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SDP202000051 Plan - Submittal (First) Final Site Plan and Comps. 2020-06-16
© 2020 Microsoft Corporation © 2020 DigitalGlobe ©CNES (2020) Distribution Airbus DS PROPERTY DATA: PARCEL OWNER:FIRST GOLD LEAF AND TRUST TM:45-111C PARCEL ID:04500-00-00-111C0 ADDRESS:GANDER DRIVE CHARLOTTESVILLE, VA 22901 PROPERTY AREA:49,546.90 SQ. FT. (1.14 AC.) ZONING:HIGHWAY COMMERCIAL (HC) ADDITIONAL ZONING OVERLAYS:ENTRANCE CORRIDOR DISTRICT AIRPORT IMPACT AREA EXISTING USE:UNDEVELOPED VACANT LOT PROPOSED USE: MOTOR VEHICLE SERVICE AND MAINTENANCE FLOODPLAIN: ENTIRE SITE IS IN ZONE X - AREA OF MINIMAL FLOOD HAZARD FEMA MAP NUMBER: 51003C0279D, EFFECTIVE 02-04-2005 DISTANCE FROM PROPOSED INGRESS/EGRESS TO NEAREST APPROXIMATELY 418 FT. ALONG GANDER DR. CENTERLINE STREET INTERSERCTION REQUIRED PROPOSED BUILDING SETBACKS/REQUIREMENTS FRONT (MINIMUM)*:10' FROM THE R.O.W. OR THE 89.80' EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE R.O.W. FRONT (MAXIMUM)*:NONE, ON ANY LOT, INCLUDING A CORNER LOT, ABUTTING A PRINCIPAL ARTERIAL HIGHWAY OR INTERSTATE SIDE:NONE 51.53' - 123.78' BACK:NONE 82.50' *FRONT SETBACK APPLIES FOR BOTH ROUTE 29 AND GANDER DRIVE MAXIMUM BUILDING HEIGHT:65'28.9' MAXIMUM SQ FT COMMERCIAL USE:22,533.90 SF (LEASE AREA) BUILDING AREA:3,776 SF GROSS PROPOSED LAND COVER BUILDING FOOTPRINT:2080 SF (0.05 AC) (4%) IMPERVIOUS:22,696 SF (0.52 AC) (46%) OPEN SPACE:24,771 SF (0.57 AC) (50%) PARKING SETBACKS/REQUIREMENTS FRONT:10' 14' SIDE:0'27.7' - 22' REAR:0'31.6' STALL DIMENSIONS:10' X 18'10' X 18' PARKING CALCULATION: TOTAL PARKING SPACES:12*12 ADA PARKING SPACES:1 1 *AUTOMOBILE SERVICE STATION: ONE SPACE PER EACH EMPLOYEE PLUS TWO SPACES PER EACH SERVICE STALL # EMPLOYEES: 6 # SERVICE STALLS: 3 (1 * 6 EMPLOYEES) + (2 * 3 SERVICE STALLS) = 12 PARKING STALLS GOVERNING AGENCIES AND UTILITY COMPANIES: VARIOUS UTILITIES THAT DO WORK WITHIN VARIOUS PARTS OF THE CITY/COUNTY ARE LISTED BELOW AS AN INITIAL AID TO THE ENGINEER. PLEASE VERIFY LOCAL UTILITIES IN THE VICINITY OF THE SITE AND INCLUDE THEIR CONTACT INFORMATION ON THE PLANS ACCORDING TO THE FOLLOWING FORMAT: CITY OF CHARLOTTESVILLE RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA PRIVATE SITE IMPROVEMENT PLANS FOR VALVOLINE INSTANT OIL CHANGE CHARLOTTESVILLE, VA 22901 MARCH 2020 SURVEY PROVIDED BY: U.S. SURVEYOR 4929 RIVERWIND POINTE DRIVE EVANSVILLE, IN 47715 CONTACT: MICHAEL FELDBUSCH PHONE: 1-(800)-867-8783 EXT. 208 MFELDBUSCH@USSURVEYOR.COM CESO PROVIDES NO GUARANTEE TO THE ACCURACY OF THE SURVEY PROVIDED BY U.S. SURVEYOR. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID AND CONSTRUCTION. SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 VICINITY MAP NTS BENCHMARK ELEVATION*DESCRIPTION BM #1 459.30'NW CORNER OF PARCEL B BM #2 456.52'SE CORNER OF PARCEL B * VERTICAL DATUM: NAVD88 ** SOURCE OF TOPOGRAPHY: U.S. SURVEYOR WATER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 STORMWATER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 ZONING: ALBEMARLE COUNTY ZONING 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (434) 296-5832 COMMUNICATIONS: EMBARQ/CENTURYLINK CUSTOMER SERVICE: (434) 974-6928 ELECTRIC: DOMINION VIRGINIA POWER CONTACT: KELVIN PARKER EMERGENCY: (434) 972-6738 GAS SERVICE: CHARLOTTESVILLE GAS CONTACT: IRENE PETERSON EMERGENCY: (434) 970-3812 FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CONSTRUCTION MANAGER: VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY 40509 CONTACT: JOHN CULLEY PHONE: (859) 221-8641 EMAIL: JOHN.CULLEY@VALVOLINE.COM OWNER/DEVELOPER: VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY 40509 CONTACT: JASON HUNT PHONE: (859) 357-7188 EMAIL: JASON.HUNT@VALVOLINE.COM ARCHITECT: CESO, INC. 175 MONTROSE W. AVE SUITE 400 AKRON, OH 44321 CONTACT: HEATH MINYARD PHONE (479) 321-3225 EMAIL: MINYARD@CESOINC.COM ENGINEER: CESO, INC. 3601 RIGBY RD. SUITE 300 MIAMISBURG, OH 45342 CONTACT: KELLY SCHWIETERMAN PHONE: (937) 401-3413 EMAIL: SCHWIETERMAN@CESOINC.COM C1.0 TITLE BAB AS NOTED Date Drawing No. Project No. Scale Checked Drawn Drawing Title 2020 CESO, INCc DateNo.Revisions/SubmissionsTJVVALVOLINE INSTANT OIL CHANGEGANDER DRIVE CHARLOTTESVILLE, VA 22901757280 03.06.2002.24.20OWNER REVIEW SET\\CESOINC.LOCAL\ROOT\DATA\PROJECTS\VALVOLINE\757280-CHARLOTTESVILLE, VA (GANDER RD)\03-CIVIL\PLAN\PLOT SHEETS\C1.0 TITLE.DWG - 6/11/2020 10:27 AM103.06.20INITIAL SITE PLAN REVIEW SET2COMMO N W E ALTH OF VI RGI NIAPROF ESSIONAL E N G IN EERFRESHNER Lic. No. 0402060785 ZACHARY DAVID06.16.20FINAL SITE PLAN AND WPO PLAN REVIEW SET3LOCATION MAP NO SCALE VIRGINIA RICHMOND ROANOKE CHARLOTTESVILLE CHESAPEAKE SITE ABUTTING PARCEL MAP 1" = 100' TM 45-111A FIRST GOLD LEAF LAND TRUST WENDELL WOOD, TRUSTEE ZONING: HC PARCEL ID: 04500-00-00-11100 USE: VACANT TM 45-110C FIRST GOLD LEAF LAND TRUST ZONING: HC PARCEL ID: 04500-00-00-110C0 USE: SHOPPING CENTER TM 45-110 PTAP INVESTMENTS LLC & APTAP INVESTMENTS LLC ZONING: HC PARCEL ID: 04500-00-00-11000 USE: SHOPPING CENTERTM 45-11A PLANTERS BANK & TRUST COMPANY OF VIRGINIA ZONING: HC PARCEL ID: 04500-00-00-111A0 USE: BANK U.S. ROUTE 29 SEMINOLE TRAIL VARIABLE WIDTH R/W PROJECT/ LEASE AREA TM 45-111C FIRST GOLD LEAF LAND TRUST ZONING: HC PARCEL ID: 04500-00-00-111C0 GANDER DR PHASE I (SDP2006-61) OVERALL PARKING PHASE I BLDG SUMMARY CHANGE REVISED BLDG SUMMARY RETAIL USE (S.F.)1025 -10250 0 BANK USE (S.F.)3090 3090 FOOD USE (S.F.)5000 -5000 0 OFFICE USE (S.F.)65650 -15250 50400 GROSS FLOOR (S.F.)83990 53490 GROSS LEASABLE AREA (80%) (S.F.)67192 42792 REQUIRED PARKING STALLS PER 1000 S.F.4.75 5.00 REQUIRED PARKING STALLS 320 204 VIOC REQUIRED PARKING STALLS 12 TOTAL REQUIRED PARKING STALLS 320 216 PARKING STALLS PROVIDED 322 (7 HC)-5*317 (6 HC) * 15 PARKING STALLS REMOVED AND 10 PARKING SPOTS ADDED FOR A NET CHANGE OF (-5) STALLS FROM APPROVED SITE PLAN SDP2006-61 ALBEMARLE COUNTY 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). ALBEMARLE BUILDING OFFICIAL VIRGINIA DEPT OF TRANSPORTATION ARCHITECTURAL REVIEW BOARD ALBEMARLE FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY DEVELOPMENT ENGINEER DEVELOPMENT PLANNER DATE DATE DATE DATE DATE DATE DATE SIGNATURE BLOCK SHEET LIST TABLE CIVIL DESCRIPTION C1.0 TITLE C2.0 EX. CONDITIONS & DEMOLITION PLAN C3.0 SITE PLAN C4.0 GRADING PLAN C5.0 EXISTING DRAINAGE C5.1 PROPOSED DRAINAGE PLAN C5.2 STORM SEWER PROFILE C5.3 DRAINAGE DETAILS C5.4 DRAINAGE DETAILS C6.0 UTILITY PLAN C6.1 UTILITY PLAN DETAILS C7.0 CONSTRUCTION DETAILS C7.1 CONSTRUCTION DETAILS C8.0 PHOTOMETRIC PLAN L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE PLAN L2.0 IRRIGATION PLAN TOTAL NUMBER OF SHEETS: 17 06/16/2020 7.6'VACANT NO BUILDINGS AT TIME OF SURVEY STMSTMSTMSTMSTMSTMSTMSTMSTMGG GGGG G G G12''SAN 12'' S A N 12'' S A N 12'' S A N 12''S A NUGTUGTUGTUGTUGTUGTUGT UGTFOUND 1/2" REBAR W/ LINCOLN CAP FOUND 1/2" REBAR W/ LINCOLN CONTROL CAP FOUND 1/2" REBAR W/ LINCOLN CAP FOUND 1/2" REBAR W/ LINCOLN CAP FOUND 1/2" REBAR W/ LINCOLN CAP 30' 12.3 ' 11.8 ' 12.0 '5.1'5.1'9.4' 69.4 ' 47.2 ' 10.00 15.00 15.00 30.00 15.00 15.00 20.00 20.00 18.7 ' 9.4' 20' TBM #1 TBM #2 20.00 LAT: 38°05'27" N LONG: 78°28'05" W 6.4'22533.90 Sq. Feet 0.52 Acres LEASE 20.00 CITY OF CHARLOTTESVILLE ESMT DB 4936 PGS92 ALBEMARLE SERVICE AUTHORITY ESMT DB 4332 PGS 284 CITY OF CHARLOTTESVILLE ESMT DB 4936 PGS92 ALBEMARLE SERVICE AUTHORITY ESMT DB 4332 PGS 284 & PWER ESMT DB 3925 PGS 52 CENTRAL TELE. CO. ESMT DB 3919 PGS 699 ALBEMARLE SSWR. ESMT DB 997 PGS 747 VIRGINIA ELEC. & PWER ESMT DB 3925 PGS 52 ALBEMARLE DEED ESMT DB 4859 PGS 32 ALBEMARLE SERVICE AUTHORITY ESMT DB 4332 PGS 284 457 45 6 46 0 4 5 9 4 5 9 456458457456455453 454 456 4 5 4 45544 9 448 446 447446 447 447 446 445 448 44944645645 3 45 2 4 5 145 0 44545 64554574544598''W8''W8''W8''W8''W8''W8''W2''W VIRGINIA ELEC. 30' 30' 30' PRIVATE ACCESS EASEMENT DB 4659 PG 32 VARIABLE WIDTH ACCESS EASEMENT DB 3577 PG 6514''SAN4''SAN4''SAN4''SAN4''SAN15" CPP 24.40 15" HDPE @ 1.8% (FROM APPROVED SITE PLAN)6" SANDEMOLITION PLAN GENERAL NOTES: 1.CONTRACTOR SHALL COORDINATE ALL WORK WITH THE LOCAL JURISDICTION, AND ALL UTILITY PROVIDERS LOCATED ON-SITE AND IN THE RIGHT OF WAY. 2.CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK PER LOCAL PROJECT SPECIFICATIONS. 3.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL STATE/LOCAL ONE CALL AND CONTACT ALL UTILITY COMPANIES TO SCHEDULE UTILITY SERVICE REMOVAL AND/OR ABANDONMENT. ALL UTILITIES SHALL BE REMOVED AND/OR RELOCATED PER THE SPECIFICATIONS OF THE UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE TO PAY ALL FEES AND CHARGES ASSOCIATED WITH THIS WORK. 4.CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH STATE DEPARTMENT OF TRANSPORTATION REGULATIONS. 5.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATION APPROVED BY THE GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FOUNDATIONS, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 6.CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED. 7.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED TO ANY OF THE SURROUNDING PAVEMENT, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 8.SAW-CUT AND REMOVE TO FULL DEPTH AT ALL PAVEMENT/SIDEWALK LIMITS OR TO EXISTING JOINTS. 9.CONTRACTOR SHALL MAINTAIN A WELL-DRAINED SITE, FREE OF STANDING WATER DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DRAINAGE MEASURES DURING CONSTRUCTION. 10.CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. 11.EXTENT OF DEMOLITION WORK IS NOT LIMITED TO WHAT IS SHOWN TO BE DEMOLISHED ON THIS PLAN. DEMOLITION WORK MUST BE COMPLETE SO THE PROPOSED STRUCTURES AND APPURTENANCES CAN BE CONSTRUCTED. 12.ALL POTENTIALLY HAZARDOUS/TOXIC MATERIALS MUST BE REMOVED FROM THE SITE PRIOR TO DEMOLITION, AND PER DIRECTION OF THE ENVIRONMENTAL ENGINEER. 13.FEDERAL, STATE AND LOCAL CODE REQUIREMENTS SHALL CONTROL THE DISPOSAL OF DEBRIS RESULTING FROM THE REMOVAL OPERATION. 14.ALL MATERIALS AND STRUCTURES DESIGNATED AS “TO BE REMOVED” SHALL BE DISPOSED OF OFF SITE AND AT THE COST OF THE CONTRACTOR. 15.DEAD SEWER CONNECTIONS OR MAINS BEING REMOVED SHALL BE REMOVED TO THE RIGHT-OF-WAY (UNLESS PLANS OR UTILITY OWNER SPECIFY OTHERWISE) AND SEALED AND MADE WATERTIGHT. 16.ALL TRENCHES, HOLES AND PITS RESULTING FROM THE REMOVAL AND ABANDONMENT OF ANY STRUCTURE OR OBSTRUCTION SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 17.THE CONTRACTOR SHALL STRIP AND REMOVE (OR STOCKPILE) ALL TOPSOIL PRIOR TO COMMENCING WITH ANY EXCAVATION OR DEMOLITION. CODED NOTES: 1.STRIP GROUND COVER AND TOPSOIL, AS NECESSARY. 2.PROTECT EXISTING CURB TO REMAIN. 3.PROTECT EXISTING UTILITY STRUCTURE TO REMAIN. 4.PROTECT EXISTING UTILITY LINES TO REMAIN. 5.PARKING SPACE TO REMAIN. 6.EXISTING SIDEWALK 7.TREE PROTECTION. VERIFY LOCATION WITH OWNER'S REPRESENTATIVE ON-SITE. SEE LANDSCAPE PLAN FOR DETAILS. LEGEND PROPOSED REMOVE AND DISPOSE OF EXISTING CURB 0 GRAPHIC SCALE (IN FEET) 20 20 40 EXISTING FEATURES LEGEND APPLIES TO ALL CIVIL SHEETS RIGHT OF WAY LINE EASEMENT LINE EDGE OF PAVEMENT PARCEL LINE CURB PAVEMENT MARKINGS R/W GAS LINEG SANITARY SEWERSAN WATER LINEW OVHD ELECTRIC LINEOHE UGND ELECTRIC LINEUGE UGND TELECOMM LINEUGT MINOR CONTOUR 100 102 MAJOR CONTOUR EDGE OF WALK SUBJECT PROPERTY BOUNDARY LINE STORM SEWERSTM C2.0 EX. CONDITIONS & DEMOLITION PLAN BAB AS NOTED Date Drawing No. Project No. Scale Checked Drawn Drawing Title 2020 CESO, INCc DateNo.Revisions/SubmissionsTJVVALVOLINE INSTANT OIL CHANGEGANDER DRIVE CHARLOTTESVILLE, VA 22901757280 03.06.2002.24.20OWNER REVIEW SET\\CESOINC.LOCAL\ROOT\DATA\PROJECTS\VALVOLINE\757280-CHARLOTTESVILLE, VA (GANDER RD)\03-CIVIL\PLAN\PLOT SHEETS\C2.0 EX. CONDITIONS & DEMOLITION PLAN.DWG - 6/11/2020 6:17 PM103.06.20INITIAL SITE PLAN REVIEW SET2COMMO N W E ALTH OF VI RGI NIAPROF ESSIONAL E N G IN EERFRESHNER Lic. No. 0402060785 ZACHARY DAVID06.16.20FINAL SITE PLAN AND WPO PLAN REVIEW SET3FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. GUARD RAIL 1 4 4 4 3 3 2 2 LIMITS OF DISTURBANCE 2 2 REMOVE AND DISPOSE OF EXISTING PAVEMENT, SIDEWALK, AND BASE MATERIALS NO BUILD AREA 5 6 6 6 7 7 7 7 7 7 06/16/2020 VIOC GANDER DRIVE A = 2,080 SF; H = 28'-11" E VIOC GANDER DRIVE A = 2,080 SF; H = 28'-11"7.6'STMSTMSTMSTMSTMSTMSTMSTMUGTUGTUGTUGTUGTUGTUGTUGTFOUND 1/2" REBAR W/ LINCOLN CAP 10.00 15.00 15.00 30.00 15.00 15.00 20.00 20.00 20' TBM #1 TBM #2 20.006.4'20.00 CITY OF CHARLOTTESVILLE ESMT DB 4936 PGS92 ALBEMARLE SERVICE AUTHORITY ESMT DB 4332 PGS 284 CITY OF CHARLOTTESVILLE ESMT DB 4936 PGS92 ALBEMARLE SERVICE AUTHORITY ESMT DB 4332 PGS 284 & PWER ESMT DB 3925 PGS 52 CENTRAL TELE. CO. ESMT DB 3919 PGS 699 ALBEMARLE SSWR. ESMT DB 997 PGS 747 VIRGINIA ELEC. & PWER ESMT DB 3925 PGS 52 ALBEMARLE DEED ESMT DB 4859 PGS 32 ALBEMARLE SERVICE AUTHORITY ESMT DB 4332 PGS 284 VIRGINIA ELEC. 30' VARIABLE WIDTH ACCESS EASEMENT DB 3577 PG 651 15" CPP 24.40 15" HDPE @ 1.8% (FROM APPROVED SITE PLAN) SITE PLAN GENERAL NOTES: 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY STANDARDS, INCLUDING BUT NOT LIMITED TO O.S.H.A. STANDARDS. 2.THE CONTRACTOR SHALL OBTAIN FINAL APPROVALS/PERMITTING AND INSPECTION AS NECESSARY PRIOR TO CONSTRUCTION. 3.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR LOCATIONS AND DIMENSIONS OF DUMPSTER ENCLOSURE, BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS AND SITE LIGHTING ELECTRICAL LAYOUT. 4.REFER TO CONSTRUCTION DETAILS / GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATIONS. 5.CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE STATE SUPPLEMENT TO THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). 6.CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. 7.CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED. 8.ALL SIGNAGE SHALL COMPLY WITH THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 9.ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH THE STATE DOT AND THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. a.LANE LINE: 6” WHITE b.PARKING STALLS: 4” WHITE c.STOP LINE: 24” WHITE d.CROSSWALKS: TRANSVERSE LINES WITH DIAGONAL MARKINGS (GAP BETWEEN TRANSVERSE LINES SHALL BE 4') ALL PAINTED WHITE. e.HANDICAPPED STALLS: 4" YELLOW OUTLINE, WITH 4" BLUE INTERIOR AND BLUE HANDICAPPED SYMBOLS 10.BOLLARDS SHALL BE PLACED TO PROTECT GAS METER, ELECTRICAL AND TELEPHONE EQUIPMENT, AND DUMPSTER ENCLOSURE. 11.ALL LIGHT POLES TO BE LOCATED 2' FROM BACK OF CURB AS MEASURED FROM THE FACE OF POLE FOUNDATIONS, UNLESS OTHERWISE NOTED ON PLANS. 12.ANY SIDEWALK, EXISTING CURB, OR PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPLACED. 13.PROPOSED CURB TO BE 6" HIGH UNLESS OTHERWISE NOTED. 14.HANDICAP REQUIREMENTS SHOWN ON THE DRAWINGS ARE MINIMUM REQUIREMENTS. DEVELOPMENT SHALL BE IN ACCORDANCE WITH FEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY, INCLUDING BUT NOT LIMITED TO THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES. 15.PRIOR TO FINAL ACCEPTANCE OF STORE BY OWNER, THE SITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH. 16.ALL CURB RADII TO BE 5', UNLESS OTHERWISE NOTED ON PLAN. 17.KNOX BOX FOR FIRE ACCESS REQUIRED FOR BUILDING. LOCATION TO BE COORDINATED WITH FIRE MARSHAL'S OFFICE. CODED NOTES: 1.ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE AND PAVEMENT MARKINGS. REFER TO CONSTRUCTION DETAILS. 2.ADA ACCESSIBLE RAMP WITH DETECTIBLE WARNING. REFER TO CONSTRUCTION DETAILS. 3.FLUSH CURB 4.TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 10' 5.PROPOSED PAVEMENT MARKINGS. 6.ASPHALT PAVEMENT, PER CONSTRUCTION DETAILS 7.CONCRETE WALK, PER CONSTRUCTION DETAILS 8.CONCRETE PAVEMENT WITH BLACK COLORTOP SEALANT, PER CONSTRUCTION DETAILS. 9.PROPOSED MONUMENT SIGN, PER SIGNAGE PLAN. GENERAL CONTRACTOR TO PROVIDE ENTIRE BASE FOR MONUMENT SIGN. 10.DUMPSTER ENCLOSURE & CONCRETE PAD. REFER TO ARCHITECTURAL PLANS FOR PAVEMENT AND ENCLOSURE DETAILS. 11.LIGHT POLE BASE, PER UTILITY DETAILS. 12.PROPOSED BIKE RACK, PER CONSTRUCTION DETAILS. 13.GENERAL CONTRACTOR TO PROVIDE CONDUIT FOR BELL RINGER. CONDUIT TO BE INSTALLED UNDER CONCRETE SIDEWALK, ADJACENT TO BUILDING, AND STUB OUT OF CONCRETE CURB. REFER TO ARCHITECTURAL PLAN, A3.2, FOR ADDITIONAL INFORMATION. 14.CONDENSING UNIT. REFER TO MECHANICAL PLANS. 15.REDI-ROCK RETAINING WALL OR EQUAL. RETAINING WALL TO HAVE SIMILAR FACADE AS OTHER RETAINING WALLS NEAR PROJECT SITE. SEE DETAILS FOR TYPICAL SECTION. SEE GRADING PLAN FOR ELEVATIONS. HEIGHT VARIES (MAXIMUM HEIGHT OF 4.5'.) 16.GUARDRAIL PER VDOT STANDARD DETAIL GR-2. 17.PROPOSED UTILITY EASEMENT. SEE UTILITY PLAN PROPOSED CONCRETE CURB PAVEMENT/WALK BUILDING LEGEND EXISTING REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING FEATURES LEGEND 0 GRAPHIC SCALE (IN FEET) 20 20 40 ASPHALT PAVEMENT 7 PARKING SPACE COUNT CONCRETE LIGHT POLE CONCRETE PAVEMENT WITH BLACK COLORTOP SEALANT ENLARGED PLAN: ACCESSIBLE PARKING AREA 1'' = 10' DETECTABLE WARNING MAT. CONCRETE BUMPER BLOCK C3.0 SITE PLAN BAB AS NOTED Date Drawing No. Project No. Scale Checked Drawn Drawing Title 2020 CESO, INCc DateNo.Revisions/SubmissionsTJVVALVOLINE INSTANT OIL CHANGEGANDER DRIVE CHARLOTTESVILLE, VA 22901757280 03.06.2002.24.20OWNER REVIEW SET\\CESOINC.LOCAL\ROOT\DATA\PROJECTS\VALVOLINE\757280-CHARLOTTESVILLE, VA (GANDER RD)\03-CIVIL\PLAN\PLOT SHEETS\C4.0 SITE PLAN.DWG - 6/9/2020 3:06 PM103.06.20INITIAL SITE PLAN REVIEW SET2COMMO N W E ALTH OF VI RGI NIAPROF ESSIONAL E N G IN EERFRESHNER Lic. No. 0402060785 ZACHARY DAVID06.16.20FINAL SITE PLAN AND WPO PLAN REVIEW SET3FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. 5.00 11.00 14.00 5.50 5.50 6.00 10.50 R2.50 R12.00 R6.00 R2.50 R5.00 8.00 8.00 10.00 10.00 (TYP.) 18.00 (TYP.) 2.00 (TYP.) 5.00 7.00 6.005.19 5.50 5.50 43.00 40.00 24.00 24.00 20.00 16.00 16.00 1 2 2 3 3 5 (TYP.) 6 6 7 7 10 12 14 6 4 5.00 13 4 4 4 51.53 89.80 5.50 10.00 (TYP.) 5.00 6.00 43.00 15.50 11.50 10.00 (TYP.)2.00 5.50 18.00 (TYP.)43.00 5.00 39.00 26.52 65.18 82.50 11 11 11 R3.50 R6.00 R2.50 R5.00 R12.00 R5.00 R5.00 R2.00 11 11 11 9 8 8 7 7 6 6 3 2 R5.00 2 1 6 4 5.00 43.00 5 (TYP.) 5 (TYP.) 5 (TYP.) 8 8 18.00 21.33 123.78 R10.00 20.00 24.00 20.00 20.00 18.00 21.33 5.50 7 18.00 20.00 24.00 16.00 16.00 R24.00 R24.00 R2.50 20.00 5.00 3 MAINTENANCE USE AND EASEMENT AGREEMENT ALLOW VALVOLINE TO USE NORTHTOWN SHARED PARKING R4.50 24.00 R2.50 R10.00 7 7 15 96.00 16 5.00 2 APPROX. 418' ALONG CENTERLINETO INTERSECTION OF GANDERDRIVE AND ROUTE 2917 17 06/16/2020 7.6'STMSTMSTMSTMSTMSTMSTMSTMGG GGGG G G G12''SAN 12'' S A N 12'' S A N 12'' S A N 12''S A NUGTUGTUGTUGTUGTUGTUGT UGTFOUND 1/2" REBAR W/ LINCOLN CAP 30' 12.3 ' 11.8 ' 12.0 '5.1'5.1'9.4' 69.4 ' 18.7 ' 9.4' TBM #1 TBM #2 6.4'457 45 6 46 0 45 9 4 5 9 456458457456455453 454 456 4 5 4 45544 9 448 446 4 4 7 446 447 447 446 445 448 44944645645 3 45 2 4 5 145 0 44545 6455457454459WWWW WWW2''W 4''SAN4''SAN4''SAN4''SAN4''SAN15" CPP 15" HDPE @ 1.8% (FROM APPROVED SITE PLAN) UG EUGEUGEUGEUGTUGTUGTUG T MDSDSDSDSDSSA N CO CO E STMSTMSTM STMSTMSTMST M ST M CO CO VIOC GANDER DRIVE A = 2,080 SF; H = 28'-11" W WWGAS-2.0: 1 4 5 7 456456 456 456 457457 455455.98 456.45 456.57 456.93 456.64 457.00 457.21 457.65 457.80 457.75 457.88 458.31 458.89 (M.E.) 458.79 (M.E.) TW=455.88 TW=451.97 TW=456.38 BW=454.57 BW=452.00 BW=451.88 BW=452.48 BW=453.15-2.0:1-3.0:1 TW=456.13 TW=455.18 TC=456.52 BC=456.02 TC=456.52 BC=456.02 TC=456.98 BC=456.48 TC=456.67 BC=456.17 TC=457.72 BC=457.22 TC=457.93 BC=457.43 456.77456.70 TC=456.94 BC=456.44 TC=456.94 BC=456.94 TC=456.94 BC=456.94 TC=456.94 BC=456.44 TC=456.53 BC=456.03 TC=455.45 BC=454.95 TC=455.87 BC=455.37 TC=455.78 BC=455.28 TC=455.36 BC=454.86 TC=455.29 BC=454.79 TC=455.37 BC=454.87 TC=456.83 BC=456.33 TC=456.84 BC=456.34 TC=456.84 BC=456.34 TC=456.93 BC=456.43 TC=456.93 BC=456.43 TC=456.89 BC=456.39 TC=457.09 BC=456.59 TC=456.94 BC=456.94 TC=456.93 BC=456.43 TC=456.94 BC=456.44 TC=456.63 BC=456.13 TC=456.68 BC=456.18 TC=456.94 BC=456.94 TC=458.26 BC=457.76 TC=458.49 BC=457.99 TC=458.76 BC=458.26 TC=458.94 BC=458.44 TC=456.98 (M.E.) BC=456.48 (M.E.) TC=456.77 BC=456.27 TC=457.00 BC=456.50 TC=457.75 BC=457.25 TC=458.19 BC=457.69 457.14 456.44 TC=456.90 BC=456.40 TC=458.06 BC=457.56 TC=456.54 BC=456.04 TC=456.83 BC=456.33 TC=456.35 BC=455.85 TC=455.88 BC=455.38 454.66 455.58 TC=456.47 BC=455.97 TC=455.35 BC=454.85 454.42 (M.E.) 454.78 (M.E.) 455.54 (M.E.) 455.89 (M.E.) TC=457.04 BC=456.54 TC=455.31 (M.E.) BC=454.81 (M.E.) TC=454.83 BC=454.33 TC=455.33 BC=454.83 TC=455.56 BC=455.06 DSSANCO CO STMSTMCO W W GASGASTC=456.94 BC=456.94 TC=456.94 BC=456.44 TC=456.53 BC=456.03 TC=456.43 BC=455.93 TC=456.84 BC=456.34 TC=456.84 BC=456.34 TC=456.14 BC=456.14 TC=456.04 BC=456.04 456.12 455.96 TC=456.84 BC=456.34 TC=456.84 BC=456.34 TC=455.29 BC=454.79 TC=455.36 BC=454.86 TC=455.37 BC=454.87 TC=455.56 BC=455.06 TC=455.45 BC=454.95 TC=456.81 BC=456.24 TC=456.68 BC=456.14 457DSDSDSSTMSTM STMSTMSTMSTMSTM WWWTC=457.64 BC=457.14 TC=457.67 BC=457.17 TC=457.93 BC=457.43 457.14 456.44 456.78 456.78 457.14 457.34 457.64 457.07 456.98 456.85 456.70 TC=457.10 BC=456.60 TC=456.94 BC=456.44 TC=457.72 BC=457.22 TC=457.45 BC=456.95 TC=456.68 BC=456.18 TC=456.68 BC=456.18 TC=456.93 BC=456.43 TC=456.98 BC=456.48 TC=456.68 BC=456.18 TC=456.55 BC=456.05 TC=456.55 BC=456.05 SW=456.93SW=456.92 SW=457.04 SW=457.04 SW=457.04 TC=457.04 BC=456.54 TC=456.94 BC=456.94 TC=456.93 BC=456.43 TC=456.94 BC=456.94 457 GRADING PLAN NOTES: 1.ONLY VIRGIN MATERIALS SHALL BE USED UNLESS APPROVED IN WRITING BY A VALVOLINE INSTANT OIL CHANGE REPRESENTATIVE. 2.ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL COMPLY WITH LOCAL MUNICIPALITY, LOCAL COUNTY, AND STATE DEPARTMENT OF TRANSPORTATION MATERIAL AND CONSTRUCTION SPECIFICATIONS. 3.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDING SERVICES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE STATE ONE CALL SYSTEM AT LEAST THREE (3) WORKING DAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS. 4.ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. 5.THE CONTRACTOR SHALL COMPACT PIPE BACKFILL IN MAX. 6” LOOSE LIFTS TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D1557, ACCORDING TO THE PIPE BEDDING DETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION. 6.CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB-OUTS, INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. 7.TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. 8.MANHOLE RIMS AND STORM INLET GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE FRAMES AND COVERS, STORM INLET GRATES, VALVE BOXES, ETC., TO BE RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT GRADE. 9.UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGH GRADED. 10.ALL EXISTING TOPOGRAPHICAL FEATURES (SPOT ELEVATIONS, CONTOURS, INVERTS, ETC.) CAN HAVE A TOLERANCE DIFFERENCE OF 6”+/- DEPENDING ON FIELD CONDITIONS AT THE TIME OF THE FIELD SURVEY. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL FEATURES PRIOR TO CONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES. 11.THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. DISTURBED DURING CONSTRUCTION TO THE ORIGINAL CONDITION OR BETTER. 12.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES TO THE CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 13.THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION AND SEDIMENTATION PLAN FOR LIMIT OF DISTURBANCE AND NOTES. 14.THE CONTRACTOR SHALL COMPACT FILL UNDER ALL PARKING, BUILDING, AND DRIVE AREAS AS DIRECTED BY THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. 15.THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFUL MANNER. 16.THE CONTRACTOR SHALL BE ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND THAT IT SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, AND MATERIALS OF CONSTRUCTION TO COMPLETE CONSTRUCTION AS DESIGNED. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF SITE DISPOSAL OF ANY AND ALL EXCESS OR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITE AND THE IMPORTATION OF ANY BORROW MATERIAL NECESSARY TO COMPLETE THE JOB. 17.ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. 18.SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE PONDING OF WATER ON SITE. 19.VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINITY OF THE BUILDINGS WITH THE ARCHITECTURAL PLANS. 20.ALL ACCESSIBLE PARKING SPACES TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. 21.ALL SIDEWALKS, PATIO AREAS, AND ACCESSIBLE ROUTES TO THE BUILDING ARE TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND A MAXIMUM LONGITUDINAL SLOPE OF 5%, UNLESS IN AN APPROVED ADA RAMP. 22.CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, SLOPES, ETC., FOR PROPOSED ACCESSIBLE PARKING AREAS, RAMPS, ETC., WITH ARCHITECT, PRIOR TO CONSTRUCTION. 23.LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FIELD OBSERVATION, UTILITY MAPS, ETC., AND ARE NOT ASSUMED TO BE ACCURATE. PRIOR TO ANY CONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED UTILITY CROSSINGS, TO VERIFY LOCATION, DEPTH, SIZE, ETC. OF EXISTING UNDERGROUND UTILITIES, AND CONFIRM NEW UTILITY LINES CAN BE INSTALLED AS PROPOSED. ADVISE VALVOLINE CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES. SLOPE ARROW TOP OF CURB ELEV. BOTTOM OF CURB ELEV. TC=XXX.XX BC=XXX.XX X.XX% MAJOR CONTOUR MINOR CONTOUR BUILDING XXX.XX MATCH EXISTING ELEVATION(M.E.) BOTTOM OF CURB TOP OF CURB CLEAN OUT FINISHED GRADE ELEVATION 0 GRAPHIC SCALE (IN FEET) 20 20 40 CO DOWNSPOUT CONNECTIONDS STORM SEWERSTM 322 320 BC TC CODED NOTES: 1.TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 10' (UNLESS TAPER LENGTH NOTED IN PLAN) 2.ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING. REFER TO CONSTRUCTION DETAILS 3.TRANSITION FROM EXISTING CURB TO BACK OF CURB. SEE DETAIL THIS SHEET. 4.TREE PROTECTION. VERIFY LOCATION WITH OWNER'S REPRESENTATIVE ON-SITE. SEE LANDSCAPE PLAN FOR DETAILS. 5.EXTEND 15" CPP OUTLET AS REQUIRED TO MAINTAIN DRAINAGE FROM STRUCTURE. CONTRACTOR TO MAINTAIN EXISTING PIPE SLOPE AND ENSURE NO SAGS FORM IN OUTLET MANHOLE CATCH BASIN CURB INLET GRADE BREAK LEGEND EXISTING PROPOSED REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS C4.0 GRADING PLAN NET AS NOTED Date Drawing No. Project No. Scale Checked Drawn Drawing Title 2020 CESO, INCc DateNo.Revisions/SubmissionsTJVVALVOLINE INSTANT OIL CHANGEGANDER DRIVE CHARLOTTESVILLE, VA 22901757280 03.06.2002.24.20OWNER REVIEW SET\\CESOINC.LOCAL\ROOT\DATA\PROJECTS\VALVOLINE\757280-CHARLOTTESVILLE, VA (GANDER RD)\03-CIVIL\PLAN\PLOT SHEETS\C5.0 GRADING PLAN.DWG - 3/6/2020 9:45 AM103.06.20INITIAL SITE PLAN REVIEW SET2COMMO N W E ALTH OF VI RGI NIAPROF ESSIONAL E N G IN EERFRESHNER Lic. No. 0402060785 ZACHARY DAVID06.16.20FINAL SITE PLAN AND WPO PLAN REVIEW SET3FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. SW=XXX.XX ENLARGED PLAN: SOUTH PARKING AREA 1'' = 10' ENLARGED PLAN: NORTH PARKING AREA & TRASH ENCLOSURE 1'' = 10' 1 1 1 2 EXPOSE BACK OF CURB 6" 2:1 EXISTING CURB PROPOSED CURB WASHED GRAVEL (SEE LANDSCAPE PLAN) EXISTING CURB TO PROPOSED CURB TRANSITION N.T.S. FFE = 457.04' 3 FFE = 457.04' TOP OF SIDEWALK ELEVATION 4 TW=XXX.XX TOP OF RETAINING WALL ELEVATION BW=XXX.XX BOTTOM OF RETAINING WALL ELEVATION 5 1 4 4 06/16/2020 7.6'STMSTMSTMSTMSTMSTMSTMSTMGG GGGG G G G12''SAN 12'' S A N 12'' S A N 12'' S A N 12''S A NUGTUGTUGTUGTUGTUGTUGT UGTFOUND 1/2" REBAR W/ LINCOLN CAP 30' 12.3 ' 11.8 ' 12.0 '5.1'5.1'9.4' 69.4 ' 18.7 ' 9.4' TBM #1 TBM #2 6.4'457 45 6 46 0 45 9 4 5 9 456458457456455453 454 456 4 5 4 45544 9 448 446 4 4 7 446 447 447 446 445 448 44944645645 3 45 2 4 5 145 0 44545 64554574544598''W8''W8''W8''W8''W8''W8''W2''W 4''SAN4''SAN4''SAN4''SAN4''SAN15" CPP 15" HDPE @ 1.8% (FROM APPROVED SITE PLAN) FLOW ARROW 0 GRAPHIC SCALE (IN FEET) 20 20 40 DRAINAGE BOUNDARY LEGEND EXISTING REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS C5.0 EXISTING DRAINAGE NET AS NOTED Date Drawing No. Project No. Scale Checked Drawn Drawing Title 2020 CESO, INCc DateNo.Revisions/SubmissionsTJVVALVOLINE INSTANT OIL CHANGEGANDER DRIVE CHARLOTTESVILLE, VA 22901757280 03.06.2002.24.20OWNER REVIEW SET\\CESOINC.LOCAL\ROOT\DATA\PROJECTS\VALVOLINE\757280-CHARLOTTESVILLE, VA (GANDER RD)\03-CIVIL\PLAN\PLOT SHEETS\C5.1 DRAINAGE PLAN.DWG - 6/9/2020 2:25 PM103.06.20INITIAL SITE PLAN REVIEW SET2COMMO N W E ALTH OF VI RGI NIAPROF ESSIONAL E N G IN EERFRESHNER Lic. No. 0402060785 ZACHARY DAVID06.16.20FINAL SITE PLAN AND WPO PLAN REVIEW SET3FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. RUNOFF COEFFICIENT (C) SUMMARY DRAINAGE AREA LEGEND DESCRIPTION COVER AREA (SQ. FT.) AREA (ACRES) RUNOFF COEFF. (C) E1 GLENELG LOAM HYDROLOGIC SOIL GROUP B LAWNS 6,909 0.159 0.30 IMPERVIOUS AREA PAVED AND ROOF AREAS 3,098 0.071 0.90 TOTAL AREA 10,007 0.230 COMPOSITE C 0.49 E2 GLENELG LOAM HYDROLOGIC SOIL GROUP B LAWNS 14,382 0.330 0.30 IMPERVIOUS AREA PAVED AND ROOF AREAS 0 0.000 0.90 TOTAL AREA 14,382 0.330 COMPOSITE C 0.30 DRAINAGE AREA E1 AREA = 0.230 AC IMPERV = 31% C = 0.49 DRAINAGE AREA E2 AREA = 0.330 AC IMPERV = 0% C = 0.30 06/16/2020 7.6'STMSTMSTMSTMSTMSTMSTMSTMGG GGGG G G G12''SAN 12'' S A N 12'' S A N 12'' S A N 12''S A NUGTUGTUGTUGTUGTUGTUGT UGTFOUND 1/2" REBAR W/ LINCOLN CAP TBM #1 TBM #2 6.4'457 45 6 46 0 4 5 9 4 5 9 456458457456455453 454 456 4 5 4 45544 9 448 446 4 4 7 446 447 447 446 445 448 44944645645 3 45 2 4 5 145 0 44545 64554574544598''W8''W8''W8''W8''W8''W8''W2''W 4''SAN4''SAN4''SAN4''SAN4''SAN15" CPP 15" HDPE @ 1.8% (FROM APPROVED SITE PLAN)MDSDSDSDSDSCO CO E STMSTMSTM STMSTMSTMST M ST M CO CO VIOC GANDER DRIVE A = 2,080 SF; H = 28'-11" W WW44.0'~15" STM @ 1.00 %32.9'~15" STM @ 0.50%66.1'~15" STM @ 0.50%77.1 ' ~ 1 5 " S T M @ 0 . 5 0 % 1 3 7 6 4 5 2 0+0 0 1+002+002+22456457458 455 456 456 456 4 5 7 UD UD UD STORM SEWER STRUCTURE SCHEDULE NO. 1 2 3 4 5 6 7 STRUCTURE FLARED END SECTION VDOT ES-1 W/ CLASS A1 RIPRAP (EC-1) DROP INLET VDOT DI-1 CURB DROP INLET VDOT DI-2A CURB DROP INLET VDOT DI-2A W/ INLET SHAPING (IS-1) DROP INLET VDOT DI-1 SUMP PUMP MANHOLE (SEE PLUMBING SHEETS P-1 & P-3) SUMP PUMP MANHOLE (SEE PLUMBING SHEETS P-1 & P-3) GRATE 452.65 454.66 455.06 456.20 455.58 457.06 456.91 INVERT 450.71 (15" RCP) NE 451.25 (15" RCP) NE 451.90 (6" PVC) NW 451.15 (15" RCP) SW 451.42 (15" RCP) SW 451.51 (15" RCP) N 451.94 (15" RCP) NW 453.20 (4" PVC) SW 451.84 (15" RCP) S 453.25 (4" PVC) S 452.33 (15" RCP) SE 453.98 (4" PVC) N 453.31 (4" PVC) NE STORM SEWER PIPE TABLE PIPE RUN 5 TO 4 4 TO 3 3 TO 2 2 TO 1 SIZE & TYPE 15" RCP 15" RCP 15" RCP 15" RCP LENGTH 77.1' 66.1' 32.9' 44.0' SLOPE 0.50% 0.50% 0.50% 1.00% INV. UP 452.33 451.84 451.25 451.15 INV. DOWN 451.94 451.51 451.42 450.71 MAJOR CONTOUR MINOR CONTOUR CLEAN OUT 0 GRAPHIC SCALE (IN FEET) 20 20 40 CO DOWNSPOUT CONNECTIONDS STORM SEWERSTM 322 320 CODED NOTES: 1.4" SUMP PUMP DISCHARGE PIPE 2.6" SADDLE CONNECTION OR WYE 3.6" DOWNSPOUT PIPE MANHOLE DROP INLET CURB DROP INLET FLOW ARROW LEGEND EXISTING PROPOSED REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS C5.1 PROPOSED DRAINAGE PLAN NET AS NOTED Date Drawing No. Project No. Scale Checked Drawn Drawing Title 2020 CESO, INCc DateNo.Revisions/SubmissionsTJVVALVOLINE INSTANT OIL CHANGEGANDER DRIVE CHARLOTTESVILLE, VA 22901757280 03.06.2002.24.20OWNER REVIEW SET\\CESOINC.LOCAL\ROOT\DATA\PROJECTS\VALVOLINE\757280-CHARLOTTESVILLE, VA (GANDER RD)\03-CIVIL\PLAN\PLOT SHEETS\C5.1 DRAINAGE PLAN.DWG - 6/9/2020 2:25 PM103.06.20INITIAL SITE PLAN REVIEW SET2COMMO N W E ALTH OF VI RGI NIAPROF ESSIONAL E N G IN EERFRESHNER Lic. No. 0402060785 ZACHARY DAVID06.16.20FINAL SITE PLAN AND WPO PLAN REVIEW SET3FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. STORM SEWER NOTES: 1.ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT JOINTS INCLUDING A GASKET, SO AS TO PROVIDE A WATERTIGHT SEAL. 2.ALL STORM SEWER PIPES LESS THAN 12” DIAMETER SHALL BE PVC SDR 35 WATERTIGHT PIPE CONFORMING TO ASTM SPECIFICATION D3034, UNLESS DENOTED OTHERWISE ON PLANS. 3.CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NON-SHRINKIING AND NON-CORROSIVE GROUT. 4.STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: REINFORCED CONCRETE PIPE (RCP)(PER ASTM C-76 CLASS IV) POLYVINYL CHLORIDE (PVC SDR 35) HIGH DENSITY POLYETHYLENE PIPE (HDPE) 5.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 6.CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES. 7.ALL MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 3" ABOVE FINISH GRADE. 8.ALL DOWNSPOUT DRAINS ARE TO HAVE A 1.00% MINIMUM SLOPE UNLESS OTHERWISE NOTED. 9.EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 10.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. STORM WATER COMPLIANCE THIS DEVELOPEMNT MEETS STORMWATER REQUIREMENTS FOR QUALITY AND QUANTITY THROUGH APPROVED WPO 201300002 BIOFILTER AND VSMP AMENDMENT #1 TO WPO 200600050. APPROVED IMPERVIOUS COVER: 20,875 SF PROPOSED IMPERVIOUS COVER: 20,875 SF MS-19 ANALYSIS PERFORMED AT DOWNSTREAM OUTFALLS TO ENSURE NO NEGATIVE IMPACTS FROM LAND DISTURBING ACTIVITIES AND THAT FACILITIES ARE ADEQUATE FOR PROPOSED DISCHARGES. (REFER TO WPO PLAN FOR EROSION AND SEDIMENT CONTROL SHEETS) RUNOFF COEFFICIENT (C) SUMMARY DRAINAGE AREA LEGEND DESCRIPTION COVER AREA (SQ. FT.) AREA (ACRES) RUNOFF COEFF. (C) E1 GLENELG LOAM HYDROLOGIC SOIL GROUP B LAWNS 376 0.008 IMPERVIOUS AREA PAVED AND ROOF AREAS 4,037 0.093 TOTAL AREA 4,413 0.101 COMPOSITE C 0.85* E2 GLENELG LOAM HYDROLOGIC SOIL GROUP B LAWNS 2,259 0.052 0.30 IMPERVIOUS AREA PAVED AND ROOF AREAS 204 0.005 0.90 TOTAL AREA 2,463 0.057 COMPOSITE C 0.35 2 GLENELG LOAM HYDROLOGIC SOIL GROUP B LAWNS 147 0.003 IMPERVIOUS AREA PAVED AND ROOF AREAS 6,091 0.140 TOTAL AREA 6,238 0.143 COMPOSITE C 0.85* DRAINAGE AREA 3 AREA = 0.037 AC IMPERV = 100% C = 0.85 DRAINAGE AREA 2 AREA = 0.143 AC IMPERV = 98% C = 0.85 DRAINAGE AREA 4 AREA = 0.042 AC IMPERV = 93% C = 0.85 DRAINAGE AREA 5 AREA = 0.179 AC IMPERV = 92% C = 0.85 DRAINAGE AREA E1 AREA = 0.101 AC IMPERV = 91% C = 0.85 DRAINAGE AREA E2 AREA = 0.057 AC IMPERV = 8% C = 0.35 RUNOFF COEFFICIENT (C) SUMMARY DRAINAGE AREA LEGEND DESCRIPTION COVER AREA (SQ. FT.) AREA (ACRES) RUNOFF COEFF. (C) 3 GLENELG LOAM HYDROLOGIC SOIL GROUP B LAWNS 0 0.000 IMPERVIOUS AREA PAVED AND ROOF AREAS 1,610 0.037 TOTAL AREA 1,610 0.037 COMPOSITE C 0.85* 4 GLENELG LOAM HYDROLOGIC SOIL GROUP B LAWNS 139 0.003 IMPERVIOUS AREA PAVED AND ROOF AREAS 1,717 0.039 TOTAL AREA 1,856 0.042 COMPOSITE C 0.85* 5 GLENELG LOAM HYDROLOGIC SOIL GROUP B LAWNS 594 0.014 IMPERVIOUS AREA PAVED AND ROOF AREAS 7,216 0.166 TOTAL AREA 7,810 0.179 COMPOSITE C 0.85* 1 1 2 3 3 *C = 0.85 FOR COMMERCIAL DEVELOPMENTS, PER VDOT DRAINAGE MANUAL DRAINAGE BOUNDARY 4" PERFORATED UNDER DRAINUD 06/16/2020 STORM SEWER PROFILE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT. 440 445 450 455 460 465 470 440 445 450 455 460 465 470 -0+25 0+00 1+00 2+00 2+50 EX. PR.456.4 EX.456.40 PR.456.8 EX.456.76 PR.457.2 EX.457.24 PR.456.8 EX.456.79 PR.456.4 EX.456.43 PR.456.0 EX.456.02 PR.455.1 EX.455.13 PR.455.1 EX.455.06 PR.455.1 EX.455.06 PR. EX. PR. EX. PR.STA. 2+20.04 FLARED END SECTION VDOT ES-1 W/ CLASS A1 RIPRAP (EC-1) 15" INV. = 450.71 (NE) 1 44.0'~15" STM @ 1.00% STA. 1+76.04 DROP INLET VDOT DI-1 RIM = 454.66 15" INV. = 451.25 (NE) 6" INV. = 451.90 (NW) 15" INV. = 451.15 (SW) 2 32.9'~15" STM @ 0.50% STA. 1+43.16 CURB DROP INLET VDOT DI-2A RIM = 455.06 15" INV. = 451.42 (SW) 15" INV. = 451.51 (N) 3 66.1'~15" STM @ 0.50% STA. 0+77.08 CURB DROP INLET VDOT DI-2A W/ INLET SHAPING (IS-1) RIM = 456.20 15" INV. = 451.94 (NW) 4" INV. = 453.20 (SW) 15" INV. = 451.84 (S) 4 77.1'~15" STM @ 0.50% STA. 0+00.00 DROP INLET VDOT DI-1 RIM = 455.58 4" INV. = 453.25 (S) 15" INV. = 452.33 (SE) 5 C5.2 STORM SEWER PROFILE NET AS NOTED Date Drawing No. Project No. Scale Checked Drawn Drawing Title 2020 CESO, INCc DateNo.Revisions/SubmissionsTJVVALVOLINE INSTANT OIL CHANGEGANDER DRIVE CHARLOTTESVILLE, VA 22901757280 03.06.2002.24.20OWNER REVIEW SET\\CESOINC.LOCAL\ROOT\DATA\PROJECTS\VALVOLINE\757280-CHARLOTTESVILLE, VA (GANDER RD)\03-CIVIL\PLAN\PLOT SHEETS\C5.1 DRAINAGE PLAN.DWG - 6/9/2020 2:25 PM103.06.20INITIAL SITE PLAN REVIEW SET2COMMO N W E ALTH OF VI RGI NIAPROF ESSIONAL E N G IN EERFRESHNER Lic. No. 0402060785 ZACHARY DAVID06.16.20FINAL SITE PLAN AND WPO PLAN REVIEW SET3FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. EXIST. GAS LINE. INVERT UNKNOWN CONTRACTOR TO VERIFY LOCATION AND ELEVATION PROPOSED 1.5" WATER SERVICE EXISTING GRADE PROPOSED GRADE 06/16/2020 C5.3 DRAINAGE DETAILS NET AS NOTED Date Drawing No. Project No. Scale Checked Drawn Drawing Title 2020 CESO, INCc DateNo.Revisions/SubmissionsTJVVALVOLINE INSTANT OIL CHANGEGANDER DRIVE CHARLOTTESVILLE, VA 22901757280 03.06.2002.24.20OWNER REVIEW SET\\CESOINC.LOCAL\ROOT\DATA\PROJECTS\VALVOLINE\757280-CHARLOTTESVILLE, VA (GANDER RD)\03-CIVIL\PLAN\PLOT SHEETS\C5.3 DRAINAGE DETAILS.DWG - 5/29/2020 5:13 AM103.06.20INITIAL SITE PLAN REVIEW SET2COMMO N W E ALTH OF VI RGI NIAPROF ESSIONAL E N G IN EERFRESHNER Lic. No. 0402060785 ZACHARY DAVID06.16.20FINAL SITE PLAN AND WPO PLAN REVIEW SET306/16/2020 C5.4 DRAINAGE DETAILS NET AS NOTED Date Drawing No. Project No. Scale Checked Drawn Drawing Title 2020 CESO, INCc DateNo.Revisions/SubmissionsTJVVALVOLINE INSTANT OIL CHANGEGANDER DRIVE CHARLOTTESVILLE, VA 22901757280 03.06.2002.24.20OWNER REVIEW SET\\CESOINC.LOCAL\ROOT\DATA\PROJECTS\VALVOLINE\757280-CHARLOTTESVILLE, VA (GANDER RD)\03-CIVIL\PLAN\PLOT SHEETS\C5.3 DRAINAGE DETAILS.DWG - 5/29/2020 5:13 AM103.06.20INITIAL SITE PLAN REVIEW SET2COMMO N W E ALTH OF VI RGI NIAPROF ESSIONAL E N G IN EERFRESHNER Lic. No. 0402060785 ZACHARY DAVID06.16.20FINAL SITE PLAN AND WPO PLAN REVIEW SET306/16/2020 7.6'STMSTMSTMSTMSTMSTMSTMSTMGG GGGG G G G12''SAN 12'' S A N 12'' S A N 12'' S A N 12''S A NUGTUGTUGTUGTUGTUGTUGT UGTFOUND 1/2" REBAR W/ LINCOLN CAP FOUND 1/2" REBAR W/ LINCOLN CONTROL CAP FOUND 1/2" REBAR W/ LINCOLN CAP FOUND 1/2" REBAR W/ LINCOLN CAP FOUND 1/2" REBAR W/ LINCOLN CAP 10.00 15.00 15.00 30.00 15.00 15.00 20.00 20.00 20' TBM #1 TBM #2 20.006.4'20.00 CITY OF CHARLOTTESVILLE ESMT DB 4936 PGS92 ALBEMARLE SERVICE AUTHORITY ESMT DB 4332 PGS 284 CITY OF CHARLOTTESVILLE ESMT DB 4936 PGS92 ALBEMARLE SERVICE AUTHORITY ESMT DB 4332 PGS 284 & PWER ESMT DB 3925 PGS 52 CENTRAL TELE. CO. ESMT DB 3919 PGS 699 ALBEMARLE SSWR. ESMT DB 997 PGS 747 VIRGINIA ELEC. & PWER ESMT DB 3925 PGS 52 ALBEMARLE DEED ESMT DB 4859 PGS 32 ALBEMARLE SERVICE AUTHORITY ESMT DB 4332 PGS 284 8''W8''W8''W8''W8''W8''W8''W2''W VIRGINIA ELEC. 30' VARIABLE WIDTH ACCESS EASEMENT DB 3577 PG 6514''SAN4''SAN4''SAN4''SAN4''SAN15" CPP 24.40 15" HDPE @ 1.8% (FROM APPROVED SITE PLAN)6" SANUG EUGEUGEUGEUGTUGTUGTUG T MDSDSDSDSDSSA N CO CO E STMSTMSTM STMSTMSTMST M ST M CO CO VIOC GANDER DRIVE A = 2,080 SF; H = 28'-11" W WWGAS60.5 ' ~ 6 " S A N @ 2 . 0 8 % S4 S3 S1 S2 6.9'~6" SAN @ 2.08% 26.0'~6" SAN @ 2.08% 0+0 0 1+001+09UD UD UD SANITARY SERVICE PROFILE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT. 445 450 455 460 465 445 450 455 460 465 -0+25 0+00 1+00 1+25 EX. PR.456.1 EX.456.14 PR.455.8 EX.455.76 PR.455.4 EX.455.39 PR.455.3 EX.455.29 PR.455.1 EX.455.11 PR. EX. PR.STA. 0+02.00 6" CO RIM = 456.95 6" INV. = 451.44 (NW) 6" INV. = 451.44 (SE) S4 6.9'~6" SAN @ 2.08% STA. 0+08.88 6" CO RIM = 456.89 6" INV. = 451.30 (NW) 6" INV. = 451.30 (SW) S3 26.0'~6" SAN @ 2.08% STA. 0+34.88 6" CO RIM = 456.06 6" INV. = 450.76 (NE) 6" INV. = 450.76 (NW) S2 60.5'~6" SAN @ 2.08% STA. 0+95.42 6" CO RIM = 456.32 6" INV. = 449.50 (SE) 6" INV. = 449.50 (SW) S1 STORM SEWERSTM SANITARY SEWERSAN DOMESTIC WATER SERVICEW GAS SERVICEG UNDERGROUND ELEC. LINEUGE UNDERGROUND TEL. LINEUGT BUILDING 0 GRAPHIC SCALE (IN FEET) 20 20 40 CLEAN OUTCO M E METER ELECTRIC TRANSFORMER GENERAL UTILITY NOTES: 1.COORDINATE ALL SITE UTILITY WORK WITH THE MECHANICAL AND ELECTRICAL DRAWINGS. 2.THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS, AS-BUILT PLANS, AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY CONTRACTOR'S WORK FORCE. 3.CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL FEES ASSOCIATED WITH PERMITS REQUIRED TO PERFORM THE WORK PROPOSED ON THESE PLAN (I.E. TAPPING, INSPECTION, ETC.). 4.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 5.CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 6.SANITARY AND WATER LINE SHALL BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.) 7.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 8.RIMS OF EXISTING STRUCTURES SHALL BE RAISED OR LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS WITH WATER TIGHT LIDS. 9.DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 10.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 11.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION. 12.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 13.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 14.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE. 15.CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICTS, AS WELL AS COORDINATING WITH THE AUTHORITY HAVING JURISDICTION UTILITY REQUIREMENTS AS TO ASSURE PROPER LOCATION AND SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. 16.THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES. WATER NOTES: 1.WATER SERVICE MATERIAL LARGER THAN 2” SHALL BE DUCTILE IRON IN CONFORMANCE WITH ANSI A21.51 (AWWA C151) DUCTILE IRON PIPE, CENTRIFUGALLY CAST IN METAL MOLDS OR SAND LINED MOLDS, FOR WATER OR OTHER LIQUIDS AND ANSI A21.50 (AWWA C150) THICKNESS DESIGN OF IRON PIPE. ALL SERVICE LINES 2” OR LESS SHALL BE COPPER TYPE K. SIZE TO BE AS NOTED IN PLAN VIEW. SERVICE CONNECTION TO HAVE MINIMUM COVER OF 60” COVER. 2.ALL FITTINGS SHALL BE DUCTILE IRON IN CONFORMANCE WITH AWWA C110 OR AWWA C153. ALL FITTINGS SHALL BE RATED FOR 350 PSI WORKING PRESSURE, HAVE MECHANICAL JOINTS AND BE COATED AND CEMENT MORTAR LINED IN ACCORDANCE WITH AWWA C104. ALL BOLTS AND NUTS SHALL BE COR-TEN. 3.WATER LINE SHALL HAVE A MINIMUM BURY DEPTH OF 4' OR AS REFERRED BY AHJ. 4.A SEPARATE GATE VALVE, THE SAME SIZE AS THE METER CONNECTIONS, SHALL BE PLACED ON THE SERVICE PIPE ON BOTH SIDES OF THE METER. SUCH VALVES SHALL BE EQUAL IN QUALITY TO THE SERVICE COCK. SANITARY SEWER NOTES: 1.ALL SANITARY SEWERS SHALL BE PVC, SDR 35 MATERIAL, CONFORMING TO ASTM SPECIFICATION D3034 WITH 3/4IN STONE BEDDING. 2.PVC PIPE SHALL HAVE AN INTEGRAL BELL AND JOINTS SHALL BE PREMIUM GASKETED JOINTS MEETING THE REQUIREMENTS OF ASTM D3212 TO PROVIDE A WATERTIGHT SEAL AND SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. STORM SEWER NOTES: 1.SEE PROPOSED DRAINAGE PLAN FOR STORM SEWER NOTES. ALBEMARLE COUNTY UTILITY NOTES: 1.ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. WATER METER 1.ELECTRIC SERVICE. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION AND TRANSFORMER LOCATION 2.TELEPHONE SERVICE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION. 3.1.5" WATER SERVICE LINE PER ALBEMARLE COUNTY SERVICE AUTHORITY AND PROVIDER REQUIREMENTS. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION. 4.EXISTING 1" WATER METER PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS. 5.PROPOSED 1" IRRIGATION SERVICE LINE AND 5 8" IRRIGATION METER PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS. REFER TO IRRIGATION PLAN. 6.PROPOSED PRESSURE REDUCING VALVE. 7.PROPOSED 8" X 6" TAP PER ALBERMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO CONTACT ACSA TO COMPLETE THE TAP. 8.GAS SERVICE. CONTRACTOR TO COORDINATE WITH GAS COMPANY FOR CONNECTION. 9.6" SANITARY SERVICE LINE PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL SERVICE PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND SPECIFICATIONS. CONTRACTOR TO VERIFY CONNECTION INVERTS BEFORE STARTING INSTALLATION TO ENSURE MINIMUM 2.08% SLOPE IS POSSIBLE. 10.PROPOSED FIRE HYDRANT, 6" WATER PIPE, AND 6" GATE VALVE PER ALBERMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS. 11.PROPOSED 20' X 29' WATER EASEMENT DEDICATED TO ALBEMARLE COUNTY SERVICE AUTHORITY 12.PROPOSED 20' X 12' WATER EASEMENT DEDICATED TO ALBEMARLE COUNTY SERVICE AUTHORITY CODED NOTES: UTILITY CROSSING SCHEDULE NO.UTILITY ELEVATIONS DIFF. A 15" STM B/PIPE = 451.03 11.91 EX. 12" SAN T/PIPE = 439.12 B 6" DS B/PIPE = 452.31 0.90 6" SAN T/PIPE = 451.41 C 15" STM B/PIPE = 451.37 1.50 1.5" WTR T/PIPE = 449.87 D GAS B/PIPE = 453.20 1.50 6" SAN T/PIPE = 451.70 E EX. GAS UNKNOWN 15" STM T/PIPE = 452.11 F CONTRACTOR TO MAINTAIN 18" VERTICAL CLEARANCE BETWEEN TELE & ELEC LINES AND EXISTING SANITARY LATERAL X LEGEND EXISTING PROPOSED REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS C6.0 UTILITY PLAN BAB AS NOTED Date Drawing No. Project No. Scale Checked Drawn Drawing Title 2020 CESO, INCc DateNo.Revisions/SubmissionsTJVVALVOLINE INSTANT OIL CHANGEGANDER DRIVE CHARLOTTESVILLE, VA 22901757280 03.06.2002.24.20OWNER REVIEW SET\\CESOINC.LOCAL\ROOT\DATA\PROJECTS\VALVOLINE\757280-CHARLOTTESVILLE, VA (GANDER RD)\03-CIVIL\PLAN\PLOT SHEETS\C6.0 UTILITY PLAN.DWG - 6/15/2020 1:54 PM103.06.20INITIAL SITE PLAN REVIEW SET2COMMO N W E ALTH OF VI RGI NIAPROF ESSIONAL E N G IN EERFRESHNER Lic. No. 0402060785 ZACHARY DAVID06.16.20FINAL SITE PLAN AND WPO PLAN REVIEW SET3FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. B A D 1 1 2 8 4 3 SANITARY SEWER STRUCTURE FFE = 457.04' 4" PERFORATED UNDER DRAINUD 2 5 S1 SAN INV. = 451.54 C PROPOSED 6" DOWNSPOUT PIPE EXISTING GRADE PROPOSED GRADE EXISTING SEWER LATERAL. CONTRACTOR TO VERIFY INVERT BEFORE CONNECTION 6 7 9 F 11 12 PR. GAS 06/16/2020 IN EARTH IN PAVEMENT BOTTOM OF CONDUIT TRENCH UTILITY PIPE. SIZE AND MATERIAL PER UTILITY PROVIDER REQUIREMENTS 2'-0" (FOR ELECT.)2'-0" (FOR TEL. &CATV) 2'-0" (FORGAS)ELECTRICAL, TELEPHONE AND GAS TRENCH NTS 4" TOPSOIL APPROVED COMPACTED BACKFILL (95 DENSITY) % MAX DRY COMPACTION PER ASTM D1557 IN 8" LIFTS SEE DETAIL FOR PAVEMENT SECTION TRENCH WIDTH: 1'-6" (GAS) 1'-0" ELECT., TELE. AND CATV. 3'-0" WHEN ELEC., CATV, & TEL. ARE GROUPED IN TRENCH METAL STRIPS BURIED 12" ABOVE P.E. PIPE EVERY 5' & AT BENDS (GAS LINES ONLY) MARKING TAPE BURIED OVER ELECTRIC AND TELEPHONE CONDUITS 12" SAND COVER OVER PIPE SPECIAL FOUNDATION, IF ORDERED BY ENGINEER TO BE INSTALLED IN UNSUITABLE SOIL AREAS. 7" SAND BED FROM MAIN TO METER PIT (GAS LINE ONLY) 1'-0" MIN IN ROCK. CL NOTE: 1.FIRE LINE PIPING AND SERVICE PIPING > 3" I.D. TO BE CLASS 53 DUCTILE IRON WITH RESTRAINED JOINTS 40 FT. EACH SIDE OF ALL FITTINGS, ELBOWS AND APPURTENANCES. DOMESTIC PIPING < 3" I.D. TO BE TYPE K COPPER PER ASTM B 88. 2.NOTE: PIPING TO BE HYDROSTATIC TESTED 2 HOURS @ 100 PSI. OVER NORMAL OPERATING PRESSURE AFTER INSTALLATION 6" SYMM. W=4/3 D + 18" X'-X" MIN. DEPTH OF COVER 6" 1'-0" PAVEMENT FINISHED GRADE LOAM COMPACTED APPROVED BACKFILL (95% COMPACTION) DETECTOR TAPE COMPACTED SAND BACKFILL 8" MIN. IN ROCK3" IN EARTH TYPICAL WATER MAIN & SERVICE TRENCH DETAIL NTS TRENCH WIDTH O.D. + 2'-0" MIN. 1'-0"O.D.1'-0" 6" ID 6" 1'-0" MIN. IN ROCK 6" MIN. TYPICAL SANITARY SEWER TRENCH SECTION NTS EDGE OF TRENCH SUPPORT SYSTEM AS REQUIRED SUITABLE BACK FILL TYPE GW, GP, SW, SP PER UNIFIED SOIL CLASSIFICATION SYSTEM OR AS APPROVED BY SITE ENGINEER COMPACTED TO 95% MAX. DRY DENSITY IN LIFTS (8" TYPICAL) PER ASTM D1557 (MODIFIED PROCTOR TEST) 3/4" CRUSHED STONE INSTALL CLAY DAM WATER STOP 2' (MIN.) THICKNESS AT 50' C-C IF DIRECTED BY ENGINEER BOTTOM OF TRENCH SPECIAL FOUNDATION IF ORDERED BY ENGINEER - 3/4" CRUSHED STONE TO BE INSTALLED TO DEPTH DETERMINED BY GEOTECHNICAL ENGINEER IN PEAT AND UNSUITABLE SOIL AREAS STEEL PLATE COVER CONCRETE COLLAR CLEANOUT PLUG LIMITED ACCESS MANHOLE - W/ CAST IRON COVER. TWO STAINLESS STEEL FLUSH-MOUNT BOLTS, CAST COVER W/ GALVANIZED STEEL SKIRT. BUNA-N GASKET. MEETS H-20 LOAD RATING. GRADE PAVEMENT ALTERNATE CONDITION RISER SHALL BE 6" DIA. (WHEN THE MAIN RUN IS LESS THAN 6" DIA. THE RISER SHALL MATCH THE MAIN PIPE SIZE) 45° BEND PLUG INVERT - SEE PIPING PLAN 6" LONG PIPE WYE WYE MAIN RUN - SIZE PER PLOT OR PIPING PLAN 10" PIPE W/ BELL 12"2'-0"PERFERED8"PIPE CLEANOUT NTS UNPAVED AREA SECTION FINISH GRADE 8'-0" MIN AND DOWNTO SOLID BEARING4" X 6" GASKETED HAND HOLE CYLINDRICAL FORMED CONCRETE BASE 2'-0" DIAMETER PAINTED SAFETY YELLOW. 4 - 40" X 1"Ø ANCHOR BOLTS #3 REINFORCING TIES 12" ON CENTER (TYPICAL FOR THREE) #5 BARE GROUND WIRE CADWELD CONNECTION (BOTH ENDS) 3/4" X 10' COPPER WELD GROUND ROD (LIGHTNING PROTECTION) PVC - SCHEDULE 40 CONDUIT (PROVIDE SCHEDULE 80 UNDER HEAVY TRAFFIC AREAS) GALVANIZED STEEL TO PVC CONDUIT CONNECTOR GALVANIZED CONDUIT 90° ANGLE 4 - #8 STEEL VERTICAL REINFORCING BARS 2'-0" DIA. CONCRETE BASE 3" COVER 2'-0"2'-0"1" x 45° CHAMFER ELECTRICAL CONTRACTOR TO CONNECT OR CADWELD GROUND WIRE TO POLE BASE TYPICAL LIGHTING POLE BASE NTS C6.1 UTILITY PLAN DETAILS BAB AS NOTED Date Drawing No. Project No. Scale Checked Drawn Drawing Title 2020 CESO, INCc DateNo.Revisions/SubmissionsTJVVALVOLINE INSTANT OIL CHANGEGANDER DRIVE CHARLOTTESVILLE, VA 22901757280 03.06.2002.24.20OWNER REVIEW SET\\CESOINC.LOCAL\ROOT\DATA\PROJECTS\VALVOLINE\757280-CHARLOTTESVILLE, VA (GANDER RD)\03-CIVIL\PLAN\PLOT SHEETS\C6.0 UTILITY PLAN.DWG - 6/15/2020 1:54 PM103.06.20INITIAL SITE PLAN REVIEW SET2COMMO N W E ALTH OF VI RGI NIAPROF ESSIONAL E N G IN EERFRESHNER Lic. No. 0402060785 ZACHARY DAVID06.16.20FINAL SITE PLAN AND WPO PLAN REVIEW SET306/16/2020 X X X X X NOTE: 1.ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 P.S.I. CONCRETE EXPANSION JOINTS 20'-0" oc. MAXIMUM 4 SPACES @ 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN SEE LAYOUT & SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN 1/2" EXPANSION JOINT LAWN OR PLANTING IF SHOWN ON SITE PLAN 1/2" EXPANSION JOINT AA SEEPLANSVARIESVARIESSEEPLANSCURB OR GUTTER LINE PLAN VIEW1" 1/4" R=1/8" TROWELLED OR SAWN JOINT 4"1/2" EXPANSION JOINT WITH SEALANT 4" MINIMUM COMPACTED GRAVEL BASE SECTION A-A 4" EXPANSION JOINT CONCRETE SIDEWALK DETAIL NTS TROWELLED OR SAWN JOINT( TYP.) 6" X 6" W1.2xW1.2 WWF COMPACTED SUBGRADE TO 95% MAXIMUM DRY DENSITY PER ASTM D1557SEALANT WOOD OR FIBER MOUNT 4" CONCRETE (4,000 PSI) ASPHALT PAVEMENT SECTION NTS 1.5" ASPHALT SURFACE COURSE, SECTION 315, TYPE SM-9.5 (REFER TO GEOTECH REPORT) 2.5" ASPHALT BINDER COURSE, SECTION 315, TYPE IM-19.0 (REFER TO GEOTECH REPORT) 8" COMPACTED AGGREGATE BASE, SECTION 309, TYPE 1, SIZE 21A (REFER TO GEOTECH REPORT) EXISTING SUBGRADE NOTE: 1. ALL PAVEMENT WORK SHALL COMPLY WITH SOILS INVESTIGATION/RECOMMENDATIONS PREPARED FOR THIS PROJECT. 2. ALL MATERIALS SHALL BE PROVIDED & ALL WORK BE PERFORMED PER STATE DEPARTMENT OF TRANSPORTATION STANDARDS. 3'-0" 6'-0" 6" 6" GALVANIZED STEEL PIPE PAINTED PER PAINT SCHEDULE 24" DIA. CONCRETE PIER. 18" DIA. BOLLARD DETAIL NTS 6" GALVANIZED STEEL PIPE FILLED W/ CONC. - SMOOTH TROWEL CROWN TOP 1" STL. BOTTOM CROWN FOOTING - 3:1 SLOPE 1 2" X 14" REBAR ANCHORS THROUGH PIPE BOTH WAYS 18" DIAMETER CONCRETE FOOTING 1'-0" UNO CONCRETE PAVEMENT SECTION NTS 6" CONCRETE PAVEMENT, 4,000 PSI 4" COMPACTED AGGREGATE BASE (REFER TO GEOTECH REPORT) EXISTING SUBGRADE NOTES: 1.PROVIDE EXPANSION JOINT MATERIAL WHERE CURB RAMP ADJOINS ANY RIGID PAVEMENT, SIDEWALK OR STRUCTURE WITH THE TOP OF JOINT FILLER PLUS SEALANT FLUSH WITH ADJACENT CONCRETE SURFACE. 2.SEAL JOINTS WITH AN APPROVED SEALING MATERIAL. 3.PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BROOMING TRANSVERSE TO THE SLOPE OF THE RAMP. EXTEND TEXTURE THE FULL WIDTH AND LENGTH OF THE CURB RAMP INCLUDING FLARED SIDE RAMPS. 4. CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB HEIGHT AND THE SIDEWALK PITCH. SEE TABLE A J-8/C-207 FOR TYPICAL RAMP DIMENSIONS. 5. WHENEVER POSSIBLE, CONSTRUCT THE TRANSITION SLOPE FROM THE CURB RAMP AND FLARE SIDES TO ADJOINING SURFACES WITH A GRADUAL CURVE RATHER THAN AN ABRUPT ANGLE. 6.ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 P.S.I. CONCRETE 1:1 2 M A X . S L O P E ( T Y P . ) CROS S - S E C TI O N WIDTH S A M E A S SI D E W A L K 5'-0" MI N. DE P R E S S E D WI D T H PE R SIT E P L A N HANDICAPPED RAMP DETAIL AND RAMP SCHEDULE NTS 1 : 10 1 : 10 1 : 12 1 : 12 1 : 12 1 : 12 1 : 12 1 : 12 1 : 12 1 : 12 1 : 12 CURB HEIGHT PLUS RISE OF SIDEWALK CROSS SLOPE USE ONLY WHEN SPACE LIMITATIONS PROHIBIT THE CONSTRUCTION OF 1 : 12 OR FLATTER SLOPES. 6.0 FT. 5.0 FT. 4.0 FT. 3.0 FT. 5.0 FT. 4.2 FT. 3.3 FT. 2.5 FT. 5.0 FT. 4.2 FT. 3.3 FT. 2.0 FT. 1 : 10 1 : 8 6" 5" 4" 3" SIDE FLARE DIMENSION AT CURB (1 : 12) SIDE FLARE DIMENSION AT CURB (1 : 10) NOMINAL RAMP LENGTH MAX. RAMP SLOPE MAX. RISE OF RAMP CURB RAMP DIMENSIONS EXISTING CONDITION 5.0 FT. 4.2 FT. 8" 11.0 FT. 12.0 FT. 10.0 FT. 9.0 FT. 8.0 FT. 7.0 FT. 6.0 FT. 5.0 FT. 4.0 FT. 3.0 FT. 10.0 FT. 9.2 FT. 8.4 FT. 7.5 FT. 6.7 FT. 5.8 FT. 3.3 FT. 2.5 FT. 12.0 FT. 11.0 FT. 10.0 FT. 9.0 FT. 8.0 FT. 7.0 FT. 6.0 FT. 5.0 FT. 4.0 FT. 3.0 FT.1 : 12 12" 11" 10" 9" 7" 6" 5" 4" 3" SIDE FLARE DIMENSION AT CURB (1 : 12) SIDE FLARE DIMENSION AT CURB (1 : 10) NOMINAL RAMP LENGTH (1 : 12) MAX. RAMP SLOPE RISE OF RAMP CURB RAMP DIMENSIONS NEW CONSTRUCTION TABLE A SIDEWALK AREA CURB DEPRESSED CURB COMPACTED SUBGRADE (REFER TO GEOTECH REPORT) COMPACTED SUBGRADE (REFER TO GEOTECH REPORT) 2'-0" 2'-6" 2'-0"6'-0" (2) U-SHAPED BIKE RACKS 2''-0" U-SHAPED BIKE RACK DETAIL NTS 1 2" X 14" REBAR ANCHORS THROUGH PIPE BOTH WAYS 8'-0" 6'-6"9"9" 10" 5" TWO 7'-8" LONG #4 REINFORCING BARS 30" LONG #6 REINFORCING BAR 7/8" DIA. HOLES FOR #6 REINFORCING BAR (ANCHOR PIN) TWO 7'-8" LONG #4 REINFORCING BARS 6" 3" 14" MIN. 10" 3" @ 45° (BOTH SIDES) 2" 2" EXISTING PAVEMENTRESURFACING2 1 #4 REINFORCING BARS (TYP.) 14" IS THE NORMAL SETBACK DISTANCE FROM A PAVEMENT EDGE. IN A REMOVED AND RESET OPERATION, THE BLOCK WOULD GO ON NEW OR RESURFACED PAVEMENT. HOWEVER, IT MAY BE NECESSARY ON SOME PROJECTS TO PLACE NEW BLOCKS ON EXISTING PAVEMENT. 1 2 ANCHOR PIN PLAN ELEVATION SECTION LEGEND: 1.ALL MATERIALS USED TO MANUFACTURE THE CONCRETE PARKING BLOCK SHALL BE IN ACCORDANCE WITH CMS 604. 2.THE MATERIAL REQUIREMENTS FOR THE ANCHOR PIN SHALL BE IN ACCORDANCE WITH CMS 509.02. 3.ALL #4 REINFORCING BARS SHALL BE EPOXY COATED AS PER CMS 509. 4.REINFORCING STEEL SHALL BE PLACED 2" CLEAR (MINIMUM) FROM THE SURFACE OF THE CONCRETE. 5.PAVEMENT WILL BE MADE AS ITEM SPECIAL, CONCRETE PARKING BLOCK, EACH AND INCLUDES REINFORCING STEEL AND ANCHOR PINS. NOTES: NTS BUMPER BLOCK DETAIL 6" NOTE: 1.ALL CONCRETE CURBS TO BE F'C 4000 P.S.I. CONCRETE AT 28 DAYS. 2.CURB EXPANSION JOINT SPACING IS 10"-0" MAXIMUM. FILL WITH 1 2" PREFORMED EXPANSION JOINT RECESSED 1 2 INCH BELOW TOP OF CURB. 3.MAXIMUM HEIGHT OF CURB TO PAVING IS 6".6"18"1" R1" R STRAIGHT CURB DETAIL NTS TOPSOIL PAVEMENT SEALER BITUMINOUS CONCRETE WEARING COURSE BITUMINOUS CONCRETE BINDER COURSE SUBBASE COMPACTED SUBGRADE CAST IN PLACE CONCRETE CURB #3 REBARS 4" MIN.8"4"2"18"6"6" XXXX 1/8" PER FOOT NOTE: 1.ALL CONCRETE CURBS TO BE F'C 4000 P.S.I. CONCRETE AT 28 DAYS 2.CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANSION JOINT SPACING 1" R INTEGRAL CURB & SIDEWALK DETAIL NTS BITUMINOUS CONCRETE WEARING COURSE BITUMINOUS CONCRETE BINDER COURSE TROWELED JOINT CONCRETE SIDEWALK SUBBASE #3 REBARS CONCRETE CURB COMPACTED SUBGRADE SUBBASE 6 x 6 x W1.2 x W1.2 WWM PAVEMENT SEALER 4" MIN. PER PLAN 6" 2" BOTTOM OF CURB GUTTER LINE TOP OF CURB CURB TAPER NTS C7.0 CONSTRUCTION DETAILS BAB AS NOTED Date Drawing No. Project No. Scale Checked Drawn Drawing Title 2020 CESO, INCc DateNo.Revisions/SubmissionsTJVVALVOLINE INSTANT OIL CHANGEGANDER DRIVE CHARLOTTESVILLE, VA 22901757280 03.06.2002.24.20OWNER REVIEW SET\\CESOINC.LOCAL\ROOT\DATA\PROJECTS\VALVOLINE\757280-CHARLOTTESVILLE, VA (GANDER RD)\03-CIVIL\PLAN\PLOT SHEETS\C7.0 CONSTRUCTION DETAILS.DWG - 6/9/2020 2:35 PM103.06.20INITIAL SITE PLAN REVIEW SET2COMMO N W E ALTH OF VI RGI NIAPROF ESSIONAL E N G IN EERFRESHNER Lic. No. 0402060785 ZACHARY DAVID06.16.20FINAL SITE PLAN AND WPO PLAN REVIEW SET31/2" 4" 12"12"18"18"4'-11"8'-6"2'-4"6"6"7'-0" MINA C4'-0"HANDICAPPED PARKING SIGNAGE DETAIL NTS SIGN A GALVANIZED NUTS & BOLTS TYP. SIGN B METAL SIGN POST 4" STEEL PIPE BOLLARD FILLED WITH NON SHRINK GROUT (WHEN IN FRONT OF PARKING SPACE) PAINTED TRAFFIC YELLOW SLOPE CONCRETE AWAY FROM POST SIDEWALK FINISHED GRADE 12" DIA. CONCRETE FOOTING COMPACTED SUBSOIL SIGN C B 12"6"06/16/2020 C7.1 CONSTRUCTION DETAILS BAB AS NOTED Date Drawing No. Project No. Scale Checked Drawn Drawing Title 2020 CESO, INCc DateNo.Revisions/SubmissionsTJVVALVOLINE INSTANT OIL CHANGEGANDER DRIVE CHARLOTTESVILLE, VA 22901757280 03.06.2002.24.20OWNER REVIEW SET\\CESOINC.LOCAL\ROOT\DATA\PROJECTS\VALVOLINE\757280-CHARLOTTESVILLE, VA (GANDER RD)\03-CIVIL\PLAN\PLOT SHEETS\C7.0 CONSTRUCTION DETAILS.DWG - 6/9/2020 2:35 PM103.06.20INITIAL SITE PLAN REVIEW SET2COMMO N W E ALTH OF VI RGI NIAPROF ESSIONAL E N G IN EERFRESHNER Lic. No. 0402060785 ZACHARY DAVID06.16.20FINAL SITE PLAN AND WPO PLAN REVIEW SET306/16/2020 ME VIOC GANDER DRIVE A = 2,080 SF; H = 28'-11" W WWSTMSTMSTMSTMSTMSTMSTMSTMUGTUGTUGTUGTUGTUGTUGTUGTFOUND 1/2" REBAR W/ LINCOLN CAP TBM #1 TBM #2 WWWWWWWW2''W 15" CPP 15" HDPE @ 1.8% (FROM APPROVED SITE PLAN) PROPOSED VALVOLINE GROUND LEASE-LINE OVERALL PARCEL BOUNDARY PROPOSED VALVOLINE GROUND LEASE-LINE OVERALL PARCEL BOUNDARY EWNB MH: 10 EWNB MH: 10 EWNB MH: 10 EWNB MH: 12 D1C4 MH: 20 SD2_BS MH: 20 SC5 MH: 20 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.8 1.1 1.1 1.1 0.6 0.4 0.3 0.3 0.2 0.1 1.7 2.0 1.0 0.9 1.3 2.2 2.9 2.8 1.3 1.5 1.5 1.6 2.4 4.3 6.3 2.4 0.9 2.2 4.2 4.5 2.6 2.1 2.3 4.5 6.8 0.6 1.2 1.1 3.8 2.8 5.4 4.3 1.3 0.5 1.0 2.3 2.7 2.4 3.1 2.9 1.6 0.2 0.6 1.2 5.1 2.4 2.2 2.5 2.5 1.6 0.9 0.5 1.2 2.3 2.2 1.8 1.6 1.3 0.9 0.5 1.0 1.7 2.5 3.6 2.8 2.1 1.7 1.3 0.9 0.6 0.6 1.0 1.6 2.1 2.4 5.5 1.6 1.5 1.3 0.9 0.9 1.9 2.1 2.0 2.1 1.7 1.1 1.1 0.6 1.0 2.0 2.2 2.4 2.7 1.5 3.3 1.4 1.2 1.1 0.7 2.0 2.2 1.8 1.9 1.8 1.6 1.8 1.8 1.8 1.6 1.3 1.1 1.8 1.8 2.5 2.4 2.3 1.6 1.3 1.5 1.5 1.4 1.1 1.9 2.3 2.2 1.9 2.2 1.3 1.0 1.0 1.1 1.6 2.0 2.0 1.9 1.5 1.0 1.1 1.2 1.1 1.0 0.5 0.8 0.4 0.9 0.3 0.4 0.2 4.7 3.7 3.5 0.2 0.9 5.3 4.5 3.5 2.5 0.3 2.4 2.4 5.2 2.4 0.6 2.3 4.4 5.8 1.6 1.3 2.1 2.3 1.7 0.3 0.1 ADJACENT COMMERCIAL DEVELOPMENT Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Description Lum. Watts 4 EWNB SINGLE N.A.1.000 1-EWNB0A47301NBLCKD 44 1 SD2_BS SINGLE N.A.1.000 1-EALP012D2AN750NDD1BLCKF WITH ELS-EAL-ABL-BLCK 93 1 SC5 SINGLE N.A.1.000 1-EALP012C5SM750NDD1BLCKF 67 1 D1C4 BACK-BACK N.A.1.000 2-EALP012C4AF750NDD1BLCKF 73 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Horiz Spill @ Prop Line Illuminance Fc 0.15 1.1 0.0 N.A.N.A. Pavement Area Illuminance Fc 1.93 6.8 0.2 9.65 34.00 Sidewalk Area Illuminance Fc 2.08 5.8 0.1 20.80 58.00 0 GRAPHIC SCALE (IN FEET) 20 20 40 C8.0 PHOTOMETRIC PLAN BAB AS NOTED Date Drawing No. Project No. Scale Checked Drawn Drawing Title 2020 CESO, INCc DateNo.Revisions/SubmissionsTJVVALVOLINE INSTANT OIL CHANGEGANDER DRIVE CHARLOTTESVILLE, VA 22901757280 03.06.2002.24.20OWNER REVIEW SET\\CESOINC.LOCAL\ROOT\DATA\PROJECTS\VALVOLINE\757280-CHARLOTTESVILLE, VA (GANDER RD)\03-CIVIL\PLAN\PLOT SHEETS\C8.0 PHOTOMETRIC PLAN.DWG - 6/11/2020 3:07 PM103.06.20INITIAL SITE PLAN REVIEW SET2COMMO N W E ALTH OF VI RGI NIAPROF ESSIONAL E N G IN EERFRESHNER Lic. No. 0402060785 ZACHARY DAVID06.16.20FINAL SITE PLAN AND WPO PLAN REVIEW SET3FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. POLE MOUNTED FIXTURES AT HEIGHT OF 20FT ABOVE FINISHED GRADE (MOUNTED HEIGHT OF FIXTURE INCLUDES POLE BASE) NOTE: THE PARCEL BOUNDARY LINE IS TREATED AS THE OVERALL PROPERTY BOUNDARY IN WHICH FOOT-CANDLES CANNOT EXCEED 0.5 F.C. WHEN ADJACENT TO A PUBLIC ROAD OR RESIDENTIAL AREA. THIS REQUIREMENT IS MET, AS SHOWN. ARCHITECTURAL REVIEW BOARD STANDARD NOTE: 1.EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 06/16/2020 06.16.20 06.16.20 06.16.20