490 1'(M OF \ 218.3 Pv o0 2 61 / 485 Cc� 485_ ELEV.: 85.8' EX. 8" SANITARY SEWER. CONNECT LATERAL VIA 8"x6" SADDLE; ANGLE j T 480 450 PER ACSA FIG S-2. 480 co coo �M �� �m R R R R� R 0) It 00u It It It a 9+50 10+00 11+00 12+00 13+00 FUTURE BUILDING SEWER LATERAL PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: V=5 Uvif PROPOSED 515 GRADING 515 \ \ EXISTING 510 510 3.5MIN GRADE COVER 505 505 8" DIP \ WATERLINE \ 2' \ 500 500 ~ STORM U) w w CROSSING U Zcli O = W ❑ d W F O ❑ z > ❑ > 495 O Q~❑ w W w 495 (AQO u)u'? OCD N=)O CO U) W > N v ~NN U+ I U) Oaw o°� 04�O LLI 2Z U wO0H F� F?<Z F�O F m 490 ��Ua m� cnroaa co1U cocoa 490 h h h h h h 9+50 10+00 11+00 WATERLINE 12+00 1 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 ww>.e C01 STA 10+62.87 TOP 514.11 INV OUT 510.20 (L1)F25 EXISTING GRADE 520 520 PRO OSED /i GRADING / 515 1 515 _3' IN 5_10 510 L� F O 62Q P`I 660�0 505 �M\N3 CONNECT TO EXISTING 505 SANITARY SEWER MANHOLE 500 WITH FLEXIBLE BOOT 500 495 495 h O h V h U) U) 13+50 9+50 10+00 11+00 11+50 HOTEL SEWER LATERAL PROFILE HORIZ SCALE: 1"=50' VERT SCALE: V=5 EX. 8" SANITARY SEWER. CONNECT LATERAL VIA 8"x4" SADDLE; ANGLE AT 450 PER ACSA FIG S-2. 505 505 CO STA 10+42.78 TOP 495.38 INV OUT 491.5, (L3) 500 500 PROPOSED _ GRADIN G 495 495 EXISTING GRADE 1.0 MT7`l. 490 L3 490 ELEV.:589.5' 4' PVC � 6.15% STORM CROSSING 485 485 i (M ) 480 480 O � a 7 PROFILE SCALE 9+50 10+00 11+00 11+50 STORAGE BUILDING SEWER LATERAL PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 Uvie EXISTING GRADE / \ 520 520 PROPOSED GRADING / COMPACT ALL AREAS OF FILL UNDER WATERLINE 515 TO MINIMUM 95% 515 / 6" DIP WATERLINE 510 510 10, 3" DOMESTIC WATERLINE 8" DIP WATERLINE 3.5' MJU 505 QGYER 1.1 505 ' STORM w CROSSING J ❑ F fM W J w �w m Q m Ox 500 m T 'AIct 500 w H �_w lz�J U) n j oQ 5 14. o k F0 j oD(O 00 F 00 u7 co N P. F O o�LdiJj +< N + M+ W H X _ n z w� ~N 495 U~ig )�rr U~)N, U~)�' v~i 495 M R 00 N O M (D C O� (6 OIL u) 7 OO I- O O(D (ti �N O ai ,u7 N N N h ri ha0 h� huj to huj �(O O u'f O u7 u7 u7 u7 u7 u7 13+00 13+50 9+50 10+00 11+00 12+00 13+00 WATERLINE 2 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 14+00 14+50 Uvie Me 520 520 515 515 PROP SED GRAD NG 510 510 8" DIP 3.5' WATER -INE COVER 505 505 \ \ STORM CROSSING z 500 EXISTIIJG 500 w M GRAD p W Q M O H O 0 FxW O 495 U) w P: U) In 495 (') (D O M O � LO h O O LO O LO 9+50 10+00 WATERLINE —COMPACT ALL AREAS OF FILL UNDER WATERLINE TO MINIMUM 95% 11+00 11+50 3 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 Lie. No. 51495 2/6/23 Li z 0 0 x U 0 0 z x 0 w U a z 0 in O am O It x H z O H H a w w cn o >O }O O z z 00 W U U N M w N N � O N DATE 0711812022 DRAWN BY R.vanNiekerk DESIGNED BY C. BOLTON CHECKED BY C. BOLTON SCALE 1 "=50' LL. :f m 'Lu V Q / O O O U Lu co JOB NO. 48033 SHEET NO. C9.1 E E L F- \\timmons.com\tgfs\300\103\48033-Berkmar_Self Storage\DWG\Sheet\CD\48033-103-C10.0-SIGHT.dwg I Plotted on 2/6/2023 5:58 PM I by Campbell Bolton T m0 � N cnc m M. II Cn cn o b A 0 0 d CD 0 0`1 Ln IQ o v o I I = m_ I G7 x I n m I 0 W `m I II W i \ I 514.2 NL 514.44 �I I (n 515.8 515.68 n _ Icn 516.4 I I 515.93 O m O 0 / I 515.1 m L7 _ 517.19 I D 0 IT / I 515.4 517.64 \� I 518.E I 518.88 IT 0" It 520.E IT j 520.33 II 5 I II w 521.1 1 I 520.3 0 I ;Z7 n A 520.4 � 520.2 I I rriiI 2=X II IT 0 (n r IT O11 DD ---I�com I o Am O W j I Z O 0 II I W Vt N IQ conO G1 O (n T MMONS ROUP �m 01 BERKMAR SELF STORAGE O -I O m z G.1 O COUNTY OF ALBEMARLE, VA SIGHT DISTANCE PROFILE I m I I � Ir— � I II + L � 1 I + O I I � I � Z nip I \ U rn � T y I m o W _� „�� ti A G) o�Z n O Ntom G) Co � cn o cn y C) \ 4-'0 Z I A a \ wG)�G) I omo y n rn of). —i -01 v' 9Nneano -� o X 4 1 + HO o HO H CL)'LL9b9EgN / j - 99 6£b ; 0 I , " , 1 - I- - ------ so s T c+i t \ \ S' V� � I _ IN QP 2' - I ' II et• _ _ y v I v y i� o i� i, cn I� m m m - - , Ir U1 A r + ,VVC7 _. gb _ 1 w � A � r O of / O < / O -n m'0 0) � Z nmcn0 CnA\� Z A0-nO COr(n pm Om I lily r O IT , I 1 / CD ' N �/ O I I I I 53 �' T O IIjI 0 o' \ I / / I / I / / /A , I / / I I I I I I I 0 THIS DRAWING PREPARED AT THE • • •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 I Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com A DATE REVISION DESCRIPTION n ru n If W 0 0 10.13.22 COUNTY COMMENTS a 0 O N z Z a 02.06.23 COUNTY COMMENTS II U1 O m O m 2 j O O < 7C z W { NJ O N v O 0 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- \\timmons.com\tgfs\300\103\48033-Berkmar_Self Storage\DWG\Sheet\CD\48033-103-C10.0-SIGHT.dwg I Plotted on 2/6/2023 5:58 PM I by Campbell Bolton A�v m0 XI N rn n DD rr rum cn �+ 0 m IT0 A N CO rn 00 �r rum W 0 rr O O 0 0 O + O O O 0 w 0 0 V W Gn O 00 Ch ((00 O ((00 Ch O O O Ch 499.7 499.3 I 1 0 / 495.8 / 0 O �0 • 0 IT 495.1 O \ \>/dL- ` 494.7 0 / p / BVCS = 12 BVCE _ 487.0 / \ \ EVCS = 12 o EVCE _ \ 490.9 not r r \ 495.3 0) �<�0 BVCS = 1 59.38 495.31 o m y ? BVCE = N ° < n IT EVCS = 1 84.96 ova +�D 95.32 a' (`Oi N II o EVCE = 498.7 rn iN A W sn r.P6 V � 502.5 O BVCS = 14 1 BVCE _ 504.8 503.2 EVCS = 15 7? EVCE _ G) m z 501.3 1 • A \ o 4 A A A A Cr Cr on I O I CC, no O CT O (n Cn O Cn O Cn O 518.1 PVI STA PVI ELE i i w CROSSWALK i ' o 509.1 i 505.5 �oV p\O VCS = 1 20.07 ( BVCE = 511.70 r0 \ 504.9 D<�00 • rn < II D IO O + ` 89 O 00 Cn II II N 505.2 o°)O0 EVCS = 2 10.25 (Nil / 507.21 EVCE = i / 502.1 ic, o° PVI STA = 2+8 .46 VI ELEV = 50 .83 A 0 CT O CT O 01 01 CT N CT O o n O CT O TIMMONS GROUP .•-':'•. N :n mullro 41 11f 'VI STA = 10+00.00 PVI ELEV = 506.02 BVCS = 10+92.53 x BVCE = 504.52 x G) < <Fn x ° D 0 Z a OV .ICI rn < D n < N 0L" Ur II m r D II O o W N 11 < O EVCS = 11+62.09 m A N EVCE = 501.46 N w 21.3500 87.20 <<v0 O (n T O r� m Z Z Dm� (0 n II < 11N 11In D n O 00 O m IT < n 3� v O 1179.88 O . A + N Cn - x 95.28 < < v x BVCS = 13+09.65 D ITO BVCE = 495.47 rrmr y ? U) N G n rn D EVCS = 13+34.64 o IN -NCD EVCE = 495.47 a Sn N + 01 CA V II (OAT O x x < BVCS = 14+09.69 D Fn fn O 1 BVCE = 495.48 w D � EVCS = 14+34.64* o 'N y,CD A + rrr EVCE = 495.48 a � N II A Ch 0) ni V AK) (0 N T 69.06 r r N 0 95.28 O 0 < < v -IQ D IT �ZZ IOpN- n < D m U) s o w n m D O 01 A + < II c COn II 46 A W N co V Ch 50.59 i00.33 x x BVCS = 15+80.75 = O BVCE = 504.25 T om0 r Z -�i w n n ITD� U) >II rnO a11 < m r0 D 0)au + EVCS=16+34.06 +II PVI STA = 16+42.62 EVCE = 508.81 o PVI ELEV = 509.16 m 0) V7 O = 518.19 x G) x sO BVCS = 0+31.60 < < -a x BVCE = 517.62w p IT o) Z y 11 11 D � <°)6 n < n o rm- m D n EVCS = 0+68.58 CD- 0) cn + < O EVCE = 515.80 N o cn Lo Cb to J V 0) 0) O N THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com n m m p Z CO� w W o w B E RKMAR SELF STORAGE COUNTY OF ALBEMARLE, VA r) U1 m n = m r- o z n N C) m m O tip z \ co N DATE REVISION DESCRIPTION 10.13.22 COUNTY COMMENTS 02.06.23 COUNTY COMMENTS ROAD PROFILES These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- \\timmons.com\tgfs\300\103\48033-Berkmar_Self Storage\DWG\Sheet\CD\48033-103-C10.0-SIGHT.dwg I Plotted on 2/6/2023 5:58 PM I by Campbell Bolton 0 0 O ON n n (D + 0 U o U) T 0, n A — O r0 m rn O 0 O 0 v 0 O M v V 000 ccoo CA0 coA O O cn O CT O CT O CT O CT O r r0 \ < 2 PVI STA = 1 +60.00 BVCS = 1 62.86 D m U) 0 z z BVCE = 82.52 ITi ---In D EVCS = 1 82.78 0° n ITfn o m D 84.36 O o N < II EVCE = \ N11 A J O \ J 7 N CD \ BVCS = 1 +68.91 BVCE \ Gx D In In 0 • <pin II rn II y \ Q + < J a o A II + V W O W p A v EVC = 12 81.07 E E = 503.41 �s �o • O 0 512.0 w ° BV B 512.0 EV 512.0 dyy 'I A A A 14 A co A co A to A to or O or or Lnn O Lh O L" O Lh 01 O -U O X O n r m rn n D r mo TIMMONS GROUP .•-':'•. Un Un 2 x BVCS = 14+00.74 G- BVCE = 510.09 D rn 01) O T O r m -i D Z < n o < n n rn r D G� C : CDA + M < n EVCS = 14+47.14 a w II A EVCE = 511.61 m cn v o� A BVCS = 15+38.92 BVCE = 512.47 II 4- EVCS = 15+59.74m o0 r r0 EVCE = 512.24 O0 S = 15+85.80 < < v /CE = 511.40 D fn 0 0 T 11 p r-� rn D Z --I Z ---I cArr < o A II n m r n W W j+< D S = 16+30.36 0 0 CODO II ICE = 510.91 co + o m 4 0 PVI STA = 16+99.94 PVI ELEV = 511.61 Cn 01 THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com n m m p Z N CO� w W o w B E RKMAR SELF STORAGE COUNTY OF ALBEMARLE, VA r) U1 m n = m r- o n N � m m 9 z \ co N DATE REVISION DESCRIPTION 10.13.22 COUNTY COMMENTS 02.06.23 COUNTY COMMENTS ROAD PROFILES These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. I03\48033-Berkmar_Self Storage\DWG\Sheet\CD\48033-103-L1.0-PLNT.dvg I Plotted on 2/7/2023 4:39 PM I by Riki van Niekerk I I I I I I ITT — I � — I I I I I I Ili II I � I I t \ I I \J __ p41 o 0 OD 00 9Nneano - � -_ OD o �, I / ----�� HO �- -- HO N 3NI'133231wVtlIXOaddtl - -- NOCC\-(y)_L['sbb M„89,9bo£9 5p5 co 11 0 v - , Dr0 _ > 492 p - ' 497 - 9g /4ag 9 492 499-4� o \ \ S y N4 5 lit � O \ rn a n U o o co � co rn � v v In 2 n p � n 0 I _. m _505-0 9 -, ---- ��tp ri 00 v v o n \ mLn m ec / ��w i\ I ti Z F - \ m z'I y — m — CnO O _ OO w O 1 � m ,.-- m M - -n O i rr i rn on n c N4 9 M„8 „9 �� \\ A? -� - co d7 L a 6ti O p pp C mm Cc Z i rn 1 " ` \ 0 I� �, ,- mo v zLn I — I' \ M i Ln I - OCDCA iO kmO 1 , im`Lo� i o Ho m0 ;an O� III ' Ut I �� p5 MIle, 5 _Tin 0 v v �M,.zt _ 09 �' O 1 w / • --- S.72 s CJ 0 [ - - i- 0� a5 i m m I _ 0) 14 Tin 0 o r • [g � _ .LggO� 3.OZ,Gb,ZbS \ �,•8\� __�- V� ��� ��; � _ �'.i czi �OZ r N - Z OZ(0O O � m �m z ITT Dxm Z>C0 r 2 CO m r .;a Co zmm Z Z m D=� MZto <�4 v C2 a 0 z ITT -tn 2 z mm 00 c FI wi 0 , I I y II I' NyS „9 Nb'S I9 — I r • • �•• THIS DRAWING PREPARED AT THE TIMMONS ROUP YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • 608 Preston Avenue, Suite 200 I Charlottesville, VA 22903 • • TEL 434.295.5624 FAX 434.295.8317 www.timmons.com m C) Z CO o Z (� O w77 V COUNTY OF ALBEMARLE VA v �^ II > �+�: m Y O r� a m A O In z i m0 A i Z A \ a N ryi N 10.13.22 COUNTY COMMENTS 02.06.23 COUNTY COMMENTS LANDSCAPE PLAN Ill m= m C Co D v m D 0 C) v O n 0 Z K m x A m M Z m F WO m m c c Z 0 D M M C D < D G7 Z Z O (D ti� D m z y r F r Z O C) W AA r C-) D D g ITT, D g m O m y m 3 m Z A D > o y D F�� m M m These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 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 THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP 1/3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING B&B CONTAINER 'IITA ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 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 GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 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. • 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 INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD 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. 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 3 1 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419SF TOTAL = 22,090SF 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 512140 = 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 11 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 SF 16,547 x .05 = 827.35 SF 828 SF 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 = 19,253.5 SF 19,254 SF 22,090 SF SITE AREA) .1 NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT 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. -STREET TREES SHALL BE PLANTED AT NO MORE THAN 50' ON CENTER. CRARLES11L RAP P Lie. No. 0406001794 21612023 M E 0 o N � N C > E W v E UMQ LL O 3 O LL 6 clLU _j V IMo W J —N In d (A O N C7W NV w v 30'x LL c =v>M F ¢ . c YM N N M M o w Z P � � w w 0� 2: 1: N x2: WQ 00 O r r U) =)7 W O O Of N U, N r4 N O N . O DATE 0711812022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY C. KOTARSKI SCALE N/A rLU V Oa ' ^ w LL a J m W a U)LL 0 �U U DC W m U) J_ Uj Q 0 U) W H O W a U U) cl Z Q J H JOB NO. 48033 SHEET NO. 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Lumens Lum. Watts LLF Description IMANUFAC] Filename 4 A Single 24645 186.8 1.000 LAP-2G-188LED-40K-T3-UNV-DM-BZ, UTOPIA LIGHTING LAP-2G-188LED-TYPE+3+Medium.IES Mounted 20ft to LC 1 A-H Single 16243 190.093 1.000 LAP-2G-188LED-40K-T3-UNV-DM-BZ-HS, Utopia Lighting LAP-2G-188LED- Mounted 20ft to LC TYPE+3+Medium+(w+House+Shield).ies 5 C Single 22862 187.9 1.000 LAP-2G-188LED-40K-T4M-UNV-DM-BZ, UTOPIA LIGHTING LAP-2G-188LED-TYPE+4+Medium.IES Mounted 20ft to LC 2 D-H Single 11462 138.1 1.000 LAP-2G-141 LED-40K-T3-UNV-DM-BZ-HS, Utopia Lighting LAP-2G-141LED- Mounted 16ft to LC TYPE+3+Medium+(w+House+Shield).les Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Description Parking Lot Illuminance Fc 2.63 12.4 0.4 6.58 31.00 10ft Grid Property Line Illuminance Fc 0.11 0.5 0.0 N.A. N.A. 1Oft Spacing Site Illuminance Fc 0." 12.5 0.0 N.A. N.A. 1Oft Grid SCALE 1"=30' 0 30' 60' NOTE: 1. PHOTOMETRIC PLAN COMPLETED BY "LIGHTING DESIGN BY DUGAN". CONTACT THOMAS MCDONALD AT TMCDONALD@LIGHTINGENVIRONMENTS.COM 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 3. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. CRARLESIL RAPP Lie. No. 0406001794 21612023 [no Z o I- I- w w 0� 2: 1: N X 2: wp rO rO O Z Z O O w U U N (+1 w N r4 Q . O In O NO DATE 0711812022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY C. KOTARSKI SCALE a W a U_ �'LLi O J -I < O 2 Jma W a �W V 1 LL }0 z �U LU W w V J JOB NO. 48033 SHEET NO. L3.0 FOR DESIGN INTENT PURPOSES ONLY 2.3.23 LED AREA / PARKING / STREET LIGHT Revised 3.23.2022 LAP-2 G Project Name: Type: FEATURES: ELECTRICAL: • Die-cast aluminium construction body on which UL, FCC certified input voltage range: 100V-277V, electrical components. 50151 APPLICATION For all applications in she, area, and general lighting requiring high uniformity, excellent vertical light distribution, reduced offshe visibility, reduced on -site glare and effective security light levels. The LAP luminaire delivers exceptional performance in a low -profile design. CONFIGURATIONS • Die-cast integral heat sink to provide thermal • Power factor >90%, THD <20% management. • 72LED: Class 2 LED electronic driver. 108LED, 141LED, 18BLED: Class 1 electronic driver. MOUNTING: • Operating temperature: -40°C to 40°C (110W can • PMS: Pole mount am available for 3", 4" and 5" reach +50°C). square pole. • Provided with integrated surge protection (SIM line- . PMR: Pole mount am available for 3" (PMR3), 4" line, 1 OkV line -earth). (PMR4) and 5" (PMR5) dia. round pole. • Optional integrated 10kV/10kA surge protection • SF: Adjustable slip fitter mount available for pipe available (SP10). installation (1-21/32"O.D to 2-3/8"O.D) • Over Voltage Protect: Hiccup mode. The power • WM: Wall mount plate. supply shall return to normal operation only after the • Mounting arm bolts are 304 stainless steel and zino- power is turron again. plated steel. • Short Circuit Protect: No damage shall occur when • MA: Available for 2.375"(O.D) sized Mast Arm Pole. any output operating in a short circuit condition. The • MA2: Availabel for 1.9DD"(O.D) sized Mast Arm Pole. power supply shall be self -recovery when the fault condition is removed. LED: • Over Temperature Protect: 110°C • Color Temperature: 300014000 / 5000K • Meets ANSI/IEEE C62.41 Category C (outdoors) • Color Rendering Index: 70+ CRI. High. • Nichia LED. • Waterproof (IP67) and UL Dry / Damp / Wet Location • Lifetime: over 50,000 hours. outdoor LED driver. • Optical lens is used to reduce glare. ROHS compliant. • Complies with Part 15 of the FCC Rules (meets 47 CFR 15, Class B). OPTIC: • UV stabilized polycerbonate lens. LISTING: • ILL /CUL listed. • Listed to UL 1598 and UL 8750, • DLC listed. 3 • 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)' • IP66 Rating. • Certified to ANSI C136.31-2010, 3.03 Level 2 for Bridge/Overpass Applications. Type Input Lumen Output gram Total Wman Output Drive Current per LED EPA Rating (win Photocell) EPA Rating (col photocell) B.U.G. Rating Weight (Marks)Rating 72 T2 72W 106.11m 76441m 1.4A 0.84 0.651 B3-U0.G3 23.171ba / 10.51 kg T3 123.31m 8977 lm 82-1.110-G2 T4M 124.51m 90641m B2-UO-G2 Ties 127.41m 9251 lm B3-U6G2 IN T2 108W 107.8111 123591m 2.1A 0.7 0.71JU0 B3-UO-G3 5. be it.51 No T3 109.71m 11753 lm B3-UO-G3 T4M 127.21m 136501m T5S 129.E an 139321m 141 T2 131 123.59 Im 17NB 1m 2.8A 0.77 0.78226.7 ba/12.11 kg T3 141W 115.51m 163701m T4M 126.81m 178541m Too 131.91m 188311m 188 T2 188W 112.31m 215541m 3.BA 0.9 0.914 27.36lost /12.41 kg T3 131.91m 246451m B4-Lil T4M 121.01m 228821m B3410-G3 Tits 137.21m 258561m BS-UO-G3 1 xww.ubplallpMMgue.mm UTOPIA LIGHTING reserves she right to mange Welfl®tlom, savings, dimensions without pilot none. Melt ourwetefte for the latest pmduct information. UILOPid LIGHTING FOR DESIGN INTENT PURPOSES ONLY 2.3.23 LED AREA/ PARKING / STREET LIGHT Revised:3.23.2022 LAP 2 G Project Name: Type: FEATURES: ELECTRICAL: • Die-cast aluminium construction body on which • UL, FCC certified input voltage range: 10OV-277V, 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 mount am available for 3", 4" and 5" reach +50°C). square pole. • Provided With integrated surge protection (6kV line- . PMR: Pole mount arm available for 3" (PMR3), 4" line, 1 OkV lineesarth). (PMR4) and 5" (PMR5) dia. round pole. • SF: Adjustable slip fitter mount available for pipe • Optional integrated 10kV/1OkA surge protection available (SP10). installation (1-21/32"O.D to 2-3/8"O.D) • Over Voltage Protect: Hiccup mode. The power • Vi Wall mount plate. supply shall return to normal operation only after the . Mounting arm bolts are 304 stainless steel and zino- power is tumon again. I 1 q IP66 O plated steel. Short Circuit Protect: No damage shall occur when J� MA: Available for 2.375" O.D sized Mast Ann Pole. ( ) an output operating in a short circuit condition. The Y IP Pe 9 APPLICATION • MA2: Availabel for 1.900"(O.D) sized Mast Ann Pole. power supply shall be self -recovery when the fault condition is removed. For all applications in she, area, and general LED: • Over Temperature Protect: 110°C lighting requiring high uniformity, excellent • Color Temperature: 3000 /4000 / 5000K • Meets ANSI/IEEE C62.41 Category C (outdoors) vertical light distribution, reduced offsite visibility, • Color Rendering Index: 70+CRI. 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 lens is used to reduce glare. • RoHS compliant. • Complies with Part 15 of the FCC Rules (meets 47 CFR 15, Class B). OPTIC: • UV stabilized polycarbonate lens. LISTING: • UL/CULlisted. • Listed to UL 1598 and UL 8750. • DLC listed.' • ARRA compliant. (optional) • Suitable for wet location. • Tested to IESNA LMBO standards. • LM79, LM80. • 5 years limited warranty. • 7 or 10 years limited warranty. (optional • IP66 Rating. • Certified to ANSI C136.31-2010, 3.03 Level for Bridge/Overpass Applications. CONFIGURATIONS Type Input Rating Wman Output limits) Total Ramon Output DrWe Current par LED EPA Rating (Rao photocell) EPA Rating (id photocell) B.U.G. Rating VWyMllbelkg) 72 T2 72W 106.1 Im 76441m IAA 0.84 0.651 B3-U0433 23.176s/10.51kg T3 123.31m 8977 lm 82-UO-G2 T4M 124.51m 90641m B2-UO-G2 Ties 127.41m 9251 In 133-UO-G2 108 T2 108W 107.81m 123591m 2.1A 0] 0.71 B3-UO-G3 25.36Its /11.51 k9 T3 109.71m 11753 lm 133-1)O-133 T4M 127.21m 138501m 63-UO-G3 TSS 129.8Ira 13932 M B4-UO-G3 141 T2 137.9W 123.591m 170481m 2.8A 0.77 0.782 B3-Bill 26.7 be 12.11 kg T3 141W 115.51m 163701m B3-UO-G3 T4M 126.E Ira 178541m B3-U0-G3 TSS 131.91m 188311m M-U0-Gi 188 T2 188W 112.31m 215541m 3.8A 09 0.914 B4-U0-G4 27.38 bs/12.41 kg T3 131.91m 241451m B4-Lil T4M 121.61m 228621m B3-UO-G3 TSS 137.21m 258561m B5-UO-G3 ww.ubplathequamm UMPRUGHTING reaeres Me Mast mange spetlaratbns, drawkgs, dimensions wM°utprlor noise. Nat ourweMlN forthat latest product Intimation. ULOpill L I G N T I NG LED AREA / PARKING / STREET LIGHT LAP 2G FOR DESIGN INTENT PURPOSES ONLY 2.3.23 - Polar Candela Distribution (TYPE 3 medium+ House Shield) Polar Candela Distribution (TYPE 3 medium) 4, �t, •'2 p_ ORDERING INFORMATION Downward Street Side 8,120.0 92.1% Downward House Side 701.5 8% Downward Total 8,821.5 100% Downward Street Side 7,304A 62.2% Downward House Side 4,448.7 37.9% Downward Total 11,753.1 irel EXAMPLE: LAP-2G-108LED-50K-T3-UNV-DM-BZ-WM MODEL LED COLOR TEMP. DISTRIBUTION VOLTAGE DIMMING FINISH LAP-2G 72LED 72W(40LEDs) -30K 3000K T2 Type 11 119-U7V(Sol.) DM 0-10V Ell Dark Bronze 108LED 141LED 108W(60LEDs) 141 W(BOLEDs) 3oK 50K 4W01K 5000K(SW,) E �,1I�fIa� M111 111 _UNV 347 480 Dimming_ (Sid.) RALg8019(Std.) 347V 480V 188LED xxxLED 188W(120LEDs)/1 Customized Wattagel Lumen package' T4M Type IV Medium •Aw;wule I'Xare proHeeawMM.luLnanter. • Na.danaard c,�lomcarlanu then oar eta Malts. TIPS Type VShort MOUNTING OPTIONS SF Slip Fitter HIS House Shield LRD-309I 0­10V Dimming Control Mufti -level higMow step Will Wall Mount RC NEMA twist -lock receptacle only (no controls) dim and Small dim Occupancy Sensor("IR remote PMS Square Pole Mount Arm RC7 NEMA7-wire raceptade only (no controls) programmable), Soo rile 7 to select rem for°x') elf PMR3 3' Round Pole Mount Arm TLPC1 3-Pin Receptacle and Twist Lode Photocell metalled 120V LRD509S-x IP-66 rated integrated 0-10V SmartDIM or multi -level PMR4 4' Round Pole Mount An TLPC2 3-Pin Receptacle and Twist Lock Photocell Installed 277V higMlow dim control occupancy sensor (9R remote PMR5 5" Round Pole Mount Arm TLPC3 3-Pin Receptacle and Twist Lode Photocell Installed 120V-277V programmable), (See who 7 to select Ism for'x') its MA Horizontal Tenon Mount TLPC4 3-Pin Receptacle and Twist Lock Photocell Installed 480V RS-LRD Remote progremmerfor LRD-509S and LRD-309S (Mounts to T IP, 2.375'0.D) TLPC-SC Shorting Cap PSC-BLESR McWong 0-10V Bi4evel passive infrared(PIR) MA2 Horizontal Tenon Mount IRS Remote handheld configuration tool for FSP-211 occupancy sensor with dim-to-offforBluetooth Mash in (Mounts to 1-117IP, 1.900"O.D) •m+cuemytrlllaearc6X Silver enabled SP10 Integrated 10kV/10kAsurge protection ARRA Assembled in USARc Buy American act FSP-211 0-10V Dimming Control Occupancy Sensor'' BR Bird Guard, Stainless Steel Spikes (L2) FSP-1_2 Lens@ 8' height (up to 44' diameter) 07W Optional 7 Years Limited Warranty' (1-3) FSP-1_3 Lens@ 20'heght(up to 40' diameter) 01OW Optional 10 Years Limited Warranty' (L7) FSP-1_7 tans U 40'height(up to 100'diameter) REM16 Remote 16W Emergency Battery Backup (GEC Compliant EM) in black finish 10" 316 316 Stainless sleel mounting an bolls NOTES: 7. A: Standard cane shape Lens @ 15' height (up to 30' comnage) 1. Must specify lens. (L2, L3, L7) B: Extra wide mine shape Lens ® 10' height (up to 80 coverage) 2. Default settings are Title 24 compliant for all spaces that do not require daylighting. C: High bay rare shape Lens ® 30' height (up to DO'coverage) For spaces that do require 9, adjustments will be necessary forthe Hold OB Semom and idle Photocell functions. D: Standard round shape Lens C 20' height (up to 40' coverage) 3. DesignLights Consortium® (DLC) qualified protluct. Not all versions of this product may be, DLC qualified. F: Extra wide dome shape Lens @ 20' height (up to 80' coverage) Please check Me DLC Qualified Products List at orem des gnlnsthts orG/OPL to confirm which versions are qualified. G: Aisle way arch shape Lens @ 40' height (up to 120coverage) 4. This limited warranty covers electrical parts only and does not apply to labor, equipment lease, H: High bay dome shape Lens @ W height (up to 50' coverage) or defectfrom improper installation or operation. B. Order °RS-LRD° to adjust sensor setting. 5. Standard dimming 0.10V, ANSI C136.41, Phobcell and shorting cap by others. 9. DLC is not available. 6. Its default setting can be found on the IR-TEC installation instructions. 10. Only available with Wall Mount. 11. Remote Box is UL1598 recognized IP88, IP67 rated, and emblem lemperatum up to 55°C. UFONA UTOPIA LIGHTING the bl dimensions Met for this laleamodest lntamwkon. 2 www.uropie,itt rigoswrrr reaeress right clothes V Mcloings, L I G N T I XG wMn4 prior nna». our sesame LED AREA/ PARKING / STREET LIGHT LAP 2G FOR DESIGN INTENT PURPOSES ONLY 2.3.23 - Polar Candela Distribution (TYPE 3 medium + House Shield) Polar Cordele Distribution (TYPE 3 medium) mI a 4 z ! f d d A - ORDERING INFORMATION Downward Street Side 8,120.0 92.1% Downward House Side 701.5 8% Downward Total 8,821.5 100% Downward Street Side 7,304A 62.2% Downward House Side 4,448.7 37.9% Downward Total 11,753.1 100% EXAMPLE: LAP-2G-108LED-50K-T3-UNV-DM-BZ-WM MODEL LED COLOR TEMP. DISTRIBUTION VOLTAGE DIMMING FINISH LAPs 72LED 72W 40LEDs .30K 3000K T2 T II y� UNV f20=4771T DM 040V BZ Dark Bronze 108LED 108W (60LEDs) �K 4000K 347 347V Dimming RALp8019 (Std.) 141LED 141W(BOLEDs) 50K 5000K(SNJ T3 Type111 480 480V (Std) 188LED 188W (120LEDs) xxxLED Customized Wattages T4M Type IV Medium �p •g hsa ,vdam I+aa,a wm„aa,a.;n,Ua c.shte q anL n,.near. Lumen package' (�lJ 'NusNntlaN finiMwM ekrzd,erye. TSS TypeVShort MOUNTING SF Slip Fitter HS House LRD-309I 0-10V Dimming Control MuNevel highl step W Will Wall Mount RC NEMAtwist-lock receptode only (no controls) dim and Small dim Occupancy Sensor('IR remote PMS Square Pole Mount Arm RC7 NEMA 7-wire reeptade only (no controls) programmable), (Sao role 7 to select leas for °x')°' PMR3 3'Round Pole Mount Arm TLPC1 3-Pin Receptacle and Twist Lock Photocell Installed 120V LRD-SOI IP-66 rated integrated 0-10V SmartDIM or multi -level PMR4 4" Round Pole Mount Ann TLPC2 3-Pin Receptacle and Twist Lock Photocell Installed 277V higNlow dim control occupancy sensor(9R remote PMRS 5" Round Pole Mount Arm TLPC3 3-Pin Receptacle and Twist Lod(Photocell Installed 12OV-277V programmable), (See note 7 to select lam for °x") a° MA Horizontal Tenon Mount TLPC4 3-Pin Receptacle and Twist Lock Photocell Installed 480V RS-LRD Remote programmerfor LRD-509S and LRD-309S (Mounts b 2" IP, 2.375' O.D) TLPC-SC Shoring Cap PSC-BLESR McWong 010V Bi-level passive infrared (PIR) MA2 Horizontal Tenon Mount RS Remote handheld configuration tool for FSP-211 occupancy sensor with dim -to -off for Bluetmth Mash in (Mounts A 1-112"IP, 1.900"O.D) •ma +r.mytrlllaealc6a Silvairenabled SP10 Integrated 10kV7101Asurge protection ARRA Assembled in USAfor Buy American act FSP-211 0-10V Dimming Control Occupancy Sensor '° BR Bird Guard, Stainless Steel Spikes FSP-1_2 Lens@ 8'height(up to 44'diameter) 07W Optional 7Years Limited Warranty' 1(1-2) (1-3) FSP-1.3 Lens@ 20'height(up to 40'diameter) 01OW Optional lO Years Limited Warranty' (1-7) FSP-1_7 Lens@ 40'height(up to 100'diameter) REM16 Remote 1SW Emergency Battery Backup (CEC Compliant EM) in brad( finish 10" 316 316 Stainless steel mounting an bolts NOTES: 7. A: Standard cone shape Lens @ 15' height (up to 30' coverage) 1. Must specify lens. (12, L3, L7) B: Extra wide core shape Lens @ 10' height (up to 60 coverage) 2. Default settings are Title 24 compliant for all spaces that do not require daylighting. C: High bay core shape Lens C 30' height (up to 90' coverage) Far spaces that do require 4, adjustments will be necessary forthe Hold 08 Setpoint and the Photocell functions. D: Standard round shape Lem ® 20' height (up to 40' coverage) 3. DesignLights Consortium® (DLC) qualified protluct. Not all versions of this product may be, DLC qualified. F: Extra wide dome shape Lens Q 20 height (up to 80' coverage) Please check Me DLC Oualifind Prndu Lst at wwwdesionliehts.orclOPL to confine which versions arequalified. G: Aisle way arch shape Lens @ 40' height (up to 129 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 W 50' coveage) our defect from improper installation or operation. S. Order-RS-LRD° to adjust sensor setting. 5. Standard dimming 0.10V, ANSI C136.41, Phobcell and shorting cap by Miters. 9. DLC is not available. 6. Its default setting can be found on the IR-TEC installation instructions. 10. Only available with Wall Mount. 11. Remote Box is UL1598 recognized, IP88, IP67 rated, and ambient lempereture up to 55°C. Uril UMPIALIGHTNGmen merbMb Aalgespetlfl 2 eswmaiiiillontn9umm m,dlawegadinensbnawbw L I G N T I NG pdornMt.NekourwtlskekrtlrelamstprMuclinformm,on LED AREA / PARKING / STREET LIGHT LAP-2G LAP-2G-72LED-T2 Illuminance at a Distance Center Beam fc Beam Width 17R 603 like 3.3111: - 1.4R 33R 160 like 6.4 R - 2.6 R 5.0R 69.7 like 9.6 R 4.0 R 6.7R 38.8 like 12.9 R 5.3 R 93R 25.3 fc 16.0 R 6.6 R 17.4 like 19.3It 6.0It 10.011 - Event. Spread: 87.90 ■Horiz. Spread: 43.50 LAP-2G-108LED-T4M Illuminance at a Distance Center Beam fc Beam Width 872 fc 1.5 fit0.8 R 17R 111 231 fc M& 3.0R 1.5R 33R lot fc 4.5R 2.3It 5011 6.71t 56.1 Fc 6.0 R 3.1 R 36.6 fc 7.5 R 3.8 R 83R 25.2 fc 9.0 R 4.6 R 10.011 ■Vert. Spread: 48,50 ■Horiz. Spread: 25.80 LAP-2G-188LED.T2 Illuminance at a Distance Center Beam fc Beam Width 1.7R 1,923 re 3.3 R 16.2 R 3311, SID like 6.4R 31.4R 5.0R 222 fc 9.7 R 47.6 R 6011 124 fc 13.0 R 63.8 R e3R 60.7 fc 16.1 R 79.1 R WAR55.6 fc 19.4R 95.2R ■Vert. Spread: 88.20 ■Horiz. Spread: 156.3° FOR DESIGN INTENT PURPOSES ONLY 2.3.23 Optional TLPC shown Mounting for Square Pole Effective Protected Area (EPA) with Square Pole Mounting. LAP-2G-72LED-T4M Illuminance at a Distance Center Bear fc Beam Width 597 fire 1.8R 0.8R 13R� 158 fc -T 3.5 R 1.5 R 3.3R - - S.OR - 69.0 It: 5.2 R 2.3 R 6.7R - 36.4 fc 7.0R 3.0 It 83R - 25.1 like 8.7 R 3.7 R MAR 17.3 like 10.5It 4.5 R ■Vert. Spread: 55.20 ■ Horiz. Spread: 25.40 LAP-2G-141LED-T2 Illuminance at a Distance Center Beam fc Beam Width 1,416 fc p' 3.1 R 15.5 R I.70, 3.3R 376 fc 6.1 R 30.1 R 5.001 164 like 9.2 R 45.6 R 6.711 91.1 fc 12.3R 61.2R 83fl 59.4 fc 15.2 R 75.8 R MAR 40.9 like 18.4 R 91.3 R ■Vert. Spread: 85.10 ■Fbrix. Spread: 155,3° LAP.2G.188LED-T4M Illuminance at a Distance Center Beam fc Beam Width l 7R 1,584 fc 3.2 R 1.5 R 3.3fl 420 fc 6.2 R 3.0 R colt fc 9.5 R 4.5 R colt 102 102 like 12.7 ft6.0R 66.4 It 15.7R7.4R 8.311 MAR45.8 fc 18.9 R 9.0 R ■Vert. Spread: 86.80 ■Horiz. Spread: 48.3° LAP-2G-108LED-T2 Illuminance at a Distance Center beam fi: Beam Width 17R 1,1571, 3AR 16.5R 307 fL 5.8R 32.0R 3 s.oR 134 fc 8.7 R 48.5 R 6ofl 74.5 fc 11.7It 65.0 At 33R 48.5 fc 14.5R 80.6R MAR 33.4 like 17.4 R 97.1 R ■Vert. Spread: 82.20 ■ Horiz. Spread: 151 LAP-2G-141LED-T4M Illuminance at a Distance Center Beam fc Beam Width 1,164 It: 2.9R 6.8it 17a 33R 314 fc 5.6R 17.1It 137 fc 6.5 R 25.9 R SAR 76.3 fc 1 L4 R 34.7 R 6.7111 49.7 fc 14.1 R 43.0 R 8 3fl 34.2 IN: 17.0 R 51.8 R MAR ■Vert. Spread: 80.60 ■Horiz. Spread: 137.8° 3 wete.ubpiaught;ngos.mm UMPIALIGHTINGreserves she right tomange eperlflatlos,coatings, dimensions without pflor house. Msk our estate for this liment product Ingformadon. UFONA L I GXTI XG LED AREA / PARKING / STREET LIGHT LAP-2G LAP-2G-72LED-T2 Illuminance at a Distance Center Beam fc Beam Width 603 fe 3.3 It 1.4It l 7R 160 fc 6.4 fit 33R .-2.6It 5.OR 69.7 like 9.6 R 4.0 R 6.7R 36.8 like 12.9 R 5.3 R 83R 25.3 like 16.0 R 6.6 R 17.4 fc 19.3 R 6.0It lO.OR ■Vert. Spread: 87, 90 ■ Horiz. Spread: 43.50 LAP-2G-108LED-T4M Illuminance at a Distance Center Beam fc Beam Width 872 fc 1.5 ft 0.8 R l 7fl 231 fc 3.0 R 1.5 R 33R lot fc 4.5 It 2.3R S.Ofl 56.1 It: 6.DR 3.1 it 6711 36.6 fc 7.5R 3.8it 8311 25.2 Fc 9.0R 4.6R MAR III Vert. Spread: 48.50 ■Horiz. Spread: 25.80 LAP-2G-188LED-T2 Illuminance at a Distance Center Beam fc Beam Width I.911 1,923 lie 3.3 R 16.2 R 3311 51a It 11.4R 31.4R s.a R 222 fc SAR 9.7 R 47.6 R 124 fc 13.0 R 63.8 R e.3R 60.7 like 16.1 R 79.1 R MAR55.6 like 19.4It 95.2 R III Vert. Spread: 88.20 ■ Horiz. Spread: 156.3° FOR DESIGN INTENT PURPOSES ONLY 2.3.23 Optional TLPC shown Mounting for Square Pole Effective Projected Area (EPA) with Square Pole Mounting. LAP-2G-72LED-T4M Illuminance at a Distance Center Beam fc Beam Width 1.7R 597 fire 1.8 R 0.8 R 3.3R 156 fire 3.5 R - 1.5 It 5.0R 69.0 fc 5.2 R - 2.3 R 69R 36.4 fc 7.0R - 3.0R 83R. 25.1 fire 8.7 R 3.7 R WAR ` 17.3 fc 10.5ft 4.5R Evert. Spread: 55.20 ■Horiz. Spread: 25.40 LAP-2121-1411-il Illuminance at a Distance Center E;ear, G Beam Width 1 Ifl 1,416 13.1 R 15.5 R 3.3R 376 fc 6.1 R 30.1 it 5.011 164 fc 9.2 R 45.6 R 6ofl 91.1 fc 12.3R 61.2it 83R 59.4 like 15.2 R 75.8 R MAR 40.9 fire 16.4 R 91.3 R ■Vert. Spread: 05.P ■ Horiz. Spread: 155.3° LAP-2G.188LED-T4M Illuminance at a Distance Center Beam fc Beam Width lift F 1,584 fc 3.2 R 1.5 it 420 fc 6.2 At 3.0 R 33R, Salt 183 fc 9.5 R 4.5 R it 102 fc 12.7R 6.0R 83R � 66.4 fc 15.7 R 7.4 R 18AR 45.8 fc 18.9 R 9.0 R ■Visit. Spread: 81 ■ hbrb. Spread: 48.3° LAP-2G-108LED-1`2 Illuminance at a Distance Center Hearn h: Beam Width 1.7R 1,1571, 3.0R 16.5R 307 fc 5.81t 32.0 R 3 3R s.olt 134 It: 6.7 R 48.5 R 67R 74.5 fc 11.7R 65.0R e3R 48.5 fc 14.5R 80.6R 10Afl 33.4 fc 17.4 R 97.1 R ■Vert. Spread: 82.20 ■ Horiz. Spread: 156.70 LAP-2G-141LED-T4M Illuminance at a Distance Center Beam fc team Width 1104 fc 2.9it 8.8it 1.1fl 33fl 314 It: 5.6 R 17.1 R 137k 6.5it 25.9R S8fl 6>I1 76.3 fc 11.4R 34.7it 49.7 fire 14.1 R 43.0 it 83fl 34.2 fc 17.0 R 51.8 R 304fl ■Vert, Spread: 80.60 ■Horiz. Spread: 137.80 3 wrvw.ulopiahghtngus.com OTOPIALIGHTINGreseresthe rghthomange swifloations. drawings, dimensions without prior nMlce.Visitour weasmtor tons, latest Wmludinformation. UFONA LI G N T I XG CRARLESe R"P Lie. No. 0406001794 21612023 MA I ent E O Ca O N Vi N C > E Biga E N v 3 Q U- 3 inMe 0 Big J U 0000 J -N d 7 O N (DW NV w v 30'x U1 eef u- o a V c X >up M 1--_Q c Uri Y rn N on M d � up Big N Z O E E Z r i­- i­- Q. W W 2: 1: N wQ 0 }O O Z Z N 7 W O O IY N ce) lL N N Q a-4 O 0 O N -ri O DATE 0711812022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY C. KOTARSKI SCALE N.A. UJ g r O i W Ld a U)JmLL WaU pO U r < O� U J MW W JOB NO. 48033 SHEET NO. L4.0 LED AREA /PARKING STREET LIGHT FOR DESIGN INTENT PURPOSES ONLY 2.3.23 Revised 3.23.2022 LAP 2 G Project Name: Type: APPLICATION For all applications In she, area and general lighting requiring high uniformity, excellent vertical light distribution reduced all visibility, reduced on -site glare and effective security light levels. The LAP luminaire delivers exceptional performance in a low-profle design. , CONFIGURATIONS FEATURES: • Diecast aluminium construction body on which electrical components. • Die-cast integral heat sink to provide thermal management. MOUNTING: • PMS: Pole mount an available for 3", 4" and 5" square pole. • PMR: Pole mount an available for 3" (PMR3), 4" (PMR4) and 5" (PMR5) dia. round pole. • SF: Adjustable slip fitter mount available for pipe installation (1 21132"1 to 2 3/8"O.D) • WM. Wall mount plate. • Mounting arm bolts are 304 stainless steel and zinc plated steel. • MA: Available for 2.375"(O.D) sized MBstAmp Pole. • MA2: Availabel for 1.9001 sized Mast Arm Pole LED: • Color Temperature: 3000 14000 / 5000K • Color Rendering Index: 70+CRI. • Nichia LED. • Lifetime: over 50,000 hours. • Optical lens is used to reduce glare. ELECTRICAL: • UL, FCC certified input Voltage range: 10OV-277V, 50161 Power factor>90%, THD <20% 72LED: Class 2 LED electronic driver. • 108LED, 141 LED, 188LED: Class 1 electronic driver. • Operating temperature: -40'C to 40°C If 1OW can reach +50"C). • Provided with integrated surge protection (6kV line - line, 1OkV lineearth). • Optional integrated 10kV/l0kA surge protection available (SP10). • Over Voltage Protect: Hiccup mode. The power supply shall return to normal operation only after the power is tumon again. • Short Circuit Protect . No damage shall occur when any output operating in a short circuit condition. The power supply shall be self -recovery when the fault condition is removed. • Over Temperature Protect: 110"C • Meets ANSI/IEEE C62.41 Category C (outdoors) High. • Waterproof (IP67) and UL Dry / Damp / Wet Location outdoor LED driver. • ROHS compliant. • Complies with Part 15 of the FCC Rules (meets 47 CFR 15, Class B). OPTIC: • UV stabilized polycarbonate lens. LISTING: • UL/CULlisted. • Listed to UL 1598 and UL 8750. • DLC listed. a • 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.DG Level 2 for Bridge/Overpass Applications. Type Input Rating Wmen Output (Imlwl Total Lumen Output Drive Current per LED EPA Rating (veto photocell) EPA Rating hd photocell) B.U.G. Rating Waight(Illa/kg) 72 T2 72W 106.11m 7644 In IAA 0.64 0.851 B3-UO-G3 23.17 Ds/ 10.5119 T3 123.31m 8977 In B2-UO-G2 T4M 124.61m 90841m B2-1.10-G2 TSS 127.41m 9251 In B3-UO-G2 108 T2 1aW 107,81m 123591m 2.1A O7 0.71 B3-UO-G3 25.381be/11.51 kg T3 109.7 On 117531m B3-U0-G3 T4M 127.21m 198501m 83-UO-G3 TSS 129.61m 139321m B4-UO-G3 141 T2 137.gW 123.591m 170481m 2.8A 0.77 0.782 B3-UO-G3 28.7be/ 12.11 kg T3 141W 115.51m 163701m B3-Ulf-G3 T4M 126.8 On 178541m B3-UO-G3 T6S 131.9 On 188311m 81 IN18M T2 112.31m 215541m 3.8A 0.9 0.914 B4-UO-G4 27.35 ins/ 12.41 kg T3 131.9 On 246451m B4-UO-G4 Tab 121.61m M8021m 133-UO-G3 Test 137.21m 258561m BS-UO-G3 aww.uteplalgkMgln.esm U110i LIGHTNIG reserves Me rain ae Mange Vesiffiessillons, Message, dimensions about pror houses. Vsk our vatilafte for the latest product linklannefflen UlO?id LI G N T I NG FOR DESIGN INTENT PURPOSES ONLY 2.3.23 LED AREA PARKING / STREET LIGHT Revised 3.23.2022 LAP 2 G Project Name: Type: 11■ IP66 APPLICATION For all applications in she, area, and general lighting requiring high uniformity, excellent vertical light distribution, reduced offshe visibility, reduced on -site glare and effective security light levels. The LAP luminaire delivers exceptional performance in a low -prole design. CONFIGURATIONS FEATURES: • Die-cast aluminium construction body on which electrical components. • Die-cast integral heat sink to provide thermal management. MOUNTING: • PMS: Pole mount am available for 3", 4" and 5" square pole. • PMR: Pole mount am available for 3" (PMR3), 4" (PMR4) and 5" (PMRS) dia, round pole. • SF: Adjustable slip fitter mount available for pipe installation (1-21/32"0.D to 2-3/8"O.D) • WM: Wall mount plate. • Mounting arm bolts are 304 stainless steel and zinc - plated steel. • MA: Available for 2.375"1 sized MastAmp Pole. • MA2: Availabel for 1.900"(O.D) sized Mast Arm Pole LED: • Color Temperature: 3000 / 4000 / 5000K • Color Rendering Index: 70+ CRI. • Nichia LED. • Lifetime: over 50,000 hours. • Optical lens is used to reduce glare. ELECTRICAL: • UL, FCC certified input Voltage range: 100V-277V, 50/BOHz • Power factor >90%, THD <20% • 72LED: Class 2 LED electronic driver. • 108LED, 141LED, 188LED: Class 1 electronic driver. • Operating temperature: -40°C to 40"C (110W can reach +50'C). • Provided with integrated surge protection (6kV line - line, 101kV line -earth). • Optional integrated 10kV/10kA surge protection available (SP10). • Over Voltage Protect: Hiccup mode. The power supply shall return to normal operation only after the power is tumon again. • Short Circuit Protect: No damage shall occur when any output operating in a short circuit condition. The power supply shall be self -recovery when the fault condition is removed. • Over Temperature Protect: 110"C • Meets ANSI/IEEE C62.41 Category C(outdoors) High. • Waterproof (IP67) and UL Dry / Damp / Wet Location outdoor LED driver. • Roi compliant. • Complies with Part 15 of the FCC Rules (meets 47 CFR 15, Class 8). OPTIC: • UV stabilized polycerbonate lens. LISTING: • UL/CULlisted. • Listed to UL 1598 and UL 8750, • DLC listed. a • ARRA compliant. (optional) • Suitable for wet location. • Tested to IESNA LMBO standards. • LM79, LM80. • 5 years limited warranty. • 7 or 10 years limited warranty. (optional) 4 • IP66 Rating. • Certified to ANSI C136.31-2010, 3.0G Level 2 for Bridge/Overpass Applications. Type Input Input Wmen Output (Imlw) Total Wm Output Drive Current DriCurrent pin LED EPA Rating (who photocell) EPA Rating (I photocell) B.U.G. Ratin g VPaigM P6sll®) 72 T2 72W 106.11m 761Im 1.4A 0.64 0.651 B3-UO-G3 23.17ba/10.511g T3 123.3111 89771m 82-Ulf-G2 T4M 124.51m 9064 On B2-UO-G2 TSS 127.41m 9251 On 83-UO-G2 to T2 really 107.8 On 123591m 2.tA 0]0.71 B3-UO-G3 25.38 has 111.51 kg T3 109.7111 11753 In B3.UO.G3 T4M 127.21m 136501m 83-Ulf-G3 TSS 129.61m 139321m B4-LIOl 141 T2 137AW 123.59 In 17NBInt 2.8A 0.77 0.782 S3-U0-G3 26.7 its/12.11 kg T3 141W 115.51m 163701m B3-U0-G3 T4M 126.81m 178541m B3-UDG3 TSS 131.91. 18831 Ira B4-UGG1 IN T2 1SSW 112.31m 27"a'a 3.8A 0.9 0.914 B4-UO-G4 27.386s/ 12.41 kg T3 131.91m 246451m B4-UO-G4 T4M 121.0Ira 228621m B3-LI TSS 137.21m 25856111 BS-UO-G3 www.uteplalgMMgu.mm UTOPKLIGHTNGreeaw teegMOMangespx and ns,dmwhgs,desnsknewbuutpdornde.MskourwsbseforM le predxdlhkrmstbn. UEO?id L I GNTI NG LED AREA / PARKING / STREET LIGHT FOR DESIGN INTENT PURPOSES ONLY 2.3.23 LAP2 G Polar Candela Distribution (TYPE 3 medium+ House Shield) Polar Candela Distribution (TYPE 3 medium) d a. N 4 a a $, ar 4, ORDERING INFORMATION Downward Street Side 8,120.0 92.1% Downward House Side 701.5 8% Downward Total 8,821.5 100% Downward Street Side 7,304.4 62.2% Downward House Side 4,448.7 37.9% Downward Total 1 11,753.1 100% EXAMPLE: LAP-2G-IOBLED-50K-T3-UNV-DM-BZ-WM MODEL LED COLOR TEMP. DISTRIBUTION VOLTAGE DIMMING FINISH LAP-26 72LED 72W(40LEDs) 30K 3000K T2 Type 11 UNV 120-277V(Bid.) DM 0-10V BZ Dark Bronze 108LED 108W (61 WOK 4000K 347 347V Dimming RALH8019 (Std.) 141LED 141W(BOLEDs) 50K 5000K (Bill T3 Type 111 480 480V (Sid.) 188LED 188W(120LEDa) •AwiHuecuslom xxxLED Customized Waist TAM Type IV Medium { assets hro.meos odrlNAy o wim me RAL number. Lumen package' L�f •xo,.au"oars a"wwio,earamaye. TSS Type VShea MOUNTING OPTIONS OF Slip Fdter HS House Shield LRD309S-x 0i Dimming Control Multi -level hgMow step WIN wall Mount RC NEM4lwiailak receptacle only (no Controls) dim and Smart dim Occupancy Sensor('4R remote PMS Square Pole Mount Ann RC7 NEMA7-wire receptade only (no controls) programmable), (Sea note 7 to select lens fork") ad PMRS 3' Rand Pole Mount Arm TLPC7 3-Pin Receptacle and Twist Lock Photocell Installed 120V LRD5098-x IP-66 rated integrated 0-7 OV SmartDlM or multi -level PMR4 4' Round Pole Momn Arm TLPC2 3-Pin Receptacle and Twist Lod( Photocell Installed 2TTV hgMlow dim control occupancy sensor (9R remote PMR5 5' Round Pole Mount Arm TLPC3 3-Pin Receptacle and Twist Lode Photocell Installed 120V.277V programmable), (See note 7 to select rem for'X) ae MA Horizontal Tenon Mourn TLPC4 3-Pin Receptacle and Twist Lock Photocell Installed 480V RS-LRD Remote programmerfor LRD-509S and LRD6309S (Mounts to TIP, 2.375' 0.D) TLPCSC Shorting Cap PSCSLE-SR MOWong 0-10V Bi4mi passive infrared (PIR) MA2 Horizontal Tenon Mount RS Remote handheld configuration tool for FSP-211 occupancy senor with dim-toofi for Bluetmth Mesh in (Mounts to 1-101P, 1.900"O.D) 'ar4anragayarmeanwN Silvairenabled SP10 Integrated 10kV/10kAsurge protection ARRA Assembled in USAfor BuyAmeriwn act FSP-211 0-10V Dimming Control Occupancy Sensor 1.2 BR Bird Guard, Stainless Steel Spikes FSP-L2 Lms@ 8' height (up to 44'diameter) 07W Optional 7 Years Limited Warranty �(L2) (1.3) FSP-L3 Lens@ 20'height(up to 40'diametar) 0101111 Optional 10 Years Limited Wamnty' (1-7) FSP-L7 Law @ 40'height(up to IDT diameter) REM16 Remote 1SW Emergency Battery Backup (CEC Compliant EM) in blade finish 10," 318 1316 Stainless steel mounfirg an bolls NOTES: 7. A: Standard cone shape Lens @ 15' height (up to 30' coverage) 1. Must specify lens. (I L3, L7) B: Extra wide rare shape Lens @ 10' height (up to 80' coverage) 2. Default settings are TRla 24 compliant for all spaces that do not require daylighting. C: High bay cons shape Lens @ 30' height (up to 90' coverage) For spaces that do require 8, adjustments will be Ilecessary forthe Hdtl OS Setpolnt and the Photocell functions. D: Standard round shape Lens @ 20' height (up to 40' coverage) 3. Desight-ights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualfietl. F: Extra wide dome shape Lens @ 20' height (up to 80' coverage) Please check me DLC Oualifind Products List at �nln chfs ora/OPL to confirm which versions are qualifed. G: Aisle way arch shape Lens @ 40' height (up to 129 coverage) 4. This limited warranty covers electrical parts only and does nor apply to labor, equipment lease, H: High bay dome shape Lens @ Bothell (up to 50' coverage) or defect from improper installation or operation. S. Order "RS-LRD° to adjust sensor cetting. 5. Standard dimming 0.10V, ANSI C136.41, Photocell and shorting cap by others. 9. DLC is not available. 6. Its default setting to be found on the IR-TEC installation instructions. 10. Only available with Wall Mount. 11. Remote Box is UL1598 recognized, IPN, IP67 rated, and emblem temperature up to 556C. UrOPid UTOPIA LIGHTHIG Me M Mange drewMgs, dimensions Mat for the latest Intermittent 2 x+vw.ubplefith rgu.mm reserves rglrc specLbtlos, L I G N T I NG about star notes. our weeks product LED AREA/ PARKING / STREET LIGHT LAP-2G W40WW to o mill wow r4o • I iz �'sW wnw WOy to R R Y Y b a 4 e • a ORDERING INFORMATION FOR DESIGN INTENT PURPOSES ONLY 2.3.23 Polar Candela Distribution (TYPE 3 metlium+ House Shield) Polar Candela Distribution (TYPE 3 medium) Downward Street Side 8,120.0 92.1% Downward House Side 701.5 8% Downward Total 8,821.5 100% Downward Street Side 7,304A 62.2% Downward House Side 4,448.7 37.9% Dowmvard Total 11 7." 1 100% EXAMPLE: LAP-2G-108LED-50K-T3-UNV-DM-BZ-WM MODEL LED COLOR TEMP. DISTRIBUTION VOLTAGE DIMMING FINISH LAP-26 72LED 72W(40LEDs) 30K 3000K T2 Type 11 {� . BZ Dark Bronze 347V 480V 108LED 041 LED 108W(60LEDs) 141W (BOLEDs) e10K 50K 4000K 5000K (Bid.) T3 ,,LIB], Type III 70�IF 480 RALg8019(Std.) (Ste.) LED xxxLED 188W(12OLEDs) Customized Wattages Lumen package 2 T4M Lt Type IV Medium ® •Awihuecussir Fees prohde •xmGuhaak o,InAtl ha wit the RALnuhish nhbwnn avha Maga. TSS Type V Short ak MOUNTING OF Slip Fitter HIS House Shield LRD-309S-x 0-10V Dimming Control Muld-level hi9Mow step WM Wall Mount RC NEMA twist -lock raceptade only (no controls) dim and Smart dim Occupancy Sensor ("IR mmote PMS Square Pole Mount Arm RC7 NEMATwire receptacle only (no controls) programmable), (Sea note 7 to select lens for `z') ae PMRS 3" Rand Polo Mount Arm TLPC, 3-Pin Receptacle and Twist Lock Photocell Installed 120V LRD-509E.x IP-66 rated intograd 0-10V SmartDIM or multi -level PMR4 4" Rand Polo Mount Arm TLPC2 3-Pin Receptacle and Twist Lack Photocell Installed 277V hills low dim control occupancy sensor ('IR remote PMR5 5" Round Pole Maul TLPC3 3-Pin Recepte de and Twist Lode Photocell Installed 12OV-277V programmable), (See note 7 to select lens for "z') its MA Horizontal Tenon Mount TLPC4 3-Pin Receptacle and Twist Lock Photocell Installed 480V RS-LRD Remote progmmmafor LRD-5098 and LRD-309S (Mounts to T IP, 2.375'0.D) TLPC-SC Shoring Cap PSG-BLESR McWong 010V Bi4evel passive infrared(PIR) MA2 Horizontal Tom Mount IRS Remote handheld configuration tool ter FSP-211 occupancy sensor with dim-toofi for Bluetooth Mesh in (Mounts to 1-11T IP, 1.900"O.D) •GAatEaday6rhwecplvN Silvairenabled SP10 Integrated 10kV/10kAsuge protection ARRA Assembled in USAfor BuyAmericanact FSP-211 0-10V Dimming Control Occupancy Sensor' 2 BR Bird Guard, Stainless Steel Spikes FSP-L2 Lem@ 8'height(up to 44'diameter) 07W Optimal 7 Years Limited Warranty' �(L2) (1-3) FSP-L3 Lens @ 20'height(up to 40'diameta) 01OW Optional lO Years Limited Warranty' (1-7) FSP-L7 Lens @ 40'height(up to 100'diameter) REM16 Remote 16W Emergency Battery Backup (GEC Compliant EM) in stack finish la" 316 316 Stainless steel mounting an bolts NOTES: 7. A: Standard cane shape Lens @ 15' height (up to 30' coverage) 1. Must specify lens. (12, L3, L7) B: Extra w e cote shape Lens @ 10' heigM (up to 8m oe mge) 2. Default settings are Title 24 compliant for all spaces that do not require daylighting. C: High bay core shape Lens @ 3e height (up to 90 coverage) Far spaces that do require R, adjustments will Be cecessary forthe Hdtl OS Setpoint and the Photacell functions. D: Standard round shape Lens @ 20' height (up to lU coveraugge) 3. Dessigni-ighls Consortium® (DLC) qualified! product. Nor all versions of this product may Be DLC qualified. F: Extra wide dome shape Lens @ 20' heigM (up to BO' coverage) Please check the DLC Oualifind Prndlcls List at wwwdesionliahts.ora/OPL to confirm which versions are qualified. G: Aisle way arch shape Lens @ 40' height (up to 12U coverage) 4. This limited warranty covens electrical parts only and does not apply to labor, equipment lease, H: High bay dome shape Lens @ total (up to 50' coverage) or defect from improper installation or operation. B. Order •RS-LRD'to adjust sensor setting. 5. Standard dimming 0.10V, ANSI C136.41, Photocell and shorting cap by others. 9. DLC is nor available. 6. Its default se6ing can be found on the IR-TEC installation instructions. 10. Only available with Wall Mount. 11. Remote Box is UL1598 recognized Ina, IP67 rated, and ambient temperature up to 51 UFOM,& UTOPMLIGHTNGmew Mergkte Aangaep 2 awwutrp elgkMpu rum m® m,dre gads wsWswbortpdorndn L I G N T I NG .VLkourweeebrtelatestpraductlMmm . LED AREA / PARKING / STREET LIGHT LAP-2G �ii:I_ III III/ LAP-2G.72LED-T2 Illuminance at Or Distance Center Beam Fc Eeam Width fc 3.3 It 1.4R Lot,603 _ 160 fc 6.4R 2.6R 3.3R- 69.7 fc 9.6It 4.0It SAR 6.7R 36.6 fc 12.9 It 5.3 ft 8.311, 25.3 fc 15.0 R _ 6.6 R 10.0R 17.4 fc 19.3 ft 6.0 It ■Vert. Spread: 87.9° ■ Haiz. Spread: 43.5e LAP-2G-108LED-T4M Illuminance at a Distance Center Beam fc Beam Width 872 fc:] 1.5 R 0.8 ft l 7fl 3.3R 231 It 3.0 R 1.5 ft soft lot fc 4.5 ft 2.3R 56.1 fc 6.0 R 3.1 R 6.7fl 83R 36.6 fc 7.S ft 3.8 R SO.OR 2S2 Fc 9.0 R 4.6 R ■Vert. Spread: 48.5a ■ Hertz. Spread: 25.80 LAP-2G-188LED-1`2 Illuminance at a Distance Center Beam Is: Beam Width 1 7fl 1,923 fc 3.3 ft 16.2 R MR 51a fc 6.4ft 31.4R S.aR 222 fc 9.7 R 47.6 R 6.7R 124 fc 13.0ft 63.8R 8.3R 60.7 fc 16.1 R 79.1 R 10,01! 55.6 fc 19.4 ft 95.2 R ■Vat. Spread: 88.20 ■Nora. Spread: 156.3- FOR DESIGN INTENT PURPOSES ONLY 2.3.23 Optional TLPC shown Mounting for Square Pole Effective Projected Area (EPA) with Square Pole Mounting. LAP-2G-72LED-T4M Illuminance at a Distance Center Beam Fc Ba3m Width 597 fc 1.8it 0.8 it l7R 158 fc 3.5R 1.5 ft 33R 69.0 fc 5.2R 2.3R SOR 6711 36.4 fc 7.0It - 3.0 ft 8.3@ - 25.1 fc 8.7R 3.7 it IaAR 17.3 fc 10.5 R 4.5 R ■Vert. Spread: 55.2a ■ Horiz. Spread: 25.4N LAP.2G.141LED-T2 Illuminance at a Distance Center Beam Fc Beam Width IJR 1,416 fc 3.1 ft 15.5 R 3.3R 376 fc 6.1 ft 30.1 ft 5.OR 164 fc 9.2 R 45.6 it 6JR 91.1 fc 12.3It 61.2 ft 83R 59.4 fc 15.2 R 75.8 ft WAR 40.9 fc 18.4It 91.3 R ■Vert. Spread: 85.1- ■Horiz. Spread: 155.3e LAP-2G.188LED-T4M Illuminance at a Distance Center Beam fc Beam Width IJR 1,584 Fc 3.2 R /.5 R 420 fc 6.2 R 3.0 R 3.3R 183 fc 9.5 ft 4.5 It 5.011 6JR 102 fc 12.7 R6.0fit 66.4 Fir 15.7 It 7.4 R 8.3R 1,OR 45.8 fc 18.9 R. 9.0 R ■Vert, Spread: 86.8- ■Horiz. Spread: 48.3N o Mounting for Slip Fitter LAP-2G-10BLED-T2 Illuminance at a Distance -ente.r Beam It: E'am Width 1,157 fc 3.0 ft 16.5It 17h 3311 307 fc 5.8 R 32.0 R 134 fc 8.7 R 48.5 ft 5.811 74.5 fc 11.7 R 65.0 R 6J11 8 3fl 48.5 fc 14.5 R 80.6 R 33.4 fc 17.4 R 97.1 R IOAfl ■Vert Spread: 82.20 ■ Horiz. Spread: 156.7e LAP-2G-141LED-T4M Illuminance at a Distance Center Beam fc Beam Width IJR 1,184 fc 2.9R 8.8It 3aft 314 fc 5.6R 17.1ft 137 fc 6.5R 25.9ft SAR 76.3 fc 11.4 R 34.7 R 6.7fl 83fl 49.7 fc 14.1 R 43.0 R 34.2 fc 17.0 R 51.8It Walk Evart. Spread: 80.6a ■Horiz. Spread: 137.80 3 aww.umplelgkApu.esm UTOPIA LIGHTING reserves Me rain ae Mange spedfl®tlou, drewepa, derlenabna without star house. Visit our secants for the latest product information. ULOpiAl L I G N T I NG LED AREA/ PARKING / STREET LIGHT LAP-2G LAP-2G-72LED-T2 Illuminance at a Distance Center Beam Fc Beam Width_ 17R 603 fc 3.3 R 1.4R 33R 160 fc 6.4 R 2.6It 5.0R 69.7 fc 9.6 R 4.0 R 6.7R 36.6 fc 12.9 ft 5.3 R 838, 25.3 fc 16.0 R 6.6 ft 17.4 fc 19.3ft 8.0R IO.OR ■Vert. Spread: 87.9e ■Horiz. Spread: 43.50 LAP-2G-10BLED-T4M Illuminance at a Distance Center But'. fc Beam Width 872 fic l 1,5 R 0.8 R L7R 33R 231 fc 3.0 R 1.5 R 101 fc 4.5 ft 2.3R 5011 56.1 Ic 6.0 ft 3.1 R 6JR 36.6 fc 7.5 R 3.8 ft 8.3R 25.2 fc 9.0 R 4.6It 10OR ■Vert. Spread: 48, 5° ■Horiz. Spread, 25.8- LAP-2G.188LED.T2 Illuminance at a Distance Center Beam Is: Beam Width 1.7R 1,923 fc 3.3 ft 16.2 ft 33R 51a fc IiA ft 31.4 ft 5.aft 222 fc 9.7It 47.6 R 6JR 124 R 13.0It 63.8 R 8.3R 60.7 fc 16.1 R 79.1 R 10AR 55.6 fc 19.4ft 95.2ft ■Vat. Spread: 88.2' ■Horn. Spread: 156.3' FOR DESIGN INTENT PURPOSES ONLY 2.3.23 Optional TLPC shown A �o�aM�pr• Effective Projected Area (EPA) with Square Pole Mounting. LAP-2G-72LED-T4M Illuminance at a Distance Center Beam Fc Beam Width lift 597 fc 1.6 R 0.8 R 3.3R ISO fc 3.5 R1.5fit 5AR 69.0 fc 5.2 R _ 2.3 R 6.IR 36.4 fc 7.0R - 3.0 ft 8.3R 25.1 fc 8.7 R _ 3.7 R Ie.OR 17.3 fc 10.5 R 4.5 R ■Vert. Spread: 55.2- E Horiz. Spread: 25.4e LAP.2G.141LED-T2 Illuminance at a Distance Canter Beam fc Beam Width 1,416fc ♦ 3.1ft 15.Sft 1.I11 ,T. 3.31R 376 fc 6.1 R 30.1 R MR 164 fc 9.2ft 45.6R 6.711 91.1 fc 12.3R 61.2ft e311 59.4 fc 15.2 R 75.8 R W.OR 40.9 fc 18.4It 91.3 ft ■Vert. Spread: 85.1" ■Horiz, Spread: 155.30 LAP-2G-188LED-T4M Illuminance at a Distance Center Beam fc Beam Width 17R 1,584 fc 3.2 R 1.5 R 420 fc 6.2 R 3.0 R 3.3R _ 183 Fc 9.5 R 4.5 ft S.oR 6.7R 102 fc 12.7 It 6.0 R 66.4 fc 15.7 It 7.4 ft 8311 1a.aR 45.8 fc 10.9 R. 9.0 ft ■Vert. Spread: 86.80 ■Horiz. Spread: 48.3e LAP-2G.108LED-T2 Illuminance at a Distance Center Beam It Beam Width 17R 1,157 ft 3.0 It 16.5ft 307 Fc 5.8 It 32.0 R 3 3R s,oR 134 fc 6.7 R 48.5 ft 6Jfl 74.5 fc 11.7It 65A ft 8311 46.5 ft 14.5ft 80.6it IOAfl 33.4 fc 17.4 R 97.1 ft ■Vert. Spread: 82.20 ■ Horiz. Spread: 156.7G LAP-2G-141LED-T4M Illuminance at a Distance Center Eeam if, Boom Width 1,184 Ic 2.9It 8.8it IJR 33fl 314 fc 5.6R 17.1ft 137 fc 8.5 R 25.9 R 5AR 69R 76.3 fc 11.4 R 34.7 ft 49.7 fc 14.1 R 43.0 R 8.311 1oAfl 34.2 Fc 17.0 R 51.8 R ■Vert. Spread: 80.6- 11111 Spread: 137.80 3 wetw.ufopialigMingu.esm UTOPIALIGHTRIGrsern eteerghte,Mangespsifiesfios,drawings,darensicnswahoxpdorode.Visitourwebake for the latest pmtluslinformation. MOM L I GNTI NG CRAi R" P Lie. No. 041 21612023 As M E 0 On,O N Vi N 0 > E W a E LU I_ w v 3 Q LL 3 O LL 0 W 0 m.i J U 0000 J -U d 7 p N (.DW rvV u 30'x 0 LL DI 3C Z c =v>� F Q . c Ont 0 "N N N M 00 a � cia H Z Z Z a W W IX 2: 2: N wQ O O O Z Z (n O Z) W O O Of N (+1 W N N Q p-I O O N O DATE 0711812022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY C. KOTARSKI SCALE N.A. V g r O i ui Lq a U)JmLL v , 0 r00 r O U = !n J /W W JOB NO. 48033 SHEET N0. L4" 1 m Tit 3 c a D a0 o IY O oZ 2O 6 2 c rum a w c so O u O c � m O 3 y Z m O E ma '6 N `o2 5 at. eN a m m 2 Y 3 -so X c 0.0 m 16 .E 0 ,a tl (l O Log m o a c MM 10 a 0 o rn w-6 so note noC a D C O N nE an E F_