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Home My WebLink AboutSDP202200062 Plan - Submittal (First) 2022-10-18 (2)E BERKMAR SELF STORAGE SITE DATA: TAX MAP PARCEL AND OWNER INFO: PARCEL 04500-00-00-112E0 PARCEL 04500-00-0011200 BERKMAR HOLDINGS LLC 411 EAST FRANKLIN STREET, STE 400 RICHMOND, VA 23219 LIMITS OF DISTURBANCE: 5.00 ACRES EXISTING AREA: PARCEL 04500-00-00-112EO = 1.73 AC. PARCEL 04500-00-0011200 = 2.69 AC. EXISTING ZONING: HIGHWAY COMMERCIAL. RELATED TO ZMA-2016-00009 OVERLAY DISTRICT: MANAGED SLOPES SHOWN PER ALBEMARLE COUNTY GIS, AIRPORT IMPACT AREA (AIA), AREAS OF MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT. THESE OVERLAY DISTRICTS ARE NOT BEING REVISED AS PART OF THE PROJECT. MAGISTERIAL DISTRICT: RIO CURRENT USE: WOODED AREA PROPOSED USE: COMMERCIAL SELF -STORAGE (105,000 GSF) HOTEL (43,364 GSF) MAXIMUM BUILDING HEIGHT: 65 FT PROPOSED BUILDING HEIGHTS: COMMERCIAL SELF -STORAGE 40 FT HOTEL 49 FT PROPOSED IMPERVIOUS AREA: 3.04 AC SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TYLER JAMISON ROUDABUSH, GALE & ASSOCIATES, INC 999 2ND STREET SE CHARLOTTESVILLE, VA 22902 434-977-0205 SURVEY CONDUCTED: MAY 14, 2021 SURVEY REVISED: JUNE 20, 2022 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 REQUIRED & PROVIDED BUILDING SETBACKS: FRONT: 53 FT MIN. SIDE: 56 FT MIN AND 50 FT MIN REAR: 36 FT WETLAND IMPACTS: NONE UTILITIES: ACSA WATER AND SEWER WATERSHED: SOUTH FORK RIVANNA (BELOW RESERVOIR) FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. PARKING CALCULATIONS: HOTEL PARKING: HOTEL PARKING REQUIRED: 1 SPACE PER ROOM = 1 SPACE X 92 ROOMS = 92 SPACES PROVIDED HOTEL PARKING: 83 SPACES SELF -STORAGE PARKING: SELF -STORAGE PARKING REQUIRED: 8 SPACES (PER SECT. 4.12.7 SELF -STORAGE WAS NOT LISTED IN SECT. 4.12.6) PROVIDED SELF -STORAGE PARKING: 8 SPACES Berkmar Self Storage Site -Trip Generation Analysis - Peak Hour of Adjacent Street Buildout Land Use AM Peak Hour PM Peak Hour Average Land use Size Units Code In Out Total In Out Total Daily Trips Propposed Develeopment Self Storage 105000 S.F. 151 5 4 9 8 8 16 152 Hotel 92 Rooms 310 22 17 39 20 20 40 735 Total Propsed Development Trips 1 27 21 48 1 28 28 56 887 Note: Based on the Institute of Transportatin of Engineers Trip Generation, 11th Edition. Assume General Urban/Suburban land use category UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE 3 9VAC25-790-460): HOTEL = 130 GPD/ROOM 130 GPD/ROOM X 92 ROOMS TOTAL = 11,960 GPD AVERAGE HOURLY DEMAND = 11,960 GPD / 24 HOURS = 498.3 GPH MAXIMUM HOURLY DEMAND = 498.3 GPH X 300% = 1,495 GPH PEAK HOURLY DEMAND = 1,495 X 150% = 2,242.5 GALLONS 2,242.5 GPH / 60 MIN = 37.38 GPM SELF -STORAGE FACILITY = 15 GPD/PERSON (PER 8-HR. SHIFT) SEWER FLOW (AVERAGE DAILY FLOW) AVERAGE FLOW RATES (FROM TABLE 3 9VAC25-790-460): HOTEL: 130 GPD X 92 ROOMS = 11,960 GPD FINAL SITE PLAN SDP-2022-0052 COUNTY OF ALBEMARLE, VIRGINIA o7/is/zozz sOliu, CIF aFRe�,,rF O� PROJECT LOCATION Mundy yufn r, cemNery 0 'yes naafi � ko gp9. q n aR vo e cif 1' a Sao e D 9pA z� a P Oalt'+bj0o1'. or W� $f0 Ferrante, School eµ e "ao o� Q ;` 30 � � Y e 3` v 'Ih W C'v a � grau4m.r.m � may Woadbroog °of o, Elementary smoal M)FS U. g D 11/0 Me a pad �a a9 �v l 'Ndn VICINITY MAP SCALE 1"=1000' 0 Vtn °4 F�ao as �yP (y °;y 6loucez[er Rd 76 fo, •`�ll Vas < OWNER: BERKMAR HOLDINGS LLC 411 EAST FRANKLIN ST STE 400 RICHMOND VA 23219 CONTACT: FRANK STONER TELEPHONE: (434) 245-5804 EMAIL: FSTONER@MILESTONEPARTNERS.COM ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: JESSICA DENKO, P.E. TELEPHONE: 434-295-5624 EMAIL: JESSICA.DENKOCaITIMMONS.COM c 6 4 s� 4 �Pd C ,�eaaNMa•` � T Rf Pti 5 Cove Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 PROFFERS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 NOTES & DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C4.0 LAYOUT PLAN C4.1 UTILITY PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 DETAILED GRADING PLAN C7.0 EASEMENT PLAN C8.0 STORM PROFILES C8.1 STORM PROFILES C9.0 UTILITY PROFILES C9.1 UTILTY PROFILES C10.0 SIGHT DISTANCE PROFILE L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 LIGHTING PLAN L4.0 LIGHTING DETAILS TOTAL SHEETS = 21 Albernade County Service Aulthbrity Hydrant Flow Date of Report 6/3/2022 Test Report 168 aq,map loan CalaMesMe. vn Yl9t t 14MI an" I Location MALLOY 29 N Pressure Zone URBAN RING Date and Time of Test 5/2/2022 8:54:00 AM Minutes of Flow 2 Pipe Size (Inches) 12 Pressure Hydrant 10383 Static Pressure (psi) 128.2 Residual Pressure (psi) 114. - Q20 Looped El Q20 Multiple Inline Hydrants ®Q20 Single Flow El Sprinkler Test Single Flow Flow Hydrant #1 F 12455 Pitot Pressure #1(psi) 7 94 Yellow 1 © Test Flow 1 1585 Flow Hydrant #2 Pitot Pressure #2 (psi) Yellow 2 El Test Flow 2 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 ❑ Test Flow 3 Total Estimated Flow (gpm) 1585 AWWA Q20 Calculation (gpm) 4763 (No value in 010 indicates insufficient pressure drop for WO OR a sale spdnklertertJ Comments Hydrants opened all the way; For menad of calculating pact flow with a not pellem diffuser: Me eq. 2, Weida and lutes article 19901oumal Management and Operations AwWA. For yellow Pollard diffusers, a best fit third order potymmlal equation afthe Pollard flow vs shot pressure gauge Is usad. Estimated Consumption (gal) 1170 For use for water audit Signature of Tester: Test Hydrant • Flow Hydrant n 1 & `vim 112455 C� Q ;a all a / o e � `\ 29 "I'll fo Pe /cb m.le meow ey -rearde bam N MPmaM omv.'m nalw,.nY w wear. w6 danen awio®uor' mFlwenma�. 0 90 180 2y0 3fi0 '=mPww', a r,.AAo:vP Foal tus, Ownership .1. AGSA Ac,- Pnra&...eats Inslalle6 Pnvale OwrsrsF Involled.AcS AGSA Water servlm ACSAFIrMaln nn,WabMaln Sek p Pra a,t ownarshp SA Water Mal ily Type Po,able Wall allillev ser jESSICA R. DENK0 Lie. No. 57291 N Z 0 z O� I- .. W U 2:W O O U Z O Z U) 7) > O W U DATE 0711812022 DRAWN BY R.vanNiekerk DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE N/A UJ Oa\ / (� V / LLJ J J m W Lu Q o �"U 0 o U cl� MLU W 1OB NO. 48033 SHEET NO. C0.0 L p`T H OF `7�c Original Proffers � 2. a) The following by right uses in Highway Commercial (HQ zoning shall not be permitted: C> DENKO y JESSICA R• 57291 Amendment i. Pipe and tobacco shops Llc. Np, ii. Barber/Beauty shops A 10/13/22 PROFFER STATEMENT iii. Laundromats iv. Farmer's Markets FSSIONA�� ZMA No. 2016-09 v. Funeral Homes vi. Wayside Stands Tax Map and Parcel Number(s): 04500-00-00-112EO, 04500-00-00-11200 vii. Hospitals viii. Restaurant drive thru windows o E Owner(s) of Record: Brian J, McMahon & Stephen K von Storch (TMP 04500-00-00-112EO) b} The following use shall be restricted: N N Stuard R Wood (TMP 04500-00-00-11200) i. Cemeteries — The existing cemetery shall not be expanded. E i i. Mini -storage — Shall be limited to the Secondary Development Zone or the upper floors a E Date of Proffer Signature: December 9, 2016 within the Primary Development Zone.LU 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 o site. This represents approximately 25% of the projected total floor area projected to be built on the W L M Brian J, McMahon &,Sfoghen K von Storch (TMP 04500-00-00-112EO) Stuard ItWood (TMP 04500-00- Property. d u z 00-11200) t- z are the owners (the "Owners") of Tax Map and Parcels 04500-00-00-112EO and 04500-00-00-11200 4. Faring establishments built on the property shall be limited to 1,500 square feet or less per establishment. z y p U UJ "Property") which is the subject of rezoning application ZMA No. 2016-09, a project known as the Wood _J n x < W 2:(the O von Storch Rezoning (the "Project"). 5. Residential o ? o zp v uses shall be secondary and limited to the upper floors ofmulti-story buildings, _ Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the ,,, u) 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 above. These conditions are proffered as a pan of the requested rezoning and the Owner acknowledges that the existing right-of-way and a building setback line measured on the property, 44 feet from the Center a conditions are reasonable. Line of the Berkman Drive Right of Way (Reserved Area) until the Small Area Plan for Berkmar o w Drive is completed. This reservation, or a portion thereof, will terminate upon determination by the O ~ The Owners shall construct improvements on the Property in general accordance with the Concept County in the Small Area Plan that some or all of such Reserved Area is not needed (The Reservation Plan prepared by Stoneking von Storch Architects entitled "3400 Berkman Drive Concept Plan" dated Period). The Reserved Area shall remain free of buildings or other obstructions during the Reservation ui 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 withince requirements as determined by the Director of Planning and the Zoning Administrator. To be in the Reserved Area. If the determination of the County in the Small Area Plan is that the Reserved M general accord with the Concept Plan, future development shall reflect the following major elements as Area, or a portion thereof, will be needed for future Berkmar widening or improvements, then the (D 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 Berkman Drive and extending into the = 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 Primary 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 M 7 below and pedestrian access from Berkman Drive. any existing or proposed primary structure in the Primary Development Zone. b. Frontage Zone — An area fronting on Berkman Drive of a g g 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 o DATE Frontage Zone and provide for pedestrian access from Berkmar Drive. the Concept Plan until the Small Area Plan for Berkman Drive is completed. This reservation, or a 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 Berkman 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 Berkman Drive to Rte 29, then the DESIGNED BY as shown on the Concept Plan, subject to the terms in proffers 6 and 8 below. Reserved Area, or a portion thereof, may be acquired by the County or VDOT for such purpose. • • J. DENKO 1 • CHECKED BY 2 J. DENKO • SCALE • N/A • • • 9. Owner shall delineate the boundaries of the cemetery identified on the Concept Plan and submit 9. Owner shall delineate the boundaries of the cemetery identified on the Concept Plan and submit a treatment plan for such cemetery for approval by the County Director of Community Development, a treatment plan for such cemetery for approval by the County Director of Community Development, or designee at the plan or plat review stage of any development on the property which could impact the ordesignee or designee at the plan or plat review stage of any development on the property which could impact the cemetery. cemetery. OWNERS: OWNERS: �� 1% 7 0 LU Brian J McMahon Brian J. McMahon ( V /1 Ste (L�—' Stephen [��} p von Storch St t hen Stephen K. von Storch O Q e w J lY Robin M. Wood Robin M. Wood L7 Q LL 2: W J m Ll_ W a U) LL O ��u_ L f_ f1 U U 0 MW 3 3 ]OB NO. 48033 SHEET NO. C1.0 L r- ACSA GENERAL WATER & SEWER CONDITIONS GENERAL NOTES ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES p �T H OF 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY ACSA INSPECTORS. THE CONTRACTOR WILL (ACSA) 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT � O Q C BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY 2 CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. � R. DENKO y 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. c> JESSICA 57291 WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND 1.1C. No. LINES AND STRUCTURES, AS NECESSARY. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. A 0 I O�I 3�22 �� 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER 3. FEDERAL, STATE AND LOCAL AGENCIES. LAND USE PERMITS MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. O FFSSIONA� V CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. (LUP-A) 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER �� 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). ARE TO BE ACHIEVED. 6. THE CONTRACTOR SHALL RESPONSIBLE FOR NOTIFYING MISS UTILITY 4. 5. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT PIPES ALL (-552-EET 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. ^� E o 9 ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. rn N U THE LINE.VALVES OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. CFR PART 1926). E a E 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE w � w N 3 JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. ¢ UM 3 p a UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. w O m t h LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. ¢ � v 00 a - Lr; z O UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. w w ii � o N F 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO rn ry v a .. z w THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE z � 1 V UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. Rivanna Water & Sewer Authority (RWSA) 5 O x LL N 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION o ix o MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF General Water & Sanitary Sewer Notes Ln x v " U z O r INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL = > � ~ N. z 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR Last Revised: April 2016 C rn O 16. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. w V OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) ^� AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE 1. All materials and methods of construction shall comply with the latest version of the General o w DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE PLACEMENT OF AGGREGATE BASE COURSE. Water and Sewer Designand Construction Standards - Version 1.0, adopted in December 2015, UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIESP AS DEEMED NECESSARY. except as modified below or modified in Special notes. SEWERS, WATER, AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD 2. RWSA shall approve all construction materials and methods of construction. A preconstrucfon ui INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR p INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). conference shall be held with RWSA prior to the start of any work. _ 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). LD GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 4. RWSA En ineer Victoria Fort at //434 977-2970 ext. 205 shall be notified three business da s g ( ) ) Y 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER l 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. prior to the Start of construction. 1i o N PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made > w 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). without coordination with and the presence of RWSA Staff. No Work Shall be conducted on a o STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL RWSA facilities on weekends or holidays without special written permission from RWSA. a o 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 22. FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the 0 DATE 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. SUBGRADE. existing system. All doghouse manholes must be pressure -tested before a connection is made to b' Y p 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 0711812022 LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. the system. DRAWN BY TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE own on 7. The location of existingutilities as shown the plans is from data available at the time of design 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) and is not necessarily complete or accurate. The Contractor Shall be responsible for the R.vanNiekerk 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING 25. 26. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. verification of the location, size and depth of all existing utilities, both surface and subsurface. DESIGNED BY ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' The Contractor shall immediately notify the Engineer of any discrepancies between the plans and J. DENKO 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING 28. TRANSITION ON EACH SIDE OF THE INLET. (N/A) CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDSg Contractorshall ddiligence t field conditions. The sause due ence o protect all utilities and structures from P • CHECKED BY EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be • MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. repaired by the Contractor to the original condition at no additional cost to the Owner. • I.DENKO 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE (PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES) AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without • SCALE ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. ICC/ANSI Al17.1-03. Special written permission from RWSA. No grading Shall be permitted in the RWSA easement N/A 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 3 31. . THE CLEAR ZONE IS TO FREE OF STORED MATERIALS AND PARKED EQUIPMENT. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. Unless permitted Otherwise by RWSA in writing. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and � 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO 33. END OF THE DAY VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. RWSA approval of the blasting plan. Ground monitoring during blasting and a re -blast survey P1i g P g g g P Y MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO 34. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER 35. REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 pumping and/or pre- and post -CCTV maybe required. RWSA may also require certification MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE VIRGINIA CONSTRUCTION CODE. from a licensed professional engineer Stating that the proposed blasting will not damage any no SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor t0 MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION the original condition at no additional cost to the Owner. AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. 10. The contractor shall observe minimum separation requirements for utility crossings. When a APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE 38. LIGHTING NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF crossingis made under an existing facility, adequate structural hall be provided for the g �� q support s LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS SHALL NOT EXCEED ONE HALF FOOTCANDLE. springline of the existing pipe. TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 11. New Water main installations Shall be pressure tested, chlorinated, flushed and have water 0 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANYDAMAGEOR CLOGGING TO FIRE PREVENTION NOTES samples approved prior to making an permanent connection to the public waters stem. p pp P g y p p y w STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50 /o OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF Approved methods of filling and flushing new Water mains will be required to prevent any GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING CONDITIONS MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. contamination of the public Water System. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL STATEWIDE FIRE PREVENTION CODE. Service. O INSPECTOR. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL 13. No facilities be in RWSA This includes > J 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT permanent structural Will permitted the easement. LU Q PROTECTION ORDINANCE SECTION 17-204G.) CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY building Overhangs, retaining Wa11S, footers for any structure, drainage structures, etc. _ L cc 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND 4. BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION 14. Trees are not in the RWSA easement. Z W DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) permitted 0 PER THE VIRGINIA STATEWIDE FIRE CODE. J m 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS w Q 06 Albemarle County Engineering ARRIVE ON SITE. ' ^ p Final Plan General Notes 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE V / U) Page I of WITH THE VIRGINIA STATEWIDE FIRE CODE. } W 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LL z F- ALBEMARLE COUNTY LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; FINAL PLAN GENERAL NOTES HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. O z General Construction Notes 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. 1. Prior to any construction within any existing public right-of-way, including connection to 9. THE THREADS FOR THE FIRE DEPARTMENT USE MUST BE C & O THREADS w any existing road, a permit shall be obtained from the Virginia Department of ED Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of BLASTING NOTES 0 the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL lesser slopes of 3:1 or better are to be achieved. MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. County Engineer, or designee, it is deemed necessary in order to stabilize a drainage 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; channel. CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic CONTROL INSPECTOR. Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for JOB No. the Construction Industry (29 CFR Part 1926). 48033 SHEET NO. C 1.1 L SIGNAGE NOTES: SITE PLAN LEGEND VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% p,�T H Or 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH �� THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY PROPOSED EXISTINGO n �C� REVISION THERE TO: j\X\ d\/\>jX �/ A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.\/�\ \\// PROPERTY LINE w WATER �//,�✓ DENKO y B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC 'i ® POST/BOLLARD c GAS JESSICA R. CONTROL DEVICES. \\j\\/\/ //\\/� `Ie. No. 57291 Ck C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. //' " 4" 3,000 PSI AIR -ENTRAINED SIGN STORM 4. � � �� J�22 ��" oFFSSlONA\� D. THE 2000 INTERNATIONAL FIRE CODE. COMPACTED SUBGRADE 4" TYPE021 B STONE COVER BUMPER BLOCK SAN SANITARY 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE ® SATELLITE DISH UGr COMM DUCT BANK FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN ® TRAFFIC CONTROL BOX UGP ELECTRIC DUCT BANK NOTE 1 ABOVE. NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN E ,: ,,; .• ; ,•. ACCORDANCE WITH ALBEMARLE COUNTY E.' O UNKNOWN MANHOLE CATCH BASIN N 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND . ::. 9., STANDARDS. ----------- STORM SEWER STORM MANHOLE a > E INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND E INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. ® STORM SEINER MANHOLE SANITARY MANHOLE � w N 3 CONCRETE SIDEWALK PAVEMENT SECTION OG E v 3 3 No Scale ® CATCH BASIN O SANITARY CLEAN OUT o u- o SOLID WHITE LINE 24" STOP (TYP) CATCH BASIN WITH DOME GRATE z� + FIRE HYDRANT `mom wOLu L w J U N O EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT ® TRENCH DRAIN { FDC a � N N a z FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH C7 w z � ;; mr w � 12' EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 ---�N--- SANITARY SEWER METER G .� x cJ w STD. (VARIES) SILICONE SEALANT 2" ® SANITARY SEWER MANHOLE SETBACK - AT/FP STANDOFF a o .0 " 0 O V R1-1 Ln = v N z 0 ° T 10" 3,000 PSI AIR ENTRAINED PORTLAND ---W--- WATER LINE ® WATER VALVE x a L Z NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL CEMENT CONCRETE ® WATER MANHOLE 0 GAS VALVE ~ ° ^�! > 0 HIGH INTENSITY SHEETING NO SCALE v M uj 0 0 0 0 0 0 0 0 6" TYPE 21A STONE COVER ® WATER VALVE BOLLARD SOLID WHITE LINE �� j�j�\/�y COMPACTED SUBGRADE (CBR 11.2) WATER LINE MARKER STREET SIGN v W J ~ FIRE HYDRANT ❑ GAS METER 6' ' DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS a MONITORING WELL LIMITS OF DISTURBANCE 0 0 — — — c— — — GAS LINE GUARDRAIL cD A GAS METER X FENCE O _ HEAVY DUTY CONCRETE SECTION t� 2' 2' 0 GAS VENT XXX MAJOR CONTOUR o No Scale (TYP.) (TYPO 4 GAS MARKER XXX MINOR CONTOUR ---ucr---- COMMUNICATIONSIfELEPHONELINE �Q SITE LIGHT O TELEPHONE/COMMUNICATIONS MANHOLE XO PARKING SPACE COUNT w w U z o w N ~ o R= Y4, CONTROL JOINT SPACED AT WIDTH OF WALK 1 NOORINGTOFOLLOWTYPICALPATTERNTE AS REFERENCED IN SITE SPECIFICATIONS STRIPING AND SIGNAGE DETAIL No Scale DATE UNLESS OTHERWISE DETAILED IN > RESERVED LANDSCAPE PLANS. GRADING m TELEPHONE PEDESTAL m/is/zozz PAM PA Po(NG TC =TOP OF CURB o } DRAWN BY EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER EXISTING PAVEMENT PROPOSED PAVEMENT EP = EDGE OF PAVEMENT ® COMMUNICATIONS VAULT TW = TOP OF WALL BW = BOTTOM OF WALL ELECTRIC LINE R. vanNiekerk DESIGNED BY CONC. WALK d SAWCUT THROUGH IL TS=TOP OF STAIRS MATCH EX. CROSS HOLE ACE SLOPE UNLESS OTHER B BOTTOM F STAIRS WISE N/A NOT APPLICABLE TO THIS PROJECTm LL • COURSE PLANS W SPECIFIED ON N$ • J. DENKO P TY P�LTY ELECTRIC PUELECTRIC X BOX sm-$%0RE • CHECKED BY TOW AWAY ZONE TOW AWAYZOIE " P ° ° PAVEMENT 2'MIN. PROPOSED m ELECTRIC METER SURFACE UTILITY POLE : J. DENKO T o 0 0 0 0 0 0 o 0 0 2+ COURSE • SCALE VAN 'e i��/��/��/��/��/��/i�/��/��/��/��/�� 6' ABOVE 6' ABOVE DECIDUOUS TREE EXISTING NSA FINISHED FINISHED PAVEMENT CONIFEROUS TREE • GRADE GRADE COMPACTED SUBGRADE 4" 21-B STONE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR i� BUSH • CONCRETE SIDEWALK JOINT DETAIL PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING MILL EX. SURFACE COURSE SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) GUARDRAIL BASE COURSE No Scale WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL SAWCUT EX. --x-- FENCE BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5 EDGE OF PAVEMENT AGGR. BASE — —xxx— — MAJOR CONTOUR VA. SIGN FOR THE DISABLED ON 0.80 GAUGE 5.0" INTERMEDIATE BASE COURSE - BM25.0 Cx NOTE: PROPOSED PAVEMENT MUST TIE - - - - xxx- - - - MINOR CONTOUR IN WITH EXISTING PAVEMENT ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, 6" TYPE 21-A/B AGGREGATE 0 SOIL BORING WHITE BACKGROUND. SUBBASE COURSE SURVEY CONTROL MONUMENT \��\��\��\��\��\��\��COMPACTED PAVEMENT REPLACEMENT JOINT DETAIL PARKING SIGNS FOR THE DISABLED SUBGRADE (::= No Scale SURVEY CONTROL POINT No Scale DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS 23'-0" 1 x 4 CAP OVER HEAVY DUTY ASPHALT PAVEMENT SECTION DOORS ONLY w CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR 1 1 x 6 6" HASP SIDING No Scale IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (VAN) 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5 (PLACED IN TWO LIFTS) 5• 2.83' 2•g3' 2.83' 6' 2.83' 2.83" 2.83' 1 x 6 BOLLARD TYP. TRIMMER ( ) HANDICAP SIGN LOCATION (TYP.) 8" TYPE 21A/B AGGREGATE BASE COURSE CONC. 4 x 4 METAL POST (TYP.) 1 6 CAP O x PAD < J 0 0 0\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\�j� 6 x 6 METAL POSTS 12 STRAP w � Q EOP FACE OF COMPACTED SUBGRADE 5' HINGE Q w CURB PALu PER D 2%MAX. 18 18 DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS J co VDOT 4" w U- 4„ SPEC. PAINTED U) STRIPE LIGHT DUTY ASPHALT PAVEMENT SECTION 0 ' 11' 8' (TYPICAL) 11.5' (TYP.) W No Scale 81�= PLAN VIEW z 16.1.8' TYPICAL VAN uU O ACCESSIBLE ACCESSIBLE 4 x 4 METAL POST UNLESS 12" CANE BOLTS-1 TS 2 6 RAIL z HANDICAP SPACES REGULAR SPACE x OTHERWISE NOTED (TYP.) ON PLAN ° OUTSIDE GATE VIEW 1 x 6 TRIMMER OUTSIDE ELEVATION 3 SIDES TYPICAL PARKING SPACE DETAILS ° a m ,. . a ° ° :. ° ® „°. EP/ FC 3'-0" 5'-O" 5"-0" 1 x 6 SIDING l x s CAP 1 x 6 CAP 1 x 4 CAP W No Scale _TOR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12 WHEN ALONG SIDEWALK a . • a•6" 1 x 6 TRIMMER 3'-0" 1/4" SAG ROD EXIST GRADE METAL INSPEC77ON FRAME W/ SOLID LID ,• °�. • EP/ FC WITH TURNBUCKLE (NEENAH R-1975 OR EQUIVALENT) •--�� J.CONCRETE COLLAR 3" 1 2 X 4 CROSS BRACE CRUSHED STONE BEDDING 6" DI CLEANOUT 1' OR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK CONC. -- 2 x 4 STONE—'2 x 4 RAILS FRAME CURB WIPE DOWN DETAIL 3'-O" No Scale CON PLUG AT END OF LINE INSIDE ELEVATION 3 SIDES 3" CASTER WHEELS JOB NO. t�12 NOTE ALL LUMBER SHALL POST ELEVATION BE PRESSURE TREATED INSIDE GATE VIEW 48033 CLEANOUT DETAIL DUMPSTER PAD & ENCLOSURE DETAIL SHEET NO. C1.2 No Scale No Scale 0 d 3 a D a0 o 0 N z 20 o � c m -6 E a c m a0 0 c XB30 Z zN 0 � a 62 Q § o. d m 2 Y � h X c 0.0 016 12 0 0 m � i= E `o 8� o � a c �a 10 a 0 "+ o m e �N A C �o c V a0 2 E L COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 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 Q.V HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2x (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN '..,, DIAMETER OF 4'. ''. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT — TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF — MAIN LINE I SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN e SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 PLACE 5' GALVANIZED " WITNESS " POST MATH Do^ CAPPED ENDS PAINTED BLUE IN REMOTE AREAS E b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT m T APPROVAL TO HIGHWAY DEPARTMENL. n a �E E f M FINISHED GRADE WN wUl �E oy $ S 1 0 Ew Y �° E "r ; 14r IA y tlrr yt,y. SR riw, �: E y N a �--I v R, II �L ADJUSTABLE TRAFFIC RATED Nv i II VALVE BOX W/ LID o z C a �' o Eoa Ind A'C o'y O QQ 0 QD NaN$E_ �u N,tO—,C2 W LN,A g 1Eo w to 0 a E � \w o a — — — 0� E N M.J. GATE VALVE E-- • ATE E 11•) Y-A y h E \E E 20 E Ou �OQT �w WATER LINE n --,- 2500 P.S.I. CONCRETE g A 2'x 2' BEARING AREA. THRUST BLOCK •; 4 e d A' A NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TO-9 Jb z o E o E o^ O E 4 E U E :5f O E C W N L45U LL C)0 TYPICAL MANHOLE FRAME & COVER TD-33 N.T.S FIG S-I-D 4" DIAMETER BRANCH VALVE tJUX REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL AND VALVE 36"MIN LARGER THAN 5" IN ANY DIMENSION J. PLUG 24 MI IN11AL BACKFILL* VARIES " 8"MIN (6 LIFTS) EMBEDMENT E * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED MECHANICAL TAMPER OF PIPE O HAUNCHING WATER MAIN RESTRAINED JOINT FITTINGS NO. 68 STONE BEDDING 6" max 4" min OUNDATION SHALL BE ON—LINE REQUIRED WHEN SOIL (TYPE "B") CONDIPPE) ARE UNSTABLE THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE OX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW —OFF ASSEMBLY NTS FIG. W-8 NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. i LENGTH OF BRANCH VARIES 8' MIN 2' TO 10' (2701 18"-22" „ALVE BOY 7 CU. FL !r+' g68 STONE-) •7,1 f I(..11i-6" GATE Ijj"" VALVE • B" X B" •' '' TEE 2500 P.S.I. CONCRETE ,_1.•, BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL FILL WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDIDONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 C METER SIZE DIMENSION A DIMENSION B 1 DIMENSION C 1 1/2' 3'1' 5'0' 318' 2' 3'1' 5'0' 3'8' 3' 5' MIN,MIN, I 4' 5' MIN. 12' MIN. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, DOOR HINGES r— — — — — — — — — — — — — — I I I-----F-- I I I I I I I I I i 1 I i LIFT HANDLE L— — — — — — — — — — — — TYPICAL METER VAULT N,T,S, FIG, W-7A SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ was TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' ALUMINUM ACCESS HATCH PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE NTH PART V, SECTION G OF THESE SPECIFICATIONS .4 SET DOGHOUSE BASE •', " - EXISTING SANITARY ON CONCRETE BLOCKS '. % SEWER PIPE DOGHOUSE OPENING SHALL •; "'a ,' " +' MIN. 12" CLEARANCE BE PREFORMED BY •_' '•! - • BETWEEN EXISTING PIPE MANUFACTURER OR 'r • ' :• • �• • AND STONE BEDDING SAW CUT TO FIT PIPE • •*• :. OUTSIDE DIAMATER ' AM. ..:. PLUS 6". : . -- 12" THICK VDOT + ,` No. 68 STONE BEDDING B"XB"XI6" AND 4"x8"x16" SOLID CONCRETE BLOCKS CENTER w/msER - DOGHOUSE MANHOLE BASE WALL (4 EACH) 1111111111111111111 HI IIIIIIII I111111111111 I,l,l llll It ,n,1111,nunlnl„LIIn11111n I III lJ fill 1110111 Ill.. Ill MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING AROU ND EXISTING PIPE BE CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE ON FIGURE S-1-A OR NON -SHRINKING GROUT " • •' • • • M A 1' COMPRESSION x 3/P MALE PIPE OR APPROVED EQUAL TEE NOTE NO SWEATED FITTINGS DUAL SERVICE 1' TYPE 'R• SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 3F MIN. 1/B BezD CDUPl1N01 /`` co FOR USE ON A7AQIED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL ANO IRRIGATION SFRMCES. OI �2 2 1' COMPRESSION x 3/4' MALE PIPE COUPUM OR APPROVED EQUAL 0 FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SE'RMCE WHERE AN IRRIGATION METER IS NOT PROMOED. IRON ID .n.-XIMI®"" GRADE —� "—CORPORATION STOP / tiEY� or•i" \Up V A J/// gA,4�1�; y5.vCESSARY SAND OR DUST UNDER •`t+iy>wNi H �'4" DIAMETER DRAIN PIPE. 12' BOX AND SET�,., r.MINIMUM TNICT(WOT NE552 1NCM IL}?•y,,,Y,S., +CtSPEC. 2LONO TD3�ENOa 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-BA 0 - JESSICA R. DENKO L1e• No, 57291 M E 0 � o N � N > E ai E w F_ w w ¢ LL 3 0 LL w 0 `6 \ 0 W L M ¢�_j U00 Z w — In 0 (!l N F Z LA N F ° v EL pIf Lu 30nQ V V) oaf o0 ry i v Z Oy 2U >M Z ~ 0 Nry w 1. M a,r � H N Z 0 N N 00 DATE 0711812022 DRAWN BY R. vanNiekerk DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE N/A Lu g J_ 0 > '^ w Q F- � w J D C) Q �( 06 'W 0 LL U) LLI Q O O Z Y Lu W JOB NO. 48033 SHEET NO. C1.3 E E L HOTEL ISO NEEDED FIRE FLOW CALCULATION Engineer/Architect: ITimmons Group I Date: 9/23/2022 Project Name: Berkmar Hotel I Calc. By: R.van Niekerk Type of Construction = Type IIB, non-combustible Class of Const. Coef. F = 0.8 Ground Floor Area= 10155 SQ. FT. #of5tories= 4 Total Floor Area (AI) = 40620 SQ. FT. Fire Consideration Area: Construction Factor, Ci = Ci=18(F)(Ai)D.s Roundedto Nearest250 GPM = upancy Factor (Oi): Type of Occupancy = C-2 (Worst Case) Occupancy Factor (Oi) = 0.85 & Communication (P): MINI SELF STORAGE ISO NEEDED FIRE FLOW CALCULATION Engineer Architect: ITimmonsGroup I Date: 1 9/23/2022 Project Name: I Berkmar Self Storage Calc. By: IR.van Niekerk Type of Construction = Type IIB, non-combustible Class of Const. Coef. F = 0.8 Ground FloorArea = 21924 SQ. FT. # of Stories = 4 Total Floor Area (AI) = 87696 SQ. FT. 2902 Fire Consideration Area: Construction Factor, CI = 0=18(F)(Ai)0'5 3000 Roundedto Nearest250GPM = X1+P1= 0X4+P4= 0 X2+P2= 0X5+P5= 0 X3+P3= 0 X6+P6= 0 n (X + P))= 1.0 + (XI + PI) = 11 (L=1) Max. (X=P)i=1.75 n = Number of Sides of Subject Building Needed Fire Flow: I NFF=(Ci)(Oi)(X+P)1= 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 <2500 nearest 250) (if > 2500 nearest 500) *Fire Hydrants Required 0 (1,500 GPM max each) Type of Occupancy = C-2 (Worst Case) Occupancy Factor (01) 0.85 Exposure (X) & Communication (P): X1+P1= OX4+P4= 0 X2+P2= 0X6+P5= 0 X3+P3= 0Xb+P6= 0 n (X+P)(=1.0+ (Xi + Pi) = 1 �L=1) Max. (X=P)I =1.75 n=Number of Sides of Subject Building Needed Fire Flow: NFF=(CI)(OJ(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 <2500 nearest 250) (if > 2500 nearest 500) *Fire Hydrants Required (1,500 GPM max each) 0 1QQP INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. I MINIMUM PIPE BURIAL (3) VARIABLE INVERT HEIGHTS DEPTH PER PIPE AVAILABLE (ACCORDING TO MANUFACTURER PLANSITAKE OFF) RECOMMENDATION (DVARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4'- 3D" FOR CORRUGATED HDPE (ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL), SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) 10- r- 30' GRATES/SOLIO COVERS SHALL BE DUCTILE IRON PER ASTM A&M GRADE 7050L5, WITH THE EXCEPTION OF THE 6'-15' BRONZE GRATES Q- 17-30' FRAMES SHALL BE DUCTILE RRON PER ASTM ASM GRADE 70.5005 3I)- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 64' DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 70D1-110065 O- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TOASTM D3212 FOR CORRUGATED HOPE (ADS & HANCOR DUAL WALL)&SDR 35 PVC ®- ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 70DI-I10012, 70D1-110-013. &70D1-110-014. 6 - ORATES SHALL MEET H-10 LOAD RATING FOR 17-24' PED 7 - GRATES SHALL MEET W20 LOAD RATING FOR 30' PED & 17-30' STD & SOLID 6 - ALL BRONZE GRATES, DROP IN GRATES, & 6' & 10' PEDISTO GRATES & SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICA110M ONLY 9 - DOME GRATES HAVE NO LOAD RATING NYLOPLAST DRAIN BASIN (S)ADAPTER ANGLES ARABLE 0'- 36L 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-MIN ON 8- - 24", 10- MIN ON 301 6" MIN ON 3T 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 D2321. A PARTS GRATE OPTIONS 8' 280SAGAPEDESTRIANSTANDARD IAN/STANDARD SOLID BRONZE DOME DROP IN 10' 2810AGIANISTANDARD SOLID BRONZE DOME DROP IN 12" 2812AG N STANDARD SOLID BRONZE DOME DROP IN IS' 2815AGN STANDARD SOLID BRONZE DOME DROP IN 18' 2818AGPEDESTRIAN STANDARD SOLID NIA DOME DROP IN 24' 2824AGN STANDARD SOLID N/A DOME DROP IN 30' 283OAGN STANDARD SOLID N/A DOME N/A VDOT DETAILS LEGEND STANDARD TITLE PAGE 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 SL-1 TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, MANHOLES AND JUNCTION BOXES 106.14 PB-1 INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIR. PIPE BEDDING AND BACKFILL - METHOD "A" 107.01 CG-6 COMBINATION 6" CURB AND GUTTER 201.03 CG-2 STANDARD 6" CURB 201.01 IS-1 STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 106.08 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 FPP2 DETECTABLE WARNING SURFACE (TYPE C, PARALLEL & PERPENDICULAR LICATION) 204.04 WP-2 ASPHALT PAVEMENT WIDENING 303.02 DI-1 STANDARD DROP INLET 12" - 24" PIPE 104.01 RW-2 CONCRETE GRAVITY RETAINING WALL - LEVEL BACKFILL 401.01 NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFERENCE CURRENT DETAILS IN THE VDOT ROAD & BRIDGE STANDARDS. .0 JESSICA R. DENKO u1e. No. 57291 %ii:0,- 10/1 3/22 m E CD O rn u N � N C > E w a E i H- HWVi iv 3 ¢ LL 3 O LL O w6Lu `mom J U 0000 J -N a 5: rn N V (� LU w v 30'x LL o < v _ > N F ¢ . c CR Y rn N � M 00 a� CDLIU rA z O� F n. z W U V) 0 O z r O Z N > O w U of rN N IN O DATE 0711812022 DRAWN BY R. vanNiekerk DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE N/A LU C� O > J ' ^ w Q L.L Q 2: Lu J m 0 w Q 06 LL O Cn LI J QF- 0 OU Z L_L LU ED JOB NO. 48033 SHEET NO. CIA L STORM DROP INLET GRATE = 513.6' -157-RCP l0 = 509.2' r SAWCUT EXISTING PP REMOVE PORTION i OF GUTTER/CURB / STORM DROP INLET GRATE = 507.95' 15" RCP lO = 502.0' ALBEMARLE COUN Y MANAGED STEEP SL ES OVERLAY DISTRICT BERKMAR DRIVE VARIABLE WIDTH R/W ILL & OVERLAY I II TMP 45-112G N/F/HG LAND, LLC. DB: 4687 PG:15 DB: 3463 PG:483 (PLAT) 20' PUBLIC DRAINAGE 20 EASEMENT�O' DB: 4825 PG: 147 I I APPROX30' I ELECTRIC EASEMENT DB:1538 PG:732 20' PUBLIC DRAINAGE EASEMENT 3:4825 PG:147 20' ACSA SANITARY SEWER EASEMENT TO BE CENTERED ON AS BUILT LOCATION OF SEWER LINE DB:5232 PG:243 SSMH TOP: 482.75 IL 478.40 10: 478.33 - ----484-- �i i i / / STORM DROP INLET 1 GRATE PINLE' I 1 15" RCP lO = 513.21- \ � Tj Si Dl j REMOVE EXISTING STORM PIPE 1 I\ 10: 508.0 (8"PVC) � IS r'r - \ 1 52,, \ ALBEMARLE COUNTY I YH R IF'--. MANAGED STEEP I \ OAK Won / \ SLOPES OVERLAY DISTRICT l �• 5 4- A PORTION OF \CEMETERY DB: 255 2 / EXISTING \ PG:555(SEE NOTE#7) m / CEMETE Y TO BE I- _ -522, PROTECTED j \ DURIN / a� CONSTRICTION �H 520 \ APPROX. LOCATION OF I ~ p 50'X50' CEMETERY DB: 251 TOP: 526.55 \ PG505 DB: 243 PG: 381 /l: 507.6 (8" PVC) (SEE NOTE #6) /0: 507.25 (8" PVC L 518 w \ / 8" DI P WV/ SANITARY SEWER LINE -516 . ✓ HPp tz iATF � l - - - - l- -- - -- - - - - - ? - - - - - - 69. _ > �� / / /LINE -S33'20'45"W 313.64' T > \ I \ \ _-RA P / 1 _ - - _= - - J > / _ `4g0 / s� G / / / i \ \ UP 20' ACSA SANITARY SEWER -� - i e CP EASEMENT TO BE CENTERED ON AS _ _ i - � _ - - - - 1.3 / - T "� BUILT LOCATION OF SEWER LINE J 80 - -�" PVC: - i / _ _ - - - - - 486 � l - _ G d - � � _ � APPROXIMATE DB.'5464 PG:559 _ = � - - - ass - � �� - - - - RD CURB LINE ® _, ` - yw O EXISTING SANITARY SEWER LINE /0: S RD RD J D ® RD �® TMP 45-112C N/F KEGLERS OF CHARLOTTESVILLE BOWLING ALLEY DB: 996 PGA 98 MATCHLINE �j 7 1 i1_•.00PA UP SSMH P. 509.9 O O O ,8" PVC) (A ,8„ PVC) 'A sz c G HAND HOLE APPROXIMATE LOCATION OF R WSA WATERL EXISTING 12"CAST IRON RWSA WATERLINE MATCHLINE �I / 1 - 506 - / ll 504 - �1 - - - - -502-\ Y l 496 496-111 REMOVE / EXISTING PAVED '- - _ ASPHALT 494 ROAD )492 _ 3ESSICA R. DENKO E Lie. No, 57291 m E 0 � o N � N C > E v E w LL o 3 LL O m Of j UQ0 Z N O U) d N Z z_H vv K � 3: O <x a� W 6 w o o oQ �� V = C N Z 2 U >> O Z 0 N Lu O M Lu 00 H TMP 45-112D a 20'ACSA SANITARY N/F SCHEWEL-CHARLOTTESVILLE 490 l _ 0 SEWER EASEMENT TO DB: 1089 PG:334 > BE CENTERED ON AS / BUILT LOCATION OF DB: 643 PG: 480 SEWER LINE DB: 5232 / - 488 O} PG:243 DB: 407 PG: 65 - - / 486 / / / • aa° - � TMP 45-11281 SSMH TOP: 512.6 N/F MALLOY PROPERTIEIS 1/1 LLC • //. 505.30 (8- PVC) ae2 - / DB: 4863 PG:471 • 10:505.05(8"PVC) l UNDERGROUND ELECTRIC LINE �ti via m' TMP 45-112B N/F B PROPERTIES, LLC. DB: 1723 PG:690 DB: 4857 PG:576 (PLAT) ti I APPROX 15' WATERLINE EASEMENT DB: 460 PG:638 SSMH TOP: 513.3 ll: 502.75 (8" PVC) /0: 502.55 (8" PVC) ^� b y m SCALE 1"=30' 0 30' 60' LEGEND: / / ® REMOVE HARDSCAPE & GRAVEL 4 / REMOVE CONCRETE CLEAR AND GRUB \ 512- - / WOODED AREA / ® REMOVE ASPHALT / MILL & OVERLAY D 67. F F B NT PIPE REMOVE TREE - SAWCUT DATE 0711812022 DRAWN BY R. vanNiekerk DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE 1 "=30' a / O Z / Q l 4jg µ w z C 0 0 / 0 0C v� i G L7LL w 468 ' n� - ( Q / 0467.V / i \\ v' LL O 0 SSMH - - 464 8' /466 ° SSMH -� -- 1 �u O U Lu W Z - 462 Us ROUTE 29 w NOTES: - -- - 1. THIS PLAT HAS BEEN PREPARED WITH THE USE OF A TITLE REPORT ISSUED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY WITH A COMMITMENT DATE OF MARCH 1, 2021 AT 8:00 AM, FILE NO: 21004167. 2. EASEMENTS MAY EXIST OTHER THAN THOSE SHOWN ON THIS PLAT. 3. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY COMPLETED MAY 14, 2021, USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY. 4. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO 51003CO2801), EFFECTIVE DATE FEBRUARY 4, 2005 AND FEMA MAP NO 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 5. VERTICAL DATUM IS NAVD 88. - 6. A CEMETERY WAS OBSERVED ON TMP 45-112E DURING THE PROCESS OF THIS SURVEY. APPROXIMATE LOCATION IS SHOWN ON PLAT. 7. 50'x5O' CEMETERY LOT IS SHOWN CENTERED UPON THE LOCATED CEMETERY, DUE TO AMBIGUOUS NATURE OF PLAT DB:243 PG:381. 1OB No. 8. A SMALL PORTION OF THE 50'x5O' CEMETERY WAS NOT CONVEYED BY A DEED RECORDED IN DB:255 PG:555. LOCATION OF THIS 48033 PORTION IS APPROXIMATE DUE TO AMBIGUOUS NATURE OF SAID PLAT. 9. PROPERTIES ARE LOCATED IN THE AIRPORT IMPACT AREA PER ALBEMARLE COUNTY GIS. SHEET No. 10. UNDERGROUND UTILITIES ARE SHOWN AS PER MISS UTILITY OF VIRGINIA TICKET NO. A109902032-OOA. C2 0 ll. PARCELS ARE SUBJECT TO THE CRITICAL SLOPE OVERLAY. s c a ro J c 0 ro 0 3 c L % mil• 1. 1. 1. 1. 1. 1. 1. 1. 1. 1• )• )• m m Ar` m m s MATCHLINE �1 TH OF`/ _ ERKMAR DRIVE STORM DROP INLET Q/ GRA517_ TE= 15"RCP IO = 513.27' ` l l l O `�" -" 1• VAR/ABLE WIDTH R/W 3ESSICA R. DENKO MILL &OVERLAY SHARE USE PATH - Ule. N0. 57291 Ck D FUTURE CONSTRUCTION ° OBI33/22 e40951. 1/ / / � l l / / / 20' TO EXISTING R BY OTHERS / �O 4FE.S ECG\ 10' ASPHALT EXISTING / SIDEWALK (TYP.) PROPERTY LINE CEMETERY IONA� - / — ZONE ' UNDERGROUN: R27' 7/ G R30' \ o E PD -09 II I I: A N o 77 \ \ zo sP�1f r CG-12 10' BUILD�If G \ \ \ \ \ \ \ \ S \ \ \ �\ \ \ \ \ \ E 7 EASEMENT SETBACK LINE_ \ \ o ELEcrR1c R30' ` W > 3 STOP SIGN _ PRO OSED EASEMENT R/W TO BE �--� STORM DROP INLET/PROPS T LIN DC 1434 PG 75 4.5' PROPOSED DEDICATED o � � � � ¢ E: 0 3 WLK ALBEr„t,n7E a�crry , GRATE = 507.95'0' B ILIN PROPERTY LINE SLOPES OVERLAY a15" RCP lO = 502.0'TBA L E s W W I I / EXISTINGCONNEC TO `¢ J N O F 5' SIDEWALK / — _ a > o 1°n GRAVEL ROAD (A a z MANAGED STEEP SL ES •r 5 / — — — — Z ~ X V PORTION OF R28' 0 LU . W F f}O ED ETAINING o -C c o OVERLAY DISTRICT I p/ SE O #7) / r �i O Q Uj rn 203' I AL M HEIGHT 4' / v > � O a cn l 6' / I / a � ul z 4 STORY PROPOSED HOTEL 52' I cm v IN w m 61' 10,155 SF/FLOOR APPROX. LOCATION OF l / a M ' 40,620 G$F 50X50CEMETERYDB: 251 17.38'00 PG:505 DB: 243 PG: 381 (SEE NOTE #6) ~ 187 ADA PARKING SIGN (TYP.) / e 4.5' CG-12 (TYP.) \ _ E SIDEWALK y y WHP&STOP (TYP.) I = \ BERK H LDI �- — S APPROXIMATE — — I / 731 C. C �' 14' LOCATION OF 20' l RWSA WATERLINE ,—JI O I / c) 0 z I 9' (TYP.) 18' (TYP.) ..: . , . 8' (TYP.) 9' (TYP.) '. / 25' > W N TRANSITION FROM 30' S (TYP.) DUMPSTER 18' (TYP.) _ TO 26' WIDE DRIVE ISLE 0' 26' 11' (TYP.) PAD 3 U o TMP 45-112G TMP 45-112D / N/F/HG LAND, LLC. •' 20'ACSA SANITARY N/F SCHEWEL-CHARLOTTESVILLE 0 DATE SEWER EASEMENT TO DB: 1089 PG:334 > I BE CENTERED ON AS / DB: 4687 PG:15 5' B ILT L TI N U OCA O OF0711812022 26' De: 643 PG: 480 � EWER LINE DB: 32 O DB: 3463 PG:483 PLATU s 5z 9' (TYP.) 18' (TYP.) � 25, PG:243 DB: 407 PG: 65 # } DRAWN BY 8"W 8"W 24' 8"W R. vanNiekerk ADA PARKING 26 U) I / • DESIGNED BY 20'PUBLIC DRAINAGE 20 EASEMENT �O- SIGN (TYP.) J. DENKO DB.'4825 PG:147 PROPOSED up 5' •' 0'•'•'. ,: ',:.:.,: :': ,: '. ,: :':'. '. • PROPERTY LINE _ CHECKED BY SIDEWALK � ' ' ' : � / / / TMP 45 11281 a _ 25' / N/F MALLOY PROPERTIEIS 111 LLC • J. DENKO R3 DB: 4863 PG:471 • SCALE IIOP 46-71' / / CONNECTTO M SAN SAN s R3' PROPOSED / G EXISTING . 11=30' R30' m 9' (TYP.) BERKMAR HOLDING LLC PROPERTY LINE � / 4 G PAVED ROAD / 18' (TYPJ 26, 2 / UP / LIFT GATE / OPERATOR s . PD `�' / • (TYP.) R10' / /I vVL 9.5' SIDEWALK CG-12 (TYP.) 8' DO NOT ENTER If HAND l HOLE SIGN 91 P.) R10' IL YP ^'%7 UNDERGROUND � A ( ) 8Y (TY .) ELECTRICLINE m EASE A�*3 U J YIELD SI N / 25 / O APPROX 30' If 2 3N0 4 STORY SELF STORAGE FACILITY / pp / ELECTRIC EASEMENT 20' 1 STORY BELOW GRADE, 3 STORIES IDB:1538PG:732 ABOVE GRADE ' PUAINAGE EASEMENT 110, 21,924 SF / FLOOR c3 l TMP 45-112B 20BLIC DRU / D8:4825 PG: 147 87,696 GSF / N/F 8 PROPERTIES, LLC. / I 20' DB: 1723 PG:690 If 0 7 20'ACSA SANITARYSEWER DB: 4857 PG:576 (PLAT) / 7 EASEMENT TO BE CENTERED ON AS BUILT LOCATION OF SEWER l Iu LINE DB: 5232 PG:243 > Z 205' I / { / ' ^ LLJ - J I APPROX 15' / ^ 26' WATERLINE 2 LL R30' / EASEMENT DB: 460 J m 3 PG:638 Q s 0 467.1' / Lu O O ----- ------ — — — — — — — — — — — — — — — — — — — — — s — — SSMH / }, S N — SAN -as— SAN — SAN SAN G / 4.8' _ _ LL Q 3 , °S H _ _ a J P ---- --- ------ -- — p000 �_ G OU -------- — — RAP a s u UP G UP 1 G 20' ACSA SANITARY SEWER 12 /MCP EASEMENT TO BE CENTERED ON AS 7 O 48> 3 BUILT LOCATION OF SEWER LINE �.�/ 8"PVC ` Gp — _ Q c', DB:5464PG:559 O Q / SCALE 1"=30' in/ d °'w 'A (A � 2 nED RD RD CURB LINE RD ® ``'- 00 o 0 30' 60' ® RD ® �C 4° LEGEND: ■ .� ROUTE 2 TMP 45-112C Li !� N/F KEGLERS OF CHARLOTTESVILLE m CONCRETE SIDEWALK BOWLING ALLEY DB:996 PG:198 HEAVY DUTY ASPHALT / LIGHT DUTY ASPHALT / HEAVY DUTY CONCRETE JOB NO. / MILL & OVERLAY 48033 MATCHLINE "P / / SHEET NO. C4.0 L BERKMAR DRIVE VARIABLE WIDTH R, • /T \ G — / PD IF STORM DROP INLET GRATE = 507.95' 15" RCP 10 = 502.0' ALBEMARLE COUN MANAGED STEEP SL ES OVERLAYDISTRICT 1 I TMP 45-112G N/F/HG LAND, LLC. DB: 4687 PG:15 ')B: 3463 PG:483 (PLAT) 20' PUBLIC DRAINAGE 20 EASEMENT�O' DB:4825 PG:147 I I APPROX 30' I ELECTRIC EASEMENT--\ DB:1538 PG:732 20' PUBLIC DRAINAGE EASEMENT 8:4825 PG:147 20' ACSA SANITARY SEWER EASEMENT TO BE CENTERED ON AS BUILT LOCATION OF SEWER LINE DB:5232 PG:243 SSMH TOP.' 482.75 11: 478.40 l0: 478.33 O 8" PVC RD RD CURB LINE RD 20' SPRINT EASEMENT -BB-f43GPG:555 /0: 508.0 (8" PVC) )UN AS LINE 48 900 BEND ...... I 1.5" METER EASEMENT ". F VAULT 45° \\�I �.`05 DB:1434 PG:75 EE BEND 6"x4 TEE & 4" GV, THREADED ALBEMARLE COON I PLUG TRANS] ION TO 3" COPPER AR IF' 7 W W WMH FDC SLOPES OVERLAY l s VICE I o' / A PORTION OF � CLEANOUT (TYP.) NL 45° BED FIRE LINE A ti to I SANITARY SEWER 3 DOMESTIC11 / z ~ ' LATERAL (TYP.) 4 STORY PROPOSED HOTEL LINE SSM 10, 155 SF/FLOOR APPROX. LOCATION OF l �o TOP: 5 5OX50' CEMETERY DB: 251 re REDUCE TO 6" 40,620 GSF PG:505 DB: 243 PG: 381 Ih. 507.6 (8" VC) BOV WATERLINE (SEENOTE#6) /0:50725(8" 1 VCy W AFTER TEE /¢ W8" DIP V/ SANITARY \ SEWER LINE \ WATERLINE 3: - E / 8"STUBOUT= H DID:—d—„tii� ram- •--•--• --- -- / S �, APPROXIMATE • LOCATION OF: 6° X 6"'R R l RWSA WATERL TEE 31fC cf)D ///�� ///�� l EXISTING CAST RON RWSA � Z WATERLINE WATERLINE 2 / 8" DIP WATERLINE I 20' ACSA SANITARY SEWER EASEMENT TO 900 BE CENTERED ON AS Z BEND BUILT LOCATION OF 0 O / SEWER LINE DB:5232 PG:243 WATERLINE 1 / 22.5° BEND 8"W 8"W 8"W CONNECT TO EXISTING to REDUCE TO 6" / WATERLINE 12" X 6" M� Z W TE LIN AF ER TEE TS&V. CONTRACTOR TO UP — �J DIG TEST PIT TO VERIFY DEPTH OF LINE. l SSMH l IS TOP:512.6 505.30 (8" PVC) j 10. 505.05 (8"PVC) os SAN -0 SAN s imP 45-11 6"x6" TEE / m BERKMAR HOLDING / G 1090° BEND / 6" GV� / UP 5 6"x4" TEE & 4" GV, THREADED :.. t .' .. PLUGTRANSI T IOiv TO 3 COPPER / PD .'•: IVL FIRE LINE A FHA HAND 1.5" METER VAULT HOLE I / UNDERGROUND A 0 b 3" DOMESTIC LINE / ELECTRICLINE EASE T6 N531 FDC / 2 :5aNO 4 STORY SELF STORAGE FACILITY m CO 1 STORY BELOW GRADE, 3 STORIES / v ABOVE GRADE / m 21,924 SF / FLOOR l TMP 45-112B ITARY 87,696 GSF �l N/F B PROPERTIES, LLC. SA a° DB: 1723 PG:690 / SE ER DB: 4857 PG:576 (PLAT) 2 CLEANOUT (TYP.) SS OP.' 510 5 0.85(8"P ) / SANITARY SEWER 01.7(8'P ) APPROX 15' LATERAL (TYP.) / WATERLINE I / EASEMENT DB: 460 / PG:638 / STORM DROP INLET / GRATE=51720' 15" RCP lO = 513.27' ` / / — %/ / l BM=517.91 CORGI' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 69.i6' - 244.48' I S N .64'T — SA N N -----a-SAN S33°20'as SAN SAN 4 G I I IS $'j ------ ---- 0-0- u UP G )- - G UP 20' A CSA SANITARY SEWER SSMH 481.3 _ ` EASEMENT TO BE CENTERED ON AS TOP: 513.3 BUILT LOCATION OF SEWER LINE SSMH G b' - _ APPROXIMATE DB:5464 PG:559 TOP: 509.9 O l ll.• 502.75 (8"PVC) 0 _ Q LOCATION OF 0 /0: 502.55 8" PVC �Lp *p EXISTING SANITARY ll.' 500. 1 (8"PVC) ( ) �' C'� SEWER LINE /0. 499.95 (8" PVC) Cb SCALE 1 "=30' c� Ca 0 30' 60' TMP 45-112C A N/F KEGLERS OF '� �1 LEGEND: CHARLOTTESVILLE BOWLING ALLEY DB:996 PG:198 / MATCHLINE UP // / CONCRETE SIDEWALK HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE MILL & OVERLAY MATCHLINE NOTE: WET TAP ON RWSA WATERLINE CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA FOR THE CONNECTION TO THE EXISTING RWSA 12" WATERLINE. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA XX" WATERLINE DURING CONSTRUCTION AND TAPPING. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO THE TAP. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. THE 12"X6" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT AND TESTING OF THE 12"X6" TAPPING SLEEVE AND VALVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO SET PRIOR TO MAKING THE TAP. NO PERMANENT CONNECTIONS TO THE POTABLE WATER SYSTEM ARE ALLOWED UNTIL THE NEW WATERLINES ARE TESTED, DISINFECTED, AND READY FOR SERVICE. SEE RWSA GENERAL NOTES ON SHEET C1.1. TMP 45-112D N/F SCHEWEL-CHARLOTTESV/LLE DB: 1089 PG:334 DB: 643 PG: 480 DB: 407 PG: 65 F / / / I � / � I / F / � I T � O / I/ /0467.V / SSMH / / 4 4.8' / 0S H 0 0 1 us ROUTE 29 m m m m TMP 45-112B1 N/F MALLOY PROPERTIEIS 111 LLC DB: 4863 PG:471 e, P t n OF .0 3ESSICA R. DENKO No. 57291 ii�� M E 0 o N � N C > E v E w Lu < w v 3 Q LL 3 p LL O w 0 m O W L M CJ oo d Z i -Li w - O 0O N F C7w rv� zF ° a w g � U w _j pU O i v ry Z O Z ~ o0 0 > M uj uj 00 CN w w ~ U a p o z 0 DATE v 0711812022 0 DRAWN BY R. vanNiekerk } • DESIGNED BY • J. DENKO • CHECKED BY J. DENKO • SCALE 1 "=30' • CL Lu (O V Q / 0[ LL. 2: a- J m } W a LLL}L z Qom U 7 Lu I..L 0 JOB NO. 48033 SHEET NO. C4.1 c a 2 0 ro 0 3 c a D a0 o� dZ 20 o � T E'o a OD c XB3 0 Z Z 0 � a o2 6� s e§ a d� 2 Y N X c 0.0 � ? 12 0 E `o 0 m 06 a c M 10 a 0 o � "+ o m c m O O nE E F_ L UP It S MATCHLINE /'i ��°��" OFF BERKMAR DRIVE SST"RCP/0 51`ET f; p�,y GRATE = 57720' / o - - VAR/ABLE WIDTH R/W T ° - - - - � .ail 'S2o� s a. � 1 � JESSICA R. DENKO y s, `O/N I�/22 / S� 9M=517.91 i l I OF SIONA� �G Sy 6 COR 01' \ l 5 8.79' SWK FS E 520.34' SWK SWK -506- / 522.58' SWK 522.24' i 7S - $16.TC 110 UND GR ND4A.4LINE 522.75' 620 / 1 124 �6 h ' h W94K' 17 \ \ 1( ul uTC 8 514.76' C 4'516.517.2151S6./ TC \ �$ SWK a` 23 SWK ... .. \ \ \ \ \ , > E / $14.49' \ EASEMENT / �j \ 52 504 v E \ SLu 7?-BB�h12EPG:5FF ELECTRIC w STORM DROP INLET S 34PG:75 51s.5a' YARD r -52�' SWK ¢ a i 3 e 515 5 517 ' �525.17' \ 524.$2' ''� w LL O `m GRATE = 50795' �o S _ L M 15" RCP lO = 502, 0' 516 I Tyy 522.19' / g w V � O p 118 TW 598.13' _ BW 518.26'/ _ _ 4J0 �r a>oory F I 1 / 1 51 BW $18.04' 502 / C7 W ry ar W 1 ` Twslaor \� �OLr)x � �717BW 514.1V S TW 521-54' �& aiLL N 0 O > BW 518.27' o 2� 0 /\ \ J IMAX 1 4' � v z HDPE a RO F \ •FFE=514.20' / / / / ul W \ D EADEI COf�IECTION '" O Z z 4 RO OSED HOTEL sis 37' STORY P / I / v cJ m I \ Sow / 506 116 \ Q 10,155 SF/FLOOR I / a� 1 \ \ 115 40,620 GSF SEE SHEET C5.1 I 00 � J -- - - -I 18 I W 498 � F- 0 / 1 1 I / Wv YAW 514.91' / 496 - - O TC APPROXIMATE I = ~ 51 514.75' LOCATION OF 20' \ / TC - O / 510.79' I � � o � RWSA WATERLINE - � '494 -_ - p Ss / 122 1 TC - I - D INAGE / h� r � 0 515.18' EXISTING 12"CAST / g r > 1/ TC 1 I IRON RWSA w N \ \ DI' Z 1 509.40' 510.29' \ �L - - _ - TC �nn4TERLINE / 1492 - - '�' F M -� / 516.08, = Q ti ( \ \ / s105.71' TMP 45-112D / o o -4 / 20'ACSA SANITARY N/F SCHEWEL-CHARLOTTESVILLE / 4 TC TC 513.40' N SEWER EASEMENT TO U7 DATE i I 508.89" BE CENTERED ON AS / DB: 1089 PG:334 /l > ss �„ TC BUILT LOCATION OF DB: 643 PG: 480 489 / 0711812022 -s 106 DRAIN E 508.12" \ 10� v l �514.88' SEWER PG 2438:5232 DB: 407 PG: 65 / /� - - O DRAWN BY 02 TOP 0.73 DITC ( I \�3.os' / ro INV OU 496.11 (10 „ / 487 L R.vanNiekerk A 8 8„W 8„ / `. 135 / 130 D I \ \ Sp9 / \1S06 TC / 134 /- - DESIGNED BY 20'PUBLICDRAINAGE 200 1 SWK ( Z 512.82' / �485 133 • TC 507.14'' I / ^ \ I • J. DENKO EASEMENT O' 505.88' 114 _ D8:4825 PG.'147 UP TC O 50479, TC506.18 06, \ / 04 484 TMP 45-112B1 • CHECKED BY ;.. _.. :- _ TC 506.71' PVMT 129 % / / a82.9r N/F MALLOY PROPERTIEIS 111 LLC • 10 1 j', TC TC rn / II J. DENKO m 4a2 _ DB: 4863 PG:471 >? / - - - TC 506.37- S06.77' 482. 0' • 1 n SCALE 30 r T d. vvivir TC 504.41' 505.78' S / / / SAN SA TC TC �p TC I m o TC SEE SHEEN C5.1 505.74' 506.90' � / 512.35' o G 504.20' / SOS TC TC / UP • 5 5008.61 511.32' • / N Sp TCTC / 501.16' / f SWK PVMT SWK \ O HAND 506.07' 506.07' 506.08' 51 TC 511.36' HOLE �- 505 511.49' •FFE=49b�3: \ g98\ I /'- l h/ UNDERGROUND C t 1§O I h / ELECTRICLINE 2(::5d3NO / 4 STORY SELF STORAGE FACILITY APPROX 30' \ / Sp0 / 1 STORY BELOW GRADE, 3 STORIES ELECTRIC EASEMENT 128 ABOVE GRADE If / I I � / i 2 "PUBLIC DRAINAGEEASEMENT ' / / / 21,924 SF /FLOOR DH:1538 PG:732 D8:4825 PG:147 87,696 GSF500 TC W T 498 / CONNECT ROOF / CONN CADER T ROO 2 5 0.97' / / z 7 20'ACSA SANITARY SEWER LEADER TO / / EASEMENT TO BE CENTERED ON STRUCTURE 101 TO TC O AS BUILT LOCATION OF SEWER ` / l / / STRUCTURE 1p 2 / 0 510.94' N LINE D6:5232 PG:243 \ A'90- � I / z d 496 488'/ / o 32 O Q w ) 0 132 L (� RIPRAP SSMH g asssz'� 6q / / TC / i /1 -i Q 0.5' AVE DIA TOP: 482.75 102 rn 0�0 bq (�q 495.69' / {f / / 4A0 N , Q z_ lO.'478. 11,47840 q .40 d JJ J APPROX 15' CLASS Al 0 q ass.TC I (� / - WIDTH 1= 5' 33 WATERLINE I EASEMENT DB: 460 J m WIDTH 2=14' 100 TC 495.53' / 111 00 PG:638 468 /Lu LENGTH=12' 484�- 495 - / 0467.1' / �/ \ ' ^ Q < C) DEPTH=1' - - - - - - - -496 497 498- - - - - - - - s SSMH_ _ _ I \ v , 0 p6 S N SA 4.8' I 1 503 yp5 5t)� /466 S H _ _ _ a _-- 478--- - - - RA / _ - ----- -- - ---49g499500-- - - - - - 5p9 - --- --- s s z 0 0 - I v � 496497- UP G SSMH Q / 480 ;G� UP ` 494 95 l TOP: 513.3 -_ 493 1 49192 /' 80 -� Pt1C----i _ _-�-----486 L--- Gp 489 490 / 502.75(8"PVC) _ _ _ - _ _ - -_g-�-�488 O 0 z /O: 502.55 (8" PVC) w v RD CURB LINE RD RD ® RD ® ® ® REMOVE EXISTING RETAINING WALL AND TIE V� rn -462 ® RD ® ® ®® ® INTO BOTTOM OF WALL ELEVATIONS .�C us ROUTE 29 0 m BOWLING ALLEY V Nti � 512 / �• SCALE 1"=30' JOB N0. 1 0 30' 60' 48033 MATC H L I N E U SHEET NO. L F- \\timmons.com\tgfs\300\103\48033-Berkmar_Self Storage\DWG\Sheet\CD\48033-103-05.0-GRADING AND DRAINAGE PLAN.dwg I Plotted on 10/13/2022 10:16 AM I by Jessica Danko 0 0 ov p Ul < V N p M rn O � 4 U A � � I4 3 J q I k Io, IA U! A A I �A n 0 -1 d 135 a fPP�V W � O O � 1 /• w < O � Q W � I ( In N I I I Q'I I W In O < O � O W < I N < < l lV�� IN W -1.0% I a. I w m 1 07 O J . • THIS DRAWING PREPARED AT THE o- TIMMONS ROUP• •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE �p�%a C • 608 Preston Avenue, Suite 200 Charlottesville, VA 22903 y� 0 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com = > i UJ sv A o DATE REVISION DESCRIPTION N i mCO 0 BERKMAR SELF STORAGE o M o o IO.I3.22 COUNTY COMMENTS -if o z COUNTY OF ALBEMARLE, VA !� m 2 m 2 m z N FfR \N� ►a z (+J o w DETAILED GRADING PLAN W ti 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. FM m m m BERKMAR DRIVE VARIABLE WIDTH R, -0-0 STORM DROP INLET GRATE = 507.95' 15" RCP /0 = 502.0' I I 20'PUBLIC DRAINAGE 20 EASEMENT�O' DB.'4825 PG: 147 I 20' ACSA SANITARY EASEMENT APPROX30' I ELECTRIC EASEMENT- DB:1538 PG:732 20' PUBLIC DRAINAGE EASEMENT 3:4825 PG:147 20' ACSA SANITARY SEWER EASEMENT TO BE CENTERED ON AS BUILT LOCATION OF SEWER LINE DB:5232 PG:243 SSMH TOP: 482.75 11: 478.40 10: 478.33 - 20' SPRINT / EASEMENT J DB:1436 PG:555 20' ELECTRIC EASEMENT D8.'1434 PG:75 / STORM INLE / GRATE=51720' 15"RCP 10 = 513.27' Tj D� /i BM=517.91 CORGI' 1 I I 20' PUBLIC DRAINAGE EASEMENT 4 STORY SELF STORAGE FACILITY 1 STORY BELOW GRADE, 3 STORIES ABOVE GRADE 21,924 SF / FLOOR 87,696 GSF /0: 508.0 (8" PVC) / 1FAM��N sy �.�_ 0 J HAND / HOLE 1 / / / 1/ APPROX 15' WATERLINE EASEMENT DB: 460 PG:638 �_ /— - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IZ-7 — — — — — — — — — p- o / - \ UP 20'ACSA SANITARY SEWER UP SSMH _ _ _ f1' /Q8� EASEMENT TO BE CENTERED ON AS TOP: 513.3 _ — — —a- —— — — �� — 3C \ BUILT LOCATION OF SEWER LINE SSMH / / 80' —� — — — - 486 / — — G 0 - r a APPROXIMATE D6:5464 PG:559 TOP. 509.9 O O ll.' 502.75 (8" PVC) — — —_— — — — — — •� _ — — .ag$` - o'w -P EXISTING SOANIOTARY ll: 500.1 8 PVC (" ) O (A 2 /O: 502.55 (8" PVC ) _ RD CURB LINE ® `' � "o SEWER LINE 10: 499-5 RD RD co RD ® ® RD ® ® ® W C a 4F ® ® ®® ® 0 BOWLING ALLEY E MATCHLINE 512- - u 4 S7p IF / MATCHLINE T /L l 500 498 8" DIP SANITARY / SEWER LINE I / 496 _ APPROXIMATE — LOCATIONN OF OF 2 / RWSA WATERLI WATERLINE 494 EXISTING '2" CAST l RON RWSA WATERLINE l� 492 TMP 45-112D 20'ACSA SANITARY N/F SCHEWEL-CHARLOTTESVILLE 490 SEWER EASEMENT TO —I- BECENTERED ONAS DB: 1089 PG:334 / BUILT LOCATION OF DB: 643 PG: 480 SEWER LINE DB:5232 / 48$ PG:243 DB: 407 PG: 65 — — / 486 l SSMH TMP 45-112B 1 TOP: 512.E N/F MALLOY PROPERTIEIS 111 LLC 1I: 505.30 (8" PVC) ae2 \ \ _ / DB: 4863 PG:471 10: 505.05 (8" PVC) I UNDERGROUND ELECTRICLINE / m 4jg �J/ 1 468' 0 467.1' SSMH - - �- / / 4.8' _ - /qg6 0 S H - _ 1 A6, s°1iy o - 462 i is ROUTE 2 LEGEND ACSA SANITARY SEWER EASEMENT ASCA UTILITY EASEMENT PUBLIC DRAINAGE EASEMENT PRIVATE SITE ACCESS EASEMENT SCALE 1"=30' 0 30' 60' je 3ESSICA R. DENKo No. 57291 ii�� M E O O U N � N 0 > E v E w 3 < w v ¢ LL 3 � LL 0 W 0 N ^i 0' W L M d_j Uco Z w-J —m O (n N F Z fA N� ULU 4 30�x N � oaf o0 U-) c N Z O Z ~ 0 0 w M uj � H N N 00 DATE 0711812022 DRAWN BY R. vanNiekerk DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE 1 "=30' no 0 Lu OQ Z w J 2 J ED Z ''W^ a W v , L}L 2 z U) Qua 7 U W Lu 0 JOB NO. 48033 SHEET NO. C7.0 c a 2 0 ro 0 3 a D a0 o rD -0 20 o c T E O a c m D 0 0 3 Z 0 m 0 � a 62 6 0 Q§ a dm 2 Y N X0.0 C 016 �Ep 12 m 0 E `o 0� o � a c M 10 a 0 w o m 2 �N m O c 0 nE E F_ RIPRAP 12'x14'x1' N 0 rn N CO iL r- O " � M U-) CDH U ^ 'r- 0) (O W H �� O m LO 00 00 O) °0 oD O+ M°0? 0) p0 O r 00 (M 0) 00 H 0) O)� �gN M m 0) � un7 a0 Oin wc0 m p�vZ_0 =+�v M_�Oa`oj i CD + 00 NF O> > �� (OZ Z_ 0 O, u0Z Z 0 W CS co ��H? z oH0>> > M~Ozz Z Z- z o aa- �U) z z �U) r9n v~if-z N n O` C�, H Oaf � 4=co "v. O CDO U! ao mco ui�o� M CO N O O o�Lnzz O CD N CD 0 (0 M LO u)= O d oU)OZ r9n oF» a 0zz > c0 0 LC11cam- ^ o J � N 515 O r; 515 MN CD LO � ~ cov / 'Orn v z z p WAT R o O > > > CROSSI G ��H Z Z Z f0000�510 510 PROPOSED GRADE ///C�Cbn< 505 505 / . Q 0 �-- - 3.2' / q60 \xq1 / fx / / 500 / 500 10 1412 DPE 24' � / @ 1 32% 495 / 113. F SL-1 495 OpE \AejO i 1 2' V 3 I i 103 9570 Of 490 490 NTI OF @ 2 01 /o SWR O 1$go 9 ROSSING 3 1b. i b J 485 485 101 21.20' F 36" HDPE EXISTING @ 5.29 o GRADE 480 480 of M O O CA M O M W 9+50 10+00 11+00 12+00 13+00 STR 100 TO STR 110 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 O r 'p N N J _ N 00 0CDM M O O MC!nN 00 07 V V ~ _ �M 0 M+ p� tzzz0 OCCD0 m V C7+OH m�+u'iaaH pM No~0zzzz o�azz0 N�0 N�0>> > U)Fz z ril .ri � U) r ri 510 510 / / / 505 505 EXISTING / GRADE / 500 PROPOSED 500 GRADE \x- 495 � 495 / 4.7' 490 490 r 3' OF 15" HDP @ 1.09% 111: 250. 485 485 480 480 tl V V R h h h m o L O N F O co (O vaD1,((000 m�LO°6ov M m0 t M H o,LOzzp m 0>> > �mFZZ Z im 114: DI-3C 12 ft Throat STA 13+23.89 TOP 506.81 INV OUT 501.18 (129) im 515 515 PROPOSED GRADE 510 510 505 505 EXISTING GRADE 500 500 2 129 31.98' OF 15" HDPE SSWR @ 0.97% 495 CROSSING 495 490 490 485 485 h EX 100 STA 10+00.00 TOP 507.95 INV IN 502.00 (E101) ;;gn u') m a0 v rn a EX. 102 o m � STA 10+42.80 r' O TOP 513.97 04 0 > INV OUT 509.22 (E101) �(n�z r9n 515 515 510 10 505 / ��^'O� °\° 50.5 500 500 NOTES: • INLET SHAPING (IS-1) IS SPECIFIED FOR ALL STRUCTURES • SAFETY SLABS (SL-1) ARE SPECIFIED FOR STRUCTURES TALLER THAN 12-FEET A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN TO RWSA PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. PLEASE SEE THE NOTE ON SHEET C4.1 UTILITY PLAN SHEET FOR MORE INFORMATION REGARDING THE CONNECTION TO THE RWSA WATERLINE DEMO EXISTING STRUCTURE 102 AND INSTALL NEW STRUCTURE 124. CONNECT EXISTING RCP PIPE TO NEW STRUCTURE. EXISTING RCP PIPE E101 TO BE PARTIALLY DEMOLISHED 14+00 15+00 16+00 9+50 10+00 11+00 9+50 10+00 11+00 STR 130 TO STR 114 EXISTING HARVEST MOON NETWORK HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 116: 18" Basin - Circular Grate STA 14+66.52 TOP 513.42 07 m no 0 INV IN 507.07 (117) `m LOM t o INV IN 507.07 (121) 2 ro ~ 0C) v INV OUT 506.97 (115) 0 �_ (:i V 00 M _m O mu'1Mu1 W O vv0 co 00 v c� Cn m (o o o (" 118: 12" Basin - Circular Grate CN n +? N Cr 0(6 + °' ° =Noaa� 106:DI-1 v � Z Z Z) ❑�(Ozz 0 STA 14+98.75 120: 24" Basin - Circular Grate m m v r� r; uo + rioaF (O z z Q d - - 0 STA 12+04.39 n - _ o F 0 > > > TOP 515.14 INV IN 508.05 STA 15+09.15 TOP 513.48 ao , O LO p � LO Z Z 0 122: 12" Basin -Circular Grate 0 > > > rn P z z z TOP 500.73 rn � z z z (119) INV OUT 507.95 (117) INV OUT 508.70 (119) OF z z z a 0-- > >[INV STA 10+30.62 INV OUT 496.11 (105) TOP 511.03 515 515 520 520 525 OUT F&%51 (121) 510 510 505 505 PROPOSED GRADE 500 500 r 495 495 e� Co9 490 490 485 485 V � o\1 N O PROPOSED GRADE 515 515 WATER EXISTING CROSSING GRADE / 510 510 11 111 44.13 OF 1 2 4 8 H6% PE 505 .DPE 505 %L115 @2i o 500 1 4 .30' OF 500 8' HDPE 12.59% SANITARY 495 CROSS NG 495 490 490 00 LO h N h h (O n (O 520 520 515 515 510 510 PROPOSED GRADE 1`L1 OF .3p 620QE 505 505 Q 500 500 495 495 7 O V h (vj u7 5 0 1 0 50 PROFILE SCALE P 4 3ESSICA R. tEN� Lic No. 57291 E M E O O N � N C > E W a E < w v 3 Q LL O 3 p LL - wO `mom J V °MO W J -N a>o" (A N (7 W vM Z 0 = X 3 _j 0 00 � M a� no O oc f f H z O� F a z W V 0 O z r O_ Z N O w V N N p ~ 0 DATE 0711812022 DRAWN BY R. vanNiekerk DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE 1 "=50' LU V O > Lu w J Jct� LL a J m Q ^^ ''wLL V / O O O U) LL LU ED JOB NO. 48033 L 9+50 10+00 11+00 12+00 STR 102 TO STR 126 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 13+00 13+50 9+50 10+00 11+00 11+50 STR 104 TO STR 106 HORIZ SCALE: V=50' VERT SCALE: 1"=5 9+50 10+00 11+00 Yard 1 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 12+00 12+50 9+50 10+00 11+00 Yard 2 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 SHEET NO. C8.0 p`T H t7F o !� DENKO y c> JESSICA R• L1e. No. 57291 10/13/22 oFFSS10 N A� ��V M E O Q rn U N N C > E w a E w v 3 Q a o 3 p U. - wO `mom 0 W L M �_j U00 Z w -� O a 5: F C7w �� a w w v � 30.5x N � oaf o0 Ul= N z =UQ� O0 Z ~ Nry w o M o o w u 0 Cl) M M I a % n 133: DI-1 = w o a a0 rn Co STA 12+53.13 A o CO + 0i o TOP 484.38 w N °j C' } CO H i N ��2 ��vZD INV IN476.67(134) �O Fri k0> NQa� INV OUT 476.57 (133) 70000 U 0 o 490 W,2 M�0ZZ �°}vH 490 z ~ 0 v DATE 0711812022 m o m O L N J `�-' 2 N J } DRAWN BY u0 N O 00 : M M r? � co U o R. vanNiekerk co L600 00 O H mU' 4i0) O F DESIGNED BY p�vzzzp ❑�vf N Q 0_ >> >> Q 0_ >> > • J. DENKO o��zzzz �zzz 510 510 510 510 • CHECKED BY • J. DENKO SCALE • 1 "=50' • • 5 0 0 50 PROFILE SCALE 131 .j OF V O > w w J J LL lY a J m '(W a LL (� v, O LO r/ z O STORAGE BUILDING ROOF LEADER 11+PROFILE STORAGE BUILDING ROOF LEADER 21 PROFILE +50 9+50 10+00 Access road Storm P11+00 IROFILE 2+00 13+00 13+50 Up � HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' 7 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 �.0 0 ED JOB NO. 48033 SHEET NO. C8.1 f::_tt t STORM STRUCTURE TABLE STRUCTURE# TOP STRUCTURE HEIGHT DESCRIPTION EX Sir 463.00 N.A DI-1 100 489.34 3.46' ES-1 for 36 inch Pipe 102 495.13 7.91' DI-3C 8 ft Throat 104 501.28 7.40' MH-1 106 500.73 4.62' DI-1 108 512.13 11.68' DI-3B 6 ft Throat 110 517.36 7.16' MH-1 112 495.62 5.57' DI-3B 6 ft Throat 114 506.81 5.63' DI-3C 12 ft Throat 116 513.42 6.46' 18" Basin -Circular Grate 118 515.14 7.19' 12" Basin -Circular Grate 120 513.48 4.78' 24" Basin -Circular Grate 122 511.03 2.52' 12" Basin -Circular Grate 124 513.98 6.13' DI-3B 6 505 505 PROP SED 500 GRAD 500 PIPE FROM ROOF I SELF STORAGE UILDING FF 495.43 495 495 492.42 490 490 RL 32. 0' OF 6" HDPE 485 485 aso aso M 0�0 uM'1 7 V STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION RL2 6" - 112 493.41 493.11 1.13% 27.10 LF 6" HDPE RL1 6" - 102 492.42 492.10 1.00°k 32.20 LF 6" HDPE EX101 15" 124 - 507.85 502.12 16.92°k 33.83 LF 15" PVC 101 36" 102 - 100 487.21 486.09 5.29% 21.20 LF 36" HDPE 103 36" 104 - 128 493.88 491.96 2.01 °k 95.70 LF 36" HDPE 105 18" 106 - 104 496.11 494.45 6.69% 24.35 LF 18" HDPE 107 24" 108 - 130 500.46 498.60 1.32% 141.29 LF 24" HDPE 109 24" 110 - 108 510.21 500.56 9.97% 96.81 LF 24" HDPE 111 15" 112 - 102 490.05 487.31 1.09% 250.63 LF 15" HDPE 113 24" 130 - 104 498.50 493.98 3.78% 119.50 LF 24" HDPE 115 8" 116 - 108 506.97 501.89 12.59% 40.30 LF 8" HDPE 117 8" 118 - 116 507.95 507.07 2.72% 32.24 LF 8" HDPE 119 8" 120 - 118 508.70 508.05 1.46°k 44.73 LF 8" HDPE 121 8" 122 - 116 508.51 507.07 4.69% 30.62 LF S" HDPE 125 15" 126 - 112 497.64 490.15 12.30% 60.86 LF 15" HDPE 127 36" 128 - 102 491.86 487.31 5.75% 78.97 LF 36" HDPE 129 15" 114 - 130 501.18 500.87 0.97% 31.98 LF 15" HDPE 131 15" 132 - EX Sir 460.72 460.00 0.96°k 74.88 LF 15" HDPE 133 15" 133-132 476.57 460.82 8.84% 178.25 LF 15" HDPE 134 15" 135 - 133 478.16 476.67 4.79% 31.00 LF 15" HDPE 505 505 PROPOSED GRA E 500 500 PIPE FROM ROOF I SEL STORAGE BUILDING FFE 95.43 495 495 493.41 490 490 RL2 27.10' OF 6" HDPE 485 485 aso aso h O (NO h O a Z � � F 485 485 480 480 OF �O 475 �QE 475 470 470 / 465 465 i 460 �- 460 74.88' 15" HDPE 0.96 /o 455 455 450 450 V V 7 L E OFJ`,�,��c � JESSICA R. DEW y STA 11+91.48 STA 13+41.96 7 STA 15+51.38 Ule No. 57291 TINV TOP 496.08 5 TOP 505.80 TOP 515.30 INV IN 490.54 (4) INV IN 498.03 (6) INV OUT500.00 (6) 011�J12525 OUT 490.54 (2) INV OUT 497.83 (4) 525 o^ 'SSIONA\� X STA 13+53.00 TOP 5151, 0.05 5 INV IN 501.85 (EX 6) , E INV OUT 501.70 (EX 4) N ° 520 520 ¢ o > E STA 10+00.00 STA 13+41.96 : �X y STA 13+89.78 w ai E TOP 482.89 x $ [ X TOP 513.30 = > TOP 509.90 0 w m 3 INV OUT 502.55 (EX 6) 0 50 lNV IN 478.40 (EX 2) lNV IN 500.10 (EX 4) ¢ a V 3 INV IN 478.60 (2) INV OUT 499.95 (EX (2)) PROFILE SCALE w U. `6 ^� 515 515 515 515 a J z w -ui O a>�oN F C7w �� a w 510 CR SSING 510 9 < a N U �.C= 0O Ln PROPOSED N =O m > z GRADING / iy U / o v 00 505 505 i STORM ui CROSSING 0 500 - 2.V 500 0 STORM / 6 0 CROSSING / 209 41' OF EXISTING B" PVC �w N 495 GRADE J/ q✓i 0.94% w W N 495 = R F z 6' R9 O O 15� JG ✓ \ \ V / @a$y°lo > DATE 490 490 0 0711812022 } DRAWN BY R. vanNiekerk 485 485 • DESIGNED BY • J. DENKO F R4i OG • CHECKED BY @6J • J. DENKO 480 480 • SCALE 1 "=50' PROPOSED DOGHOUSE MANHOLE 475 475 v w n m rn o m rn N Ld aS o rr v v R R h R h h io h h 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 12+00 13+00 14+00 14+50 SANITARY SEWER PROFILE EXISTING SANITARY SEWER HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 �.jj V 9 > W V / � LL a J m ''w^^ Q a V / LL O } J O j ,.z I..L �.0 JOB NO. 48033 SHEET NO. C9.0 SANITARY NETWORK PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 2 8" 3 - EX 1 490.54 478.60 6.24% 191.48 LF 8 inch PVC 4 8" 5-3 497.83 490.54 4.85% 150.49 LF 8 inch PVC 6 8" 7-5 500.00 498.03 0.94% 209.41 LF 8 inch PVC SANITARY STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 3 496.08 5.54' Cylinder 5 505.80 7.98' Cylinder 7 515.30 15.30' Cylinder CON RACTOR TO ADJUST THE TOP OF SSWR MANH LES ACCORDINGLY 510 510 PROPOSED GRADING / 505 505 / 4.5' EXISTING GRADE � 6X OF 500 36.77 500 / EX 4 495 24.40' OF 495 8"PVC @ 6.56% / 490 490 5 °�° / / 485 485 480 480 / �120G - PROPOSED R29 PJy6° DOGHOUSE @6' MANHOLE 475 475 moo or, No rn� emu°oio rnvor` h� d'N 7rhpj STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION EX Sir 463.00 N.A DI-1 100 489.34 3.46' ES-1 for 36 inch Pipe 102 495.13 7.91' DI-3C 8 ft Throat 104 501.28 7.40' MH-1 106 500.73 4.62' DI-1 108 512.13 11.68' DI-3B 6 It Throat 110 517.36 7.16' MH-1 112 495.62 5.57' DI-3B 6 ft Throat 114 506.81 5.63' DI-3C 12 it Throat 116 513.42 6.46' 18" Basin -Circular Grate 118 515.14 7.19' 12" Basin -Circular Grate 120 513.48 4.78' 24" Basin -Circular Grate 122 511.03 2.52' 12" Basin -Circular Grate 124 513.98 6.13' DI-3B 6 it Throat 126 510.46 12.82' DI-3A 128 499.95 8.09' DI-3B 8 ft Throat 130 506.57 8.08' DI-3B 4 It Throat 132 469.59 8.87' MH-1 133 484.38 7.81' DI-1 135 484.38 6.22' DI-1 STORM PIPE TABLE PIPE# DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION RL2 6" - 112 493.41 493.11 1.13% 27.10 LF 6" HDPE RL1 6" - 102 492.42 492.10 1.00% 32.20 LF 6" HDPE EX101 15" 124 - 507.85 502.12 16.92% 33.83 LF 15" PVC 101 36" 102 - 100 487.21 486.09 5.29% 21.20 LF 36" HDPE 103 36" 104 - 128 493.88 491.96 2.01 % 95.70 LF 36" HDPE 105 18" 106 - 104 496.11 494.48 6.69% 24.35 LF 18" HDPE 107 24" 108 - 130 500.46 498.60 1.32% 141.29 LF 24" HDPE 109 24" 110 - 108 510.21 500.56 9.97% 96.81 LF 24" HDPE 111 15" 112 - 102 490.05 487.31 1.09% 250.63 LF 15" HDPE 113 24" 130 - 104 498.50 493.98 3.78% 119.50 LF 24" HDPE 115 8" 116 - 108 506.97 501.89 12.59°k 40.30 LF 8" HDPE 117 8" 118 - 116 507.95 507.07 2.72% 32.24 LF 8" HDPE 119 8" 120 - 118 508.70 508.05 1.46% 44.73 LF 8" HDPE 121 8" 122 - 116 508.51 507.07 4.69% 30.62 LF 8" HDPE 125 15" 126 - 112 497.64 490.15 12.30% 60.86 LF 15" HDPE 127 36" 128 - 102 491.86 487.31 5.75% 78.97 LF 36" HDPE 129 15" 114 - 130 501.18 500.87 0.97% 31.98 LF 15" HDPE 131 15" 132 - EX Sir 460.72 460.00 0.96% 74.88 LF 15" HDPE 133 15" 133 - 132 476.57 460.82 8.84% 178.25 LF 15" HDPE 134 15" 135 - 133 478.16 476.67 4.79°k 31.00 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 10/13/2022 10:20 AM I by Jessica Danko u7 O N O J 0 0 0 G D m� 01 r �, Z m N mm� J � T II II TV o IV D, ON O+ o �0 m M M r_ Cn[ Z >> r W ? ? J T II J 0O+ O — o r m W N N + O + O Cif O O + Ln O N CA 0 0 0 0 0 D0 CIO m _� A;r CD r- mmNO J T III y cn O �cn r m w 0 O A + O O N A o + CD O O U � O ,Z7 O m r m CIO n D mo . • THIS DRAWING PREPARED AT THE C 0 TIMMONS ROUP • •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE �p�a ` 0 • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 y� 0 �/ en TEL 434.296.5624 FAX 434.295.8317 www.timmons.com Oy � > z UJ sv � _ C) m CO o BERKMAR SELF STORAGE O ^ O N ? \ o DATE REVISION DESCRIPTION �ycN z �\� m - 10.13.22 COUNTY COMMENTS /� c r Z zz COUNTY OF ALBEMARLE, VA o m rn o o z N FfR \N�p w UTILTY PROFILES ti fA0 O O � � N cn o cn o cn o lI OV 8"X8"TEE N � 505.3 TIE TO WATE LINE 2 505.30 R Bov � AAA D 500.E � 500.56 � � v Z O Cl) � '�n^ V/ To1 V '� V/ T� �0w coV/ F. N �� m— � � m cAD O O � � N (T O tl7 O C71 O fA0 cA0 O O O Cn O Cn O (n TIE TO EXISTING 12" CAST 511.7 IRON RWSA ATER LINE CONTRALTO TO DIG TEST PIT TO VERIF DEPTH / N 508.4 A �O �Z Z � Om 509.0 � 0 1 r 508.E z m 506.2 90° BEND TIE TO WATE LINE 2 I I I G7 mZ O O UI O U1 O Ut cn O en O CTI O 90° BEND 504.E TIE TO WATERLINE 1 507.14 w �� °o m� � D � o O1 506.8 m r � � � m 508.68 � o m / STA 10+g3.10: "x8" TEE 505.E TIE TO 511.34 WATERLINE 3 OA � Dm o 508.7 0 � Z O 514.86 STA 11+73.19: 0° BEND STA 11+g7.45: 513.7 \ � WATER VAUL 516.10 m N 519.5 I D O � O A m 515.88 m n \ 522.8 517.45 STA 13+24.76: 5° BEND CONNECT TO OTEL A V7 CT O CT O CT CT CT N UI O C71 O C71 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. F- \\timmons.com\tgfs\300\103\48033-Berkmar_Self Storage\DWG\Sheet\CD\48033-103-C10.0-SIGHT.dwg I Plotted on 10/13/2022 10:20 AM I by Jessica Danko <x m0 A N mn DD rr mm I I 11 C1' o <x m0 A N In 0 nD Dr r mm If L'o b g w 0 0 T UJ A 0 o z M N 0+ 0 0 fn + 0 0 V 0 0 b O O O O N O CP O O O 518.6 CENTERLINE DF BERKMAR DRIVE 0 x0 o m 511.9 m 517.46 A / D � v0 / 5076 514.34 O O Ln � N O 01 O o O O O O N N U1 O to O to I x m O x 0 I 0 I IW m O I I I w I I- I I 514.7 514.44 I U) 515.8 0 515.28 I I 1i cn 516.5 I 516.08 � 1 0 O I � 0 515.7 m I 516.82 I m I 515.5 517.40 \ I 518.6 518.96 Ln O O rn 520.E 520.20 w 11 521.1 521.10 520.3 520.48 0 0 III I A 520.4 � 520.2 I I f X II _ 1 z O 1 m m O -n I 0 W m 0 I II w I V! M o M o Cn :n V :n r 0 o � lzi y Q -rJ G) Co i 4co Q N u7 a o / � (1)�GL�964 99'h£4 rj cc to\ \ \ \ \\ \ \ I\ S \ I'so `roc, s \ \ 86b �� s�6' s0� s/ s w \ \ \ \ o '� + 0 m \ \ \ op p 09 -� e• 1 a • I `jQ�' I i \��N _ f /gyp z nI- i I / 8p9Irk- CD �1 � � / Zt,9 � J ? / zNLr—I co / / r / a % I — s C o fl o \ M7 90 41 kA \ \� o =� /'V V rE 0 0 0 J I / / I I I I I I I I ti 0 . • VEZ THIS DRAWING PREPARED AT THE �- • •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE �p�%a C • 608 Preston Avenue, Suite 200 Charlottesville, VA 22903 co 0 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com = > i UJ sv A o DATE REVISION DESCRIPTION N i mCO 0 BERKMAR SELF STORAGE � o M o o IO.I3.22 COUNTY COMMENTS 'yC/� o p Z O� o COUNTY OF ALBEMARLE, VA m 2 0 2 m z N FfR\N� w SIGHT DISTANCE PROFILE W ti 0 \1 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-Lt.0-PLNT.dwg I Plotted on 10/13/202210:21 AM I by Jessica Danko — — — — — — — — — — — — — — —/ — — — — ------tom ----------------------------- ----- ------ --- I I I r-1 9 Z 'o �m O Z: co 0 O< m O X K n >A r D rr— Z mZ >O Oy Cp r D Z l7 m � I � 3Nneano I � � _ - 1-Nyg _ \ 99�4E6 I v / I o 491 499 0 • 17 Z \ a y Z o o0 0 p D I � A aA pL�3 mO dS \ \ a 00 \ I�I - i N \ _ r m (n O� \ Ir . r_ ; — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W mo rn T m 0 ;L7 D O 6 \ \ �/ / �--- — • — — — — — ——�----- O-----------—�\\ d o j1 00 01 b / m mm m m 0 O G D ✓I 1� V i 9� O 0 0 1 C� � I, 1 0 c- g rn 1 \ v � v v v� / Z0 W O w �O p ITI m O o z mo � I _ 503 504 TI / I 506 50? \ o P m 0 e �' rc / = r O c IT m IT -U O L cnvo� \ N tip [, do ---�_ w`^1-1 Awn ^m�yam ngC) �A°Ami maaA azypma A ok mmooy< m pa "m ti 0 I • . •• THIS DRAWING PREPARED AT THE rIMMONS ROUP• 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 r m CO o B E RKMAR SELF STORAGE v o ^ 3 N 3 DATE REVISION DESCRIPTION v .p _ m V 0 10.13.22 COUNTY COMMENTS O z COUNTY OF ALBEMARLE VA n a m n Z n O Z W 0 GJ m 70 0 = m0 = Z w LANDSCAPE PLAN A A N F m m 0 W 2 � Co O c m = m O c O p O rT D 0 O O O Z K D O W-1 M x m A m M r- Z z 7 W 0 0 v O W 0 XDD mm7 > � O � D Z �ZZ 0 F c(DWZDCn at r F r Z 0 AA r C) 0 D O D m r D m o Z 0 = D O D Z 0 D y v FA ;0 m X m �O ti COS �O z 0 W 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. 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 ITA 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 SEWER/WATER 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 5 QUERCUS PHELLOS I WILLOW OAK 2.5" CAL. B&B 419SF TOTAL = 22,928SF SHRUBS QTY I BOTANICAL NAME COMMON NAME I MIN. INSTALLED SIZE ROOT ILE RED 21 1 ILEX VERTICILLATA'RED SPRITE' RED SPRITE WINTERBERRY 24" HT./SPRD. I CONTAINER LANDSCAPING ALONG INTERIOR ROADS OF E.C. STREETS * per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED BERKMAR DRIVE 512 LF 1 LG TREE PER 40 LF 512/40 = 12.8 13 LARGE TREES 13 LARGE TREES LANDSCAPING OF PARKING AREAS * per Albemarle County ARB DESIGN GUIDELINES REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. SHADE TREE PER 10 100 PARKING SPACES 100/10 = 10 10 LARGE SHADE TREE 10 LARGE SHADE TREES PARKING SPACES NOTE: -WHERE POSSIBLE LARGE TREES HAVE BEEN PLACES AT 40' INTERVALS AROUND THE PERIMETER OF PARKING AREAS. INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code 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 .1 = 19,253.5 SF 19,254 SF 22,928 SF SITE AREA) NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 5 05 11ALTH OF ApJ�� 0.70AZM=8O1QD1. 5 No.001379 1011312022 M E 0 o N � N C > E w v E �U w Q LL 3 0 LL 0 w0 `mom d _ V IMo W J —N a (A 4 N U W w Ir 30'x LL OR =.,,. V)= N =U F ¢ . cm 0 N � M o w f f H z 0 F a z �LU 2: w0 0 U z 0 Z U 0 0 w V CN to 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 LU a UP)LL O U DC LU m JOB NO. U) J_ Q 0 U) W H O LLI a U U) cl Z Q J 48033 SHEET NO. L2.0 9 L lJ :01 O BERKMAR DRIVE VARIABLE WIDTH R/W ® 7 � RIPI (8) ao G C F. 1.8 2.0 2.5 3.3 3.3 5.5 3.7 6.9 9 3.5 6.1 2.8 4.1 e. 2.0 2.4 ti { °., 1.5 1.6 y; 1.2 1.2 4 STORY PROPOSED HOTEL 10,155 SF/FLOOR 40,620 GSF 2.2 26'.a214' .1.4'.'17 '1.7 15 1. 1'. 1.2 2.1:3 16.'a.6 12'.0.9 1.2 3.5 15.3 0 1.7 '1 4 1.1 O 8 0. 0 * .$' $ 0. 0.8 .1 '3.4' 1.9 1.3 1.0 1.0' 1 1. 2.5 * z' .0 4.0' 25' 1.7 13 �-0GJ 0. 0 *.8 .8 0.7' 0'.7 *6 $9 �y ro N y - -- N ----- Q 4.1 6.N30 6.6 5.1 3.2 2.0 1.5 1.2 1.0 1.3 1.7 2.4 3.9 5.8 206.6 5.5 3.6 2.3 1.7 1.2 0.8 .6 0.8 1.1 1.2 1.1 0.9 0.7 1.0 1.3 1.6 1. 1.5 1.0 0.6 Q .1 2.8 3.4 3.6 3.1 2.5 1.8 1.4 .1 1.0 1.2 1.5 2.0 2.7 3.3 3.5 3.3 2.6 1.9 1.5 1.0 0.7 0.7 1.1 1.5 1.7 1.6 1.4 1.0 0.9 1.4 2.1 2.3 .1 1.7 1.2 0 *.9 � � 1.6 1.8 .. '' 1.9 2.4 2.1 1.2 *.0 0.9 2.4 3.6 4.8 2.2 1.0 .9 0.9 2.7 4.7 *7.7 '. 3.8 2.1 0.8 el .2 �HQ 2. .1 C} 8.7 �? :4 '. .., *5 1.7 0 J 7 34 4 STORY SELF STORAGE FACILITY 2.s 'a.2 's ds... 2.s i.s 1 STORY BELOW GRADE, 3 STORIES s *.a ABOVE GRADE 2.1 3.0 3.6 3.7 .. .1 2.6 1.5 3 s 21,924 SF / FLOOR 1.6 2.0 2.1 24'. 3.0 *2.6 1.6 87,696 GSF .4 1.2 1.5 1.5 .8. 3.3 3.1 2.4 1 A 9 .4 4.2 0.9 1.0 1.1 4. 3.5 2.5 y� .2 3.4 0.6 0.7 * 9 .1 2.5 s � .8 2.4 0.6 0.8 I.0 9 7.4 4.0 2.2 .7 1.8 1.5 1.4 { .5 a 0 5.6 3.4 1 1 1.4 1.2 0.7 *.0 1.4 2.0 2.5 2.9 3.0 2.6 2.1 1.8 1.1 0.7 0.5 0.5 0.8 1.1 1.5 2.0 2.5 2.9 3.0 2.7 2.3 1. 3.5 2.6 0. 0.9 0.9 1 1.2 1.7 2.5 3.9 5.0 5.4 4.2 2.7 1.8 1.3 0.8 0.6 0.6 0.8 1.3 1.8 2.6 4.0 5.1 5.4 4.2 2.2 1.9 0.5 U.0 *. .7 1.6 1.6 1. .. 4 1.1 1.1 *.8 'po 'po APPROXIMATE LOCATION OF 20' R WSA WATERLINE 1. i n up i JESSICA R. DENK No. 57291 %j:0,- io/i3/22, SCALE 1"=30' o E 0 N U N 0 30' 60' ¢ 0 > E W v E - Q a o 3 LL -1V Q0 J - uj _ � N C7W � NV w 30'LLx !n = N N 0 N � M 00 J H Luminalre Schedule Symbol Qty Label Arrangement Lum. Lumens Lum. Watts LLF Description [MANUFAC] Filename -E] 11 A Single 24645 186.8 0.720 LAP-2G-188LED-T3M, 20ft Pole UTOPIA LIGHTING LAP-2G-188LED-TYPE+3+Medium.IES F7--F] 1 B-2 Back -Back 25374 189.869 0.720 LAP-2G-188LED-T5S, 20ft Pole Utopia Lighting LAP-2G-188LED-TYPE+5+Short.ies Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Description Parking Lot I Illuminance Fc 2.39 8.7 0.5 4.78 17.40 10ft Grid Z O� z W U 1n 0 O z r O_ Z 1n O W U N N 00 .ti DATE 0711812022 DRAWN BY R. vanNiekerk DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE 1,=30' �LU V 0a z W _j Q J ILL.a a J W co (D tJ a z 'Lu v , O r= p _D J LU ID JOB NO. 48033 SHEET N0. L3.0 LED AREA / PARKING / STREET LIGHT LAP-2G APPLICATION For all applications in site, area, and general lighting requiring high uniformity, excellent vertical light distribution, reduced offsite visibility, reduced on -site glare and effective security light levels. The LAP luminaire delivers exceptional performance in a low -profile design. L CONFIGURATIONS Revised: 3.23.2022 Project Name: 113erkmar Hotel and Storage Type: A FEATURES: • Die-cast aluminium construction body on which electrical components. • Die-cast integral heat sink to provide thermal management. MOUNTING: • PMS: Pole mount arm available for 3", 4" and 5" square pole. • PMR: Pole mount am available for 3" (PMR3), 4" (PMR4) and 5' (PMR5) dia. round pole. • SF: Adjustable slip fitter mount available for pipe installation (1-21/32"O.D to 2-3/8"O.D) • WM: Wall mount plate • Mounting arm bolts are 304 stainless steel and zinc - plated steel • MA: Available for2375"(O.D) sized Mast Arm Pole. • MA2: Availabel for 1.90W(O.D) sized Mast Arm Pole. LED: • Color Temperature: 3000 / 4000 / 5000K • Color Rendering Ind": 70+CRI. • Nichia LED. • Lifetime: over 50,000 hours. • Optical lens is used to reduce glare. ELECTRICAL: • UL, FCC certified input voltage range: I OOV-277V, 50/60Hz • Power factor >90%, THD <20% • 72LED: Class 2 LED electronic driver. • IOBLED, 141 LED, 188LED: Class 1 electronic driver. • Operating temperature: -40°C to 40`C (110111can reach +50°C). • Provided with integrated surge protection (6kVline- line, 1OkV line -earth). • Optional integrated 10kV/10kAsurge protection available (SP10). • Over Voltage Protect: Hiccup mode. The power supply shall realm 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 polycerbonate lens. LISTING: • UL / CUL listed. • Listed to UL 1598 and UL 8750. • DLC listed.' • ARRA compliant. (optional) • Suitable for wet location. • Tested to IESNALM80 standards. • LM79, LM80. • 5 years limited warranty. • 7 or 10 years limited warranty. (optional) 4 • IP66 Rating. • Certified to ANSI C136.31-2010, 3.OG Level 2 for Bridge/Overpass Applications. TYPO Input Rating Lumen Output limits) Total Lumen Output Drive Currant per LED EPARetlng We phobt>Ig EPARating (w/ pholxNl) B.U.G. Rating 9 Weight (maikg) 72 T2 72W 106.1 Ira 7644 In IAA 0.64 0.651 83-UDG3 23.17 HIS 10.51 kg T3 123.31m 89771m B2-UOG2 T4M 124.51m 90641m B2-UDG2 TSS 127A Im 92511m B3-UDG2 106 T2 tOBW 107.81m 123591m 2.1A 0] 0.71 B341DG3 25.381bs/11.51 k9 T3 109.71m 117531m B3-UDG3 T4M 127.21m 13850 InaBar-UO-G3 T5S 129.61m 13932 lm B441DG3 141 T2 137.91111 123.59 In 17D481m 2.BA 0.77 0.782 B34U0,33 28.71ba/72.111g T3 141W 115.51m 16370 an 83-UO-G3 T4M 126.81m 17854m B341DG3 T5S 131.91m regard m B4-U0,G1 ie8 T2 ism 112.31m 21554 In 3.8A 0.9 0.914 84-UO-G4 27.36Hire /12.41 kg T3 131.9 In 246451m B4UDG4 T4M 121.61m 22862 lm 133-UDG3 T5S 137.21m 258MIn B5410-G3 www.ubplebhtlryacmm 610PMDGHTING mervi dgNEo chargesperlMadons, drovengs, dbnerlwers without prior notice. test our wetslte for the latest product Information. uEopilk L I G N T I NG For design intent only. LED AREA / PARKING / STREET LIGHT Revised:3.23.2022 LAP- 2 G Project Name: I Berkmar Hotel and Storage 11 ODD G e APPLICATION For all applications in site, area, and general lighting requiring high uniformity, excellent vertical light distribution, reduced offsite visibility, reduced oresite glare and effective security light levels. The LAP luminaire delivers exceptional performance in a low -profile design. 1 CONFIGURATIONS Type: B-2 FEATURES: • Die-cast aluminium construction body on which electrical components. • Die-cast integral heat sink to provide thermal management. MOUNTING: • PMS: Pole mount arm 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 (1-21/32"O.D to 2-3/8"O.D) • WM: Wall mount plate. • Mounting am bobs am 304 stainless steel and zino- plated steel. • MA: Available for 2.375"(O.D) sized Mast Arm Pole. • MA2: Availabel for 1.900"(O.D) sized Mast Arm Pole. LED: • Color Temperature: 30DO / 4000 / 5000K • Color Rendering Index: 70+CRI. • Niche LED. • Lifetime: over 50,000 hours. • Optical lens is used to reduce glare. ELECTRICAL: • UL, FCC certified input voltage range: 100V-277V, 50/6OHz • Power factor>90%, THD <20% • 72LED: Class 2 LED electronic clever. • 108LED, 141 LED, 188LED: Class 1 electronic driver. • Operating temperature: -40°C to 40°C (11OW can reach +50°C). • Provided with integrated surge protection (6kV line - line, 10kV 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 turn -on 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/CUL listed. • 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) • IP66 Rating. • Certified to ANSI C136.31-2010. 3.0G Level 2 for Bridge/Overpass Applications. Type Input Rating Lumen Output (Imfwt Total Lumen Output Ddw Current per LED EPA Rating (w/o photocell) EPA Rating (W plptoceD) B.U.G. Rating Weight (Ibslkg) 72 T2 72W 106.1 Ira 76441m 1AA 0.64 0.651 B3-U0-G3 23.171be 110.511g T3 123.31m 89T71m 132-U0-G2 T4M 124.5 kn 90641m B2.UO.G2 T5S 127.4 In 9251 In 133-UO-112 108 T2 108W 107.81m 123591m 2.1 A 0.7 0.71 133-1.10-133 25.38 lbs 111.51 kg T3 109.7 to 117631m B3-LID-G3 T4M 127.2 m 136501m B3-UO-G3 T55 F 129.61m 139321m 134-1.10-G3 141 T2 137SW 123.591m 170481m 2.BA 0.77 0.782 B3.U0-G3 28.71bs/12.11kg T3 141W 115.51m 163701m B3-U0-G3 T4M 126.81m 178541m B3-UO-G3 Tss 131.9 to 188311. B4-U0-G1 188 TT 188W 112.31m 215541m 3.SA 0.9 0.914 B4 J0-G4 27.36 lbs/12Aikg Tar 131.9 Im 246451m B4-UO-G4 T4M 121.6 Ira 228621m B3-U0-G3 T55 137.21m 258561m B5-U0-G3 www.utaplanghtmi su en LIXONALIGHTING reserves the rightto drange apedaeatlone,dmrNgs, dimensions Whrout prior exi Vlskour residue for Me latest pmdlct lnkrmallon. UILOPU LI GHTI NG LED AREA / PARKING / STREET LIGHT LAP2 G Polar Candela Distribution (TYPE 3 medium + House Shield) Polar Candela Distribution (TYPE 3 medium) e4 4 ia ORDERING INFORMATION Downward Street Side 8,120.0 92.1% Downward House Side 701.5 8% Downward Total A 821.5 100% DownwardStreet Side 7,304.4 62.2% Downward House Side 4,448.7 37.9% Downward Total 11,753.1 100% EXAMPLE: LAP-2G-108LED-50K-T3-UNV-DM-aZ-WM MODEL LED COLORTEMP. DISTRIBUTION VOLTAGE DIMMING FINISH LAP-2G 72LED 72W (40LEDs) JOK 3000K T2 Type ll UNV 120-277V(Sld.) DM D10V BZ Dark Bronze 108LED 141LED 108W (60LEDs) 141W(80LEDs) WOK .50K 4DDOK 5DOOK(Sld.) Lam_ ® 347 450 347V 480V trimming (Bid.) RALg8019 (SM.) 188LED xxxLED 188W(120LEDs) Customized Watts e/ 9 Lumen package T4M T IV Medium A� YDe l''1 a�ol nmrpmmauwana.luLrunoe,. 'Nmawamfirah.nmmam�ga. TSS Type V Short T5 Type MOUNTING OPTIONS 0.10V Dimming Control MuWeei highkes step SF Blip Fitter HS House Shield LRD-309S.x WM Wall Mount RC NEMAfwistlock receptacle only (no controls) dim and Strad dim Occupancy Sensor CIR remote PMS Square Pole Mount Arm RC7 NEMA 7-wim receptacle only job consols) programmable), (Sea note 7 to select lens for•)n Ar PMR3 3' Round Pole Mount Arm TLPC1 3-Pin Receptacle and Twist Lock Photocell Installed 120V LRD-509S.x IP-66 rated integrated 0-10V SmadDlM or multi -level PMR4 4' Round Pale Mount Arm TLPC2 3-Pin Receptacle and Twist Lock Photocell Installed 27TV high4ow dim centre occupancy sensor CIR remote PMR5 5' Round Pole MountArm TLPC3 3-Pin Receptacle and Twist Lack Photocell Installed 12OV-2T7V programmable), (See note 7 to select lens for' 0 es MA Horizontal Town Mount TLPC4 3-Pin Receptacle and Twist Lock Photocell Installed 480V RS-LRD Remote programmer for LRD-5098 and LRD-3D9S (Mounts to 2' IP, 2.37YOD) TLPCSC Shorting Cap PSC-BLE-SR McWong 0-10V Bi-level passive infrared(PIR) MA2 Horizontal Tenon Mount RS Remote handheld configuration tool for FSP-211 occupancy sensor with dim -to -off for Blueleoth Mesh in (Mounts to 1-12"IP, 1.800'O.D) •cmuarm rrwmnm pplkns Silver enabled SP70 Integrated 101IV/101ok urge protection ARRA Assembled in USAfar Buy American am FSP-211 0-1 OV Dimming Corsol Occupancy Sensor'' BR Bird Guard, Stainless Steel Spikes (1-2) FSP-1_2 Leas R 8' height (up to 44' diameter) 07W Optional Years Limited Warranty 4 (1.3) FSP-1_3 Lens R 20' height(up to 40'diameter) 01OW Optional lO Years Limited Warranty (1-7) FSP-1_7 Lens R 40height (up to 1 W diameter) REM76 Remote 16W Emergency Battery Backup (CEC Compliant EM) in black finish 10 1' 316 1 316 Stainless steel mounting arm bolls NOTES: 1. Must specify lens. (1-2, L3, L7) 2. Default settings are T41e 24 compliant fa all spaces that do rat require daylighting. For spaces that do require h, adjustments will be necessary for the Hold Off Semo nt and the Photocell functions. 3. DesignLights Consoraurrr& (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Preclude List at wow des'Gnl'ahts traMPL to confirm which versions are qualified. 4. This limited warranty covers electrical parts only and does not apply to labor, equipment lease, or defect from improper installation oro ration. Pe 5. Standard dimming an be ANSI n the I1, Photocell and shorting cap . olhers. 6. Its default setting can be tound on the IR-TEC installation instructions. 7. A: Standard cone shape Lens @ 16 height (up to 30' coverage) B: Extra wide cone shape Lens @ 1 O' height (up to 60' coverage) C: High bay cone shape Lens @30' height (up to Wcoverage) D: Standard round shape Lens @ 20' height (up to 40' coverage) F: Extra wide dome shape Lens ® 20' height (up W 80' coverage) G: Aisle way area shape Lens 4D 40' height (up to 120' coverage) H: High bay done shape Lens IQ 50' height (up to 50' coverage) 8. Order "RS.LRD'to adjust sensor setting. 9. DLC is not available. 10. Only available with Wall Mount. it. Remote Box is UL1598 recognized, IP66, IP67 rated, and ambient temperature up to 550C. UILOpBd BTOPIADGHDNG mawwsthe ri9htth damle speWuaont,drawings, dremelom wMout pdornotke. wet ourwebslte for Melatest product information. LI G H T I aG LED AREA / PARKING / STREET LIGHT LAP- 2 G Polar Candela Distribution (TYPE 3 medium + House Shield) Polar Candela Distribution (TYPE 3 medium) a S A ,.. 4 lCp C• q. u e5' s 4'i' q w ; V $ -11, Jill b .. uA ORDERING INFORMATION DownwardStreet Side 8,120.0 92.1% Downward House Side 701.5 8% Downward Total 8,821.5 100% Downward Street Side 1 7,304-4 62.2% Downward House Side 4,448.7 37.9% Downward Total 11,753.1 100% LED AREA / PARKING / STREET LIGHT LAP-2G LAP-2G-72LED-T2 Illuminance at a Distance Center Beam fc Beam Widths 1711,7� 603 to 3.3 It 1.41t 3.3ft 160 fc 6.4 R 2.6 it S.Oft 69.7 to 9.6 R 4.0 R 6JR- 38.8R 12.9it 5.3It a3R 25.3R 16.OR 6.6R IO.ORL I7AR 19.3 it 8.0R ■Vert. Spread: 87.9° ■Horiz. Spread: 43.50 LAP-2G408LED-T4M Illuminance at a Distance Center Beam he Beam Width 1 ]R 872 Ic 1.5 RJ(Lft33R 231 fc 3.ORS.OR 101fc4.5 R6JR S6.1 Fc6.nR 83R- 36.6 (c 7.5R 3.8It m.OR 25.2 fc 9.0 R 4.6 R ■Vert. Spread: 48.5° ■ Hark. Spread: 25.80 LAP-2G-188LED-T2 Illuminance at a Distance Center Beam he Beam Width 1711, 1,923 fc 3.3 it16.2 it 3311, 510 fc 6.4It 31.4 it -' s.gR 222 fc 9.7 it47.6 it 6.701 124 fc 13.0 R 63.8 R 8.3ft 60.7 It: 16.1 R 79.1 R 10,011 55.6 fc 19.4 it95.2_R III Vert. Spread: 88.20 ■ Horiz. Spread: 156.3° Optional TLPO shown Mounting for Square Pole Effective Projected Area (EPA) with Square Pole Mounting. LAP-2G-72LED-T4M Illuminance at a Distance Center Beam It Beam Width , 1J0 597R 1.8ft - O.eR 158 fc 3.5it I.SR a°P 69.0 fc 5.2 it ;.OR 36.4 fc 7.0 it 6.711 25.1 fc 0.7 it 83R 17.3 fc 10.5it 4.5R 1O.OR ■Vert. Spread: 55.20 ■Horiz Spread: 25.40 LAP-2G-108LED-T2 Illuminance at a Distance Center Beam fc Beam Width 1711 1,157 fc 3.0 R 16.5 R 307 fc 5.8 R 32.0 it 3 3R 51Ofl 134 fc 6.7 R 48.5 it 6711 74.5 fc 11.7 R 65.0 R 6 3fl 48.5 Id 14.5 it 80.6 it l9,OR 33.4 (c 17.4 it97.1 it ■Vert, Spread: 82, 20 ■Hari, Spread, 156.70 � JESSICA R. DENKO E Lic No. 57291 ME 0 N Vi N C > E w a E LU I_ N v 3 Q . V3 O p LL 0 J U 0000 J - Lrj a > Co (A N V (.D ,, w 30'x n i LL Be) _ N v> = art Q. 17 DT 0 On N bit N M d 0 H Z O to Z 0 Z M W U U) 0 O Z O_ Z N O W U LAP-20-141LED.T2 LAP.2G.141LED-T4M O Illuminance at a Distame Illuminance at a Distance = (D Center Beam Fc Beam Width Center Beam FT Beam Width L7R 1,416 fc 3.IR 15.5it 17H 1,184 fc 2.9it 8.8it 0 33R 376 fc 6.IR 30.IR 314 fc 5.6it 17.1 it = 33fl s tit 164 to 9.2 R 45.6 R 137 (c 8.5 R 25.9 R 6J11 9f.1 fc 12.3R 61.2it s ofl 76.3 fc 11.4it 34.7 Ft W N 8.3R 59.4 fc 15.7 it 75.8 it 6.7fl 49.7 (c 14.1 it 43.0 it W tO.aR 40.9 fc 18.4R 91.3R 63H 34.2 Fc 17.0 R 51.8 R ■Vert. Spread: 85. 1° 1g.gR ■Vert. Spread: 80.6° U O ■Horiz. Spread: 155.3° ■Horiz. spread: 137.8° � '~ LAP-2G-188LED-T4M Illuminance at a Distance Center Beam Fc Beam Width 1.7R 1,584 fc 3.2 ft L5 It 3.3ft 420 Fc 6.2 ft 3.0 It S.oR 183 fc 9.5 fit 4.5 It 6.7fl 102 it 12.7 it 6.0 R a.3R 66.4 (c 15.7 it7.4 It Iv.aR 45.8 fc 18.9 R. 9.0 It ■Vert. Spread: 86.8° ■ Horiz. Spread: 48.3° 2 I 3 www.utoplallghtngus.com UTOPIA LIGHTING reserves the tight M chwoge apecl0rah.re. drewngs, dimensons wiMut Mor notke. Met our wehaae for Me latest p,Muct Information. UILOpi{a L I G H T I NG EXAMPLE: LAP-2G-10BLED-50K-T3-UNV4OM-aZ-WM MODEL LED COLOR TEMP. DISTRIBUTION VOLTAGE DIMMING FINISH 72LED 72W(40LEDs) .30K 30M T2 Type 11 ® UNV 120-277V(SN.) OM D10V BZ Dark Bronze IGSLED 108W(60LEDs) -40K 4000K ate,, 947 347V Dimming RAL98019 (Bid.) 141LED 141W(80LEDs) -60K 5000K(SW T3 Type 111 480 480V (Std.) j18BLED 189Wj12OLEDs) •Avekele tool Customized Wattage/ T4M Type NMedium Plese,randeoefth rusmm rdorlmal the RALnlmser. Lumen package ° •Nlraateam6nNnwlm amamem.. TSS Type V Short MOUNTING OPTIONS SF Slip Fitter HIS House Shield LRD-309S.x 0-10V Dimming Control Multi -level highnow step WM Wall Mount RC NEMA IwisNock receptacle only (no controls) dim and Strad dim Occupancy Sensor CIR remote PMS Square Pole Mount Arm RC7 NEMA7-wire receptacle only (no controls) programmable), (See note 7 to select lens for Y) es PMR3 3" Round Pole Mount An TLPC1 3-Pin Receptacle and Twist Lode Photocell Installed 12GV LRD-509S.x IP-66 rated integrated 0-1 OV SmartDIM or multi -level PMR4 4' Round Pole Mount Arm TLPC2 3-Pin Receptacle and Twist Lack Photocell Installed 277V hhgh4ow dim control occupancy sensor ('IR remote PMR5 5' Round Pole Mount Arm TLP03 3-Pin Receptacle and Twist Lock Photocell Installed 120V-277V programmable), (See note 7 to select lens for "x°) e.e MA Horizontal Tenon Mount TLPC4 3-Pin Receptacle and Twist Lock Photocell Installed 48GV RS-LRD Remote programmer for LRD509S and LRD-309S (Mounts to Y IP, 2,375" OD) TLPCSC Shorting Cap PSC-BLE-SR McWong 040V Bi-level passive infrared (PIR) MA2 Horizontal Tenon Mount RS Remote handheld configuration tool for FSP-211 occupancy sensor with dim-tooff for Bluetooth Mesh in (Mounts to l-1/2' IP, 1.900O.D) •cpin.d Pamnfor maeplaoae Silvair enabled SP10 Integrated 10IM110kA surge protection ARRA Assembled in USAfor Buy American act FSP-211 0-10V Dimming Control Occupancy Sensor42 BR Bird Guard, Stainless Steel Spikes (L2) FSP-1_2 Lens G 8' height (up to 44' diameter) 07W Optional Years Limited Warranty' (L3) FSP-1_3 Lens U 20' height (up to 40' diameter) Drill Optional 10 Years Limited Warranty 4 (L7) FSP-L7 Lens ® 40' height (up to 1 00'diameter) REM76 Remote 16W Emergency Battery Backup (GEC Compliant EM) in black finish'a" 316 316 Stainless steel mounting an bobs NOTES: 1. Must specify lent. (1-2, L3, L7) 2. Default settings are The 24 compliant for all spaces that do not require dayightitg. For spaces that do require it, adjustments will be necessary for the Hold 08 Segtoitd and me Photocell functions. 3. DesignLights Contortiurl® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.diss onlightsordOPL to confirm which versions am qualified. 4. This limited warranty covers electrical parts only and does not apply to labor, equipment lease, or defect from improper installation or operation. S. Standard dimming 0-1 OV, ANSI C136.41, Photocell and shorting cep by others. 6. Its default setting can be found on One IR-TEC installation instructions. 7. A Standard cone shape Lens @ W height (up to 3(' coverage) B: Extra wide cone shape Lens @ 1 O' height (up to 60' coverage) C: High bay cone shape Lens 40 SO'height (up to 90' coverage) D: Standard mutts shape Lens ® 20' height (up to 40' coverage) F: Extra wide dome shape Lens @ 20' height (up W BO' coverage) G: Aisle way arch shape Lens @ 40' height (up to 120' covemge) H: High bay dome shape Lent @ 50' height (up to 50' coverage) S. Order 'RS.LRD'to adjust sensor setting. 9. DLC is trot available. 10. Only available with Wall Mount. 11. Remote Box is UL1598 recognized, IP66, IP67 rated, and ambient temperature up W 55°C. UEOPiAwww.u.plaligMr,usmin IrOPIA LIGHTING reserves Me right to change spedfimikns, dmeags, dlmmelons without Prior mogm. Msk our estates for the latest product lrllomdflur. LI G N T I NG LED AREA / PARKING / STREET LIGHT LAP-2G ail:•: -ir LAP-2G-72LED-T2 Illuminance at a Distance Center Beam R Beam Width i ]R 603 fc 3.3 R 1.4 R 3311 160(c 6.4R 2.6it 5.0R 69.7 fc 9.6R 4.0it 38.8(c 12.9R 5.3it 6]R 25.3 fc 16.OR 6.6it 83R 1O.OR1 17.4 fc 19.3R 8.0R ■Vert. Spread: 87, 90 ■ Horiz. Spread: 43.50 LAP-2G-108LED-T4M Illuminance at a Distance Center Beam no Beam Width tan 872 fc 1.5R 801.5 R 3.R 231 fc 3.0 it 1.5it 101 fc 4.5 ft 2.3_R. S.OR 6JR 56.1 fc 6.0it 3.1 R 36.6 fc 7.5R 3.BR a3R lo.OR 25.2 fc 9.0 R 4.6 R ■Vert. Spread: 48.50 ■ Hartz, Spread: 25.80 LAP-2G-IBBLED-T2 Illuminance at a Distance Center Beam Fc Beam Width - 3.3 it 16.2it 1.7R�a•-923fc - 510 fc,° 6.4R 31.4 it Bali- - S.gR 222 It 9.7 R 47.6 R 6.711, 124 fc 13.0 it63.6 it 8.311, 80.7 to 16.1 R 79.1 R IO.OR 55.6 to 19.4 it95.2 it III Vert. Spread: 88, 20 ■ Hariz. Spread: 155 3° Optional TLPC shown Mounting for Square Pole Effective Pmjected Area (EPA) with Square Pole Mounting. LAP-2G-72LED-T4M Illuminance at a Distance Center Beam fc Beam Width 597 Fc A 1.8 R 0.8 R 1 Xt _ Fc 3.SR 1.5It 3.3ft158 69.0 fc 5.2R 2.3R S.OR 38.4 Fc -. 7.0 R 3.0 R 6JR 25.1 F[ h8.7 R 33It 83R 17.31 c 10.5 R 4.5 R IS.OR ■Vert. Spread: 55.20 ■Horiz. Spread: 25.40 LAP-2G-141 LED-T2 Illuminance at a Distance Center Beam fc Beam Width LJR �1,416 fc 3.1 it 15.5 it T_ 33R 376 Fc 6.1 it30.1 R S.OR 164 fc 9.2 ft45.6 it Bra 91.1 Fc 12.3it 61.2it s 3t 59.4 fc 15.2 R 75.8 R ig.aR 40.9 fc 18.4 it91.3 ft ■Vert. Spread:85.1° ■Horiz. Spread: 155.30 LAP-2G-188LED-T4M Illuminance at a Distance Center Bear fL Beam Width 1.711 1,564 a 3.2 Ft 1.5 ft 3.3ft 420 fc 6.2 it 3.0 It S.Oft 183 Fc 9.5 it 4.5 It 6.1R 102 fc 12.7 it6.0 ft 63ft 66.4 fc 15.7 It 7.4 ft Iv.olt - 45.8 to 18.9 it9.0 it ■Vert. Spread: 86.8° ■Horiz. Spread: 48.3° Mounting for Slip Fitter 00 LAP-2G-108LED-T2 Illuminance at a Distance tinter Eleam Fr Beam Width 1,157 fc 3.0 it 16.5R 1JH 307 fc 5.8 R 32.0 it „R S.oR 134 fc 8.7 R 48.5 R 6.1fl 74.5 fc 11.7 it65.0 it Sag 46.5 fc 14.5 it80.6 ft 10.0fl 33.4 fc 17.4 R 97.1 it ■Vert. Spread: 82.2° ■Horiz. Spread: 156.7° LAP-2G-141LED-T4M Illuminance at a Distance Center Beam Fc Beam Width 17R 1,184 fe 2.9R 88 314 fc 5.6it 17.1it 3.3R 137 f[ 8.5 It 25.9 IT S.OR 6JR 76.3 fc 11.4 it 34.7 ft 49.7 fc 14.1 it 43.0 it -93R I..,Bft. 34.2 fc 17.0 it 51.8 ft ■Vert. Spread: 80.60 ■Horiz. Spread: 137.80 2 I 3 www.utoplalightl'guu=m 11TGPIALIGHTING restores are dghtfo tlwnge spetlacalbne,dm4rga, tllmenelona wlthmipMrnotlm. welt mrwetsile fartheldast pradlud lMomatbn. UILOpBA LI GNTI NG DATE 0711812022 DRAWN BY R. vanNiekerk DESIGNED BY J. DENKO CHECKED BY J. DENKO SCALE N.A. �W V 9� O;J � J Q LL Z J DO W Q rT'� vV LL O Z ao� v J MW W JOB NO. 48033 SHEET NO L4.0 m = 3 c a D a0 o IY O oCLOD .8O 152 c F to no, c 0 m a0 O c K N t7 3 ce Z as O E 2 a 2 F m `o« 5 �« eN CL m c .Z Y Ut ° m X c m 16 m o am. V `o cop m o � a c �c 10 a D o d m or m 2 �N m c mD m nE anti �i E F_ L