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HomeMy WebLinkAboutSDP201600004 Plan - Approved Initial Site Plan 2016-03-10lz I k i Ll R" k 14!1 A!A A K91;j I A Z i d;j wll-z I �161 al HARVEST MOON TM 45, PARCEL 112G RIO DISTRICT, L EM RLE COUNTY, VIRGINIA < � , Subr itLa i 'Type Reviewed and Approved by the r r unit i Deyelopment Department mm SPI COVER SHEET SP2 NOTES &DETAILS SP3 EXISTING CONDITIONS PLAN SP4 LAYOUT PLAN SP5 GRADING PLAN SP6 PRELIMINARY STORMWATER MANAGEMENT PLAN SP7 PROPOSED OFFSITE SANITARY SEWER DETAILS SP8 EXISTING IMPERVIOUS AREA PLAN SP9 PROPOSED IMPERVIOUS AREA PLAN PLANNER ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD VIRGINIA DEPARTMENT OF TRANSPORTATION FIRE AND RESCUE MMIC vMYERS L' . No. 33028 �"d r �• ssI ANAL '�lyG 1.4 co Z O 0 H ✓ti C12 w A A z z o a o E.4 w � � w Q � En '1' N z L� z O u) O w F- F- Lu - F - W W U) m 0 W U W 2 U m z 0 i m W Z W Q V-4 W J U co E-1 P4 0 u DOM. PROJECT NO:15 INDEX TITLE: SHEET NO: 1 of 9 DATE: 1/20/16 �qq s0,4 t ;,d 39' " < � , Subr itLa i 'Type Reviewed and Approved by the r r unit i Deyelopment Department mm SPI COVER SHEET SP2 NOTES &DETAILS SP3 EXISTING CONDITIONS PLAN SP4 LAYOUT PLAN SP5 GRADING PLAN SP6 PRELIMINARY STORMWATER MANAGEMENT PLAN SP7 PROPOSED OFFSITE SANITARY SEWER DETAILS SP8 EXISTING IMPERVIOUS AREA PLAN SP9 PROPOSED IMPERVIOUS AREA PLAN PLANNER ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD VIRGINIA DEPARTMENT OF TRANSPORTATION FIRE AND RESCUE MMIC vMYERS L' . No. 33028 �"d r �• ssI ANAL '�lyG 1.4 co Z O 0 H ✓ti C12 w A A z z o a o E.4 w � � w Q � En '1' N z L� z O u) O w F- F- Lu - F - W W U) m 0 W U W 2 U m z 0 i m W Z W Q V-4 W J U co E-1 P4 0 u DOM. PROJECT NO:15 INDEX TITLE: SHEET NO: 1 of 9 DATE: 1/20/16 GENERAL NOTE u.. C ` CG -6 12150 UTILITY 22 2 GENERAL 42.2 COMBINATION 6' CURB & GUTTER 2400 12 3 ARV AIR RELEASE VALVE MH MANHOLE ABAN ABANDON(ED) MAX MAXIMUM 100% ARB NOTES: 2400 12 EXISTING BLDG SPA* 8712 6970 GAS LINE 1. Visibility of all mechanical equipment from the Entrance Corridor BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE ADJ ADJUST MIN MINIMUM _.-..._ ... --.__ shall be eliminated. OVERHEAD ELECTRIC WIRE A BE BUILDING ENTRANCE-� UNDERGROUND ELECTRIC ;I QLD LOADING DOCK -� CO CLEANOUT RIM RIM ELEVATION AHD AHEAD MON MONUMENT CONCRETE UNDERGROUND TELEPHONE LINE 2. All light fixtures shall be 3,000 lumens or less. D� DUMPSTER PAD I CABLE TV _.. _ SIGN • CTV CABLE TELEVISION SAN SANITARY APRX APPROXIMATE NiC NOT IN CONTRACT 3. Window glass criteria: Visible light transmittance (VLT) shall not w_ DRAIN MANHOLE w WOOD GUARDRAIL I- C PLUG OR STUB DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL BC BACK OF CURB NTS NOT TO SCALE PATH drop below 407.. Visible light reflectance (VLR) shall not exceed HEADWALL ... �. �� TREE LINE 30% FENCE' DIP DUCTILE IRON PIPE SD STORM BFE BASEMENT FLOOR ELEVATION OC ON CENTER OCO SEWER CLEANOUT -- ELEC ELECTRIC STR DRAINAGE STRUCTURE BIT BITUMINOUS OH OVERHEAD STREAM / POND / WATER COURSE 8 FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE BK BACK PE POLYETHYLENE --- A DETENTION BASIN FM FORCE MAIN UP UTILITY POLE BM BENCHMARK PERF PERFORATED F&C FRAME AND COVER WL WATER LINE BS BOTTOM OF SLOPE PROP PROPOSED CONTOUR t F&G FRAME AND GRATE WM WATER METER CB CATCH BASIN PRVD PROVIDED � A PARKING COUNT GT GREASE TRAP WV WATER VALVE CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY ELECTRIC MANHOLE GV GATE VALVE 6"V 6" VALVE EM ® CENTER LINE RCP REINFORCED CONCRETE PIPE ACCESSIBLE CURB RAMP + HDPE HIGH DENSITY POLYETHYLENE 0 U) CL CHAIN LINK REM REMOVE ' LEGEND VAN -ACCESSIBLE HANDICAP PARKING �._� D TRANSFORMER PAD VAN INV INVERT CONCRETE PAVEMENT / SIDEWALK CMP CORRUGATED METAL PIPE REQD REQUIRED EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION o CONC CONCRETE RET RETAIN .. NEW ASPHALT LLT CY CUBIC YARDS RT RIGHT - -- - - PROPERTY LINE A x 126 TC TOP OF CURB ELEVATION EC -2 BLANKET MATTING NOTES: C/C CENTER TO CENTER R/W RIGHT OF WAY ADJACENT PROPERTY LINE A '16' x 126 BC BOTTOM OF CURB ELEVATION EC -3 TYPE B w - WETLAND C&G CURB AND GUTTER R&D REMOVE AND DISPOSE -- - - VACATED PROPERTY LINE 1W I _ x 126 FL FLOW LINE ELEVATION o U co Z o w DIA DIAMETER R&R REMOVE & RESET - EASEMENT X _ ,"; x 126 EOP EDGE OF PAVEMENT ELEVATION Cf) EL ELEVATION SD SIGHT DISTANCE BUILDING SETBACK X x 126 SPOT ELEVATION a E- Z ELEV ELEVATION SQ SQUARE - W BUILD TO LINE r x 126 TW TOP OF WALL ELEVATION W ES END SECTION STA STATION ZONING UNE X 'I U.= x 126BW BOTTOM OF WALL ELEVATION EW END WALL SW SIDEWALK ® TEST PIT LOCATiON/BORING LOCATION EX EXISTING SWEL SOLID WHITE EDGE UNE LIMIT OF DISTURBANCE BENCHMARK EXIST EXISTING SWLL SOLID WHITE LANE LINE ---- - - - FLOODPLAIN LIMIT IRON FOUND FDN FOUNDATION TBA TO BE ABANDONED ----- BUFFER ZONE R V,A RMA FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED - ---------- RMA -RESOURCE MANAGEMENT AREA UNDERDRAIN GiD GRADE TO DRAIN TC TOP OF CURB A RPA - - - - - - RPA - RESOURCE PROTECTION AREADRAINAGE LINE IFlRON FOUND TS TOP OF SLOPE ROOF DRAIN IS IRON SET TYP TYPICAL - - EDGE OF GRAVEL SEWER UNE LA LANDSCAPE AREA UG UNDERGROUND - EDGE OF PAVEMENT CG -2 - TRENCH DRAIN LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK STANDARD 6" CURB WATER LINE LF LINEAR FEET YDS YARDS - CG- 3 STANDARD 4" CURB FIRE PROTECTION UNE LT LEFT u.. C ` CG -6 12150 9728 22 2 _._ 42.2 COMBINATION 6' CURB & GUTTER 2400 12 3 (,C ;= CG -7 10000 ------ _ ����� - WATER SERVICE LINE ._ 100% COMBINATION 4" CURB & GUTTER 2400 12 EXISTING BLDG SPA* 8712 6970 GAS LINE 34401 119 FIRE LANE STRIPING W SPACES REMOVED -BLD #4 2068 -16 _.-..._ ... --.__ - OVERHEAD ELECTRIC WIRE A BE BUILDING ENTRANCE-� UNDERGROUND ELECTRIC ;I QLD LOADING DOCK -� OVERHEAD TELEPHONE LINE {r • BOLLARD" UNDERGROUND TELEPHONE LINE .' D� DUMPSTER PAD I CABLE TV _.. _ SIGN • -- DRAIN INLET STEEL GUARDRAIL w_ DRAIN MANHOLE w WOOD GUARDRAIL I- C PLUG OR STUB �I FLARED END SECTION PATH HEADWALL ... �. �� TREE LINE FENCE' SEWER MANHOLE ...... M STONE WALL OCO SEWER CLEANOUT -- RETAINING WALL 0 UJ 4 WATER VALVE & BOX - STREAM / POND / WATER COURSE 8 z 0 cn UJ D FIRE HYDRANT ASSEMBLY --- A DETENTION BASIN ® WATER METER - - SILT FENCE yr O WATER WELL .312 _ .._. 12 CONTOUR t GAS VALVE - oo INDEX CONTOUR JIM GAS METER � A PARKING COUNT =. 0 d ELECTRIC MANHOLE CROSSWALK - EM ® ELECTRIC METER Z A_N ACCESSIBLE CURB RAMP + LIGHT POLE 0 U) HANDICAP PARKING 0 TELEPHONE MANHOLE ' tN v VAN -ACCESSIBLE HANDICAP PARKING �._� D TRANSFORMER PAD VAN CONCRETE PAVEMENT / SIDEWALK UTILITY POLE r c €R;♦ RIPRAP a GUY POLE o .. NEW ASPHALT LLT MATCHUNE OGRASS g EC -2 BLANKET MATTING NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. EC -3 TYPE A 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. EC -3 TYPE B w - WETLAND 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 approval 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 determiined 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 ani approved filtering device. 9. The contractor shall inspect all erosion control measures pleriodically 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, physiical damage to adjacent land and improvements, and damage to any public street because o)f 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 erosiion control measures required by this plan regardless of the sale of any lot, unit, buildincg or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mtulching. 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 erasion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permament seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/10001sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre amd consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre anld consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approvoil by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly ancd after each rainfall. Any damage or clogging to structural measures is to be repair immediaitely. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sedimenit. 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 needecd, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a peirmit 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) S 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 III. 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 10 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 V)OT's video camera inspection procedure and with a VDOT or County inspector present. 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 notifythe holder o proposed work and to follow an f said easement as to the nature of prop y 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 p y 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 geotechniical 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. SITE DATA OWNER HG LAND LLC 109 BLUEBERRY ROAD CHARLOTTESVILLE, VA 22901 DEVELOPER: MARK HAHN HARVEST MOON CATERING COMPANY 9466 GRADY AVENUE. SUITE 11 CHARLOTTESVILLE, VA 22903 LEGAL REFERENCE & SOURCE OF TiTLE: DB 4687/15 MAGISTERIAL DISTRICT. RIO SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING 10/22/2015 SOURCE OF TOPOGRAPHY- FIELD SURVEY BY DOMINION ENGINEERING 10/22/15. VERTICAL DATUM: NAVD 88 THE AREA SHOWN HEREON IS LOCATED IN ZONE 'X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE 'A' FOR A 100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO278D. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. WATERSHED: SOUTHFORK RIVANNA (BELOW RESERVOIR) BENCHMARK($): TOP OF EXISTING SANITARY MANHOLE 'SSMH-A' ON SOUTH END OF SITE = 483.54' WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY SEWER SERMCE. ALBEMARLE COUNTY SERVICE AUTHORITY MAXIMUM BUILDING HEIGH • 35' PRIMARY ZONING: C1, AIA THIS SITE IS NOT LOCATED IN A WATER SUPPLY OVERLAY DISTRICT BUILDING SETBACKS C1 ZONING -FRONT MIN: 10' FROM RIGHT-OF-WAY OR EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE OF RIGHT-OF-WAY. -FRONT MAX: 30' FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE OF RIGHT-OF-WAY. -SIDE AND REAR MIN: IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTiCELLO HISTORIC DISTRICT: (1) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEET FROM THE DISTRICT BOUNDARY, AND (11) NO Off -STREET PARKING OR LOADING SPACE SHALL BE LOCATED CLOSER THAN 20 FEET TO THE DISTRICT BOUNDARY. IF THE ABUTTING LOT IS ZONED COMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. -SIDE AND REAR MAX: NONE CURRENT USE VACANT PROPOSED USE: * PHASE 1: 12,160 SF CATERING COMPANY PHASE 2: 16,000 SF OFFICE * The proposed Phase 1 use is a by right use in a C1 district under 22.2.1(a)6 as determined in meeting with Zoning Administrator on January 12, 2016. "22.2.1(a)6. Retail and sales and service Establishments: Food and grocery stores including specialty shops such as bakery, candy, milk dispensary and wine and cheese shops." Specifically, the use is for a catering company, which is essentially a specialtyfood shop which specializes in the sale and presentation of prepared foods as a service to its retail customers. A catering company is a retail and sales and service establishment that is similar in general character to several of the other uses listed as permitted by -right in a C-1 district. Furthermore, it is similar in terms of locational requirements, operational characteristics, visual impact and traffic generation to several listed by -right uses, including but not limited to uses a. 5 & 6 and b.1 & 10. PARKING COMPUTATIONS 1 CATERING 12150 9728 22 2 OFFICE 42.2 3000 2400 12 3 OFFICE 1.96 ACRES 10000 8000 40 4 OFFICE 100% 3000 2400 12 EXISTING BLDG SPA* 8712 6970 35 EXISTING SPACES 34401 119 W SPACES REMOVED -BLD #4 2068 -16 - RESTRIPING EXISTING SPACES FOR ADA -2 SPACES PROPOSED -BLD #3 yy 15 U SPACES PROPOSED -BLD #1 � 8 PARKING REOUIREMENTS OF MiNI GOLF COURSE. I - PHASING SUMMARY.&AND SCHEDULE EXISTING SITE AREA= 4.17 AC. NOTE: SINCE IMPERVIOUS AREA < BOX AND SITE IS NOT LOCATED IN AN ENTRANCE CORRODOR, NO LANDSCAPE PLAN IS REQUIRED WITH THE INITIAL SITE PLAN. IMPERVIOUS AREA SUMMARY. MINI GOLF PHASE 1 % PHASE 1 & PHASE 2 X IMPERVIOUS 1.76 ACRES 42.2 2.21 ACRES 52.9 PERVIOUS (GRASS) 2.41 ACRES 57.8 1.96 ACRES 47.0 TOTAL 4.17 ACRES 100% 4.17 ACRES 100% NOTE: SINCE IMPERVIOUS AREA < BOX AND SITE IS NOT LOCATED IN AN ENTRANCE CORRODOR, NO LANDSCAPE PLAN IS REQUIRED WITH THE INITIAL SITE PLAN. IMPERVIOUS AREA SUMMARY. MINI GOLF 9826 BLD 1/TRAVELWAY 35748 PROPOSED LOT (BLD. 3) 6359 GO KART TRACK 24651 EX I MPERVIOUS TO REMAI N 41051 BLD3 10000 WALKWAYS 2209 �>m� C BLD 2 3000 BUMPER BOATS 4143 vmm EX. IMPERVIOUS TO REMAIN 41051 CONCRETE PAD 6650 N L (\ R L BLD 1/TRAVELWAY 35685 EXISTING PARKING 34401 c: W GO KART ENTRANCE 2068 U UJ yy U *REFER TO SHEETS 8 & 9 DELINEATION � OF IMPERVIOUS AREAS **PHASE 1 TOTAL INCLUDES REMOVAL OF MiNI GOLF COURSE. mil MIC MYERS Lic. o. 33028 `_'70NAL - C o pQaJ� c a �>m� C (u 9 W vmm m L N L (\ R L E c: W 0 UJ 0 mil MIC MYERS Lic. o. 33028 `_'70NAL DOM. PROJECT NO:15.006 INDEX TITLE: SP2 SHEET NO: 2 Of 9 DATE: 1/20/16 a m 0 UJ U UJ U � O � v A m � M 0 UJ z 0 cn UJ D A 0 d ui Z o 0 U) O � W a LLT z g w o U co Z o w C:) E--1 Q Cf) H Z � a E- Z P--4 O W F - w W DOM. PROJECT NO:15.006 INDEX TITLE: SP2 SHEET NO: 2 Of 9 DATE: 1/20/16 EXISTING STORM DRAIN SDMH 100 TOP=498.77' 15" HDPE OUT=493.57' SDMH 101 TOP=500.78' 15"HDPE IN FROM 100=492.68' 15"HDPE OUT TO 103=492.58' SDMH 102 TOP=496.93' 15"HDPE IN FROM 102=490.55' 15"HDPE OUT TO 104=485.99' ES 105 15"HDPE OUT=481.69' ES 200 18" HDPE OUT TO 200=474.12' SDMH 201 TOP=487.04' 18"HDPE IN FROM 202=481.64' 15"HDPE IN FROM 201A=481.64' 18"HDPE OUT TO 200=481.14' SDMH 2O1A TOP=492.15' 15"HDPE OUT TO 201=484.85' SDMH 202 TOP=489.26' 18"HDPE IN FROM 203=483.61' 18"HDPE OUT TO 201=483.41' 127PVC IN FROM WEST=483.61' SDMH 203 TOP=494.15' 18"HDPE IN FROM 204=488.42' 18"HDPE OUT TO 202=488.32' SDMH 204 TOP=501.83' 18"HDPE IN FROM 205=496.93' 18"HDPE OUT TO 203=496.73' SDMH 205 TOP=507.00' 15" RCP IN FROM 206=501.10' 18"HDPE OUT TO 204=500.65' SDMH 206 TOP=513.74' 15"RCP IN FROM 207=509.59' 15"RCP OUT TO 205=508.94' Line Table Line Direction Length L3 S 4914'08" E 216.06' L4 N 35'25'13" E 51.00' L5 S 54'34'47" E 29.00' L6 N 35'25'13" E 45.00' L7 N 54'34'47" W 29.00' L8 N 35'25'13" E 67.50' L9 N 4914'08" W 134.50' L10 S 35'25'13" W 94.50' L11 N 4914'08" W 88.84' 2550' TO HILTON HEIGHTS ROAD _..._------------_______ A ------------------------------- t�BE R K M A R DRIVE �--�-�.-�-_----______......�_.___�..�.______-...®.___________________ -------------- _ ____ _ _ _ _ _ _ �__ __ _ ___ __ __- LIP LP \________�.._______,._�____________________ a _�..______�,_w.._ �,�VARIABLE WIDTH R/W �F \ �SPRINTEASEMENT GUARD RAIL EASEMENT GUARDRAIL EASEMENT DRAINAGE EASEMENT \ GAS EASEMENT DB 1472 PG 264 DB_._143---- _63Z____.. DB_1 54_PG 637 ___- _=1?_ ____ ==-m=-===_______________b__�_ __..__.._._ SDMH 206 SDMHSDMH ! �-.__- .1NV&4_ vim+ -I - OHE oHE - LP DRAINAGE EASEMENT DB 1454 PG 637 1 \ 1 \ �10' SANITARY SEWER EASEMENT DB 1552 PG 366 EX. FLUSHING ST SERVES EX. SPA TMP 45-109E UNIVERSITY OF VIRG IA EMPLYEES CREDIT UN10 INC. DB 1448 PG 534 . HIGHWAY COMMERCIAL EX. YARD iii EXISTING .DITCH 30 0 30 60 90 SCALE: 1 = 30' \ \ � 1 I Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing C1 203.86' 5693.50' 2°03'05" 101.94' 203.85' N 28'06'37" E C2 254.36' 5693.50' 2'33'35" 127.20' 254.34' N 31'07'13" E MANAGED SLOPES \ TMP 45-93A LOWES INVESTMENT CORP #341 DB 1573 PG 453 HIGHWAY COMMERCIAL RAINAGE EASEME=NT DB 1119 PG 57.7 -n -X '_X---- - - - +- - - -- - - - - - - - - - - - _ I: 18" CDR TMP 45-112C KEGLERS OF I I ° 18" CDR CHARLOTTESVILLE I / DB 996 PG 198 P / HIGHWAY COMMERCIAL I / 1 ° 18" CDR 1 I � I 1 1 )HE OH'�7 I F } UP ` F 1 m VARIANCE OF 20' UNDISTURBED BUFFER 1 REQUIREMENT NEEDED I} 1 IN THIS LOCATION (218') / f � TMP 45-112 j WOOD, STUARD & MARGARET ` DB 1453 PG 367 R6 RESIDENTIAL RGINIA POWER EASEMENT DB 1538 PG 732 IN M� MYERS 9 Li o.33028 �s.1ONAL A m 0 Y U w x U looms NEE O' w co 11 E� T-4 C) a LU Z Z loons w J o a; H U � o wi U) w z o� O N looms 0 O' w co 11 E� T-4 C) a LU Z Z O w J o a; H U � o wi U) w z o� O N WrA w E-+ �--� Q 124 A ui F- looms INDEX TITLE: SHEET NO: 3 of 9 DATE: 1/20/16 O' w E� a� C) a Z Z O w o a; H E-1 Q wi U) w z O N � w E-+ �--� Q C:) ui F- P: F - w w x v� DOM. PROJECT NO:15.006 INDEX TITLE: SHEET NO: 3 of 9 DATE: 1/20/16 E i r 10 TO WC ObBROOK DRIVE 2550' TO HILTON HEIGHTS ROAD C o Q 2 r L R > NOTE: FIELD OBSERVATION INDICATES ADEQUATE SIGHT ° � ,i m 0 �t DISTANCE AT EXISTING SITE ENTRANCE Q (u o m m ---�-- ___ � �r _ __ ____ -__- __----- .___ N ___._ _._____w__.________- _______ -------------- -________________.�_________-_..________________._______________________ ____ \ B E R K M A R DRIVE -- ----------- ___.�_-___---- _-_-_.________--_______ E LPLPA\__d______________-________________________________________-____.__._________.____.________��� �.�-E_®� l� � � _-r________w_-_ -------- � 0 W � ._____________ �� VpRIAB WIDTH R W . \ w---w---w-- w---w— w---w---w---w---w---rY=—--ir--/SA---w---w---w---w---w---w——w---w---w--- w---w---w---w--- co w---w-- _ ---w---w---w--w---w---w---w------w--- _w- - _w- _ _w_ _ _w_ _ _w_ _ _w- - -w- - -w- - _w- - -w- - -w SPRINT EASEMENT I GUARD RAIL EASEMENT GUARDRAIL EASEMENT DRAINAGE EASEMENT GAS EASEMENT DB 1472 PG 264 } CONNECT TO EXISTING WATERMAIN \ _____-- D----- ---- _ S MH 206 \ SDMH SDMH -__________�___-_ P,R�SED._ �______ ____ _ __SDMHa� �4C� P e5 2 El _ _ '05'04"E 70.08' TP N27_ - - - - OHE OHE OHE Oli OHE L �iE OHE r E E 0 IUP 00 0 0 E OHE OHE O'IE 1 F 10' MINIM BUIL tSACK LP i AL 10 DRAINAGE I PROVIDE EVERGREEN PLANTINGS GE EASEMENT �SETB ' ' ► ACCESS SEMENT AT 7.5' ON-CENTER TO _- 30' MA IMUM UI FH 3,0� ' SID 205 Ij., RE-ESTABLISH 20 BUFFER MI MYERS DB 1454 PG 637 / N m I DB 346 G 497 FF-514.0 II REFER TO SPECIAL EXCEPTION Lic o. 33028 DRAINAGE EASEMENT o -' I I REQUEST) DB 1454 PG 637 I �I \\ OPOSED ,d 1O'x O' CONC. DUMPSTER Pi i i i i 16 i i I I i i i ©i i II PROPOSED 6" WATER LINE sI E��� -- i DMIH 1b2 SDMH �1 i i i i i II LP LP oo II VARIANCE OF 20' b i©fes) w I i i i i i i i i i i i i C i `.i i i II UNDISTURBED BUFFER \ i i i i i i i A \ � � � � II REQUIREMENT NEEDED 1 160' V IN THIS LOCATION (218') 3,142 C STORAG 1 L10 4" Sanitary ti PROPOSED WM m �\ I Sewer Lat. MH 204 IILU EX. ASPHALT PRI VATE 8" 11 0 / � �-SDMH 10i 0 i PARKING ARKING i LOT i SAN. iSEWiER iPROPiOSEDi FILTERRA<"-10 SANITARY SEWER EASEMENT i II O TMP 45-112 DB 1552 PG 366 i 1@1 i i i i i i i i i i i 19 i i i i i i i i /f/ \\ i i i i WOOD, STUARD & MARGARET ZEX. FLUSHING SN LDB 1453 PG 367 O SERVES EX. SPA UILDING zc v R6 RESIDENTIAL CO CONTROL STRUC RELP r, I PROPOSED FILTERRA (ADJUST CG-12) W � m z co BLD 2 TMP 45-112G1 x TMP 45-112Go ZONING: C-1 EX. FENC �; ZONING: C1 3'000 8 LP DB 3463 PG 500 DB 3463 PG 497 Ff \\ USE: MEDICAL x 4.167 AC- _' 3 MINI-GOLF OURSE TO BE = )� A=0.67 AC BF •O `� y e REMOVED WI PHASE ILu to .. LPV C H x2\ b rn .. LP as .., CGL w g. o LP _ r �r y f f z y' L4 7t�" San LP l ry x TMP 45-109E 6�, L8 4 UNIVERSITY OF VIRG IAASewer Lat. } EX. ,GONC;.RETE'ACl �• UP� P �ii� LO EMPLYEES CREDIT UNTO INC. 9 r man DB 1448 PG 534 U x L I w-. r y. HIGHWAY COMMERCIAL 5 - r x r � L6 -X -XX // o x ry. too�• 1 / P ED FIRE HYDRANT >. r rn i_ n b - ' - PROPOSED STO •� r. a 1_ r SDMH 201A �► � ° ;\\�SD► _H 2 A RAS CG AP=487.5` - ♦ # z - '� PROPOS 14 , % SAN: EWER m `" DMH; 20 m z t� DRIVEWA CONNECTION ��A - �'� - �� 48, LU � \t TO BE CO STRUCTED - x u- T'tP• r� WITH PHA 2. z of PRIVATE a" 4 ": IGS �L®ADFG flOC9rrfi : I DOCk� �C 2 2 N I VIRGINIA POWER EASEMENT PHASING NARRATIVE \� - DB 1538 PG 732 .SEWER . � � SAN , n �� � � • .o� � ✓� � u » C" \ CQ 5,F This project is to be developed in two phases. Phase 1 / �\ - \� 1' MAX. HT. CHEEK WALL 1^ includes the construction of a 12,16U-GSF catering facility 18'055' LOADING AREA Grease '' PHALT © > \t\ 1 AS m with associated parking, loading, travelway, and utility J rap improvements. Phase 2 is to consist of approximately \t p pp /// co # LP o _ / PROPO STORM; C - '" '� O \ � _ � - PROPOSED � 16,OOO-GSF of office use consisting of 3 new buildings. µ - � SCREENING O .. f v tt $ FENCE 'Y " The Phase 2 buildings will utilize the existingparkinglots a•,8 1-4»i a " Sanifar a� a � w z x \ � � `;ewer gat.. ry ATE 8 to meet their parking requirements. The owner reserves t \ .-- SAN. SEWER s � .3� � $ p., � a� \t PRIVATE 8"_1/' " 474.118 // P PQSED I O W [-� the right to provide further subphases of Phase 2, i.e,., -\_X _X _X _x _X _x _X - _X - o / X2 co►� . w � X _X _X _ _ DRAINAGE EASEMENT (� O Phase 2A, 2B, etc. based on market conditions. Following X X -X - X _X _ DU E *PAD w ,.� g IPF _X _X _X _ - DB 1454 PG637 Initial Site Plan approval, the owner intends to submit a a -X_ -X _X -X -X -X -X _X _X -X _X -X -X _X _ TMP 45-93A S33 26 32 W 36 - - - - - _X _X _ _X X _X -X -X - W C� Final Site Plan for Phase 1. Please note that the LOWES INVESTMENT \ I X X X X X X X -X -X —X -X -X -X-XX-XX- X X -X XX —X� P 'di U demolition of the mini golf course, while indicated to be DB CORP PG4453 \ ' SEWER RCROSSING IPFIAL 04 part of Phase 2, will actually occur during Phase 1 so that HIGHWAY COMMERCIAL OHEH Q the impervious area for the overall site will be reduced LP OHE ONE— z o with Phase 1 construction. Also refer to PreliminaryDRAINAGE EASEMENT \ (y W Stormwater Management narrative on Sheet SP6 of this DB 1119 PG 577 \ 1 -----------------------------------y- - P:PRIVATE g" ��-�-_ w plan. Further the construction of the parking lot behind SEE SEWER _ co Building 3, including the driveway connection to the SP7 oR 18" CDR DETAILS) ' TMP 45-112C DOM. PROJECT NO:15.006 Building 1 travelway will occur in Phase 2 construction. a KEGLERS OF � 18" CDR CHARLOTTESVILLE € INDEX TITLE: 1 DB 996 PG 198 I f HIGHWAY COMMERCIAL SP4 18" CDR 30 0 30 60 90 ISHEET NO: 4 Of 9 SCALE: 1"=30' .,j\'`` 4o J N, ' DATE: 1/20/16 2550' TO HILTON HEIGHTS ROAD z NOTE: FIELD OBSERVATION INDICATES ADEQUATE SIGHT ��_____-����®�DISTANCE AT EXISTING SITE ENTRANCE ___�.___ __ ______..�...._.____ ._m_______ __ao_ _ __ _ ___.__ ®__a-_______________________ ___ BERKMAR DRIVE ___-_-_..________________.w.-______-----LP LP ----------------------- �-R�)UTE --- 140,32� ----------- --------- T'.0f -------------------- �____________._________ VpRIAB WIDTH R SA w---w——w---w---w---w---w---k=—--ir--/---w---w---w---w---w---w—--- cq w— — w---w---w---w---w---w---w-- '---w---w_ --�-- �'' —w— — —w— — —w— —w — — —w— — — _---________________.__________ — w— — —w— — —w— — —w— — — �-����®��m������- ���--��:��•�:N������ -�� �--��-����v���:-.����: m-�.�-��-.���� �•��.�-��� mm--✓mm:-m »� ---v�.:-®®®- - e_ W _ _ SPRINT EASEMENT A � ��-__....___.._____..-��� �-�-____-� GUARDRAIL EASEMENT C _w_ _ _w_ - -w- - -w- - - cy I GUARD RAIL EASEMENT F GAS EASEMENT DB 1472 PG 264 _ __ QB._1..4.5.4.PG_63Z„__M_._ _ _ SDMH�-_SL��H � m��� � � 411_ ;HE OHE — LP DRAINAGE EASEMENT DB 1454 PG 637 1 \ 10' SANITARY SEWER } EASEMENT DB 1552 PG 366 / EX. FLUSHING Sl SERVES EX. SPA CONTROL STRU RSE TO BE--� PHASE I TMP 45-109E UNIVERSITY OF VIRG IA EMPLYEES CREDIT UN10 INC. DB 1448 PG 534 . HIGHWAY COMMERCIAL 1 1 1 .i •1 1 MANAGED SLOPES _ ��ZONNECT TO EXISTING WATERMAIN MH 206 v IF 1 I� PROVIDE EVERGREEN PLANTINGS ( AT 7.5' ON -CENTER TO 1 RE-ESTABLISH 20' BUFFER 1 I (REFER TO SPECIAL EXCEPTION ti REQUEST) ,"�-PROPOSED 6” WATER LINE 1 VARIANCE OF 20' UNDISTURBED BUFFER REQUIREMENT NEEDED IN THIS LOCATION (218') t �lJ TMP 45-112 WOOD, STUARD & MARGARET DB 1453 PG 367 R6 RESIDENTIAL FIRE HYDRANT RGINIA POWER EASEMENT DB 1538 PG 732 E SI Elc� 15 E; 1f T( lE 1� 16 SL TC 15 SC TC 18 18 12 SD TO 18' 18' SD: TOJ 18" 18" SDI TOI 15" 1810 SDI TOF 15"1 15"1 nNNcp 6� C •� N N - � '� < 2 +4> o E 41 o _N a C Q E 0 W owl 0 h h MANAGED SLOPES _ ��ZONNECT TO EXISTING WATERMAIN MH 206 v IF 1 I� PROVIDE EVERGREEN PLANTINGS ( AT 7.5' ON -CENTER TO 1 RE-ESTABLISH 20' BUFFER 1 I (REFER TO SPECIAL EXCEPTION ti REQUEST) ,"�-PROPOSED 6” WATER LINE 1 VARIANCE OF 20' UNDISTURBED BUFFER REQUIREMENT NEEDED IN THIS LOCATION (218') t �lJ TMP 45-112 WOOD, STUARD & MARGARET DB 1453 PG 367 R6 RESIDENTIAL FIRE HYDRANT RGINIA POWER EASEMENT DB 1538 PG 732 E SI Elc� 15 E; 1f T( lE 1� 16 SL TC 15 SC TC 18 18 12 SD TO 18' 18' SD: TOJ 18" 18" SDI TOI 15" 1810 SDI TOF 15"1 15"1 DATE: 1/20/16 nNNcp 6� C •� N N - � '� < 2 +4> o E 41 o _N C o��t E 0 W 0 h h a g'C' p ey. ��Atizx �f o� • 1p6.1 M MYERS Lic o.33028 ss10NAL � w A :21 m 0 w v w U � U O � W A m � U m 0 w z w o � A Q co II Lu J U z o O � W � w z � Lu J U- O �..; w E-4 O E-1 W O a o N F Q z O II w F- w Lu U) DOM.. PROJECT NO:15.006 INDEX TITLE: SP5 SHEET NO: 5 of 9 DATE: 1/20/16 �v Lic#o. 33028 o V ft 10NAL C\1 C C\1 > C 6mmE 0 -25 C: 41 E c: W 0 0 �v Lic#o. 33028 o V ft 10NAL rIItFFdW, 17� NLULLM,.) ur --------•DOM. PROJECT NO:15. b UpeUdUl ItsIt I btUltb. rledbt dIbU flUtt Uldt d[I CHARLOTTESVILLE outfall analysis will be performed with the VSMP plans for DB 996 PG 198 HIGHWAY COMMERCIAL INDEX TITLE: both Phase 1 and Phase 2 to an adequate channel exists to convey site water to the existing Kegler's pond. o 18" CDR 30 0 30 60 901, SP6 ly 4C 1 SCALE: 1"=30' SHEET NO: 6 of 9 DATE: J /20/16 w :21 Cn Oz Cn C-9 co II -j 6 Cn Z z C/) P--4 0 g! co P4 P4 N lij LU 9 MZ U- z C:) H � wz w Z C) � w a W c >- C) E--4 Z O p ---q LU Fj P P4 F- f:L4 LU W X U) rIItFFdW, 17� NLULLM,.) ur --------•DOM. PROJECT NO:15. b UpeUdUl ItsIt I btUltb. rledbt dIbU flUtt Uldt d[I CHARLOTTESVILLE outfall analysis will be performed with the VSMP plans for DB 996 PG 198 HIGHWAY COMMERCIAL INDEX TITLE: both Phase 1 and Phase 2 to an adequate channel exists to convey site water to the existing Kegler's pond. o 18" CDR 30 0 30 60 901, SP6 ly 4C 1 SCALE: 1"=30' SHEET NO: 6 of 9 DATE: J /20/16 DIARIES BOTTOM OF PIPE TO BE ABOVE (40' MAX... " & 10® PIPE) 25 -YEAR FLOOD ELEVATION FULL JOINT DIP s 5V MAX, 12"+15" PIPE} FULL JOINT DIP SEE NOTE 7 SEE NOTE 6 "HIGH STRENGTH" SEE NOTE 6 18"` 18 STEEL PIPE 18" 18" SEE NOTES 4 PIPE STRAPS AND 9 SEE DETAIL NO. L RIP RAP (TYP) I map -COUPLINGS- SEE NOTE 2 -� REINFORCED REINFORCED CONCRETE ° IIIJ. CREEK PIER (WHERE CONCRETE CHANNEL RtE'OUIRED OR SPECIFIED) PIER ✓ REINFQRtCEL—.. +4'° MIN SEE DETAIL Nth. I -' SEE DETAIL NO, I CONCRETE _---- PCENF4OhCECt SEE NOTE 3 & 5 SEE No 3 SEE NOTE 3 & VIER � CT]E�GFiETE PIER NOTES; 1, THIS DETAIL APPLIES TO SEWERS RANGING FROM e TO 115" � -SEE DETAIL NO, i _ IN DIAMETER: FOR SEWERS GREATER THAN 15", SUBMIT A. SEE MOTE 3 & 5 DETAILED OESIGN FOR REVIEW AND APPROVAL, 5, REFER TO DETAIL NO. K FOR PIERS ON SOLID ROCK - 2, COUP"LING, SHALL BE :LON({ BODY TYPE. AND COMPLETELY 6, DUCTILE 'IRON PIPE TO EXTEND TO NEXT MANHOLE. NO EXPOSED, COUPLINGS TO BE AS MANUFACTURED BY PIPE TRANSITIONS BETWEEN MANHOLES SHALL BE ALLOWED, DRESSER INDUSTRIES - STYLE fit TRANSITION COUPLING OR APPROVED EQUAL; CENTER RING LENGTH FOR 8" AND 7CREEK CRIOSSINGS MAY REWIRE A PERMIT FROM STATE SMALLER PIPE TO BE S". CENTER RING LENGTH FOR 10" ANIS! FEDERAL REGULATORY AGENCIES. WHERE THE PIPE TO 15" PIPE TO BE 7', THE CENTER RING, GLANDS, BOLTS BOTTOM CAN NOT BE INSTALLED ABOVE THE 25 -YEAR AND NUTS SHALL RECEIVE EINE COAT OF SHOP PRIMER, FLOOD ELEV,ATiON, SPECIAL APPROVAL MUST BE GIVEN BY THE CITY AND/OR REGULATORY AGENCIES. 3, FOOTING DEPTH SHALL BE T SUITABLE GRADE AS THE CREED UPSTREAM AND DOWNSTREAM OF THE AERIAL DETERMINED BY THE ENGINEER. BUT SHALL NOT BE LESS; CROSSING MAY NEED STRAIGHTENED FOR PROPER THAN AS SHOWN (EXCEPT WHEN PIER IS ANCHtOREID T4 INSTALLATION OF THE PIER'S_ APPROVAL MAY BE SOLIDI ROCK). REQUIRED MON REGULATORY AGENCIES TO S.TRAICHTEN 4„ STEEL RIPE MUST BE SEAMLESS OR STRAIGHTSEAM, SPIRAL CREEK STABILIZE ALL 01STURSE0 BANKS WITH RIP -RAP, WELD IS NOT ALLOWED, THE INSIDE DIAMETER OF THE 9. STANDARD DUCTILE IRON PIPE CAN BE USED FOR CREEK STEEL PIPE To MATCH THE INSIDE DIAMETER OF THE CROSSINGS IF THE CROSSING IS 18 FEET OR LESS, LUNG DUCTILE IRON PIPE. STEEL PIPE TO BE COATED PER THE SPAM DUCTILE IRON PIPE ,AS RECOMMENDED BY THE SPECIFICATIONS, USE DUCTILE IRON PIPE FOR NARROW MANN FACTORER CAN aE USED FOR CROSSINGS 38 FEET CREEK CHANNELS SEE NOTE 9 AND LESS, JULY 20111 CITE' STANDARDS AERIAL CREEK CROSSING CITY OF CHARLOTTESVILLE WITH CONCRETE PIERS REVISION IJATE SCALE:' N.T.S.'STANDARD NUMBER: WW 9O 1 SANITARY SEWER AERIAL CROSSING SP8 1, ALL CONCRETE TO BE 4000 PSI, MINIMUM. 2, DEPTH AND 512E OF PIERS TO BE DETERMINED BY THE ENGINEER, 12" BEYOND t3UTSI0E 3, FOOTING THICKNESS SAME AS RASE THICKNESS OF PIER - WALL Q PIPE 4 PIERS TO 8E BUILT WITH LC+NIa SIDE OF FOOTING 2 SENT BAR PERPENDICULAR TC CREEK FLOW, 112" S; B REINFORCING STEEL TO E PLACED WITH A MINIMUM I G _ _ M I N. r :OF THE CONCRETE. 6, :3 WITH THE SURFACE F THE AERIAL 6„ THE CREEK 'UPSTREAM AND �+i�'N1N.,TtRE.A h4 OF CROSSING MAY NEED STRAIGHTENED FOR PROPER a INSTALLATION OF THE PIERS: APPROVAL MAY HE REQUIRED at FROM REGULATORY AGENCIES TO STRAIGHTEN CF££K, STABILIZE E ALL DISTURBED E3A3Wf$S WITH RIP -HAP.. I � I 7. IN SOME INSTANCES WHEN PR FOILS AND SU3fiRrDE L — EXIST, THE FOOTING MAY HAVE TO BE EXTENDED EACH WAY TAPER I'" TO PROPERLY SUPPORT THE PIER. THE EINGINIEER. % FOOTING. LENGTH OF PER FOOT :.:: TO DETERMINE 'WHEN TOE EXTEND THE F N (TOWARD CREEK) ) F4CTING TO ATLEAST EQUAL THE FOOTING LENGTH PERPEN'NDICUlL4R'. TO THE CREEK i(SHOWN IN THIS DETAIL) V6 , PARS �-3 MIN. P 8" O.C. t 1" CHAMFER ALLRNERS— TIES 012-O.. SENT BARS 2'-6_ [IIS 2-6" MITI .t 10 Q.C. cv INTERMEDIATE TO RAIN BASE I 24„ MINI 2e MIN 1 ' I a s, � r s r • 3" MINT B) ARS 0 12" O-, \_#6 BARS 0 8'° O.C. 36" MI?�N. 3" MIEN'. 3" MIN: EXTENDED FO TINC IN POOR SOILS SEE NOTE T CITY OF CHARLOTTESVILLE 2 SANITARY SEWER PI SP8 ®REINFORCED, ■ �— ANCHOR R iTjTUM101101 3 SANITARY SEWER P SPS ■�1 LP# -/'/' ---7 r7 Ir N Lic. o. 33028 .d �ssIONAL diooi Z OEXD E IiiZ gym__ v �NNcQ 6� E c F—i E 495 495 o �mm� E�4 L _ •� N z � •E U W w 0 O w O a � E-4 E -I Z � W 490 490 E 0 _.___.�E�lAL....1uR.9.�SIA10-_ _..___._._._� � Q � z o J�Oyy I—Fyl Lu w 001�CREiE _ =EC�IAZe OESIO�� 485 U) _._E�.�.E�_� .____ 485 480 480 475 SEW. 475 ff 470 470 465 465 460 460 455 455 450 450 445 445 440 cn 440 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 10 0 10 20 30 (VERT) SCALE: 1 = 10' 30 0 mono 30 60 90 (HORIZ) SCALE: 1 = 30' -/'/' ---7 r7 Ir N Lic. o. 33028 .d �ssIONAL diooi Z O E IiiZ gym__ v �NNcQ 6� c F—i E 0 W o �mm� E�4 L _ •� N z � •E U W w 0 O w O a � E-4 E -I Z � W E 0 _.___.�E�lAL....1uR.9.�SIA10-_ _..___._._._� � Q � z o J�Oyy I—Fyl Lu w 001�CREiE _ =EC�IAZe OESIO�� U) _._E�.�.E�_� .____ •o -/'/' ---7 r7 Ir N Lic. o. 33028 .d �ssIONAL diooi Z O E IiiZ gym__ v �NNcQ 6� c F—i E 0 W o �mm� E�4 L _ •� N z � •E U W w 0 O w O -/'/' ---7 r7 Ir N Lic. o. 33028 .d �ssIONAL diooi Z O IiiZ 0 F—i W Q W E�4 Ai w Lu I U U) DOM. PROJECT NO15,0065 INDEX TITLE: SP7 SHEET NO: 7 Of 9 DATE: 1/20/16 IiiZ Q W Q W E�4 J w DOM. PROJECT NO15,0065 INDEX TITLE: SP7 SHEET NO: 7 Of 9 DATE: 1/20/16 W Q CD w E�4 w o w O w O a � E-4 E -I Z � W E 0 � Q � z o J�Oyy I—Fyl Lu w U) DOM. PROJECT NO15,0065 INDEX TITLE: SP7 SHEET NO: 7 Of 9 DATE: 1/20/16 € � I X10,0' TO W6ObE3ROOK DRIVE 2550' TO HILTON HEIGHTS ROAD 1 ° NOTE: FIELD OBSERVATION INDICATES ADEQUATE SIGHT ��.� DISTANCE AT EXISTING SITE ENTRANCE ______________________-..__�..._________--------------------------- � ®____________.._a�___ B E R K M A R DRIVE _______.._____"____--_______________- LPLP F� F ��E-_� 0_ w---w-w---w---w---w---w-- VpRIASI-WIDTH R/�,/ w---w---w---w---w---w— —w--- _�__ w---w---w---W---w---W---w-- �k=—=vim �r---t�--- ___ _ 4r w---w---W---w-- € W ---w--- __ ___ _ _ — — — — —W— —W— — —W— — ____ _a __ — - _ ___-_ _...._ _ ___®__ __ _ _ ....___ _ _ �_ _ _____— M___ w w� ®� m W W µ Yw —W- - -W- - -W- - - I GUARD RAIL EASEMENT ....._____._. � __vDRAIL EASEMENT DRAINAGE EASEMENT � ~mm ----"-- W_ _ _W- - -w- - —w— - - SPRINT EASEMENT 3 GUAR :::.. F� DB 1472 PG 264 CONNECT TO EXISTING WATERMAIN GAS EASEMENT QB_---- P_�_6.3.7._.___. ._DB1454 PG 637 S MH 206 �F SDMH-� I ____-.____.____._ �___._ PR4POS♦=B jNM ________ _____.__________ SDMH Cl 3 _ _ _ C2 ❑ N27'05'04"E 70.08' � TP IUP oo / — — — H ME ME 0 ME M / E ME OHE ME OH ME OHE OHE E OHE OHE OHE OHE OHE__...._.. OHE 0liE _... / I F UP �_.. �. LP P WV ' ' ' PROVIDE EVERGREEN PLANTINGS / DRAINAGE EASEMENT y AT 7.5' ON -CENTER TO � I DB 1454 PG 637 FH I RE-ESTABLISH 20 BUFFER -- (REFER TO SPECIAL EXCEPTION REQUEST) II ` PROPOSED 6" WATER LINE - LP LIP VARIANCE OF 20' _ x_ x x- x-- x--. x- # x x - x- \\ I I i i CS` UNDISTURBED BUFFER IP\\ x F I I REQUIREMENT NEEDED '// I ► I ' L10 IN THIS LOCATION (218') \\ i EX. ASPHALT \\� I 10' SANITARY SEWER SDMH 100 PARKING LOT / ��' �� � i EASEMENT // `�` i i i i i 110 1 i i i i i TMP 45-112 DB 1552 PG 366 f \\ I lI 1 1 1 WOOD, STUARD & MARGARET EX. FLUSHING ST N / LP I 1 1 i 1 I 1 I 1 I IDB SERVES EX. SPA WILDING �7 # \ ' R6 1RESIDENTIAL i Lx —x — x — x — x — x.. x. LQJ _ CO x TMP 45-112G1 TMP 45-112G ZONING: C-1 EX. FENC a; ZONING: Cl LP DB 3463 PG 500 sl IMPERVIOUS AREA SUMMARY USE: MEDICAL DB 3463 PG 497 f 3 4.167 AC. m 2. MINI -GOLF OURSE TO BE ® A=0.67 AC REMOVED WI PHASE I V ® N ` m 9 HVx2 x # CO o rn LIP z 2� # I / w ( / I � � LLp 4 GM 1 \ � GARDEN \� + -x--x-x-x-x x TMP 45-109E LMI P I L8 UNIVERSITY OF VIRG IA 6� .. •- UP� EMPLYEES CREDIT UNTO INC. -�-' +� r ui DB 1448 PG 534 //// o v HIGHWAY COMMERCIAL' © �, L6 +-x-x—x�* ♦ 1 /'/ co \ ,, / PRIP ED FIRE HYDRANT 0 z rn YH \ / € �\ SDMV8101 A ♦'� .,� �' SDMH 202 w RAIN ti e TSP=487.x` ` �► .� CGL H2 $ ra EX. IMPERVIOUS AREA=83,948 SF IMPERVIOUS AREA W/ PHASE 1 CONSTRUCTION=76,799 SF *(7,149 SF DECREASE) *INCLUDES REMOVAL OF MINI GOLF COURSE IMPERVIOUS AREA (9,826 SF) IMPERVIOUS AREA W/ PHASE 1 & 2 CONSTRUCTION=96,095 SF (12,147 SF INCREASE) NOTE: AREAS AND SWM PRACTICES ARE APPROXIMATE SUBJECT TO FINAL ENGINEERING DESIGN GARDEN G- m WI X�x RIVEWAY C0INNECTI O � m � L, \ 0 BE CONSTRUCTED _ $ z TH PHASE 2. \ I z U- !4 \, PRIVATIE 8" O I N VIRGINIA POWER EASEMENT \� SAN. SEWER I DB 1538 PG 732 A z \� Ofnz oCD w \ O Ex. 18" IW.=476.5 _ \, // "Sanitary W %/� C) Sewer Lat. PRIVATE 8" $ O -I SAN. SEWER O a g � (24 � O \ - PRIVATE 8" 474.118 -x- -x I I —x --x —x --x -x -x -0- DRAINAGE EASEMENT W f -x -x DB 1454 PG 637 IPF —x —x —x —x - _ m x x _ _ x _ x x x —x x x x --x _ x —x _ x --x —x —x --x --x —x —x —x —x —x —x x=x x—x x—x —x — w TMP 45-93A � � S33'26 32 W 3�9.4� x —x --x x —x xx max$ � LOWES INVESTMENT CORP #341 \ S4' AERIAL IPF W F -I ~ Q DB 1573 PG 453 \ CROSSING W HIGHWAY COMMERCIAL LP z Q P� \ O ui DRAINAGE EASEMENT I _j DB 1119 PG 577 \ '---_--�.._d�.�.,�----.��.---------� PRIVATE 8" �----------°.-���® SAN. SEWER I w (SEE SH T z SP7 FOR 18" CDRa7 DETAILS) TMP 45-112C ' KEGLERS OF DO'M. PROJECT NO:15.006 18" CDR CHARLOTTESVILLE DB 996 PG 198 HIGHWAY COMMERCIAL INDEX TITLE: SP9 18 CDR 30 0 30 60 1 90 SHEET NO: 9 Of 9 SCALE: 1"=30' \; let�, DATE: 1/20/16 E vm1c MYERS 9 Li . o. 33028 �NNcp 6� jDNAL E�G� OQ�0�0 c w � OW A+ Y N m o.°N'mm 'E � `n ovv- N U-1 Y U W OW in 4�, USE: MEDICAL DB 3463 PG 497 f 3 4.167 AC. m 2. MINI -GOLF OURSE TO BE ® A=0.67 AC REMOVED WI PHASE I V ® N ` m 9 HVx2 x # CO o rn LIP z 2� # I / w ( / I � � LLp 4 GM 1 \ � GARDEN \� + -x--x-x-x-x x TMP 45-109E LMI P I L8 UNIVERSITY OF VIRG IA 6� .. •- UP� EMPLYEES CREDIT UNTO INC. -�-' +� r ui DB 1448 PG 534 //// o v HIGHWAY COMMERCIAL' © �, L6 +-x-x—x�* ♦ 1 /'/ co \ ,, / PRIP ED FIRE HYDRANT 0 z rn YH \ / € �\ SDMV8101 A ♦'� .,� �' SDMH 202 w RAIN ti e TSP=487.x` ` �► .� CGL H2 $ ra EX. IMPERVIOUS AREA=83,948 SF IMPERVIOUS AREA W/ PHASE 1 CONSTRUCTION=76,799 SF *(7,149 SF DECREASE) *INCLUDES REMOVAL OF MINI GOLF COURSE IMPERVIOUS AREA (9,826 SF) IMPERVIOUS AREA W/ PHASE 1 & 2 CONSTRUCTION=96,095 SF (12,147 SF INCREASE) NOTE: AREAS AND SWM PRACTICES ARE APPROXIMATE SUBJECT TO FINAL ENGINEERING DESIGN GARDEN G- m WI X�x RIVEWAY C0INNECTI O � m � L, \ 0 BE CONSTRUCTED _ $ z TH PHASE 2. \ I z U- !4 \, PRIVATIE 8" O I N VIRGINIA POWER EASEMENT \� SAN. SEWER I DB 1538 PG 732 A z \� Ofnz oCD w \ O Ex. 18" IW.=476.5 _ \, // "Sanitary W %/� C) Sewer Lat. PRIVATE 8" $ O -I SAN. SEWER O a g � (24 � O \ - PRIVATE 8" 474.118 -x- -x I I —x --x —x --x -x -x -0- DRAINAGE EASEMENT W f -x -x DB 1454 PG 637 IPF —x —x —x —x - _ m x x _ _ x _ x x x —x x x x --x _ x —x _ x --x —x —x --x --x —x —x —x —x —x —x x=x x—x x—x —x — w TMP 45-93A � � S33'26 32 W 3�9.4� x —x --x x —x xx max$ � LOWES INVESTMENT CORP #341 \ S4' AERIAL IPF W F -I ~ Q DB 1573 PG 453 \ CROSSING W HIGHWAY COMMERCIAL LP z Q P� \ O ui DRAINAGE EASEMENT I _j DB 1119 PG 577 \ '---_--�.._d�.�.,�----.��.---------� PRIVATE 8" �----------°.-���® SAN. SEWER I w (SEE SH T z SP7 FOR 18" CDRa7 DETAILS) TMP 45-112C ' KEGLERS OF DO'M. PROJECT NO:15.006 18" CDR CHARLOTTESVILLE DB 996 PG 198 HIGHWAY COMMERCIAL INDEX TITLE: SP9 18 CDR 30 0 30 60 1 90 SHEET NO: 9 Of 9 SCALE: 1"=30' \; let�, DATE: 1/20/16 el vm1c MYERS 9 Li . o. 33028 jDNAL E�G� � A w � m m U-1 Y U W U n z 0 v A m � USE: MEDICAL DB 3463 PG 497 f 3 4.167 AC. m 2. MINI -GOLF OURSE TO BE ® A=0.67 AC REMOVED WI PHASE I V ® N ` m 9 HVx2 x # CO o rn LIP z 2� # I / w ( / I � � LLp 4 GM 1 \ � GARDEN \� + -x--x-x-x-x x TMP 45-109E LMI P I L8 UNIVERSITY OF VIRG IA 6� .. •- UP� EMPLYEES CREDIT UNTO INC. -�-' +� r ui DB 1448 PG 534 //// o v HIGHWAY COMMERCIAL' © �, L6 +-x-x—x�* ♦ 1 /'/ co \ ,, / PRIP ED FIRE HYDRANT 0 z rn YH \ / € �\ SDMV8101 A ♦'� .,� �' SDMH 202 w RAIN ti e TSP=487.x` ` �► .� CGL H2 $ ra EX. IMPERVIOUS AREA=83,948 SF IMPERVIOUS AREA W/ PHASE 1 CONSTRUCTION=76,799 SF *(7,149 SF DECREASE) *INCLUDES REMOVAL OF MINI GOLF COURSE IMPERVIOUS AREA (9,826 SF) IMPERVIOUS AREA W/ PHASE 1 & 2 CONSTRUCTION=96,095 SF (12,147 SF INCREASE) NOTE: AREAS AND SWM PRACTICES ARE APPROXIMATE SUBJECT TO FINAL ENGINEERING DESIGN GARDEN G- m WI X�x RIVEWAY C0INNECTI O � m � L, \ 0 BE CONSTRUCTED _ $ z TH PHASE 2. \ I z U- !4 \, PRIVATIE 8" O I N VIRGINIA POWER EASEMENT \� SAN. SEWER I DB 1538 PG 732 A z \� Ofnz oCD w \ O Ex. 18" IW.=476.5 _ \, // "Sanitary W %/� C) Sewer Lat. PRIVATE 8" $ O -I SAN. SEWER O a g � (24 � O \ - PRIVATE 8" 474.118 -x- -x I I —x --x —x --x -x -x -0- DRAINAGE EASEMENT W f -x -x DB 1454 PG 637 IPF —x —x —x —x - _ m x x _ _ x _ x x x —x x x x --x _ x —x _ x --x —x —x --x --x —x —x —x —x —x —x x=x x—x x—x —x — w TMP 45-93A � � S33'26 32 W 3�9.4� x —x --x x —x xx max$ � LOWES INVESTMENT CORP #341 \ S4' AERIAL IPF W F -I ~ Q DB 1573 PG 453 \ CROSSING W HIGHWAY COMMERCIAL LP z Q P� \ O ui DRAINAGE EASEMENT I _j DB 1119 PG 577 \ '---_--�.._d�.�.,�----.��.---------� PRIVATE 8" �----------°.-���® SAN. SEWER I w (SEE SH T z SP7 FOR 18" CDRa7 DETAILS) TMP 45-112C ' KEGLERS OF DO'M. PROJECT NO:15.006 18" CDR CHARLOTTESVILLE DB 996 PG 198 HIGHWAY COMMERCIAL INDEX TITLE: SP9 18 CDR 30 0 30 60 1 90 SHEET NO: 9 Of 9 SCALE: 1"=30' \; let�, DATE: 1/20/16