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HomeMy WebLinkAboutSDP201700006 Plan - Other (not approved) Major Amendment, Final Site Plan 2017-02-06-J -U = i, i A Amptlif 41 0 1 1 lu Lovatimd 140 seuth Aantboo WhA !late alai Tiros of ToA V11/2i1171' a!00PFR. (minut"ot Flank � ?ilze ske tlndua Arrdssum ttvdrald 10731.; :IrPF��a�att} FIs: 'ftesiduai Fromre(Ds'i 102 R F bw Hora"tAm 19782...;. i+#mF P(bsgtire .. 7Y Test nm x 2229',. Flow Hydranttti Ifio1... Pitmt Arusss(ra N2 (G+1} W rest Flow 1-298' Flava HOt'ant" Plant Pres"6#3 (ps/i rest f'7" 1 _ #i TaEak Exdvogted.PYaw#YPrAi 252.. 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IMPERVIOUS AREA: 0.46 AC o E ALBEMARLE COUNTY COMMUNITY DEVELOPMENT ALBEMARLE COUNTY ENGINEER ALBEMARLE COUNTY FIRE & RESUCE ALBEMARLE COUNTY SERVICE AUTHORITY RIVANNA WATER AND SEWER AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION DATE DATE DATE DATE DATE DATE DOM. PROJECT INDEX TITLE: SSI SHEET NO: 1 of 10 DATE: 2/06/17 o � z I� w Q W w � � E- ~o C) Q � W w z DOM. PROJECT INDEX TITLE: SSI SHEET NO: 1 of 10 DATE: 2/06/17 GENERAL NOTES ABBREVIATIONS SITE DATA GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approved by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 801bs/1OOsf. Alternatives are subject to approval by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17-207B) CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. The contractor is required to obtain any/all permits required for construction of these plans. 2. Any time work is performed off-site or within an existing easement, the contractor is to notify the holder of said easement as to the nature of proposed work and to follow any guidelines or standards which are associated with or referenced in the recorded easement. 3. The contractor is to check that all easements, letters of permission, etc, are recorded/obtained prior to the start of any construction. 4. Contractor to verify all site plans and profiles and details for consistency and if conflicts exists, contact engineer for clarification and/or direction. Interpretation determined by contractor shall be done at his/her own risk. 5. The contractor is to verify that the relocation of all existing utilities in conflict with proposed work has been completed including utility poles. 6. Contractor shall comply with fencing and tree preservation signage required by Albemarle county code. 7. Contractor shall not rely solely on electronic versions of plans, specifications, and data files that are obtained from the designers, but shall verify location of project features in accordance with the paper copies of the plans and specifications that are supplied as part of the contract documents. 8. Contractor shall comply with all wetland permit requirements, if a permit exists. 9. Contractor shall be responsible for all relocations, (unless otherwise noted on plans) including, but not limited to, all utilities, storm drainage, signs, traffic signals & poles, etc. as required. All work shall be in accordance with governing authorities requirements and project sitework specifications and shall be approved by such. All cost shall be included in base bid. 10. Contractor shall control stormwater runoff during construction to prevent adverse impacts to off site areas, and shall be responsible to repair resulting damages, if any, at no cost to owner. 11. This project disturbs more than one acre of land and falls within the Virginia Stormwater Management Program (VSMP), General Construction Permit (GCP) program as administered by the Virginia Department of Conservation and Recreation (DCR) under the jurisdiction of the EPA. Prior to the start of construction, the contractor shall file a GCP notice of intent with the DCR and prepare a stormwater prevention plan in accordance with the VSMP regulations. 12. Contractor shall coordinate with all utility companies for installation requirements and specifications. 13. Contractor shall be responsible for site security and job safety. Construction activities shall be in accordance with OSHA standards and local requirements. 14. Contractor shall dispose of demolition debris in accordance with applicable federal, state and local regulations, ordinances and statutes. 15 Existing utilities shall be terminated, unless otherwise noted, in conformance with local, state and individual utility company standards specifications, and details. The contractor shall coordinate utility service disconnects with the utility representatives. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. GENERAL CONSTRUCTION NOTES: 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of 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. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 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, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL CONSTRUCTION NOTES FOR STREETS: 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 9 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed Inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. ACSA GENERAL WATER & SEWER CONDITIONS 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The contractor will be responsible for notifying the proper ACSA officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown are only approximately correct. The contractor shall, on his own initiative, locate all underground lines and structures, as necessary. 3.AII materials and construction shall comply with the current edition of the general water and sewer construction specifications, as adopted by the ACSA. 4.Datum for all elevations shown in national geodetic survey. 5.The contractor shall be responsible for notifying miss utility ® (811). 6.AII water and sewer pipes shall have a minimum of three (3) feet of cover measured from the top of pipe, over the centerline of pipe. this includes all fire hydrant lines, service laterals and water lines, etc. 7.AIL water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the safe drinking water act). UTILITY ARV - AIR RELEASE VALVE MH - MANHOLE OWNER E" BALLIF INVESTMENTS, LLC BOA - BLOW OFF ASSEMBLY PVC - POLYVINYL CHLORIDE 170 SOUTH PANTOPS DR CO - CLEANOUT RIM - RIM ELEVATION CHARLOTTESVILLE, VA 22911 CTV - CABLE TELEVISION SAN - SANITARY DEVELOPERS DI -DROP INLET SCC - STORMWATER CONVEYANCE CHANNEL SOUTHERN DEVELOPMENT GROUP DIP - DUCTILE IRON PIPE SD -STORM 170 SOUTH PANTOPS DRIVE ELEC - ELECTRIC STIR - DRAINAGE STRUCTURE C> CHARLOTTESVILLE, VA 22911 FH - FIRE HYDRANT TSV - TAPPING SLEEVE & VALVE FM - FORCE MAIN UP - UTILITY POLE LEGAL REFERENCE & SOURCE OF TITLE: DB 3546 PG 567 F&C - FRAME AND COVER WL - WATER UNE SITE AR A: 1.001 AC F&G - FRAME AND GRATE WM - WATER METER E- MAGISTERIAL DISTRICT' RIVANNA GT - GREASE TRAP WV - WATER VALVE GV - GATE VALVE 6"V - 6" VALVE SOURCE OF BOUNDARY SURVEY: PLAT OF RECORD HDPE - HIGH DENSITY POLYETHYLENE SOURCE OF TOPOGRAPHY: FIELD SURVEY BY DOMINION ENGINEERING & DESIGN DATED 05/18/2015 INV -INVERT DATUM: NAVD 1988 GENERAL � THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD H HAZARD ZONE "A" FOR A 100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO289D. ABAN - ABANDON(ED) MAX - MAXIMUM "MIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS ADJ - ADJOINER MIN -MINIMUM BEEN PERFORMED AS A PORTION OF THIS PROJECT. AND -AHEADMON - MONUMENT CONCRETE WATERSHED: RIVANNA RIVER APPRX - APPROXIMATE NIC - NOT IN CONTRACT BENCHMARK(S): BENCH MARK IS NAIL IN CURB LINE AS SHOWN. ELEV = 376.28' BC - BACK OF CURB NTS - NOT TO SCALE WATER SOURCE EX. 8" ACSA WATERLINE THROUGH PROPERTY BF - BASEMENT FLOOR ELEVATION OC - ON CENTER BIT - BITUMINOUS OH - OVERHEAD SEWER SERVICE EX. 30" TRANSITE ACSA BK - BACK PE - POLYETHYLENE BM - BENCHMARK PERF - PERFORATED BS - BOTTOM OF SLOPE PROP - PROPOSED MAXIMUM BUILDING HEIGHT., 40' CB - CATCH BASIN PRVD - PROVIDED PRIMARY ZONING HIGHWAY COMMERCIAL, HC CG2 - HEADER CURB PAW - PAVED WATER WAY BUILDING SETBACKS CG6 -CURB AND GUTTER R -RADIUS PER ZONING ORDINANCE 4.20: CG72 -ACCESSIBLE CURB RAMP RCP -REINFORCED CONCRETE PIPE CMP - CORRUGATED METAL PIPE REM - REMOVE FRONT: 10' FROM EDGE OF RIGHT-OF-WAY, 30' FROM EDGE OF RIGHT-OF-WAY GONG -CONCRETE REQD -REQUIRED SIDE AND REAR: STRUCTURE SHALL BE CONSTRUCTED AND CY - CUBIC YARDS RET - RETAIN SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE DIA - DIAMETER - RT - RIGHT CURRENT USE: PROFESSIONAL OFFICE (4,000 TOTAL GSF) EL - ELEVA110N R/W -RIGHT OF WAY ELEV - ELEVATION R&D - REMOVE AND DISPOSE PROPOSED USE: PROFESSIONAL OFFICE (8,400 TOTAL GSF) ES - END SECTION R&R - REMOVE & RESET EW - END WALL SD - SIGHT DISTANCE AREA SUMMARY EX - EXISTING SQ - SQUARE EXIST - EXISTING STA - STATION PREDEVELOPED: FOR - FOUNDATION SW - SIDEWALK FOREST/OPENSPACE 0.44 AC FF - FINISHED FLOOR ELEVATION SWEL - SOLID WHITE EDGE LINE MANAGED NRF 0.33 AC IMPERVIOUS 0.23 AC IF - IRON FOUND SWLL - SOUD WHITE LANE UNE POSTDEVELOPED: IS - IRON SET TBA - TO BE ABANDONED FOREST/OPENSPACE 0.32 AC MANAGED TURF 0.22 AC LOD - UMIT of DISTURBANCE TBR - TO BE REMOVED IMPERVIOUS 0.46 AC LF - LINEAR FEET TO - TOP OF CURB TOTAL f.00 AC LT - LEFT TS - TOP OF SLOPE TYP - TYPICAL ITE TRAP GENERATION UG - UNDERGROUND TOTAL BUILDING AREA = 8,400 GSF DUE TO THE SMALL GROSS AREA USE (ITE USE CODE 750, SINGLE TENANT OFFICE BUILDING) VESCH - VA. E&S CONTROL HANDBOOK AVERAGE TRIPS PER DAY = 270 VPD YDS - YARDS PARKING CALCULATIONS GROSS AREA = 8,400 SF NET OFFICE FLOOR AREA = 8,400 SF * 0.8 = 6720 NSF * OFFICE PARKING REQUIREMENT: 1 SPACE / 200 NSF = 6720 NSF / 200 = 34 SPACES, INCLUDING (2) ADA SPACES. * PARKING REDUCTION BASED ON NEW SHARED PARKING AGREEMENT - 4 SPACES TOTAL REQUIRED PARKING: 30 SPACES SPACES PROVIDED ONSITE: 30 SPACES, INCLUDING (2) ADA SPACES SHARED PARKIUG TRASH PICKUP AGREEMENT: THERE IS AN EXISTING AGREEMENT BETWEEN THE OWNER/TENANTS OF ADJACENT OFFICE USES AT 170/172 S. PANTOPS DRIVE NTH RESPECT TO SHARED PARKING, LOADING, AND TRASH COLLECTION. THE APPLICANT WILL PROVIDE AN UPDATED AGREEMENT THAT WILL ALSO INCLUDE THE SUBJECT PARCEL IN THE AGREEMENT. AS A RESULT, THE PARKING REQUIRED FOR THE 140 SOUTH PANTOPS SITE HAS BEEN REDUCED BY (4) PARKING SPACES. ADDITIONAL REDUCTIONS ARE AVAILABLE DUE TO THE SITE PROXIMITY TO A BUS STOP. TRASH COLLECTION WILL BE HANDLED BY SHARING THE EXISTING DUMPSTER LOCATED ON TMP 78-1502. NO ADVERSE IMPACT ON TRASH COLLECTION IS ANTICIPATED. IN THE EVENT OF CONFLICT, THE OWNER WILL PROVIDE AN ADDITIONAL WEEKLY TRASH PICKUP. LOADING SPACES ARE NOT BEING PROVIDED DUE TO THE OFFICE USE. DELIVERIES MADE TO THE CURRENT OFFICE USES ARE MADE VIA BOX TRUCK THAT PARKS TEMPORARILY. THE PROVISION OF A SEPARATE DEDICATED LOADING SPACE WOULD NOT BE USED FOR LOADING AND WOULD CONSTITUTE UNNECESSARY IMPERVIOUS AREA. lL C .L C W 0 E .� C C 0 UJ No. 33028 DOM. PROJECT INDEX TITLE: SPP SHEET NO: 2 of 14 DATE: 2/06/17 i a E" C> O � E- CT Q � w H F- w s DOM. PROJECT INDEX TITLE: SPP SHEET NO: 2 of 14 DATE: 2/06/17 i a SSNN \ Q-� '18 4— — �0 ,ria -.) s 2q #170 /����s 201 Ufa SR1 PO N . TMP 78-15C2 BALLIF INVESTMENTS, ILC LONE: HC USE: OFFICE BUILDING EX. SIDEWALK - EX. COMMERCIAL— ENTRANCE TO REMAIN ACSA NOTE: PROPOSED HIGH / CONCRETE CURB. NO - PERMANENT STRUCTURE ASSOCIATED. i i #i3, #5 STONE (MAX DIA. = 6") i NOTE: try, ALL CURB RADII ARE 3' 'TTS UNLESS LABELED OTHERWISE. 9� i3 \ 110, PROP. NET WALL soJ s> MAX HT= 6.5' PROPOSED 200' RIGHT TURN LANE STRIPING ELEC, TOWER ON CONC. PAD PROPOSED 2' WHITE SKIP LINES TMP 77-41 COUNTY OF ALBEMARLE ZONE: HC USE: VACANT ±585' TO INTERSECTION '-EXISTING OPPOSING WITH RIVERBEND DR. LEFT TURN LANE SOUTH PANTOF'S DRIVE FX "G6 LX �5 - �o RW - -- -- _---- - - --- ._ — _ - -- - _ — - _- LWAL — - - - : - --- - — - e sIDLwAu< Elk *25' ENTRANCE THROAT DETERMINED TO BE ACCEPTABLE TO VDOT SUBJECT TO STRIPING OF RIGHT TURN LANE ON NORTHBOUND SOUTH PANTOPS DRIVE "Ielp, SANITARY SE=WER �=awE 7N `6 AS -BUILT INFORMATION �NNtQ 6� SSMH #-1 TOP=383.77' OQ�9N 30" TRANSITE INV IN=375.07' d E 30" fRANSi E IN OUT=374.87' p� , y°'m6iE U SSMH #2 0 TOP=379.83' 30° TRANSITE INV IN=371.23' N v "U 30" TRANSITE INV ✓JUT=371.03' MENNEN SSMH #3 W E TOP=357.56' 30" TRANSITE INV IN=348.86' 30" TRANSITE INV OUT -348.66' ELEC, TOWER ON CONC. PAD PROPOSED 2' WHITE SKIP LINES TMP 77-41 COUNTY OF ALBEMARLE ZONE: HC USE: VACANT ±585' TO INTERSECTION '-EXISTING OPPOSING WITH RIVERBEND DR. LEFT TURN LANE SOUTH PANTOF'S DRIVE FX "G6 LX �5 - �o RW - -- -- _---- - - --- ._ — _ - -- - _ — - _- LWAL — - - - : - --- - — - e sIDLwAu< Elk *25' ENTRANCE THROAT DETERMINED TO BE ACCEPTABLE TO VDOT SUBJECT TO STRIPING OF RIGHT TURN LANE ON NORTHBOUND SOUTH PANTOPS DRIVE "Ielp, EL F. MYERS No. 33028 �=awE 7N `6 �NNtQ 6� c OQ�9N d E c n' W p� , y°'m6iE U 0 N v "U MENNEN W E ~ z as EL F. MYERS No. 33028 I Ma Z U � W MENNEN W ~ z as E-+ 011Y - E- I Ma INDEX TITLE SHEET NO: 4 Of 10 DATE: 2/06/17 Z U � W W ~ z as E-+ W E- C) (z H � G� r w w x DOM. PROJECT NO: 15.0030 INDEX TITLE SHEET NO: 4 Of 10 DATE: 2/06/17 oy 4T, F oPh.�> a4§3 ti �y oo Vo 0 °yF\ oy F 59 75 74� M O 1 6 {7W PROP 4 CONC. SIDEWALK MAXP� = 4WALL— LIMITS OF .a .1FEE-:';PROQ„4,fQl�C ,S1D�WALK;-'..�. .� TMP 78-15C2 CLEARING AND t;' I EX. 2 -STORY BRICK BA LII INVES iMENTS LLQ GRADING S OR © 3 _ OFFICE BUILDING ZONE: HC USE: OFFICE BUILDING \� s � EX SIDCWAI. K '— SM 9.5A PROPOSED 2- T Y �, OFFICE BUILDING ;�. t I TOTAL GSF = 4,400 1(2,200 GSF PER FLOOR) M m M WATERLINE PER EX. COMMERCIAL ENTRANCE TO REMAIN PAINT MARKING (TYP.) EX. C06 TOTAL GSF = 4,000 (2,000 GSF PER FLOOR) FF=377.80 77, 77Z - - I .. _— PRQ& 4' CONC. SIDEWALK: I SOUTI1 PANTOPS OLIVE ' 60 �I I C I 4101- EX 'Co -- F,t S!DENlALK— — SEE VSMP FOR4 LEVEL SPREADER DETAIL \\\\ 36e y�\ o �3 y �• 7 e ° PROP RET WALL i \ MAX F1'D= 8.5' i A 0 2 VDOTSUBTED COMPAC BN -25.0 1 � 959 OMPACTED 95% COGNRADEAC SSMH #1 6" VDOT TOP=383,77' 21B TENSAR TRIAD TX -5 GEOGRID TO BE USED UNDER EACH LIFT OF 21B UNDER THE DIRECTION OF THE GEOTECHNICAL ENGINEER .PAVEMENT SEC" ['ION MP -L NOT TO SCALE 30" TRANSITE INV IN=371.23' PROPOSED 2- T Y �, OFFICE BUILDING ;�. t I TOTAL GSF = 4,400 1(2,200 GSF PER FLOOR) M m M WATERLINE PER EX. COMMERCIAL ENTRANCE TO REMAIN PAINT MARKING (TYP.) EX. C06 TOTAL GSF = 4,000 (2,000 GSF PER FLOOR) FF=377.80 77, 77Z - - I .. _— PRQ& 4' CONC. SIDEWALK: I SOUTI1 PANTOPS OLIVE ' 60 �I I C I 4101- EX 'Co -- F,t S!DENlALK— — SEE VSMP FOR4 LEVEL SPREADER DETAIL \\\\ 36e y�\ o �3 y �• 7 e ° PROP RET WALL i \ MAX F1'D= 8.5' i A 0 .33028 —1, m 0 U m 3 0 TMP 77--41 COUNTY OF ALBEMARLE ZONE: HC o USC: VACANT N a ELEC. TOWER GONG, PAD 0y1 Ifl yF, 20 0 60 .0 60 ■ ■ ■ ■ ■ � ■ ■ ■ ■ ■ SANITARY SEWER AS—BUILT INFORMATION SSMH #1 o 4 m TOP=383,77' p 30"TRANSITE INV IN=375.07' Z 30" TRANSITE INV OUT=374.87' 4/ SSMH #2 O c TOP=379.83' N 30" TRANSITE INV IN=371.23' 30" TRANSITE INV OUT=371.03' 0 SSMH #3 q W TOP=357.56' 30" TRANSITE INV IN=348.86' 30" TRANSITE INV OUT -348.66' .33028 —1, m 0 U m 3 0 TMP 77--41 COUNTY OF ALBEMARLE ZONE: HC o USC: VACANT N a ELEC. TOWER GONG, PAD 0y1 Ifl yF, 20 0 60 .0 60 ■ ■ ■ ■ ■ � ■ ■ ■ ■ ■ INDEX TITLE: S a IV�J Y o 4 m E- p c� Z j� 4/ O c ci N 0 W q W � W .33028 —1, m 0 U m 3 0 TMP 77--41 COUNTY OF ALBEMARLE ZONE: HC o USC: VACANT N a ELEC. TOWER GONG, PAD 0y1 Ifl yF, 20 0 60 .0 60 ■ ■ ■ ■ ■ � ■ ■ ■ ■ ■ DOM. PROJECT Nt INDEX TITLE: S a E- c� Z 4 ci q W � W � � E E� � w W coW DOM. PROJECT Nt INDEX TITLE: S a SHEET N0: 5 Of 10 DATE: 2/06/17 I z LL im SEI' TRUNK PLUMB. SEE -- -'-i PIANS FOR EXACT LAYOUT AND SPACING. A6 TREE TIES, SEE SPECS, - I -112" SQ. OAK STAKES - SET 180 DEGREES APART FINISHED GRADE - APPLY 3" OF MULCH AFTER PLANTING AND WATER— THOROUGHLY 4" COMPACTED EARTH— WATERING BERM EXISTING GRADE PLANTING PIT SEE SPECS FOR °e8 EXACT REQUREMENTS, PLANTING C oaw SOIL, AND PLANTING SOIL °yam ?mai AMENDMENTS. - --�� c mmE 0 REMOVE BURLAP & STRING ----� � v FROM TOP 1/3 OF ROOT BALL 'FRAC TIMES BALL UNDISTURBED SOIL --- 1--__21A (MIN) TR ER PLANTING DETAIL sFs NOT TO SC ME DRIP LINE SNOW FEN BOARD FEI TREE CANOPY CALCULATIONS COMMERCIAL SITE AREA = 1.00 Ac 10% TREE CANOPY REQUIRED = 4,356 SF EXISTING CANOPY TO REMAIN: 12,632 SF PROPOSED CANOPY= 4,205 SF TOTAL TREE CANOPY = (12,632 * 1.25) + 4,205 SF = 19,363 SF > 4,356 SF OK PARKING LOT TREE REQUIREMENTS 1 TREE PER 10 SPACES 30 SPACES PROVIDED TREES REQUIRED = 3 TREES PROVIDED = 5 OK LANDSCAPING WITHIN PARKING AREA COMMERCIAL: PROPOSED PARKING AREA: 13,800 SF 5% PLANTING REQUIREMENT: 690 SF \ PLANTING AREA PROVIDED: 1,985 SF > 690 SF IOK 0 in ��T1� IE I'ICTECI'ION. FENCING DETATL_ CP6 NOT TO SCALE ol"IdAll'ilf"ll C b P,1 (L kl vl fu 4npil orl 1 f p N' tl p1 Bb {,pp 11128A ll1 ;9)NCfOn pleMAnuLePe Y} t. re i b v� S4LLV�4_ an a Gil 1 sf a 111 e 14 [( In a @rp. . 1 1 r 11 I'. U 11 1_ pled MeT @ t nn¢p,gbvY Jlipl f I A 2. ♦ k dil fb. e1116 AQ'AI M1M1 t(giry Ut gl.'pnAixi. �,\ 3m h9311i 1. gn Vn e Hsl sp na. Pp dFy c rI� d Y 1 M 1 h C 1' h 1 , 0 W a ,Gvllb",�NI aP P.. nRNwUllrvt v�'pl q -M Tia M rJ. S hJ I II. a:I 1 ITN ! N na s, rNt9 n1 ro- Idr kd n91 e, I n l n Y l m n l r l u x If �/1 b Hl SOf I pnpod I]g &ig' BIIblINY 6� "llf V' R9� ,9?coli b:'v Plq.. , d I Ib I rQ[N d M �P�` Ihy u4b: }. P mV�rorlo6'ntl gorcofi. ,vC'.. '9. ) L4IIg �' lU I g' n(61 Tne, reieSL^. I NPI ..of N.eubv d Itc wdldvlL pvUr 6W wa uw. aN.m„kWil b tl�,.P{nwt 1 16. 1 ".M mens, 1 m, w.Iw. w1,1:n n aN-c n'v,ylp m.d cY w.,4FF1 attW1 Ti: as wenmaµmz tlt 1 JCi""PPT I il n�a l p�L ac*1v AVA[a l— .L llb ydu.nxi.artel Ir, if1,u,Y'cp ie, of ,cus ey rt9t gv 11 Ma, )fv0 rontY Milli ttT+%no Id 61A 11 wi IX ,p D rvp.,l I'll hill f uA tlalgfyb 11-11 1Lf3I.i,,9ln' Ih M1 {. meni ob tt p .s NOTr, 1 VIIIf T£,V@IO FR 6RGG`ON$IP(1 iY TO(ON4},X 8119 NtAF10YTR/+G9:Oq OM1 TItF! AStiRV/.Rt(Sk r RL4mrzP,)F.N'(9 OY IMnl L16 Wa'IE) fbN.'!NA{ti"VVR6CASEit SlCNh9'UR4; �`�% gl�p�0, of+ QQ3 SIGNED CONSERVATION CHECKLIST ;WT STREET TREES: I TREE EVERY 50' FRONTAGE: 6 TREES OK 0 e� T V� \ OC V- rk �X A) L� kU v) Off' \c,cA`'v0 LANDSCAPE PLAN LEGEND: {7s AS — ACER RUBRUM & CVS, 5 X 397' CANOPY = 1,985 SF CANOPY QC - QUERCUS COCCINEA, 6 X 370' CANOPY = 2,220 SF CANOPY NOTE: ALL EXISTING LANDSCAPING IS A MIX OF DECIDUOUS, EVERGREEN AND CONIFEROUS TREES. � s0y4 N 7 _ v - PROTECTION N Y` ' N424'FENCING 04W44 yg° / --- X k. '�-... SG - J\ r \ L001- C El - - - 0 r„� �r\ J� ,� J J } ti j-',\ d C IL,i1L>Tr_N _� �, l ? '� '., - C, v' �.. s { ,�r r}r1 i r it i✓ A 0, % i \ %\ R rx. ti ; , ,� t t)"a_-._ _ `rrc r `�•�� ?SS .., rq.;: T F* T'r''0 RID ( �A e'V . AA hil \ .r :NCE Y r'vi v t 1 '3 },.-a` \T, ' 1 \ v r i I t .1 3 n r f i{ i tr,L�. i N 7 r 1 s� (, 4 i k P.T r I Li \ ,I.1-.:., TL?. _ — -- �"}--.�' \°.J r lit ii' EX.2—STORY BRICK.04 + f j+ l OFFICE BUILDING \ /, I, 2 AENTS, LLC ( PROPOSED 2—STORY �� �?. t� 11 Ill TOTAL GSF = 4,000 *, ) f OFFICE BUILDING rr,� '!� -i (%r (21000 GSF PER FLOOR) {�," ��\ 14 TOTAL GSF = 4,400 fF=377.80 NC;%�t,� (2,200 GSF PER f100R) ±`c�i i 379.5 fi0; /r✓� r I 1,7 r r �`. // r -�'. \ ,1-\ s U�L�, o-' ^, _.,-(1- L..__: ,_-- \r ?)- -�s-.-.:-.ry i___ � _ a ..�\,f � / nj Jr, . ,'i .lr \,.JS r /rX L`it ji I { 'r , ' r (\ t ,.,`;.0 / _ /�T �' k r _ LLL s1'`� _ - f - - 1 _ s-- t � y i � J T/ 4 ,4, Sli!EWALK c q � .w:.� ..._.-.._._ '.._—. , , � �— S5,51941"E..—�-.-338.48` VA- ivif (1 YID,} IT fI T E 1 7 EC. TONER ON n ) CONC. F AD 1' C, TMP 77-41 COUNTY OF FLIBEMARLE ZONE: PIC USE: VACANT / 1 20 40 60 No.33028 (,-I I I °e8 C oaw °yam ?mai � c mmE 0 � � v y� H 0 W No.33028 (,-I I I DOM. PROJECT NO:15,003 INDEX TITLE: P6 SHEET NO: 6 of 10 DATE: 2/06/17 ryi W � � v y� H W E -H Pti lei 1' W W (7 DOM. PROJECT NO:15,003 INDEX TITLE: P6 SHEET NO: 6 of 10 DATE: 2/06/17 Dominion Office ,. 2 7 fc 9 '� fc 0.0 fe N/A j NJA Park_ _ _ _ ..,_.,..x,�.. Property Line +. 0 fic 2 9 fc 6.Ofc NJA NjA >� Npya �J£ Fi C (D mmE fli oumm� 0 G ,istlmma AYdAG ]4t3M S E IfICATION ONE 264 :Ja[i ;.. S 3Y4,1C £POh4 asaQ.. L....... I+4L. tk96VncR BURNING MOUNTED CLEAR FS' JT ies EW O E NNNAt4.., INOW MH METAL HAL DE { 00 �:LJ GLFAB LAMP. Q !� 'C) POSITT,O1NZAt Pf1`�Y3i0ta • # ## # ## # !! I_ 1 i4T'N4d g L565 R4 . - 4AeElx LIGHC WITR 23 ONEY p>Y#£T 's'6S3frG,i.t€ .... c`�AC%1 � Lr 304 co DOM. PROJECT NO:j 5,003 EI6LTSNC RGU64F) OPTICS, CLEAN E t9 Dominion Office ,. 2 7 fc 9 '� fc 0.0 fe N/A j NJA Park_ _ _ _ ..,_.,..x,�.. Property Line +. 0 fic 2 9 fc 6.Ofc NJA NjA >� Npya �J£ Fi C (D mmE fli oumm� 0 G ,istlmma AYdAG ]4t3M S E IfICATION ONE 264 :Ja[i ;.. S 3Y4,1C £POh4 asaQ.. L....... I+4L. tk96VncR BURNING MOUNTED CLEAR FS' JT ies EW O E NNNAt4.., INOW MH METAL HAL DE { 00 �:LJ GLFAB LAMP. Q !� 'C) POSITT,O1NZAt Pf1`�Y3i0ta I � I_ 1 i4T'N4d g L565 R4 . - 4AeElx LIGHC WITR 23 ONEY p>Y#£T 's'6S3frG,i.t€ .... c`�AC%1 � Lr 304 co DOM. PROJECT NO:j 5,003 EI6LTSNC RGU64F) OPTICS, CLEAN E t9 � LI I £ ARCHITECTU I cL AR LWT: rt§G4 o. 'RAL ENCLOSURE POESSURE bJT[YtnR SODIUM, j i HORIZONTAL 777 .. ..... ) 1. , _. ..... ._ ... _. 3 LITHORIA iAt2 ?QEM ft3 �CAR�ARG0 LIGHT WITH R3 {sRNA WACF 7 4i0SF4tl$de 12k1f2P; LIGHTING RE €AR III v e ( LEA LASSOFFICE,METAL CI A0. HAOD I I ;A.HSSEt'fU ipA URE, 'ENCLOSURE, HERIZOALLL"t4 HGRZ'OhiT#L OUTDOOR I .. LItOnY 5Ni0C EDNi &Afs 3a_:ATt C.m t}qE SO S[AllT 1 TWA{. SAM, 399E i L,@htma &U"ILDUNG MOUNTED (CLEARED 17 e, LVMINA4AE aw mHl FETAL HALIDE ) fCL EAR LAPIN: HORIZONTAL Dominion Office ,. 2 7 fc 9 '� fc 0.0 fe N/A j NJA Park_ _ _ _ ..,_.,..x,�.. Property Line +. 0 fic 2 9 fc 6.Ofc NJA NjA \ A, xJwe -- \ Ay �E F����� oma' MIC , ^. YF \ P 'c. No. 33028 c' WATERLINE PER PAINT MARKING (TYP.) SOUTH PANTOPS DRIVE ._. ._—.. Ea. C68 V O R/yy -X. SIDEWALK EX. ccs EY,. SIDEWA! d PROP. RET WALL MAX HT= 6.5 ELEC. TOWER ON CONC. PAD IMP 77-A1 COUNTY OF ALBEMAR A ZONE. HC USE: VACANT 1 >� Npya �J£ Fi C (D mmE fli oumm� 0 N o V V E n_ —v \ A, xJwe -- \ Ay �E F����� oma' MIC , ^. YF \ P 'c. No. 33028 c' WATERLINE PER PAINT MARKING (TYP.) SOUTH PANTOPS DRIVE ._. ._—.. Ea. C68 V O R/yy -X. SIDEWALK EX. ccs EY,. SIDEWA! d PROP. RET WALL MAX HT= 6.5 ELEC. TOWER ON CONC. PAD IMP 77-A1 COUNTY OF ALBEMAR A ZONE. HC USE: VACANT 1 INDEX TITLE SHEET NO: 7 of 10 DATE: 2/06/17 >� Npya �J£ Fi yQ W Z EW O a 00 Q !� 'C) w co DOM. PROJECT NO:j 5,003 INDEX TITLE SHEET NO: 7 of 10 DATE: 2/06/17