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HomeMy WebLinkAboutARB202000035 Plan - Submittal (First) 2020-03-171-`� EXIT END -NORTH ELEVATION A202 / nts DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P. 770-917-9172 www.mrpdesign.com EXTERIOR FINISH LEGEND EF-1: EIFS SYSTEM, FINISH: SANDPEBBLE COLOR: SHERWIN WILLIAMS SW7001 MARSHMALLOW BR-1: BELDEN BRICK COMPANY, 5/8" THICK MODULAR THIN BRICK 2 COLOR: FROSTED WHITE LSTN-1: HORIZON STONE COLOR: SMOKEY MOUNTAIN - HANDCRAFTED d STN-2: HORIZON STONE LEDGE CAP u COLOR: MATCH "SMOKEY MOUNTAIN" ACM-1: REYNOBOND (OR EQUAL) 5 COLOR: BLACK [6] MTL-1: METAL SHADE AWNING COLOR: SHERWIN WILLIAMS SW6258 TRICORN BLACK FMTL-2: MBCI LOCKSEAM DECK, 12" X 22 GA. COLOR: STRIATED BURNISHED SLATE ALUM/GLASS-1: ALUMINUM AND GLASS ALUM COLOR: DARK BRONZE; GLASS COLOR BRONZE HOLLOW MTL: METAL DOOR AND FRAME 9 COLOR: SHERWIN WILLIAMS SW6006 BLACK BEAN 10 CLOPAY METAL OVERHEAD DOOR SERIES, MODEL 902/903 ALUM COLOR: DARK BRONZE; GLASS COLOR BRONZE EQUIPMENT ROOM SIDE - WEST ELEVATION nts 8 u 1-`� ENTRANCE END -SOUTH ELEVATION A201 / nts DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P. 770-917-9172 www.mrpdesign.com EXTERIOR FINISH LEGEND 2\TUNNEL SIDE -EAST ELEVATION A201 / nts EF-1: EIFS SYSTEM, FINISH: SANDPEBBLE COLOR: SHERWIN WILLIAMS SW7001 MARSHMALLOW 2 BR-1: BELDEN BRICK COMPANY, 5/8" THICK MODULAR THIN BRICK COLOR: FROSTED WHITE STN-1: HORIZON STONE COLOR: SMOKEY MOUNTAIN -HANDCRAFTED 4 STN-2: HORIZON STONE LEDGE CAP COLOR: MATCH "SMOKEY MOUNTAIN" ACM-1: REYNOBOND (OR EQUAL) COLOR: BLACK MTL-1: METAL SHADE AWNING COLOR: SHERWIN WILLIAMS SW6258 TRICORN BLACK 7 MTL-2: MBCI LOCKSEAM DECK, 12" X 22 GA. COLOR: STRIATED BURNISHED SLATE ALUM/GLASS-1: ALUMINUM AND GLASS ALUM COLOR: DARK BRONZE; GLASS COLOR BRONZE HOLLOW MTL: METAL DOOR AND FRAME COLOR: SHERWIN WILLIAMS SW6006 BLACK BEAN 10 CLOPAY METAL OVERHEAD DOOR SERIES, MODEL 902/903 ALUM COLOR: DARK BRONZE; GLASS COLOR BRONZE NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. C 0 BRICK VENEER TO MATCH BLDG 6" DIA. STEEL BOLLARDS W/ CONC. FILL (TYP.) rD A301 4" 8" 10'-8" 8" co 2'-10" 5-0" 2'-10" .i Z6" CONC. SLAB W/ 6 x 6 10/10 WWM ON 6 MIL VAPOR 8" C.M.U. WALL — BARRIER OVER CLEAN, WELL COMPACTED FILL (3500 P.S.I. CONC.) —7 �' 11 8" 1 , / 1 1 '-4" 1 11411 10 1 /FIELD VERIFY 1 / 12'-8" A A301 DUMPSTER ENCLOSURE PLAN A301 nts DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P. 770-917-9172 www.mrpdesign.com 1- #5 VERT. IN CONC. i FILLED CELL WHERE SHOWN AND AT 48" O.C. MAX B A301 PRECA: WITH SL BRICK MATC (TYP) n A IA 1=r 0Tr 1 CK ETC P) A DUMPSTER ENCLOSURE ELEVATION A301 nts PRECAST CONCRETE \A/ITI 1 CI /lnrn T/ln B DUMPSTER ENCLOSURE ELEVATION A301 J nts PRECAST CONCRETE PRECAST CONCRETE \A/ITLI CI /"1DCPl Tt-10 %A/ITLJ CI rNDCI1 T/'lD c DUMPSTER ENCLOSURE ELEVATION A301 J nts "p DUMPSTER ENCLOSURE ELEVATION A301 J nts M Ji Eb --A V 1, wn, w x I 4_ AN = I 016r 1% iv Jr p sum *%riR PF Ti -IT Pt P4 -4 I 4F' 14� 71 A'- r 171 YE A' On_ ArT— _ L Oi A+' 7 A' nii Oi A+, Cl All r,i oil Oi nip Ai r"" Oi nii r,i Oi, Cl A'- 1 ni nii Zi nii Oi nip r _ _ 1-n-rvl _ Oi n'i ni All DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P. 770-917-9172 www.mrpdesign.com FLOOR PLAN A101 J nts CONSTRUCTION NOTES: 1. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE PROJECT, READY TO USE, AND ALL ITEMS NECESSARY FOR A COMPLETE AND WORKABLE JOB SHALL BE FURNISHED AND INSTALLED. ANY DISCREPANCY SHALL BE IMMEDIATELY REPORTED TO THE OWNER OR HIS REPRESENTATIVE. 2. NOTIFY THE INSPECTOR OF THE LOCAL GOVERNING AUTHORITY 24 HOURS BEFORE EVERY PHASE OF CONSTRUCTION. 3. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR, AT HIS EXPENSE, UNLESS ALREADY OBTAINED BY THE OWNER. 4. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL UNDERGROUND UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBING CURBING, PAVING, AND ALL OTHER UTILITIES. 5. THE EXISTING UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE DRAWINGS. THE UTILITIES SHOWN ARE THOSE LOCATED BY THE SURVEYOR OF RECORD. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATION OF THE UTILITIES SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF WORK. ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 6. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT PRIOR CONSENT OF THE ENGINEER AND THE MUNICIPALITY MAY CAUSE FOR THE WORK TO BE UNACCEPTABLE. 7. ALL MATERIALS SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS ARE AUTHORIZED BY THE OWNER. 8. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AROUND THE WORK AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION. 9. ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNER TO THE ENTIRE SATISFACTION OF THE OWNER, AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 10. THE CONTRACTOR SHALL PROVIDE SHEETING AND SHORING FOR ALL TRENCH CONSTRUCTION IN ACCORDANCE WITH OSHA GUIDELINES. 11, ALL PIPE LENGTHS SHOWN ARE TO THE CENTERLINE OF THE STRUCTURES UNLESS SPECIFICALLY NOTED. 12. PIPES (STORM AND SANITARY SEWER) SHALL BE LAID ON SMOOTH, CONTINUOUS GRADES WITH NO VISIBLE BENDS AT THE JOINTS. 13. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUM REQUIRED FOR RELATIVELY DRY STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE REQUIRED FOR ROCK TRENCHES TO PROVIDE SUCH ADDITIONAL BEDDING AS REQUIRED TO PROPERLY CONSTRUCT WORK. 14. ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE METAL RING AND COVER FOR ACCESS. 15. ALL ANGLES SHOWN ARE 90 DEGREES UNLESS SHOWN OTHERWISE. 16. ALL GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL VERIFY DIMENSIONS, GRADES, AND EXISTING ELEVATIONS PRIOR TO CONSTRUCTION. 17. CONCRETE CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS SHOWN ON PLANS. MATERIALS, EQUIPMENT, METHODS OF CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO STATE D.O.T. STANDARD SPECIFICATIONS. 18. ALL CONCRETE SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AFTER 28 DAYS, WITH A MAXIMUM SLUMP OF FOUR (4) INCHES, UNLESS SPECIFIED OTHERWISE. 19. ALL EXPOSED CONCRETE SHALL HAVE A FINE HAIR BROOMED FINISH. 20. PARKING AND DRIVEWAY BASE COURSE AND ASPHALTIC CONCRETE SURFACE AND PRIME MATERIALS, EQUIPMENT, METHODS FOR CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO STATE D.O.T. STANDARD SPECIFICATIONS. 21. CONTRACTOR TO FIELD VERIFY ALL STORM, SANITARY, WATER AND OTHER UTILITIES LOCATIONS AND INVERTS PRIOR TO INSTALLATION OF ANY UTILITIES. NOTIFY ENGINEER PRIOR TO PROCEEDING WITH ANY WORK IF DISCREPANCIES FOUND. 22, THE USE OF CONCRETE THRUST BLOCKS FOR THE INSTALLATION OF WATER MAINS IS STRICTLY PROHIBITED. PRESSURE PIPE FITTINGS AND OTHER ITEMS REQUIRING RESTRAINT SHALL BE RESTRAINED USING METHODS SPECIFIED IN SECTION 3.8 OF THE CITY'S TECHNICAL STANDARD SPECIFICATIONS. THE PREFERRED METHOD OF RESTRAINT IS THROUGH THE USE OF "MEGA -LUGS" OR "MJR" DEVICES. 23. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. WATERSHED NOTE: THE PROPERTY IS LOCATED IN THE IN THE SOUTH FORK RIVANNA WATERSHED WHICH IS NOT A WATER SUPPLY WATERSHED, HOWEVER THIS INFORMATION MUST BE NOTED ON THE PLAN. SIGNATURE PANEL: DATE: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION EARTHWORK SPECIFICATIONS: CLEARING AND GRUBBING • CLEARING AND GRUBBING SHALL CONSIST OF CLEARING THE SURFACE OF THE GROUND OF THE DESIGNATED AREAS OF ALL TREES, LOGS, SNAGS, BRUSH, UNDERGROWTH, HEAVY GROWTH OF GRASS, WEEDS, FENCE STRUCTURES, DEBRIS AND RUBBISH OF ANY NATURE, NATURAL OBSTRUCTIONS SUCH AS OBJECTIONABLE SOIL MATERIAL UNSATISFACTORY FOR FOUNDATIONS. IT SHALL ALSO CONSIST OF GRUBBING OF STUMPS, ROOTS FOUNDATIONS AND DISPOSAL OF ALL SUCH MATERIAL. ALL HOLES REMAINING AFTER THE GRUBBING OPERATION IN EMBANKMENT AREAS AND IN EXCAVATION AREAS LESS THAN TWO (2) FEET IN DEPTH, SHALL HAVE SIDES BROKEN DOWN AND LEVELED IF NECESSARY TO FLATTEN OUT SLOPES, REFILLED WITH ACCEPTABLE MATERIAL THAT IS PROPERLY COMPACTED IN LAYERS BY TAMPERS, ROLLERS OR CONSTRUCTION EQUIPMENT. • BURNING ON SITE IS NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE LOCAL GOVERNING AUTHORITIES HAVING JURISDICTION. EXISTING TREES OUTSIDE OF GRADING LIMITS LINE: • TREES AND VEGETATION TO BE SAVED SHALL BE PROTECTED FROM DAMAGE BY A FENCE BARRICADE PRIOR TO, OR DURING, CLEARING OPERATIONS. TREES TO BE REMOVED FROM THE AREA OUTSIDE THE LIMITS OF GRADING OR FROM SPECIFICALLY DESIGNATED AREAS WITHIN THE CONSTRUCTION AREAS. IF, IN THE OPINION OF THE ENGINEER, A CONTRACTOR DAMAGES A TREE NOT TO BE REMOVED, THE CONTRACTOR WILL BE FINED A PREDETERMINED AMOUNT FOR EACH DAMAGED TREE. THE CONTRACT SHALL ALSO BE RESPONSIBLE FOR ALL COSTS ASSOCIATED IN REMOVING THE DAMAGED TREE FROM THE SITE. FILL: • ALL VEGETATION SUCH AS ROOTS, BRUSH, HEAVY GROWTH OF GRASS, TOPSOIL, ALL DECAYED VEGETABLE MATTER, RUBBISH, AND OTHER UNSUITABLE MATERIAL WITHIN THE AREA UPON WHICH FILL IS TO BE PLACED SHALL BE STRIPPED OR BE OTHERWISE REMOVED BEFORE THE FILL OPERATION IS STARTED. IN NO CASE SHALL UNSUITABLE MATERIAL REMAIN IN OR UNDER THE FILL AREA. SLOPED GROUND SURFACE STEEPER THAN ON VERTICAL TO FOUR HORIZONTAL, ON WHICH FILL IS TO BE PLACED, SHALL BE PLACED, STEPPED OR BENCHED IN SUCH A MANNER THAT THE FILL TO BE PLACED SHALL BE 97 PERCENT OF THE MAXIMUM LABORATORY DRY DENSITY ACCORDING TO STANDARD PROCTOR (AASHTO T99, ASTM D-698). MOISTURE CONTENT SHALL BE WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. PROOF ROLL THE AREAS TO BE FILLED OR ON WHICH STRUCTURES ARE TO BE PLACED. A LOADED DUMP TRUCK OR OTHER RUBBER TIRED EQUIPMENT SHALL BE USED FOR PROOF ROLLING. OVERLAPPING PASSES OF A VEHICLES SHOULD BE MADE ACROSS THE SITE IN ONE DIRECTION AND THEN PERPENDICULAR TO THE ORIGINAL DIRECTION OF ROLLING. • ANY YIELDING, PUMPING OR SOFT AREAS SHOULD BE CUT OUT AND REPLACED WITH FILL COMPACTED AS DESCRIBED HEREIN. • THE PROPOSED FILL SHOULD BE LIMITED TO SOILS CLASSIFIED IN ACCORDANCE WITH ASTM D-2487 AS GM, GC, SW, SM, SC, ML AND CL. SOIL CLASSIFIED AS PT, OH, OL, CH AND MH ARE NOT SATISFACTORY AS COMPACTED FILL. • FILLS AND EMBANKMENTS SHALL BE CONSTRUCTED AT THE LACTATIONS AND TO THE LINES AND GRADES INDICATED ON CONSTRUCTION PLANS. THE SLOPE SHALL NOT EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (3 FOOT HORIZONTAL TO 1 FOOT VERTICAL IN THE PUBLIC RIGHT OF WAY). THE COMPLETED FILL SHALL CORRESPOND TO THE SHAPE OF THE TYPICAL SECTIONS INDICATED ON THE CONSTRUCTION PLANS. MATERIAL REMOVED FROM THE EXCAVATION SHALL BE USED IN FORMING THE FILL. FILL MATERIAL SHALL BE REASONABLY FREE FROM ROOTS, OTHER ORGANIC MATERIAL, TRASH AND STONES HAVING MAXIMUM DIMENSIONS GREATER THAN 6 INCHES (4 INCHES IN TRENCHES FOR UTILITIES). NO FROZEN MATERIAL WILL BE PERMITTED IN THE FILL. STONES HAVING A MAXIMUM DIMENSION OF 4 INCHES WILL NOT BE PERMITTED IN THE UPPER SIX INCHES OF FILL OR EMBANKMENT OR UTILITY TRENCH. THE MATERIAL SHALL BE PLACED IN SUCCESSIVE HORIZONTAL LAYERS NOT MORE THAN 8 INCHES THICK, UNLESS OTHERWISE NOTED, IN LOOSE DEPTH FOR THE WIDTH OF THE CROSS-SECTION AND SHALL BE COMPACTED TO AT LEAST 97 PERCENT OF THE MAXIMUM LABORATORY DRY DENSITY ACCORDING TO STANDARD PROCTOR (ASTM D-698, AASHTO T-99). MOISTURE SHALL BE WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. THE TOP 12 INCHES OF THE PAVING, PARKING AND/OR ROADWAY SUB -GRADE SHALL BE COMPACTED TO 97 PERCENT OF THE MAXIMUM DRY DENSITY (STANDARD PROCTOR). EACH LIFT SHALL BE ROLLED WITH A VIBRATORY ROLLER, A SHEEPSFOOT ROLLER, OR A LOADED RUBBER TIRED DUMP TRUCK, SCRAPER OR LOADER. IF THE SOIL IS TOO DRY, A WATER TRUCK WITH SPREADER BAR OR SPRAY HOSE SHALL BE USED TO BRING THE SOIL TO THE PROPER MOISTURE RANGE. THE WATER SHALL BE THOROUGHLY AND PROPERLY MIXED WITH THE SOIL PRIOR TO COMPACTION. • STORM DRAIN PIPES SHALL BE PLACED ON FIRM BOTTOM AND HAND TAMPED TO SAFE UP THE PIPE. A CUSHION OF SOIL SHALL BE TAMPED ABOVE THE CROWN OF THE PIPE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS SO THAT THE HEAVIER COMPACTION EQUIPMENT CAN THEN BE USED TO BRING THE SOIL TO A DENSITY AS DESCRIBED ABOVE FOR FILL AREAS. • IF SOILS INVESTIGATION REPORT IS PROVIDED, THEN FOLLOW THE RECOMMENDATIONS OF THE REPORT IF THEY EXCEED THE RECOMMENDATIONS OF THESE SPECIFICATIONS. TOPSOIL: • UNLESS OTHERWISE SPECIFIED, AREAS DESIGNATED FOR GRADING OPERATIONS THAT CONTAIN A BLANKET OF TOPSOIL SHALL BE STRIPPED AND PLACED IN CONVENIENT STOCKPILES FOR LATER USE AS A TOPSOIL BLANKET ON THE NEW GRADED AREAS SPECIFIED HEREIN, OR AS DESIGNATED. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS DESIGNATED TO RECEIVE FILL. THE STRIPPING OF MATERIAL FOR TOPSOIL SHALL BE CAREFULLY DETERMINED AND ONLY THE QUANTITY REQUIRED SHALL BE STOCKPILED. MATERIAL STOCKPILED SHALL BE STORED IN A SATISFACTORY MANNER TO AFFORD PROPER DRAINAGE. WHEN GRADING OPERATIONS PERMIT, INSTEAD OF STOCKPILING, THE TOPSOIL SHALL BE HAULED AND SPREAD DIRECTLY ON THE AREAS DESIGNATED TO RECEIVE TOPSOIL. ROCK EXCAVATION: • IF ROCK IS ENCOUNTERED, CLEAR AWAY EARTH TO EXPOSE MATERIAL. NOTIFY OWNER AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO EXCAVATION. REMOVE ROCK TO A DEPTH OF 6 INCHES BELOW AND 8 INCHES ON EACH SIDE OF PIPES IN TRENCHES. A MEASUREMENT OF EXTENT OF ROCK TO BE REMOVED SHALL BE MADE. ROCK EXCAVATION SHALL BE PAID FOR IN ACCORDANCE WITH AGREEMENT WITH THE OWNER. SITE DEVELOPMENT PLANS FOR )N4 DEVELOP CAR WASH CLIENT W4 DEVELOPMENT PROJECT LOCATION MENT 2100 RIO HILL CENTER CHAR LOTTESVI LLE, ALBEMARLE COUNTY VI RG I N IA 22901 TAX PARCEL ID # 045 00-00-00-09 3 CO APPLICATION REFERENCE # SDP20190052 VSMP PLAN # WP0201900067 RIO MAGISTERIAL DISTRICT JANUARY 30, 2020 / 45 760 45-16 :'Plo0. ?gap 15 85 es 45-68 45.60C g sJ 1C C 83. �m r� 45;? n v a� 45 e4A+ �i~`` mzOEg7 o-0Ai °4_B Yr� in. Op s as-69cm \4 0 Poa -3 �o ! 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PROJECT NOTES: DEVELOPER: W4 Development 2500 Daniell's Bridge Road Building 200, Suite 3A Athens, Georgia 30606 Contact: Greg DeBacker Tel. (706) 548-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road - Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. jeff@carterengineering.net Tel. 770-725-1200 SHEET INDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 EXISTING CONDITIONS & DEMO PLAN 3 SITE PLAN 4 UTILITY PLAN 5 GRADING PLAN 6 PHASE 1 EROSION CONTROL PLAN 6.1 PHASE 2 EROSION CONTROL PLAN 7 EROSION CONTROL DETAILS 8 STORMWATER CALCULATIONS AND PROFILES 9 STANDARD DETAILS 10 ADA ACCESS PLAN 11 ADA DETAILS 12 LANDSCAPE PLAN 13 LANDSCAPE DETAILS 14 OUTDOOR LIGHTING PLAN REVISION BLOCK REV. NO. DATE DESCRIPTION 1 07/05/19 ARCHITECTURAL REVIEW BOARD SUBMITTAL 2 08/21/19 SITE DEVELOPMENT PLAN REVIEW 3 11/11/19 VSMP/WPO COMMENTS 4 12/16/19 ADDRESS COMMENTS 5 01/21/20 VSMP ADDRESS COMMENTS 6 01/30/20 ARCHITECTURAL ADDRESS COMMENTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road Suite 2000 Watkinsville, GA 30677 P: 770-725-1200 F: 770-725-1204 www.carterengineering.net �p,LTH cZ AMES J TER'-" 0, \V NAL DATE: 1.30.20 24-HOUR CONTACT: Greg De6acker (706) 548-1151 Project Tract = 1.05 acres Disturbed area = 0.99 acres Total Impervious Area = 0.66 acres Project Site Location: Lat 38.087836' Long-78.471183' DEMOLITION NOTES: 1. THE LOCATIONS OF ALL EXISTING FACILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ON SITE LOCATIONS OF EXISTING UTILITIES. 2. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION AND EQUIPMENT REQUIRED FOR THE ORDERLY DEMOLITION AND REMOVAL OF EXISTING CURB AND SIGNS AS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. A. DEMOLITION AND REMOVAL OF EXISTING ON SITE ASPHALT, CONCRETE PAVING, AND CURBING TO DEMOLITION LINE SHOWN. 3. ALL EXISTING CURB AND SIGNS INDICATED ON THE DRAWINGS TO BE REMOVED SHALL BE DEMOLISHED AND REMOVED BY THE CONTRACTOR. REMOVE NO STRUCTURE SUBSTANTIALLY AS A WHOLE. DEMOLISH COMPLETELY ON THE PREMISES. 4. ALL EXISTING SEWERS, PIPING, UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. 5. PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES. EXECUTE THE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY AND PREVENT INTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT BUILDINGS. STREETS AND SIDEWALKS SHALL NOT BE BLOCKED BY DEBRIS AND EQUIPMENT. 6. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING THE DEMOLITION/EXCAVATION PROCESS. 7. DISPOSAL A. REMOVE AND LEGALLY DISPOSE OF ALL OTHER RUBBISH, RUBBLE, AND DEBRIS. COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS GOVERNING DISPOSAL OF WASTE AND DEBRIS. THE LOCATION OF THE APPROVED SITE MUST BE INCLUDED IN THE SWPPP BOOK. 8. PAVEMENT REMOVAL A. WHERE EXISTING PAVEMENT IS TO BE REMOVED, SAW -CUT THE SURFACING LEAVING A UNIFORM AND STRAIGHT EDGE WITH A MINIMUM OF DISTURBANCE TO THE REMAINING ADJACENT SURFACING. IF CONSTRUCTION RESULTS IN RAVELING OF THE SAW -CUT SURFACE, RECUT BACK FROM THE RAVELED EDGE PRIOR TO RESTORATION. B. WHERE EXISTING PAVEMENT, CURB, CURB AND GUTTER, SIDEWALK, DRIVEWAY OR VALLEY GUTTER IS REMOVED FOR THE PURPOSE OF CONSTRUCTING OR REMOVING BOX CULVERTS, PIPE, INLETS, MANHOLES, APPURTENANCES, FACILITIES OR STRUCTURES, SAID PAVEMENT, ETC., SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAN THE ORIGINAL, CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS, EQUIPMENT, TOOLS, SUPPLIES, AND OTHER EQUIPMENT AS REQUIRED. 9. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 10.PERMITTING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY REQUIRED PERMITTING FOR DEMOLITION FROM RESPONSIBLE REGULATIONS AND FULLY ACKNOWLEDGE AND COMPLY WITH ALL REQUIREMENTS PRIOR TO COMMENCING DEMOLITION WORK. 11.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR THIS PROJECT. THE CONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL EXAMINE ALL OF THE INFORMATION WITHIN THESE DOCUMENTS: ALL DISCREPANCIES AND/OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BID SUBMITTAL. 12.CONTRACTOR SHALL LIMIT ALL DEMOLITION ACTIVITY TO THAT AREA DELINEATED IN THE DRAWING, ALL OTHER EXIST. UTILITIES INCLUDING: STORM DRAINAGE, GAS, ELECTRIC, TELEPHONE, AND WATER & SEWER SHALL BE PRESERVED & PROTECTED. PK NAIL\ f 1 0 � I � \ I \ \ \\ \\ \ I I 4 I 1 I \ \ A \\ \ 1 I I I I ,.; 1 I II II I II I I II/� I I I I 00 I I 41 � I II`T6�I PIN€ IgIIN I� I I III II �� SCT RIO HILL, LLC, C/O ROSENTHAL PROPERTIES II I II II II I I1� I II v TM# 04500-00-00-094A0 II II I II II II 1 II IV I DB 4134, PG 199 I I I I I I I ZONING: PD-SC I I I I <C l' PRESENT USE: UNDEVELOPEDIILC T I I II I II II I I II I I II I I I I I II I I��-- I IIIIIIIIIII EXISTING LIGHT POLE TO BE REMOVED. REMOVE LINES AS NECESSARY (TYPICAL) / I I I I EX INV. OUT WITH FLARED END SECTION=470.4' Z/\� _EX_ ' TOP _4 5'_ I - 4-8 J �` ---------/-------��DT�op tldL$r TOP=486.1' INV. IN =475.3' ' -485 — — - --- --------------- S24' 1 EXISTING LANDSCAPE TO BE REMOVED (TYPICAL) EX GRATED DROP INLET TOP=484.3' INV. IN=475.8' INV. OUT=475.7' U.S. ROUTE 29 (SBL) SEM/NOLE TRAIL (VAR/ABLE WIDTH) SCT RIO HILL, LLC, C/O ROSENTHAL PROPERTIES TM# 04500-00-00-094AO DB 4134, PG 199 ZONING: PD-SC PRESENT USE: UNDEVELOPED LOT TOPv = 487!1 LL I INV. OUT (15" RCP) 481.4' A = 8!06'15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S59'24'42"E EXISTING STRUCTURE TO BE DEMOLISHED AND REMOVED. DISPOSE OF IN APPROVED LANDFILL. Q W Lo Q EXISTING 1" WATER METER ----------------------------- A EX 15" RCP 0P"b4813.2LET INV.. IN=482.3' INV. OUT=481.3' UG E - - UG E �� EX JBOX EXISTING SIGN AND LANDSCAPE. DEMOLISH AND REMOVE (DISPOSE OF IN AN APPROVED LANDFILL) / 45-]a"las T6aM'a��%2P 4 BI aa',, a56b /:81 sF-sac 4511 �"f5 BS fS aS 64'4 ��//// aessct Gue 45 8T'45-a 6A % 45-6aA Y ' mA 43-86 E1-NB-�0 $ h ah 45 9mA 45 88 � 45-112C % 4528 /`)— pB •a' 1� r���1 h� fo (11 Q, 45-189E t51©9 Yh^� ^O -111 45B1-as-OA-/T \[ SP6y�j9: AJ"Or Hurt p9% 45-93A V i5 27A 43-9$A old y-0.'�l 45-94 f TV. 6C�t pjo-0 a5UN1 ��Jdllfla�Ok' '1 -0M ] aT, a5 i !4-0�s r�0 -4aAt R/1/ue J e.l�p�A�. LS 1 I 4ge` Z",b _ yM1 �y .CI Sr i r f ,. -,: `d *%"" g°6 °ago `-J i cY/ q �? h Y/ US %s % i?,' $5-105 P 9� 63 a6-0�4ielbp b \ /` �,r` tYGd- 3 p� 46 pJ$i/ W M1Cf 45 -i a2 oa5 -,m4B5 �/ - 4� a; 43-E02A aS� �g`F WaT'is GDjN .Sh jd��`` ��qS. a\ C�SA. Fpyq .ySG-82- � d3 pay 6i-12m ^M1 Bi- 3 ,� 4Ya6� On ';' 12 ° e LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: W4 Development 2500 Daniel's Bridge Road Building 200, Suite 3A Athens, GA 30606 Contact: Greg DeBacker Phone: (706) 548-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Parcel No.: #04500-00-00-093C0 Conditional Approval: ZMA 1987 - 00007 and SDP 1988- 00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Front:30-feet Rear:20-feet Side: 15-feet Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. 5 v v Know what's b e l ow Call before you dig dial 811 2 F m Z V) W V7 Q LU 0 Ov O � H m z Z ,,, Ln QLU W w Z Z 0 K Z U Q J W cWc cW J G G N O 0 F 0 0 w O a~ > N N w ~ M W O W W Q d N 2 Y U U w or H V) CC 0 o a a a> a J m Ql Ql M M O O z \ \ -1 \ -1 \ N \ f V \ H O N -1 ­1 N m _LD N o 0­1 ­4 0 0 W oC xt .-4 N m -zt to �0 p,LTH AFL �� cz AMES J TER0. Nv "IMAL 'I-' DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net J z C0 z> Lu J J z �N UJ LU r_ O 0 G ^ 11 L. O Q O W \ U LU CLU / J LU Z LU 0 LU U J J LU O O O LU � N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SH EET TITLE: EXISTING CONDITIONS & DEMO PLAN SHEET NUMBER: PROJECT NUMBER: 19016W4D DATE: 01/30/20 SITE PLAN NOTES • Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. • Visible light transmittance (VLT) shall not drop below 40%. Visible light reflectance (VLR) shall not exceed 30%. • Retaining walls greater than 3 feet in height require a separate building permit. Walls exceeding 4 feet in height require a stamped engineering design. Walls require inspections as outlined in the USBC. • Accessible parking spaces and access isles shall not have a surface slope greater than 1:48. Access isles shall be at the same level as the parking space they serve. • ALL water lines, sewer lines, and fire lines form the main to the structure MUST have a visual inspection performed by the building department. • All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. • Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required if positive for such. Contact VDOLI for additional requirements and permits for demolition plan. • A knox box is required for the project structure and can be coordinated with the local fire marshals office. PROPOSED DUMPSTER ENCLOSURE WITH HEAVY DUTY DUMPSTER CONCRETE PAD. SCT RIO HILL, LLC, C/O ROSENTHAL PROPERTIES TM# 04500-00-00-094AO DB 4134, PG 199 ZONING: PD-SC PRESENT USE: UNDEVELOPED LOT 1 PROPOSED DIRECTIONAL ARROW (TYP.). r AUTO SENTRY AND GATE / CONCRETE ISLAND (TYP.) MOVEABLE BOLLARD OR , TRAFFIC CONE (TYPICAL) S I I I I GRATED DROP INLET TOP=488.7' INV. OUT=479.5° SCT RIO HILL, LLC, C/O ROSENTHAL PROPERTIES TM# 04500-00-00-094AO DB 4134, PG 199 ZONING: PD-SC PRESENT USE: UNDEVELOPED LOT RIO HILL CENTER I PROPOSED RETAINING WALL / ) PROPOSED RETAINING WALL MAX HEIGHT= 3' , EJ N MAX HEIGHT= 3' rn -- 0'r / VAC PRODUCER Tr CONCRETE / 2'r 2�d 5'r ----- --i-, / 12' 3'r I ---, -T- 'r --- I 3'r 1- - I / 15'r CONCRETE -- / O I rev / o i N I VAC -BOOM CANOPY (TYP.) I I -~ r \\ 3' EX INV. OUT WITH FLARED (3) EMPLOYEE PARKING / END SECTION=470.4' / h L 2 ' i 15'r 1S,' 23'r CONCRETE \ 12' PAVEMENT EX SSMH ' TOP=488.5' I 1E = 484.8' --cc---ss---�-- �. OHP OHP OHP HHP OHP -OH\\ D OHP O / EX DROP INLET 4TOP=486.1' 7S p . INV. IN =475.3' - - NV. OUT-474.1' - -- -- -- -- -- S24' 19' 26"W uc r uG r -uc r- - -UG T- - -UG i- 15' CONCRETE A 30 VAC -BOOM PARKING SPACES VAC -BOOM STATION (TYP.) 119 19 28 19-- I 1 CONCRETE PAVEMENT I 3'r� 12'ir 12'r fl lO I N VAC PRODUCER I � I I 3 PROPOSED DIRECTIONAL ARROWS (TYP.). PROPOSED DIRECTIONAL ARROWS (TYP.). 0 = T06'15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S59'24'42"E PAVEMENT - (2) 12' X 18' H/C CONC. PARKING SPACE W/ T WIDE P I -- VAC BOOM CANOPY (TYP.) STRIPED UNLOADING VAC PRODUCER r ji I I Q H/C RAMP TYPE I (TYP) ----- LIT I O Or: © © 43' �8 r M - - i e 7' 0" CONCRETE SIDEWALK 15, e I I Q Q H/C RAMP TYPE 1 (TYP) 0 0 ® I e EXISTING 1" WATER METER �- H/C RAMP TYPE 1 (TYP) LEVEL LANDING AREA I PROPOSED T SIDEWALK / PROPOSED CARWAS H 31 16' - ----- EX 15'" -RCP-------------- 4,231 S.F. F.F.E. = 492.00 EX DROP INLET TOP=488.2' 8'r j 3 INV. IN 482.3' INV. OUT=481.3' 125' TUNNEL OHP OHP OHP HHP OHP OHP OHP HF'� \, OHP EX JBOX OHP UG E- UG E -- EX 15" RCP - --- --- ----_ _--------_-_ _ __ _ ----------- - 214.98r EX MANHOLE - - NOT C -_ I p_p r_ FOUND I_ cry r - uc r Uc r - - - UG r p O C. � �✓ � � p / p p EX GRATED DROP INLET TOP 484.3' INV. IN=475.8' INV. OUT=475.7' i U.S. ROUTE 29 (SBL) SEM/NOLE TRAIL (VAR/ABLE WIDTH) EX DROP INLET I TOP=487.1' INV. OUT (15" RCP) 481.4' I I Know what's below Cal before you dig QN- dial 811 �4576aM'0��%2P 45.58G Bap q$J 2f e Pa in 4S 84^r P4 451 5 �� BSFS '4 "1, �[1 PV�BI� ���///!!! 0 4' p Ga rl-s6roak=,{yr--_s' 45-ii2 2^ 4e 45 8T �-8 �' 45-68A 0 45889 43-712(: R's 5 �_ M1 %q^ 45H101 08-1? J 4 @ nU 45-9mA 45 88 �G� 45-172C `1 JagJ d* `e=m pyW d Q 45 C` 9 98 q1 PyCt O �X�ryv 4528 / 7Pye, �tr�� 90 45-29A6 45 9i 45-109E t51©9 ��il ii1 45mB1-05-0A//4 a\jil'yPr.9. Y 4 / 35BT-Oti-PA- Agnor Hurt ant 45-"A V1 9�Q7�9. T2g4 -10 45-27A C Jig ere:R�'vP��[h5' lot-alN 45-95 h +,5 ! �,rio % `,4d5C mi OM= "`• 45 94 45-94A %MP% n-03 a.` P o a:NlBbd�raok 4s`c 'oM.r :Rsr iz as'> -!>-AT o s 95-su4r Rloxrylll.C.+t ' ceJ�°Dxs a �' L 4s ra Ise ° v? 5°. ,� ' / r '\s;4. J ,,1 M a5r ova �-ZN 7 1 k oA -s: �° . �.�> G Yers.Dr, � o s o a r+ 4 c, a.5-s411 J dlg-.ryr�fl. ,' aryl/ o��`�rl\1[alaymG}or or•.r 1 y�)o�,�/� F6 F•/ 'nry iF v �` � *%'� 45'10 P r(\ 0D 09 `Sb4 b ✓air'°,, ti 1 PySi '+il Cf � 35-EO2A 4"-ice 45 198 ^55-104135- ' bec W d oj. N 1tl C�PSR. V;FP� .q� 45c-02-� �y ! IMi SQtf d Qyy m+ i20 5M1 ^ 81- 3 �v 45ti {CU a3 A 1 Sail+�s�Eylion}2A61-i24 13 m-124E5 LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: W4 Development 2500 Daniel's Bridge Road Building 200, Suite 3A Athens, GA 30606 Contact: Greg DeBacker Phone: (706) 548-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Parcel No.: #04500-00-00-093C0 Conditional Approval: ZMA 1987 - 00007 and SDP 1988- 00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Front: 30-feet Rear:20-feet Side: 15-feet Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. PARKING DATA Parking Required: Requirement: One (1) space per each one hundred (100) square feet of retail sales area for the first five thousand (5,000) square feet and one (1) space per each two hundred (200J square feet of retail sales area above five thousand (5,000) square feet. For purposes of this paragraph, 'retail sales area'sholl be deemed to be (1) eighty (80) percent of the gross floor area, or (2) at the request of the applicant, the actual retail sales floor area as shown on floor plans submitted by the applicant delineating the actual retail sales area, which plans shall be binding as to the maximum retail sales area used. Retail Sales Area = 3,739 Square Feet of Building = 2,991 Square Feet (80%) Required Parking = 30 Parking Spaces Required (2,991 / 100) Provided Parking = 30 Parking Spaces Provided Handicap Parking = 2 Provided (2 Required) SITE DATA Site Information: Total Tract Area = 45,787 sf 1.05 ac (100.00% Existing Impervious Area = 19,002 sf 0.44 ac (43.62%) Existing Landscape Area = 26,785 sf 0.61 ac (56.38%) Total Impervious Coverage = 28,611 sf 0.66 ac (62.49%) Structure Coverage = 3,739 sf 0.09 ac (08.17%) Vehicular Coverage = 22,291 sf 0.51 ac (48.68%) Pedestrian Coverage = 2,500 sf 0.06 ac (05.46%) Proposed Landscape Area = 17,176 sf 0.39 ac (37.51%) Total Coverage Area = 28,611 sf 0.66 ac (62.49%) 2 F co Z V) W N Q W C ca U m Z Z Ln Ln Q53 LU W - > LU Z Z 0 rt Z W W O Q J W C C J G G N O F 0 0 0 D < W > N N W ~ = W O W = W K Q 0-2 I- Y U U W or H V) CC p o a a a> a J m M M M Ol O O z �--� \ 1-1 \ 1-1\--I \ \ N \ N \ O H O N r-1 to 1-1 .-1 N O M N�oa�1-400 \ \ \ \ \ \ W of U N N In -Zt In Lo LTH OFF �� cz AMES J TER' O. NAL DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Waticinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net V 1 z J Q z C0 z> ww J z 5J UJ L a' N LU O .J ^ L. 11 Q - O W \ U LU / w J W w W U \ J LU O O LU � N V J PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SH EET TITLE: SITE PLAN SHEET NUMBER: 3 PROJECT NUMBER: 19016W4D DATE: 01/30/20 SCT RIO HILL, LLC, C/O ROSENTHAL PROPERTIES TM# 04500-00-00-094AO DB 4134, PG 199 ' ZONING: PD-SC PRESENT USE: UNDEVELOPED LOT ' I I I I I ' ' ' N N ' Z \ ' I W too o ' w I U) Q GRATED DROP INLET RIO HILL CENTER I ' I w TOP=488.7' v v INV. OUT=479.5' I Q r 3 ' 0-, i EXIS ING I I I 10) SIG EASEMENT w o CP _-- D 985/717 A I I ' EX 15 D B 985/7 2 b Z PK BAIL F D-77 CLOSEST EXISTING FIRE HYDRANT 3I I I APPROXIMATELY 200' FROM THE PROPOSED BUILDING. ACCESSIBLE -- ' FROM THE PARKING LOT. ' I 30' BUILDING SETBACK I I T p I__ mll I I I I Oil I I oD==- SCT RIO HILL, LLC, I/ I / i 1 I a II I I` C/O ROSENTHAL PROPERTIES 10 TM# 04500-00-00-094A0 I -- -- DB 4134, PG 199 0 I 1� I" I I ZONING: PD-SC ' Nw I la o I I PRESENT USE: UNDEVELOPED LOT / - � 0� 3 ' I i I � �il I I I o 8_CONDUIT c� 3 I EXISTING / I SANITARY EASEMENT PROPOSED PROPOSED PIPE No. 2 GRATE INLET A-3 I DB 985/717 AND DB ' I Q RIM: 49100 IN 66L.F.18"0HDPE I I I_ 985/722 I • .i n SLOPE = 1.0% PROPOSED CONNECTION INTO ' I ' • Ic PROPE GRATOSNDETA-4 I II EXISTING SANITARY SEWER LINE. 3 Z CONTRACTOR TO VERIFY SEWER E • i- RIM: 491.00 LATERAL IS 6" o / I J/ • REFER TO DETAILS II I I I A = 8!06'15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S59'24'42"E EXISTING UTILITY EASEMENT DB 985/717 AND DB 985/722 PROPOSED / I m • i -- I I GRATE INLETA-2 I M/ • I I I I O 6" C.O. r RIM:489.50 • -t--Ti i I / 2,000 GAL. _ 2,000 GAL. 2,000 AL. +�r I - - - ... - 7 ------- 1 1 1 S / / I OI EX INV. OUT WITH FLARED ' END SECTION=470.4' n ^' I STORMWATER EASEMENT- DB 985/717 AND DB 985/722_ I EX SSMH�`� I TOP=488.5'\ IE = 484.8' / / - - C 6" C.O. I � /�•w rs rs- A PROPOSED PIPE No. 4 44 L.F. - 18" 0 HDPE - SLOPE = 1.0°/P PROPOSED JUNCTION BOX PROPOSED PIPE No. 5 j 5 L.F. - 18" 0 HDPE SLOPE = 1.0% EXISTING STORM DROP INLET A-0. LEAVE EXISTING STRUCTURE IN PLACE AND ADJUST RIM VERTICALLY TO MATCH FINISH GRADE. RIM = 487.50 EXISTING FL IN (SE) = 475.30 PROPOSED FL IN (N)=482.00 UG T UG i d o 0 -JIcQ°" III o O oc L � I I s li I I III � w ■ L I= L0 L. I I z.,w - 2 w O 750GAL. OILAND-Ji ®L e� EXISTING 1" WATER METER WATER SEPARATOR PROPOSED 2" WATER TAP (SEE DETAIL) I I 2" DOMESTIC WATER METER WITH RPZ / BACKFLOW PREVENTER _ I 2" DOMESTIC WATER SERVICE PROPOSED CARWAS H �,I - ----------------------------- - --- -EX 1 5"-RCP-------------- 4,231 S.F. F.F.E. = 492.00 � , EX DROP INLET TOP-488.2' INV. IN=482.3' NV. OUT=481.3' 30 BUILDING SETBACK /'/ % PROPOSED PIPE No. 1 rw rs ra ro 9 Ira rs ra ra ra •s r. trs 52 L.F. 18" 0 HDPE 6" C.O. 6" 0 PVC - SLOPE 1% MIN. EXISTING j / SLOPE = 1.0% DRAINAGE EASEMENT �' E ES_1 / �fP ❑ ❑HP ❑HP ❑HF ❑HP ❑He ❑HH unr _ _ 10' PARKING SETBACK -_ _- X ,JDOX v , PROPOSED CURB INLETA-5 _ _ _ P INL S SAMPLE MANHOLE � T � � � "GE- - RIM:490.70 - -48 Rip =;--- (SEE DETAILS) EX 15" RCP � INV, 1=°475.3' � -------------------- _ ------------------------------- -------------- ----------------- -- �n - - JBOX OUT=474.1' - - 214.98' EX MANHOLE NOT T- S24 19' 26V FOUND !! I_ -°- PROPOSED ELECTRICAL TRANSFORMER / ] ` UG T- -UG T �UG, T-- J- UG T o p cr_ BUG T- _ BUG � UG T- UG T I PROPOSED UNDERGROUND p -"° T- UG T u T o o p p ]! D 0 ELECTRICAL SERVICE EX GRATED DROP INLET TOP=484.3' INV. IN=475.8' INV. OUT=475.7' U.S. ROUTE 29 (SBL) SEM/NOLE TRAIL (VAR/ABLE WIDTH) EX DROP INLET -- TOP=487.1' INV. OUT (15" RCP) 481.4' i I I I ) 45-]6H IT6 ;TN'pO��%2P 481 �'9a 456b:�81 x J� 45-68c Ba u as! �f a Pa in ^r F a 6 's 451 5 X� BSFS 5584'4 "11 2[1 °VI fi P4 /%+, ��� 45-68ct O 84�` M1 R w Ja §5H1 8Y o rb+ p Gdu-s6 oak=,{yr--_s' 45-1i2 2^ 4e Y° 43-86 NN T Py l o: 4 @ nU 45-9AA 45 88 45-172C `1 JagJ d* `e=m phW d Q C` 9 � 45 9A V4 P9Ct O f ��'v 4528 45-29A6 459i'' P9]g yas .(45-189E t51©9 il 111 45mH1-05-DA4�\yP6y Aj9a P 4 / 35BT-01-AA- Agnor Hurt I" 45 37A 4 45-95 h_. .. +,1 ,rio K�tt eTev �d5C 81 OM a5 `V 45-94A , 11°q. 456 18 -0M-8 a5-P4 /y o a:NlBbdbraok 4sG ot'AM.T asr 4527 as rT� os-sent .! kDs ,i ES m' „ ?�43 t• �: o s% �' h 9 2a U O © 'gyp � -� T \ � _. a5.-94a J' JA ryCr 451P2 545 -104H5- 35-183A y' bi `Yr\ C SR.. FPQ4 §5G-02-f U o , >� -524E] si A, s >� n 1} d3pu s+t2o �M1 � -rn� a'o 61-514E6 ice" O ¢k I v-lee �T G L. LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: W4 Development 2500 Daniel's Bridge Road Building 200, Suite 3A Athens, GA 30606 Contact: Greg DeBacker Phone: (706) 548-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Parcel No.: #04500-00-00-093C0 Conditional Approval: ZMA 1987 - 00007 and SDP 1988- 00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Front: 30-feet Rear:20-feet Side:15-feet Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. SITE PLAN NOTES • Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. • Visible light transmittance (VLT) shall not drop below 40%. Visible light reflectance (VLR) shall not exceed 30%. • Retaining walls greater than 3 feet in height require a separate building permit. Walls exceeding 4 feet in height require a stamped engineering design. Walls require inspections as outlined in the USBC. • Accessible parking spaces and access isles shall not have a surface slope greater than 1:48. Access isles shall be at the same level as the parking space they serve. • ALL water lines, sewer lines, and fire lines form the main to the structure MUST have a visual inspection performed by the building department. • All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. • Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required if positive for such. Contact VDOLI for additional requirements and permits for demolition plan. • A knox box is required for the project structure and can be coordinated with the local fire marshals office. 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NAL DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net J z C0 z> w J z 5J UJ N LU r- O 0 G ^ 11 L. 0 J Q O - W \ U LU CLU / J W w U \W J W J� O O O LU � N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SH EET TITLE: UTILITY PLAN SHEET NUMBER: 4 PROJECT NUMBER: 19016W4D DATE: 01/30/20 ei VJ ' H L SCT RIO HILL, LLC, 1 C/O ROSENTHAL PROPERTIES s TM# 04500-00-00-094AO DB 4134, PG 199 ZONING: PD-SC PRESENT USE: UNDEVELOPED LOT I y I I - -498- 495------- - - - - - - - - - - - --Y,, ---\VVV I ',-----494 - - - - - - - - - - - - - - - - \\\�/ y�-I/-�--u- -I --- -- - GRATF, /6� P�1V Efi__-------- FtJ �ilL.t-�.rG T --- I ----- 2--- - I X` TOP ✓ 488✓T✓ /---------- \ - I M. �,YTI/ 1479 5--------\---- ✓✓ I ' PK NAILv F/ D i _ 493.25 ' II 280: ; 1� r ' 0 v i / 495 / l I 95�/ - /-/-----'--� T-� Z. BENCF�IyIA K ISET I I I I / MAG NAJL ELI=V1,=491.217 I I I / d 1 1 I N I I 493 - -I / I 493.00 I i I - f A I x �� SCT RIO HILL, LLC, II I II II 11 �� / I I C/O ROSENTHAL PROPERTIES I I I I I I I I/ I --_ ti - - y, V10 TM# 04500-00-00-094A0 I I I I I I � )� - ,� -49 DB 4134, PG 199 I I I � I I I I I� �� �� _--- ZONING: PD-SC I N *` N , \ 49 ' PRESENT USE: UNDEVELOPEDI T I I I 1 I - j l I I 491.79 491.79 II I I II I I I II I I I I� � 0 I I I I I I I I I 492 492 i _ \ CONDUIT =-- L --- I 491.55 491. 55 I) PROPOSED I PROPOSED PIPE No. 2 / UGRATE INLET A-3 I II I I I • I 491.40 n L.F. 1HDPE RIM: 491.00 SLOPE 1.0% 3 / 9 I I I • VA / j o PROPOSED - I I I PROPOSED PIPE No. 3 is GRATE INLETA-4 89 L.F. - 18" 0 HDPE I I I I I I f • - h 1� RIM: 491.00 _ ° I I I I I • 491 39 A = 8!06'15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S59'24'42"E SLOPE - 1.0% I 1 I I I( IoI - r-- -ji 3 PROPOSED I I I /� I1 • mg1 -2 • - g� 61 I QGRATEINLETA 490.25RIM:489. - _ ✓ I .40 - - I 490.00 BR491.4o I i G°�� ---, TR 491.00 die '^ t O vJ EX INV. OUT WITH FLARED / / / � 1 489.50 N END SECTION=470.4' l / I/ / / // / / h / TR491.90 TR491.90 1 2"CONDUIT - i �i ------ TR 491.90 i 1 �- O tp 491.40 I " BR 491.40 BIR 491.50 X EXISTING 1" WATER METER 491.00 490� ---- I �` �� I� I /1 488.50 /I 'hi / /��i� / /S/'l l l i _ _ - - i l - ------------------------------ 28C - - PROP A � / ,/ >`.� �ql �� - � 1490.50 - � �S E D �CARV�IAS H - - - � , - ----- --------------- � / EX 15 RCP 4,231 - _ EX DROP INLET - / // / 491.50 N\ F.F.E. = 492,00 ��� 491.50 491.20 _EX-SzSM _ A ti �� TOP=488.2' TOP -4 -5'// \ INV. IN=482.3' NV. OUT PROPOSED PIPE No. 1 491 i/ 488.00 52 L.F. 18" 0 HDPE �490 490 ��' SLOPE = 1.0% 1 - --- 489 - - - --ES------ - -- 488 3:1SLOPE--- I 487 oHPai 0HP BHP "HP " P OHP �HP \ \ / 4�6N"GT -"Gf,- ------- I---- -NL 4 P =48 _- �- Cp - - - - 15" RCP -------------------------------�--- % / ________ INV. 1=475.3' .' -485 - - - - - - T - -t----------------- ----------------- - - - - - - -- EX MANHOLE NOT 487.00 -----214.98 -------------- S24 19' 26"W------,✓✓�--- ___ FOUND uc r uc r-.�-. --- G-z_ _- - - - - - - - - / UG T- UG T - U UG T- -UG T- - PROPOSED PIPE No. 4 _---- -- ----�� _---------------- �UG i BUG � p / 44L.F."'18"pHDPE SLOPE = 1.0% o 0 - PROPOSED JUNCTION BOX A-1 ----------- PROPOSED PIPE No. 5 - $Iry • EX DROP INLET 5 L.F. 18" 0 HDPE EX GRATED DROP INLET # TOP =487.1' SLOPE=1.0% TOP=484.3' 027C NV. OUT (15" RCP) =81.4' EXISTING STORM DROP INLETA-0. LEAVE INV. IN=475.8' a EXISTING STRUCTURE IN PLACE AND ADJUST RIM VERTICALLY TO MATCH FINISH GRADE. INV. OUT=475.7' U. ROU TE 29 (SBL) q RIM = 487.50 J. EXISTING FL IN (SE) = 475.30 PROPOSED FL IN SEMINOLE TRAIL (N)=482.00 (VAR/ABLE WID TH) 11 PI I I HHP EX JB PROPOSED CURB INLETA-5 / "GE --"GE- RIM: 490.70 EX JBOX �3 / 0 I ✓ �UGT- �D ✓ °n- - s �27B® 0 45 -]8" �45 T6 aM'O� �%2P 4- p 81 �'9a 45 6E :. �81 x 1, G 1•�' 45-98G 451 5 �� BSFS aS 84'4 "� n /�/��� 4e..68Ct / ° � c / rb+d�� s Guu-s6 oak=Dr--_sB os-tt: 45-fi8A roYtl a5 888 43-86 a3-112G � /Y�' x ¢4 i 4 @ nU 445-F72C 5-9AA< 45 88 �G� 4y +� ate. •q m 45-90 44 �9Cs O tr 2�ry 45 28 r RY 4591 . 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PROJECT NOTES: DEVELOPER: W4 Development 2500 Daniel's Bridge Road Building 200, Suite 3A Athens, GA 30606 Contact: Greg DeBacker Phone: (706) 548-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Parcel No.: #04500-00-00-093CO Conditional Approval: ZMA 1987 - 00007 and SDP 1988- 00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Front:30-feet Rear:20-feet Side:15-feet Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. v v Know what's b e l ow 5 Call before you dig dial 811 Co F CoZ LU to Q w 0 d LLJ UU m Z Z > I- I- O W -- 0 K Z U Q J wJi cwc cW J G G N N O 0 F 0 0 W > N N W F = w O w CC w Q EL2 I- Y U LiV) U w or cc p o a a a> a J m Ql Ql M M O O z ,--I 1--I -1 -1 N N w o N c-I .-I N m N C r-1 I o o t � 0 W 1= xt "A N m -zt in �o p,LTH OFF �� cz AMES J TER0. "1o� DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net J z C0 z> -J J z 5J I.. J L N LU r- O 0 ^ 11 L9 Q O - W \ U LU CLU / J W z W 0 LU U J W � O O O LU � N V 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SH EET TITLE: GRADING AND DRAINING PLAN SHEET NUMBER: 5 PROJECT NUMBER: 19016W4D DATE: 01/30/20 EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A CAR WASH WITH ASSOCIATED VACUUM STATIONS. THE PROPERTY IS LOCATED IN ALBEMARLE, VA. THE DISTURBED AREA FOR THIS PROJECT INCLUDES 0.99 ACRES. EXISTING SITE CONDITION THIS SITE IS WOODED WITH AN EXISTING BUILDING AND PARKING LOT. THE PROPERTY SLOPES TO THE SOUTH-WEST AND LEAVES THE SITE THROUGH 2 STORMWATER PIPES ON BOTH THE NORTHERN AND SOUTHER PORTION OF THE PROPERTY. THE STORMWATER DRAINS TO A NEIGHBORING DETENTION POND ADJACENT PROPERTY THE PROJECT IS ADJACENT TO A SHARED DETENTION POND TO THE WEST AND WOODBROOK DRIVE TO THE EAST. RIO HILL CENTER IS LOCATED TO THE NORTH AND HWY 29 (SEMINOLE TRAIL) TO THE SOUTH. THERE IS NO OFF SITE LAND DISTURBANCE PROPOSED SOILS THE USDA WEB SOIL SURVEY OF THE SUBJECT PROPERTY IDENTIFIES THE SOIL TYPE AS ELIOAK AND GLENELG SOILS WHICH HAVE A LOAM TEXTURE AND AN ERODIBILITY FACTOR OF 0.28 CRITICAL AREAS THERE ARE NO CRITICAL AREAS ON THE SITE TAPE INSTALLED TO PROTECT TREE SAVE AREA ANY CLEARING OR DISTURBANCE WILL REQUIRE THE REPLACEMENT OF VEGETATION AND LANDSCAPE PLAN AND BOND. EROSION AND SEDIMENT CONTROL MEASURES CONSTRUCTION ENTRANCE (CE) - ONE CONSTRUCTION ENTRANCE IS PROPOSED AT THE SITE ENTRANCE. CONTRACTOR SHALL REMOVE ALL MUD, DIRT, AND DEBRIS FROM VEHICLES EXISTING THE SITE. CONTRACTOR SHALL INSTALL ADDITIONAL STONE STABILIZATION AS NECESSARY TO PREVENT TRACKING ONTO THE EXISTING ROADWAY WITHIN THE LIMITS OF CONSTRUCTION. SILT FENCE (SF) - A TEMPORARY SEDIMENT BARRIER CONSTRUCTED OF POSTS PLACED ACROSS OR AT THE TOE OF THE SLOPE OR IN A MINOR DRAINAGE PATH TO INTERCEPT AND DETAIN SEDIMENT AND DECREASE FLOW VELOCITIES FROM DRAINAGE AREAS OF LIMITED SIZE. INLET PROTECTION (IP) - STORM DRAIN INLET PROTECTION SHALL BE PLACED AT THE INLET OF ALL CURB AND DROP INLETS TO FILTER SEDIMENT TEMPORARY SEEDING / PERMANENT STABILIZATION - SEEDING MEASURES SHALL BE PROVIDED ON DISTURBED SOIL AT CUT AND FILL SLOPES, SIDES OF SEDIMENT TRAPS, DITCH LINES, OR AREAS OUTSIDE OF ON -GOING CONSTRUCTION PRACTICES WITHIN SEVEN (7) DAYS OF COMPLETED GRADING. ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MANAGEMENT STRATEGIES EROSION AND SEDIMENT CONTROL SHOULD BE DISCUSSED BETWEEN THE GRADING CONTRACTOR AND THE OWNER PRIOR TO ANY EXCAVATION SO THAT THE LIMITS OF CONSTRUCTION AND EROSION CONTROL METHODS ARE CLEARLY UNDERSTOOD BY BOTH PARTIES. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE THERE IS TO BE NO TRACKING OF MUD OR DIRT BY CONSTRUCTION EQUIPMENT ONTO PAVED DRIVES OR ROADS. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING FOLLOWING INSTALLATION SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING AREAS WHICH ARE NOTTO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E & S CONTROLS WILL BE CLEANED AND REMOVED PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING MAINTENANCE OF ESC MEASURES EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BY TRAINED ON -SITE PERSONNEL. MAINTENANCE AND REPAIRS SHALL BE PERFORMED IMMEDIATELY. SOIL & EROSION CONTROL CALCULATIONS SEDIMENT STORAGE CALCULATIONS: Drainage Area 1.05 Acres Disturbed Area 0.99 Acres Required Silt Fencing 1.05 ac. x 400 ft/ac = 420 If required Sediment Storage Provided by the following BMPs (See notes for calculations): -Silt Fence Drainage Length of Silt Fence/1001f x 0.250 ac 592/100 x 0.250 = 1.48 acres allowed STORMWATER MANAGEMENT CONSIDERATIONS MS-16 NOTE: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO THE OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPEN AT ANY ONE TIME B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERTY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH EROSION AND SEDIMENT CONTROL DEVICES PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. EROSION AND SEDIMENT CONTROL MAINTENANCE THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL TO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR ESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED, AND REMULCHED. Minimum Standards - All Minimum Standards must be addressed YES MS-1 Have temporary and permanent stabilization been addressed in the narrative? YES Are practices shown on the plan? YES Temporary and permanent seed specifications? YES Lime and Fertilizer? YES Mulching? YES Blankets/Matting? YES Pavement/Construction Road Stabilization? YES MS-2 Has stabilization of soil stockpiles, borrow areas and disposal areas been addressed in - P P the narrative and on the plan? YES Have sediment trapping measures been provided? YES MS-3 Has the establishment and maintenance of permanent vegetative stabilization been addressed? YES MS-4 Does the plan specifically state that sediment -trapping facilities shall be constructed as a first step in land -disturbing activities? YES MS-5 Does the plan specifically state that stabilization of earthen structures is required immediately after installation? Is this noted for each measure on the plan? YES MS-6 Are sediment traps and sediment basins specified where needed and designed to standard and specification? YES MS-7 Have the design and temporary/permanent stabilization of cut and fill slopes been adequately addressed? Is Surface Roughening provided for slopes steeper than 3:1? YES MS-8 Have adequate temporary or permanent conveyances (paved flumes, channels, slope drains) been provided for concentrated stormwater runoff on cut and fill slopes? YES MS-9 Has water seeping from a slope face been addressed (e.g., subsurface drains)? YES MS-10 Is adequate inlet protection provided for all operational storm drain and culvert inlets? YES MS-11 Are adequate outlet protection and/or channel linings provided for all stormwater conveyance channels and receiving channels? Is there a schedule indicating: YES Dimensions of the outlet protection? Lining? Size of riprap? YES Cross section and slope of the channels? Type of lining? Size of riprap, if used? YES MS-12 Are in -stream protection measures required so that channel impacts are minimized? YES MS-13 Are temporary stream crossings of non -erodible material required where applicable? YES MS-14 Are all applicable federal, state and local regulations pertaining to working in or crossing live watercourses being followed? YES MS-15 Has immediate restabilization of areas subject to in -stream construction (bed and banks) been adequately addressed? YES MS-16 Have disturbances from underground utility line installations been addressed? YES No more than 500 linear feet of trench open at one time? YES Effluent from dewatering filtered or passed through a sediment -tapping device? YES Proper backfll, compaction, and restabilization? YES MS-17 Is the transport of soil and mud onto public roadways property controlled? (i.e., Construction Entrances, wash racks, transport of sediment to a trapping facility, cleaning of Mapping Unit Soil Name Texture Structure Erodibility (k) Permeability (in/hr) 27B Elioak loam Loam Granular O.xx x.00 27C Elioak loam Loam Granular O.xx x.00 28C3 Elioak clay loam Clay loam Granular O.xx x.00 34C Glenelg loam Loam Granular O.xx x.00 ACTIVITY SCHEDULE: TASK DESCRIPTION: MONTHS 2020 R CL ¢ Q Z J � rn C9 Z) ¢cn of w m Lu w a w INSPECT AND MAINTAIN ALL EROSION CONTROL BMP X X X X X X CONSTRUCTION EXIT AND PERIMETER SILT FENCE X TEMPORARY SEDIMENT STORAGE FACILITIES X X CLEARING & GRUBBING / DEMO X X ROUGH GRADING X X TEMPORARY STABILIZATION GRASSING X X X X CURB AND GUTTER I Ix X X FINAL GRADING X X X X PAVING X X FINAL STABILIZATION X X START DATE: April 01, 2020 END: September 31, 2020 EROSION AND SEDIMENT CONTROL DEVICES: PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTRUBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. EROSION AND SEDIMENT CONTROL MAINTENANCE: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL TO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR REPLACED. AFTER COMPLETION OF THE PROJECT, AND PERMANENT SEEDING HAS BEEN ESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED AND REMULCHED. I` PRESENT USE: UNDEVELOPED LU I roadways at the end of each day, no washing before sweeping and shoveling ; PHASE 1 DISTURBED AREA _ YES MS-18 Has the removal of temporary practices been addressed? � � - � - - YES Have the removal of accumulated sediment and the final stabilization of the resulting DISTURBED AREA ' - - - -49 6- - - - - - - - n-, disturbed areas been addressed? � � � � � - - - - 495 - - --- DC TS MU , 494----- - - - - - - --------- - - - - -- YES MS-19 Are properties and waterways downstream from development adequately protected from O ' - - - - - - - - - - - sediment deposition, erosion, and damage due to increases in volume, velocity and peak / I GR A TE, / l5p0-P,11N LET - -------- flow I ti / ------ 2----�10-�-IL.�-�E-NTH=--- \ flow rate of stormwater runoff? Have adequate channels been provided on -site? , _ - , I TOPS 4V8 7� � ' - -------- THE . I \ 5�----- -� � DISTURBED AREA CONSTRUCTION _ i - ENTRANCE MUST BE CONSTRUCTED AS WIDE AS THE PROPOSED \ \ l / / / / / / C PERMANENT ENTRANCE ft A --�/ / ,(14P/ - I I ;� / SETTLING AREA FOR - - WASH RACK U8C3: '� /� I I �i �� I d IEX BRICK_SIGNS= 8' I I I PL� QAK� �`X 24" 0 � I U ,II� c N II II oD W I f 'I �I 6'1 P I%rE v� L /I SCT RIO HILL, LLC, II I I II II I II jl I II \I a / _ 7\ X;L�SU vt�1PST�R D N Z /X 18'\'pAKS / C/O ROSENTHAL PROPERTIES TM# 04500-00-00-094A0 II I I I I I II I I I I N DB 4134, PG 199 I I II I I I °' I _ - a / �C I / ✓ -, - 4g2 / / / ZONING: PD-SC I I I N1 / PRESENT USE: UNDEVELOPEDIILCT I II I II I a / T I II I II I I II I I i /TS rEX I I I I I I I I I %i� L. � � � ■ �i,,, / I/ �f� A 1 I X / CO I I I I �l li X O EXISTING LIGHT POLE TO BE REMOVED. 24 I I 3 REMOVE LINES AS NECESSARY (TYPICAL) / I I j I I I �/ ` �i 4 DISTURBED AREA �19. EX 1-ST. BRICK BUILDING& BLOCK p # 2100 �0X X I EX INV. OUT WITH FLARED END SECTION=470.4' lv / / / / / / / / / // l v / / AI �� - 6) E 14" / // / / //�}/ X 18y HOIL'f;- i II / �E �OOD FF=490.50' 38.0' / \ 30.5' �.3 I ESN' l / / i �_ _ _ �1 0 l - - _ _ _ 1 DC TS M6 F / \ �1 TOP - , -Z - F - 2- - - \ v w 1 � ZEL b� 1Pl ti i mod,011 --s6------�_ -- _ EX 16" ZE K A - h����f,1 (� SF DISTURBED AREA A = 8'06'15" L = 140.14' R = 990.77' I C. = 140.02' C.B. = S59'24'42"E EXISTING STRUCTURE TO BE DEMOLISHED AND REMOVED. DISPOSE OF IN APPROVED LANDFILL. E/)C QPIE O 00 Q N O _R - EXISTING 1" WATER METER 14" WWOOD ---- -- -------------- EX 15" RCP PI*bbCJ LET 488.2 INV. IN-482.3' INV. OUT-481.3' SF UHP-- -11i off nHP- -"OH/ - 0HP nHP 13HR 0HP DH off j fi r• r•,;'/ JB i, V y . / / UG E UG E C »�` _ DISTURBED AREA S4C � 1 � ��6-j_x _ _ �, � ' � � � - - - - � RC ___ on IN ft w -�--- �I fNV.�III -�� x--------- ----- ----------- ---------_- --- -- JBOX ---------------- _ �7�1�`'�!�8 � � _------------_-_ -- - ---- _------ _ _ MANHOLE NO���'� ,�._ E X -- -- -- -- -- 214.98 EX ---------------S24 19' 26"W---- �'�--- --- - - " �VG�� UG T- T.,GT� � - - - - - - - DISTURBED AREA °G t -°� T o o o % o i EXISTING SIGN AND LANDSCAPE. DEMOLISH AND o REMOVE (DISPOSE OF IN AN APPROVED LANDFILL) --_-_-- ----- -------------------------------------------=---EXi.;)I�OPINLET I EXISTING LANDSCAPE TO BE REMOVED (TYPICAL) � / EX GRATED DROP INLET----)�� TOP-487.1' TOP=484.3' �2%CINV. (_)UT (15" RCP)=481.4' �2%B� IN1 IN-475.8' ��e -�� I INJ OUT=475.7' I •�����', U.S. ROUTE 29 (SBL) SEMINOLE TRAIL (VARIABLE WID TH) a5-]a9 (5576;5l1'0��%2P 4 BI ,�'9a Y56b /:.81 - - � * 451-(tn g-^. 30-BS+51 aS 64Awryry x,',1'� 7s 45-68c1 ' �� .,� - 'as �ase1 mr I�Gae Ys6rod 1 �o Ir=yyp-� s' as 7a •• as -asap �, a5-112 2! 4e •� 45 -a] as-aea as-66A .a. as-tlzc ;a. d1g4� ti Q" a5el-mi-ue-�. m" H S a a h ah a590A+ 45-86 i5-11PC /`�,�: �a //_ � w a5-9a J �H�.s ate. M1S 9i a g A 'a5-1§AF -P Tgrs'.�� 45-189E t51©9 y °ry^Q *501-01-DA-4 f�\�yp6�9: All Q aY1 tlY Hurt � y9 a3-93A 9r LJ mil �i c���h_ I �I1.7L L M:a1 7g� 45-95 yY gri0 Nm eT'e.A 1--� 14 0.11 0 f0 45 -17A h, ,� a5C 01 OM��-9"'' C. 0.5' 0.T. 45-9AIA > ��°'��,g p rt 10 M.B 45-94 ;f ap�rc 4s;. a`rjV$$8braok 11c-'nM ] :err +5i a5>rs.`u �4s-gent '"C' .4�3. 'ES I s r� 1 4-177 �55 0 - �.//�'�E�. •r" � �� ,��\�/')�''� o� hr'y,/ ,.o ivs ers.Dr°a c, oral �""�h�iU-p3c: 1 >r-.•Fq.r ry . � E.' 0 0C .01 . - 0.5G 81 1p5:OC 1 � D/'�/,.. �D,tfi '����`. r K"y li/t"�.fl a6 43y...,Qa$ryV�e'�1/6 &I�`� \�"�,4ccy�GS\sy ^��b 1/�� -�4113 /r r//lp �C Us /s d 1tr:1B. $5 195 P 9 u3 08-09iyS9a B �A?�/o�,,w�C� ,C AV .P: `n S6 DJji/ , M1Rrr 45 -102 '� ..45-104e5 JB9F ��YS• 43-E02A 4598 {/ G LD . o L i6 ary i eE 1 1� } _ 65-114E3 a I1 d3 pay 8i-120 ^M1 Bi- 3 - ,� 4Ya6 p5' ' .. O1{ tiA- ae,17--4� ^ " ..tb. s D! a j+i€`(jeek 0. j ! "�J'st 51 aEc 6 b~ N ¢ r f`cMisn 21L-!i! � `o e� Ji 1zp t i-r.-ley ol�lrl et Ll-3.--1\rytr/�2- LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: W4 Development 2500 Daniel's Bridge Road Building 200, Suite 3A Athens, GA 30606 Contact: Greg DeBacker Phone: (706) 548-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Parcel No.: #04500-00-00-093CO Conditional Approval: ZMA 1987 - 00007 and SDP 1988- 00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Front:30-feet Rear:20-feet Side:15-feet Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. EROSION CONTROL LEGEND DC DUST CONTROL C OUTLET PROTECTION DISTURBED AREA STABILIZATION r MU (WITH MULCHING) ( SF SILT FENCE ( S� DISTURBED AREA STABILIZATION \� (WITH TEMPORARY SEEDING) �SR SURFACE ROUGHENING SO DISTURBED AREA STABILIZATION (WITH PERMANENT VEGETATION) DD TEMPORARY DIVERSION pS` DISTURBED AREA STABILIZATION (WITH PERMANENT SEEDING) ST TEMPORARY SEDIMENT TRAP CCE) CONSTRUCTION ENTRANCE �- / �p STORM DRAIN INLET PROTECTION CRS�CONSTRUCTION ROAD STABILIZATION 1� v v Know what's b e l ow Call before you dig dial 811 � F m � z N W Q W 0 O � Ov m z Z L/) CL UJLU Ln > F F- m ~ cwc cwc 0 Q WUJ G G J N O F 0 0 0 = � w > N N O w F LU LU LU N Y U = O Cr 2 w or H 0 0 v) � U p o a a a> a J m M M M M O O z 4 5--1 rl -1 N fV w 0 mn l 5-1 O (_] F-o r4 N -i c-1 N m r � N � o o­q r4 o 0 W oC xt r+ N m -zt Lr) co p,LTH OFF �� cz AMES J TER' O. F`�IQN AL DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net J z CD z> ww J z 5J L N LU UJ r_ G C) ^ L. O Q 11 O W U O \ LU / w J W z LU \W 0 J J LU 0 O O O L� U N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SH EET TITLE: EROSION CONTROL PLAN PHASE I SHEET NUMBER: 6 PROJECT NUMBER: 19016W4D DATE: 01/30/20 SF UHP-- -11i off nHP- -"OH/ - 0HP nHP 13HR 0HP DH off j fi r• r•,;'/ JB i, V y . / / UG E UG E C »�` _ DISTURBED AREA S4C � 1 � ��6-j_x _ _ �, � ' � � � - - - - � RC ___ on IN ft w -�--- �I fNV.�III -�� x--------- ----- ----------- ---------_- --- -- JBOX ---------------- _ �7�1�`'�!�8 � � _------------_-_ -- - ---- _------ _ _ MANHOLE NO���'� ,�._ E X -- -- -- -- -- 214.98 EX ---------------S24 19' 26"W---- �'�--- --- - - " �VG�� UG T- T.,GT� � - - - - - - - DISTURBED AREA °G t -°� T o o o % o i EXISTING SIGN AND LANDSCAPE. DEMOLISH AND o REMOVE (DISPOSE OF IN AN APPROVED LANDFILL) --_-_-- ----- -------------------------------------------=---EXi.;)I�OPINLET I EXISTING LANDSCAPE TO BE REMOVED (TYPICAL) � / EX GRATED DROP INLET----)�� TOP-487.1' TOP=484.3' �2%CINV. (_)UT (15" RCP)=481.4' �2%B� IN1 IN-475.8' ��e -�� I INJ OUT=475.7' I •�����', U.S. ROUTE 29 (SBL) SEMINOLE TRAIL (VARIABLE WID TH) a5-]a9 (5576;5l1'0��%2P 4 BI ,�'9a Y56b /:.81 - - � * 451-(tn g-^. 30-BS+51 aS 64Awryry x,',1'� 7s 45-68c1 ' �� .,� - 'as �ase1 mr I�Gae Ys6rod 1 �o Ir=yyp-� s' as 7a •• as -asap �, a5-112 2! 4e •� 45 -a] as-aea as-66A .a. as-tlzc ;a. d1g4� ti Q" a5el-mi-ue-�. m" H S a a h ah a590A+ 45-86 i5-11PC /`�,�: �a //_ � w a5-9a J �H�.s ate. M1S 9i a g A 'a5-1§AF -P Tgrs'.�� 45-189E t51©9 y °ry^Q *501-01-DA-4 f�\�yp6�9: All Q aY1 tlY Hurt � y9 a3-93A 9r LJ mil �i c���h_ I �I1.7L L M:a1 7g� 45-95 yY gri0 Nm eT'e.A 1--� 14 0.11 0 f0 45 -17A h, ,� a5C 01 OM��-9"'' C. 0.5' 0.T. 45-9AIA > ��°'��,g p rt 10 M.B 45-94 ;f ap�rc 4s;. a`rjV$$8braok 11c-'nM ] :err +5i a5>rs.`u �4s-gent '"C' .4�3. 'ES I s r� 1 4-177 �55 0 - �.//�'�E�. •r" � �� ,��\�/')�''� o� hr'y,/ ,.o ivs ers.Dr°a c, oral �""�h�iU-p3c: 1 >r-.•Fq.r ry . � E.' 0 0C .01 . - 0.5G 81 1p5:OC 1 � D/'�/,.. �D,tfi '����`. r K"y li/t"�.fl a6 43y...,Qa$ryV�e'�1/6 &I�`� \�"�,4ccy�GS\sy ^��b 1/�� -�4113 /r r//lp �C Us /s d 1tr:1B. $5 195 P 9 u3 08-09iyS9a B �A?�/o�,,w�C� ,C AV .P: `n S6 DJji/ , M1Rrr 45 -102 '� ..45-104e5 JB9F ��YS• 43-E02A 4598 {/ G LD . o L i6 ary i eE 1 1� } _ 65-114E3 a I1 d3 pay 8i-120 ^M1 Bi- 3 - ,� 4Ya6 p5' ' .. O1{ tiA- ae,17--4� ^ " ..tb. s D! a j+i€`(jeek 0. j ! "�J'st 51 aEc 6 b~ N ¢ r f`cMisn 21L-!i! � `o e� Ji 1zp t i-r.-ley ol�lrl et Ll-3.--1\rytr/�2- LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: W4 Development 2500 Daniel's Bridge Road Building 200, Suite 3A Athens, GA 30606 Contact: Greg DeBacker Phone: (706) 548-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Parcel No.: #04500-00-00-093CO Conditional Approval: ZMA 1987 - 00007 and SDP 1988- 00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Front:30-feet Rear:20-feet Side:15-feet Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. EROSION CONTROL LEGEND DC DUST CONTROL C OUTLET PROTECTION DISTURBED AREA STABILIZATION r MU (WITH MULCHING) ( SF SILT FENCE ( S� DISTURBED AREA STABILIZATION \� (WITH TEMPORARY SEEDING) �SR SURFACE ROUGHENING SO DISTURBED AREA STABILIZATION (WITH PERMANENT VEGETATION) DD TEMPORARY DIVERSION pS` DISTURBED AREA STABILIZATION (WITH PERMANENT SEEDING) ST TEMPORARY SEDIMENT TRAP CCE) CONSTRUCTION ENTRANCE �- / �p STORM DRAIN INLET PROTECTION CRS�CONSTRUCTION ROAD STABILIZATION 1� v v Know what's b e l ow Call before you dig dial 811 � F m � z N W Q W 0 O � Ov m z Z L/) CL UJLU Ln > F F- m ~ cwc cwc 0 Q WUJ G G J N O F 0 0 0 = � w > N N O w F LU LU LU N Y U = O Cr 2 w or H 0 0 v) � U p o a a a> a J m M M M M O O z 4 5--1 rl -1 N fV w 0 mn l 5-1 O (_] F-o r4 N -i c-1 N m r � N � o o­q r4 o 0 W oC xt r+ N m -zt Lr) co p,LTH OFF �� cz AMES J TER' O. F`�IQN AL DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net J z CD z> ww J z 5J L N LU UJ r_ G C) ^ L. O Q 11 O W U O \ LU / w J W z LU \W 0 J J LU 0 O O O L� U N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SH EET TITLE: EROSION CONTROL PLAN PHASE I SHEET NUMBER: 6 PROJECT NUMBER: 19016W4D DATE: 01/30/20 1� v v Know what's b e l ow Call before you dig dial 811 � F m � z N W Q W 0 O � Ov m z Z L/) CL UJLU Ln > F F- m ~ cwc cwc 0 Q WUJ G G J N O F 0 0 0 = � w > N N O w F LU LU LU N Y U = O Cr 2 w or H 0 0 v) � U p o a a a> a J m M M M M O O z 4 5--1 rl -1 N fV w 0 mn l 5-1 O (_] F-o r4 N -i c-1 N m r � N � o o­q r4 o 0 W oC xt r+ N m -zt Lr) co p,LTH OFF �� cz AMES J TER' O. F`�IQN AL DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net J z CD z> ww J z 5J L N LU UJ r_ G C) ^ L. O Q 11 O W U O \ LU / w J W z LU \W 0 J J LU 0 O O O L� U N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SH EET TITLE: EROSION CONTROL PLAN PHASE I SHEET NUMBER: 6 PROJECT NUMBER: 19016W4D DATE: 01/30/20 p,LTH OFF �� cz AMES J TER' O. F`�IQN AL DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net J z CD z> ww J z 5J L N LU UJ r_ G C) ^ L. O Q 11 O W U O \ LU / w J W z LU \W 0 J J LU 0 O O O L� U N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SH EET TITLE: EROSION CONTROL PLAN PHASE I SHEET NUMBER: 6 PROJECT NUMBER: 19016W4D DATE: 01/30/20 G C) ^ L. O Q 11 O W U O \ LU / w J W z LU \W 0 J J LU 0 O O O L� U N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SH EET TITLE: EROSION CONTROL PLAN PHASE I SHEET NUMBER: 6 PROJECT NUMBER: 19016W4D DATE: 01/30/20 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SH EET TITLE: EROSION CONTROL PLAN PHASE I SHEET NUMBER: 6 PROJECT NUMBER: 19016W4D DATE: 01/30/20 EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A CAR WASH WITH ASSOCIATED VACUUM STATIONS. THE PROPERTY IS LOCATED IN ALBEMARLE, VA. THE DISTURBED AREA FOR THIS PROJECT INCLUDES 0.99 ACRES. EXISTING SITE CONDITION THIS SITE IS WOODED WITH AN EXISTING BUILDING AND PARKING LOT. THE Y SLOPES T THE SOUTH-WEST AND LEAVES THE SITE THROUGH 2 PROPERTY S 0 S O STORMWATER PIPES ON BOTH THE NORTHERN AND SOUTHER PORTION OF THE PROPERTY. THE STORMWATER DRAINS TO A NEIGHBORING DETENTION POND ADJACENT PROPERTY THE PROJECT IS ADJACENT TO A SHARED DETENTION POND TO THE WEST AND WOODBROOK DRIVE TO THE EAST. RIO HILL CENTER IS LOCATED TO THE NORTH AND HWY 29 SEMINOLE TRAIL TO THE SOUTH. THERE IS NO OFF SITE LAND DISTURBANCE PROPOSED SOILS THE USDA WEB SOIL SURVEY OF THE SUBJECT PROPERTY IDENTIFIES THE SOIL TYPE AS ELIOAK AND GLENELG SOILS WHICH HAVE A LOAM TEXTURE AND AN ERODIBILITY FACTOR OF 0.28 CRITICAL AREAS THERE ARE NO CRITICAL AREAS ON THE SITE TAPE INSTALLED TO PROTECT TREE SAVE AREA ANY CLEARING OR DISTURBANCE WILL REQUIRE THE REPLACEMENT OF VEGETATION AND LANDSCAPE PLAN AND BOND. EROSION AND SEDIMENT CONTROL MEASURES CONSTRUCTION ENTRANCE (CE) - ONE CONSTRUCTION ENTRANCE IS PROPOSED AT THE SITE ENTRANCE. CONTRACTOR SHALL REMOVE ALL MUD, DIRT, AND DEBRIS FROM VEHICLES EXISTING THE SITE. CONTRACTOR SHALL INSTALL ADDITIONAL STONE STABILIZATION AS NECESSARY TO PREVENT TRACKING ONTO THE EXISTING ROADWAY WITHIN THE LIMITS OF CONSTRUCTION. SILT FENCE (SF) - A TEMPORARY SEDIMENT BARRIER CONSTRUCTED OF POSTS PLACED ACROSS OR AT THE TOE OF THE SLOPE OR IN A MINOR DRAINAGE PATH TO INTERCEPT AND DETAIN SEDIMENT AND DECREASE FLOW VELOCITIES FROM DRAINAGE AREAS OF LIMITED SIZE. INLET PROTECTION (IP) - STORM DRAIN INLET PROTECTION SHALL BE PLACED AT THE INLET OF ALL CURB AND DROP INLETS TO FILTER SEDIMENT TEMPORARY SEEDING / PERMANENT STABILIZATION - SEEDING MEASURES SHALL BE PROVIDED ON DISTURBED SOIL AT CUT AND FILL SLOPES, SIDES OF SEDIMENT TRAPS, DITCH LINES, OR AREAS OUTSIDE OF ON -GOING CONSTRUCTION PRACTICES WITHIN SEVEN (7) DAYS OF COMPLETED GRADING. ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MANAGEMENT STRATEGIES EROSION AND SEDIMENT CONTROL SHOULD BE DISCUSSED BETWEEN THE GRADING CONTRACTOR AND THE OWNER PRIOR TO ANY EXCAVATION SO THAT THE LIMITS OF CONSTRUCTION AND EROSION CONTROL METHODS ARE CLEARLY UNDERSTOOD BY BOTH PARTIES. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE THERE IS TO BE NO TRACKING OF MUD OR DIRT BY CONSTRUCTION EQUIPMENT ONTO PAVED DRIVES OR ROADS. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING FOLLOWING INSTALLATION SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING AREAS WHICH ARE NOTTO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E & S CONTROLS WILL BE CLEANED AND REMOVED PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING MAINTENANCE OF ESC MEASURES EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BY TRAINED ON -SITE PERSONNEL. MAINTENANCE AND REPAIRS SHALL BE PERFORMED IMMEDIATELY. SOIL & EROSION CONTROL CALCULATIONS SEDIMENT STORAGE CALCULATIONS: Drainage Area 1.05 Acres Disturbed Area 0.99 Acres Required Silt Fencing 1.05 ac. x 400 ft/ac = 420 If required Sediment Storage Provided by the following BMPs (See notes for calculations): -Silt Fence Drainage Length of Silt Fence/1001f x 0.250 ac 592/100 x 0.250 = 1.48 acres allowed STORMWATER MANAGEMENT CONSIDERATIONS MS-16 NOTE: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO THE OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPEN AT ANY ONE TIME B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERTY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH EROSION AND SEDIMENT CONTROL DEVICES PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. EROSION AND SEDIMENT CONTROL MAINTENANCE THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL TO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR ESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED, AND REMULCHED. Minimum Standards - All Minimum Standards must be addressed YES MS-1 Have temporary and permanent stabilization been addressed in the narrative? YES Are practices shown on the plan? YES Temporary and permanent seed specifications? YES Lime and Fertilizer? YES Mulching? YES Blankets/Matting? YES Pavement/Construction Road Stabilization? YES MS-2 Has stabilization of soil stockpiles, borrow areas, and disposal areas been addressed in the narrative and on the plan? YES Have sediment trapping measures been provided? YES MS-3 Has the establishment and maintenance of permanent vegetative stabilization been addressed? YES MS-4 Does the plan specifically state that sediment -trapping facilities shall be constructed as a first step in land -disturbing activities? YES MS-5 Does the plan specifically state that stabilization of earthen structures is required immediately after installation? Is this noted for each measure on the plan? YES MS-6 Are sediment traps and sediment basins specified where needed and designed to standard and specification? YES MS-7 Have the design and temporary/permanent stabilization of cut and fill slopes been adequately addressed? Is Surface Roughening provided for slopes steeper than 3:1? YES MS-8 Have adequate temporary or permanent conveyances (paved flumes, channels, slope drains) been provided for concentrated stormwater runoff on cut and fill slopes? YES MS-9 Has water seeping from a slope face been addressed (e.g., subsurface drains)? YES MS-10 Is adequate inlet protection provided for all operational storm drain and culvert inlets? YES MS-11 Are adequate outlet protection and/or channel linings provided for all stormwater conveyance channels and receiving channels? Is there a schedule indicating: YES Dimensions of the outlet protection? Lining? Size of riprap? YES Cross section and slope of the channels? Type of lining? Size of riprap, if used? YES MS-12 Are in -stream protection measures required so that channel impacts are minimized? YES MS-13 Are temporary stream crossings of non -erodible material required where applicable? YES MS-14 Are all applicable federal, state and local regulations pertaining to working in or crossing live watercourses being followed? YES MS-15 Has immediate restabilization of areas subject to in -stream construction (bed and banks) been adequately addressed? YES MS-16 Have disturbances from underground utility line installations been addressed? YES No more than 500 linear feet of trench open at one time? YES Effluent from dewatering filtered or passed through a sediment -tapping device? YES Proper backfll, compaction, and restabilization? YES MS-17 Is the transport of soil and mud onto public roadways property controlled? (i.e., Construction Entrances, wash racks, transport of sediment to a trapping facility, cleaning of Mapping Unit Soil Name Texture Structure Erodibility (k) Permeability (lnI 27B Elioak loam Loam Granular O.xx x.00 27C Elioak loam Loam Granular O.xx x.00 28C3 Elioak clay loam Clay loam Granular O.xx x.00 34C Glenelg loam Loam Granular O.xx x.00 ACTIVITY SCHEDULE: TASK DESCRIPTION: MONTHS 2020 R a ¢ Q Z _J � rn CO Z) ¢cn of w m Lu w o w INSPECT AND MAINTAIN ALL EROSION CONTROL BMP IX X X X X X CONSTRUCTION EXIT AND PERIMETER SILT FENCE X TEMPORARY SEDIMENT STORAGE FACILITIES X X CLEARING & GRUBBING / DEMO X X ROUGH GRADING X X TEMPORARY STABILIZATION GRASSING X X X X CURB AND GUTTER I IX X X FINAL GRADING X X X X PAVING X X FINAL STABILIZATION X X START DATE: April 01, 2020 END: September 31, 2020 EROSION AND SEDIMENT CONTROL DEVICES: PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTRUBING ACTIVITY. AS CONSTRUCTION PROCEEDS ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. EROSION AND SEDIMENT CONTROL MAINTENANCE: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL TO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR REPLACED. AFTER COMPLETION OF THE PROJECT, AND PERMANENT SEEDING HAS BEEN ESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED AND REMULCHED. I` PRESENT USE: UNDEVELOPED LU I I I I T I roadways at the end of each day, no washing before sweeping and shoveling ■ _g 8 - YES MS-18 Has the removal of temporary practices been addressed? Y DISTURBED AREA r - ' 496-------- - -- YES Have the removal of accumulated sediment and the final stabilization of the resulting — — — — disturbed areas been addressed? � I � � � � �� — — — — 495 — — — -- — — ft--',------494-----------------________ — YES MS-19 Are properties and waterways downstream from development adequately protected from I — — — — — _ _ — — — — - ti /---.--- -- sediment deposition, erosion, and damage due to increases in volume, velocity and peak / I GR A TEE) / 6&6P,11V LEA — — — / ,------ 2----�10-�-IL.�-�E-NTH= - � I � flow rate of stormwater runoff? Have adequate channels been provided on -site? ; — —, I TOP ! 488 %Z Z j _ — — — — ._ - �-T�9 5i---------- DISTURBED AREA I O � PK NAIL` _ —, '-1��4T- \ F I D =-r / �sR -� =28C34 , I� / P ♦��Iti���� �X I l l� I I I /X /i� DCZ� rnI Ul I l TS-T- l \ \ \ \\ \ \ \ I I y SO PSI Mu $O i I---,,I-T-- � i I PS / BENC�IyIAKIISET MAG NNL ELr4,-+91.117'/ I ODI co I I SO �I / 1-1'I v / j �I El q l II I II I �493 —/ I I `I / I . I vv v ��� O/ IQ \ / SCT RIO HILL, LLC I II I II II II I II II I II II ��� ° ` t �� I 3/ C/O ROSENTHAL PROPERTIES I I I I I I I o I I I/ I --- \ - --, y y- 9 I / I I I I � "V rr �� I w / / / I I I I I �° i TM# 04500-00-00-094A0 I I I � ^ I I I �,I---, � I I I I I I I I I I I � I� � �� 9 `� `� DB4134, PG 199 I I l v �� oil --!, I I �� 2 1 ZONING: PD-SC I II II I NN I� 49 PRESENT USE: UNDEVELOPEDILC T I II II I I II I II / --/ - I — — — — — —_� o l l — /o - 492 \i 492 oN I I I I 11 DC L r--- --1I -- IT TS MU -- PS I I I I) I I l • vA \ t 11 / io II 9- j;g IP �- I I � � > • _ _1 I II / � _� I `� I I I I 11 1 1 IP 491-- I I I I I 1 1tio / / // I I I / • - - - - - - DISTURBED AREA / / / / I / ,/ I '"T"'ILS�"- a 49 / // // / / o / • --- --- - - - I I r EX INV. OUT WITH FLARED d� h END SECTION=470.4' „2"CONDUIT. so J I , / i iIP PS a ete / / 490� IP IN — PROPQ_SED,'CARASH �- 'iviu 1 I 4,231-S.F.1 F.F.E.-492.00- S CSF / // �. ,,-- TOP_— " ---- I' 491PS 490—490 --ss------s= __ 488 3:1SLOPE44'11--"`.1iLir�i�iE���1�y A\ 'I SF DISTURBED AREA A = 8'06'15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S59'24'42"E Q W 4 O EXISTING 1" WATER METER -------------------------- --------------------- EX 15" RCP EX DROP INLET TOP—488.2' INV. IN—482.3' INV. OUT—481.3' SF 87 - J HoHF`-� �P J B otiP "HP 13HP 0HP OHP / DISTURBED AREA 4C` �� 4 4E- 485 _ C -� -4 1�"\RCP --- JBOX �x - _ IN\/ �I� �� x_x_ x— ----------------------------------------- - J % -- -------.---- LG-V- T_-=_7T,I ----------------------------- �� - - C - _ _ � , „_ E X \-21#.98 EX MANHOLE NOT , i — — --- -- _ --S2E' 19' 26"W-■----- ---- --- FOUND_ h/ -- __ -- - -- 6T=— -"c-i - - - - - - - - - - - - - - - - - -UG T -uc V - _67, ------- -- -- DISTURBED AREA D ------- / ��— EX I -I -,'OP INLET EX GRATED DROP INLET----)�� c TOP-487.1' ����rto� TOP=484.3' 27Cr INV. (_)UT (15" RCP)=481.4' �2%B� IN1 IN-475.8' ire -�� INJ OUT=475.7' I •�����', U. S. ROUTE 29 (SBL) SEMINOLE TRAIL (VARIABLE WID TH) TRUE NORTH 451-5-�R+-BS/iS a5 84Aw 0w 4 p_. s p 4 ^-•�,8S. rya o •?4,,-80" ^ ,~ aa� §Set-mr-t�Gu a-s6r4L a1 a5-7a \+ as as y�y, as-it2 2° e �---, bs-esA - as-saA �" 43-112(: 1 ry 45H1-00 0Qtl II5 -SHE i"--a6 4 @ n 45-90A< 43.-88 59., 45-112C `i pa'agJ d `es� p�0 a .y -a5 -9a a4 -9Ct O P�y 45 28 45_29A6 45 9i 'p.gfgf, 45-109E a5 1 m9^ii 4581-05 0A-4 ?yP6yij9a S j/ 35BT-01-BA- Q A9"01-HUrt a 9•� §3-93A U 'e 7�(//`} 9,-QJ�q s. i5-95' a{ q E ° c _ LJ -egeiR� a 168G-81-aM-40 4 a5-95 0 % of k5 -27A h asc-mt-9rx- I 45-9aA� �.°f.�. 45� -0".e A'. -9§ '.',f ,�, aqr orQ4a:NlBbrl�raok aC",I t'aM.r :Rsr Is r �, fSATU 95-94A1 RlOxry1lln�! O ,,C��fDx,s c ,�- V m� scV a°- ?Gy R:F.. �n _ Yers.��.`_?. ✓ 's:. vas te/„.:'4fc, �"�ry� /a�P ��, -$day/.,a��1 ay'']n 174�8x w f �lw 1c 1��..,�"` 1 • Ali',-. is�oT Od Kra% �*'^' as'ia5 sir E.�aaa ao�`� n•��%''q��v'� �'��' m 106 ^45 -104B5- 'b'�'9� w�✓°.s Goy N -.fh 1d a' 0 qj• lb 4P✓�/ 111 ,'`f� .i 6'. k / G 6 ary s'�,�qn }afi4 • G-02-� §5 61-125 61-124E3 \�i RQ�U -tlj� 6 6f-i 20 eh� � S1-r3 �v 45C�2 611 �. - 5„l+sEai on}E 4 ; �• b 6�. j °T a j+/E��j eek �.. % �61 51 dE8 6 ' 1M M 12 tt� S'2 °O 9� JI ,22A Y I-1--4ES LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: W4 Development 2500 Daniel's Bridge Road Building 200, Suite 3A Athens, GA 30606 Contact: Greg DeBacker Phone: (706) 548-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Parcel No.: #04500-00-00-093CO Conditional Approval: ZMA 1987 - 00007 and SDP 1988- 00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Front:30-feet Rear:20-feet Side:15-feet Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. EROSION CONTROL LEGEND DC DUST CONTROL OP,) OUTLET PROTECTION MU DISTURBED AREA STABILIZATION (WITH MULCHING) j ( SF SILT FENCE DISTURBED AREA STABILIZATION SURFACE ROUGHENING (WITH TEMPORARY SEEDING) SR SQ DISTURBED AREA STABILIZATION (WITH PERMANENT VEGETATION) (:DD TEMPORARY DIVERSION PS` DISTURBED AREA STABILIZATION (WITH PERMANENT SEEDING) TEMPORARY CCE) CONSTRUCTION ENTRANCE ( ST �- SEDIMENT TRAP ( �p STORM DRAIN INLET PROTECTION ROAD I CRS�CONSTRUCTION STABILIZATION Know what's b e l ow Call before you dig dial 811 20' 10, 0 20' 40' 60' GRAPHIC SCALE SCALE 1" = 20' Co F CoZ V) LU Q LU 0 Ov O JJ H m Z Z to Ln a UJ w a g > to F cn H w ~ Z Z 0 K Z U Q J W cWc cWc J 2i G 0 0 0 0 F w > 0 w a~ N N = 0 or W Q N 2 Y U U w or F- v) CC p 0 a a a> a J m M M M M O O z .--I t--I -1 -1 N N (_] w F-o N -i c-I N m N �- o00 o 0 0 W oC U -4 N m -zt to �o p,LTH OFF �� cz AMES J TER' O. NAL DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 g www.carteren ineerin .net g J z CD z> ww J z 5J UJ L N LU r_ O O ^ 11 L. Q p — LUU LU w J W z in LU U \W J LU 0 O O O LU � N V) PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SH EET TITLE: EROSION CONTROL PLAN PHASE II SHEET NUMBER: 6.1 PROJECT NUMBER: 19016W4D DATE: 01/30/20 DC SF TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL Water Application Dilution Type of Rate Adhesive (Adhesive: Water Nozzle Gallons/Acre Anionic Asphalt Emulsion 7:1 Coarse Spray 1,200 Latex Emulsion 12.5:1 Fine Spray 235 Resin in Water 4:1 Fine Spray 300 Acrylic Emulsion (Non -Traffic) 7:1 Coarse Spray 450 Acrylic Emulsion (Traffic) 3.5:1 Coarse Spray 350 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE S UPPOR T) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. III FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 1-1 FLOW 4•, 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) I I POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) GRAVEL CURB INLET SEDIMENT FIL TER GRAVEL FILTER * r 12" J RUNOFF WATER WIRE MESH FILTERED WATER — I � 0_0 C •D' G. !I. Ir SEDIMENTMill CONCRETE GUTTER 12 CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. 1 P * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. STAIR STEPPING CUT SLOPES DEBRIS FROM SLOPE ABOVE IS CAUGHT BY STEPS —I I 1-j I I=- D&,A#V,py Inil111 I III IIIIII�- 0 WATER, SOIL AND FERTILIZER ARE HELD BY STEPS — PLANTS CAN BECOME ESTABLISHED ON THE STEPS, CMU TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: NOTES: per Acre Per 1000 sq. ft. Straw or Hay 1; - 2 tons 70 - 901bs. Free from weeds and coarse (Minimum 2 matter. Must be anchored._ tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.* Apply as slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. * When fiber mulch is the only available mulch during periods when straw hould be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. SILT FENCE DROP INLET PROTECTION 2 X 4' WOOD FRAME STAKE DROP INLET ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. EACH LIFT OF THE FILL IS COMPACTED, BUT THE OUTER FACE OF THE SLOPE IS ALLOWED TO REMAIN LOOSE SO THAT THE ROCKS, CLODS, ETC. REACH THE NATURAL ANGLE OF REPOSE. FILL SLOPE TREATMENT GROOVING SLOPES MIX � M A. CV PIP IS CUTTING FURROWS ALONG THE CONTOUR OF A SLOPE. IRREGULARITIES IN THE SOIL SURFA ....GROOVING FERTILIZER AND SEED. SODDING ,\rA f �R\wa,l K.11 •'rl � I\f , MWYrlll 'MI MWWrgI A0 r eaftwbv N \V, r IrWW.1 BUTTING — ANGLED ENDS INCORRE CAUSED BY THE AUTO— MATIC SOD CUTTER MUST BE MATCHED CORRECTLY. CORRECT LAY SOD IN A STAGGERED PATTERN. BUTT THE STRIPS TIGHTLY AGAINST EACH OTHER. DO NOT LEAVE SPACES AND DO NOT \N . OVERLAP. A SHARPENED MASON'S TROWEL IS A T HANDY TOOL FOR TUCKING DOWN THE ENDS AND Wr TRIMMING PIECES. ROLL $OD IMMEDIATELY WATER TO A DEPTH MOW WHEN THE SOD IS TO ACHIEVE FIRM OF 4" AS NEEDED. ESTA13USHED — IN CONTACT WITH THE SOIL WATER WELL AS SOON 2-3 WEEKS. SET THE AS THE SOD IS LAID, MOWER HIGH APPEARANCE OF GOOD SOD qc 1992 3.31 Mulching 1. Seedings made in fall for winter cover and during hot and dry summer months shall be mulched according to MULCHING, Std. & Spec. 3.35, except that hydromulches (fiber mulch) will not be considered adequate. Straw mulch should be used during these periods. 2. Temporary seedings made under favorable soil and site conditions during optimum spring and fall seeding dates may not require mulch. Re-seedine Areas which fail to establish vegetative cover adequate to prevent rill erosion will be re- seeded as soon as such areas are identified. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS - Rate Planting Dates Species lbs. acre Sept. 1- Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Winter) Rye (Secale cereale) Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100 (Lolium multi-florum) May 1 - Aug 31 German Millet 50 Source: Va. DSWC (Setaria italica) 111 - 287 1992 3.32 TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lbs. Per Acre Minimum Care Lawn - Commercial or Residential 175-200 lbs. Kentucky 31 or Turf -Type Tall Fescue 95-100% Improved Perennial Ryegrass 0-5% Kentucky Bluegrass 0-5% Hieh-Maintenance Lawn 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 100% General Slope (3:1 or less) Kentucky 31 Fescue 128 lbs. Red Top Grass 2 lbs. Seasonal Nurse Crop * 20 lbs. 150 lbs. Low -Maintenance Slope (Steeper than 3:1) Kentucky 31 Fescue 108 lbs. Red Top Grass 2 lbs. Seasonal Nurse Crop * 20 lbs. Crownvetch ** 20 lbs. 150 lbs. * Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual Rye May 1st through August 15th ..................... Foxtail Millet August 16th through October ...................... Annual Rye November through February 15th ................... Winter Rye ** Substitute Sericea lespedeza for Crownvetch east of Farmville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). If Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may be added to any slope or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in mixes. III - 303 SHOOTS OR CRASS BLADES. GRASS SHOULD BE GREEN AND HEALTHY, MOWED AT A Y-3' CUTTING HEIGHT. THATCH — GRASS CLIPPINGS AND DEAD LEAVES, UP TO 11T THICK. ROOT 7DNF — SOIL AND ROOTS. SHOULD BE 11T-3/4 THICK. WITH DENSE ROOT MAT FOR STRENGTH. SILT FENCE INSTALLATION —10' f]\l STONE BACKFILL SILT FENCE BREAK DETAIL Albemarle County Design Standards Manual — Engineering t STONE 70' MIN. CONSTRUCTION ACCESS 3" SM-2A ASPHALT TOP COURSE EXISTING 29 2� PAVEMENT 6" MiN. 21A AGGREGATE BASE PROFILE STONE 70' MIN. CONSTRUCTION ASPHALT PAVED ACCESS A WASHRACK EXISTING f 2% 2% PAVEMENT) I2% 12' MIN.* *MUST EXTEND FULL WIDTH L--@A I POSITIVE DRAINAGE TO SEDIMENT OF INGRESS AND EGRESS Ir TRAPPING DEVICE OPERATION PLAN —12' MIN. POSITIVE DRAINAGE 2% TO SEDIMENT TRAPPING DEVICE \ \ � FILTER CLOTH SECTION A —A A n1111iInUnn water tap of 1 inch nitist be installed w7th a 1lninllntull 1 inch ballcock sllutoff valve stlpphill, a wash hose w7t11 a diameter of 1.5 niches for adequate constant pressure. Wash water nmst be carried away from the enhance to all approved settluls area to remove secliinent. Allseclnnent shall be prevented from elltelitm Storm G6'aB1), Glitches or watercourses. PAVED WASH RACK NO SCA_L CE Page 8 of 23 H to m Z LU N aLU O 0 w L, co °� I­_Z Z �n Uj a Uj w 2Uj w N N 0 0 Z Z o Z w wc U Q -! w :E U J cc or � 2E G W = Z D 0 0 0= n O w U v'I N O U w LU W W a = O CC K CL = Y U O 0 Q v~i Q Q> Q J ca C\ O O Z O w Ln c\-I Ln tD 1-1 O Ln < LU = Xt .—I N M V L0 l0 LT H �F�1 4P AMES J TER`_ 0. NAL DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net L1/ z Q a_ Z 1 1 � tY z> Ww J z :E> J W W O ^^ � 1..� 0 a — 0 LUU Q� > w .j W z W 0 U J J W O 0 � LU O O c'V V 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEETTITLE: EROSION CONTROL DETAILS SHEET NUMBER: 7 PROJECT NUMBER: 19016W4D DATE: 01/30/20 Appendix 9B-1 LD-204 Stormwater Inlet Computations LD-204 STORMWATER INLET COMPUTATION SHEET Rev. May 2016 RTE US 29 PROJ ARB-2019-85 DATE 17-Jan-20 SHEET 1 OF 1 Sag Inlets Only INLET O a 4 U LU Q w Q z Q 5 6 Q U 7 E 8 9 10 a Q 11 LLL O J iO I W 12 fn LLJ 13 r `� O rn ) O U 14 Q w 15 I— 16 � > 17 co 18 �CO 3av 19 a Q o w 20 Q + U II 9 21 �o U) 22 _ + (n 23 2 Z w O Q w Q 0- ME O J 24) U J 0 w wC) w J 25 J 26 1 Lu 27 LPL U wco U>-U wOf0 ?� d 28 LL U OO y � U [~J 29 -o 30 31 iQ. r (32) co U Q 0O1 0- uJ N (33 w Z 1 LU D 2 = H -1 3 A-2 DI-1 3 00+52.75 0.20 0.90 0.18 0.68 6.64 4.53 0.00 4.53 0.02 1.50 4.53 1.42 A-3 DI-1 3 01+44.00 0.30 0.85 1 0.50 6.64 3.33 0.00 3.33 0.02 1.50 3.33 2.25 A-4 DI-1 3 02+10,25 0.29 0.85 0.25 0,52 6.64 3A7 0.00 3.47 0.02 1.50 3A7 2.12 A-5 D1-3,4 6 02+62,75 0.29 0.95 0.28 0.28 6.64 1.83 0,00 1.83 0.02 0.05 4.27 1.50 0.35 0.08 1.66 0.71 1.09 0.06 0.09 17.62 6.00 0.34 0.48 0.88 0.00 1.00 0.46 2.18 4.27 LD-347 July 2000 STORM SEWER DESIGN COMPUTATIONS i� Appendix 9B-2 LD-229 Storm Drain Design Computaions ROUTE: PROJ: COUNTY: ALBERMARLE DESCRIPTION: DISTRICT: DOT Drainage Manul AR B-2019-85 4 CAR WASH SHEET 1 OF 1 FROM POINT TO POINT AREA DRAIN "A" RUN- OFF COEF. CA INLET TIME RAIN FALL RUN- OFF Q INVERT ELEVATIONS LENGTH SLOPE DIA. CAPA- CITY VEL. FLOW TIME MINUTES REMARKS ACRES C INCRE- MENT ACCUM- ULATED MIN- UTES IN./HR. C.F.S. UPPER END LOWER END FT. FT./FT. IN. C.F.S. F.P.S. INCRBv1ENr ACCUMULATED (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (17) (17) (18) A 0 A-1 0.00 0.00 0.00 0.71 5.0 6.64 4.71 480.65 480.26 7.75 0.05 18.00 4.71 2.67 0.05 10.11 A 1 A-2 0.20 0.90 0.18 0.71 5.0 6.64 4.71 482.90 480.65 45.00 0.05 18.00 4.71 2.67 o.z8 10.06 A-2 A-3 0.30 0.85 0.26 0.53 5.0 6.64 3.52 483.81 482.90 91.25 0.01 18.00 3.52 1.99 0.76 9.78 A 3 A-4 0.29 0.85 0.25 0.28 5.0 6.64 1.83 484.48 483.81 66.25 0.01 18.00 1.83 1.03 .07 19.Dz A 4 A-5 0.03 0.95 0.03 0.03 5.0 6.64 0.19 485.00 484.48 52.50 0.01 18.00 0.19 0.11 7.95 LD-347 Rev 5/18/16 HYDRAULIC GRADE LINE (HGL) 1 of 1 Appendix 96-3 LD-347 Hydraullic Grade Line Computations PROJECT: SHEET: 16-0020 1 of 1 F w J Z m vi m O jTC) o r1n ��c" (7 00 zII ^ zoa N III w 0 II � C3 No�•I Z Z W CD uTw �w0 0 �F o Om uh� OJ o aZ V1 W� 0-Ztno Ol O�nct o O-^�N 00 m U o II � a F- II ,--Iz +CL II NQ +� II < C) QC�7ozw I o� o OJ Ln L,o" 0- �00 O-o ff r d H II m� +2 II QN8F= o� o OJ o00 0- OzN�v a H O II00 V +� II Q=oFw 0 0 Ow 'moo 0zn o Ln m N II 00 Vl� +� II 000R 500.00 500.00 ADJUST TOP OF EXIS1 ING INLET PROPOSED GRADE EXISTING GRADE 25 YR HGL TO FINISHED G CONVERT TO JUNCTION BOX PROPOSED 6"PROPOSED SANITARY SEWER WATER LINE 490.00 490.00 I PIPE No. 2 PH 18" H PE PIPE o. 18" HDPE 36" DPE 480.00 EXI TING 45.0 L.F. Cq 5.00% 91.25 L.F. @ 1.00% 66.25 L.F. @ 1.1 52.50 L.F @ 1.00% 480.00 15' RCP PIPE No. 1 HDPE -- t �= -18" � _ J 7.75 L.F. @ 5.00% 470.00 470.00 0-20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 STORM SCALE: 1" 1+40 1+60 1+80 WATER LINE "A" = 20' H - 1" = 10' V 2+00 2+20 2+40 2+60 2+80 NOAA Atlas 14, Volume 2, Version 3 CHARLOTTESVILLE 1 SW Station ID: 44-1598 Location name: Charlottesville, Virginia, USA* �•� a�§ Latitude: 38.0333°, Longitude:-78.5167° (i) s Elevation: Elevation (station metadata): 541 ft** ' source: ESRI Maps " source: USGS POINT PRECIPITATION FREQUENCY ESTIMATES G.M. Bonnin, D. Martin, B. Lin, T Parzybok, M.Yekta, and D. Riley NOAA, National Weather Service, Silver Spring, Maryland PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches/hour)1 Average recurrence interval (years) 1 2 5 10 25 50 100 200 500 1000 4.22 5.04 5.90 6.64 7.48 8.12 8.72 9.29 9.97 10.5 5-min (3.80-4.69) (4.55-5.59) (5.32-6.55) (5.96-7.34) (6.68-8.24) (7.22-8.95) (7.72-9.61) (8.17-10.2) (8.68-11.0) ( 9.07-11.7) 3.38 4.03 4.73 5.30 5.95 6.46 6.93 7.36 7.89 8.29 10-min (3.04-3.75) 1 (3.63-4.47) 1 (4.26-5.24) 1 (4.76-5.87) 1 (5.32-6.57) (5.75-7.13) (6,13-7,64) (6.47-8.12) (6.86-8.72) 1 (7.15-9.19) 2.81 3.38 3.99 4.47 5.03 5.46 5.84 6.19 6.62 6.93 15-min (2.54-3.12) 1 (3.04-3.75) (3.594.42) (4.02-4.95) (4.50-5.55) (4.86-6.02) (5.17-6.44) (5.45-6.83) (5.76-7.32) 1 (5.98-7.69) 1.93 2,33 2.83 3.24 3.73 4.11 4.47 4.82 5.27 5.61 30-min 1.74-2.14 (2.10-2.59) 2.55-3.14 2.91-3.59 (3.334.11) (3.66-4.53) (3.96-4.93) (4.24-5.31) (4.58-5.82) (4.84-6.23 60 min 1.20 1 (1.08-1.34) 1.46 (1.32-1.62) 1.82 1.64-2.01) 2.11 1 (1.90-2.34) 2.48 1 (2.2-2.74) 2.78 (2.48-3.07) 3.08 (2.73-3.39) 3.38 (2.97-3.73) 3.78 (3.294.18 4.10 (3.534.55) 0.722 0.876 1.10 1.29 1.53 1.74 1.95 2.17 2.47 2.72 77 2-hr (0.633-0.826) (0.768-1.00) (0.962-1.25) 1 (1.13-1.46) 11 (1.34-1.74) 1 (1.51-1.97) 11 (1.68-2.20) (1.85-2.45) (2.09-2.80) (2.28-3.09) 0.799 3-hr 0.461-0606 0.557--0.8734 0.697-0 919 0.814-31.07 0.967-1.28 1. 9-21 45 1. 2-41262 13 4--11..81 1.51 20& 1. 5 228 0.338 0.408 0.507 0.597 0.717 0.821 0.931 1.05 1.22 1.37 6-hr 0.299-0.382) (0.360-0.461)1(0.446-0.573 ( 0.522-0.674 0.624-0.808 0.710-0.924 0.798-1.05 0.890-1.18 1.02-1.37 1.13-1.54 0.211 0.255 0.318 0.376 0.458 0.530 0.609 0.695 0.822 0.936 12-hr (0.186-0.242) (0.225-0.292) (0.279-0364)1(0.330-0.429) (0398-0.521) (0.456-0.602) (0.517-0.690) (0.582-0.787) (0.676-0.933) (0.757-1.06) 0.285 24-hr (0.1014-0142 (0.138-0.172 0.176-0219 (0.20 -0 258 (0.253-0 316) 0.291--0.366) (0.333 0 421) (0.3� 0.481)1(0.44 0 573) (0.494-0 651 0.075 0.091 0.115 0.136 0.165 0.190 0.216 0.245 0.288 0.324 2-day (0.067-0.083) (0.081-0.101) (0.103-0.129) (0.121-0.151) (0.146-0.183) (0.167-0.210) (0.189-0.240) (0.213-0.273) (0.246-0.321) (0.274-0.361) 3-day 0.048-0 059 0.058-0 071 (007740 090 0087--0..1106 0.105-0129) 0.120-0.148) (0.136-0..1169 0.153-0..1191 0.1077--0 225 (0.19 0 253 0.042 0.051 0.065 0.076 0.093 0.106 0.121 0.137 0.161 0.181 4-day (0.039-0.046) 0.047-0.056 (0.060-0.071) (0.070-0.083) 1(0.084-0.101) 0.096-0.116 (0.109-0,133) (0.122-0.150) 1(0.142-0.176 (0.157-0.199 0.028 0.034 0.042 0.049 0.059 0.067 0.076 0.086 0.100 0.111 7-day (0.026-0.030) (0.031-0.037) (0.039-0.046) 0.045-0.053) (0.054-0.064) (0.061-0.073) (0.069-0.083) (0.077-0.093) (0.088-0.109) (0.097-0.121) 81 10 day 00 00210--0 024 0025-0 029 00 0-0036 0035-0.041 0042-0.049 0.047--0 055 00 2-0062 0058-0 069 0065-0 079 0.00 088 0.015 0.017 0.021 0.024 0.028 0.031 0.034 0.037 0.041 0.045 20 day (0.014-0.016) (0.016-0.019) (0.020-0.02) (0.022-0.026) (0.026-0.030) (0.029-0.033) (0.031-0.036) (0.034-0.040) (0.038-0.044) 1(0.041-0.048) 0.012 0.014 0.017 0.019 0.021 0.023 0.025 0.027 0.029 0.031 30 day (0.011-0.013) (0.013-0.015) (0.016-0.018) (0.018-0.020) (0.020-0.023) (0.022-0.025) (0.023-0.027) (0.025-0.029) (0.027-0.031) (0.029-0.034) 0. 110 0. 112 0.014 0.015 0.017 0.019 0.020 0.021 0.023 0.024 45 day (0.009-0.011) (0.011-0.012) (0.013-0.015) (0.014-0.016) (0.016-0.018) (0.017-0.020) (0.019-0.021) (0.020-0.02(0.0 ) 21-0.024) (0.02-0.026 0.009 0.010 0.012 0.013 0.015 0.016 0.017 0.018 0.019 0.020 60 day (0.008-0.009) (0.010-0.011) (0.011-0.013) (0.012-0.014) (0.014-0.015) (0.015-0.017) (0.016-0.018) (0.017-0.019) (0.018-0.020) (0.019-0.021) Fion frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). n parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a ion and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not gainst probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. er to NOAA Atlas 14 document for more information. VDOT Drainage Manua! I TOP STANDARD DI-1 FRAME & GRATE INLET STATION (1) Outlet Water Surface Elev. (2) D;_, (3) Q, (4) _ (5) Sf, % (6) Hf (7) JUNCTION LOSS Final H (19) Inlet Water Surface Elev. (20) Rim Elev. (21) Vo (8) Ho (9) Qi (10) Vi (11) Q1Vi (12) V12 Hi (13) Angle (14) H;, (15) Ht (16) 1.3 Ht (17) 0.5 Ht (18) 2g A-1 481.46 1.50 4.71 7.75 0.05 0.39 2.67 1 0.0277 2.45 2.67 6.54 0.1107 0.0332 01 0.0000 0.0609 0.0791 0.0304 0.4484 481.91 489.50 A-2 484.10 1.50 1 4.71 45.00 0.05 2.25 2.67 0.0277 1.65 1.99 3.28 0.0615 0.0184 80° 0.0430 1 0.0892 0.1159 0.0446 2.3392 486.44 1 490.50 A-3 485.01 1.50 3.52 91.25 0.01 0.91 1.99 0.0154 1.04 1.03 1.07 0.0165 0.0049 45° 0.0077 0.0281 0.0365 0.0140 0.9406 485.95 491.00 A-4 485.68 1.50 1.83 66.25 0.01 0.66 1.03 0.0041 0.00 0.11 0.00 0.0002 0.0001 80° 0.0001 0.0043 0.0056 0.0021 0.6668 486.35 491.00 A-5 486.20 1.50 0.19 52.50 0.01 0.53 0.11 0.0000 0.00 0.00 0.00 0.0000 0.0000 01 0.0000 0.0000 0.0001 0.0000 0.5250 486.73 490.70 90° K = 0.70 50° K = 0.50 20° K = 0.25 FINAL H = Hf + Ht 80° K = 0.66 40° K = 0.43 15° K = 0.19 Hi = 0.35 V2i / 2g; Ho = 0.25 V2o / 2g; H, = K V2i / 2g; H, = Ho + Hi + HA 70° K = 0.61 30° K = 0.35 10° K = 0.13 60° K = 0.56 25° K = 0.30 5° K = 0.06 9ofi VDOT Drainage Manual #4 BARS @ 4" C-C #4 DIAGONAL BAR @ALL CORNERS TYPICAL 4'-10" DIAMETER DI-1, 1A PC 04 ALTERNATE TOP F� 4'-10" �1 NOTES: 1 SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2• CONCRETE TO BE 4000 PSI MINIMUM. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, ASTM A-497 (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS). 4. CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. 5. SEE STANDARD DI-1, 1A FOR DETAILS OF FRAME AND GRATE. 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORK. METAL 12" 2'-6" 2'-5" 15" 2'-91/4" 2,-8„ 18" 3'-01/2" 2'-11" 21" 3'-3%4" 3,-2„ 24'' 1 3'-7" ;L• '8'' DOWELS ° GROUT NOTES: 1. TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, OR O-RING GASKETS OR BUTYL RUBBER. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. ALTERNATE JOINT DETAILS SPECIFICATION REFERENCE 105 233 302 T-DI-3,4 11 4, STANDARD IC-2 FRAME AND COVER O PRECAST .1111I� FACE OF 1„ BLOCK # 3 BARS •,� 'o\ry �: o • .. PRECAST THROAT • . - N 45* .. 'e' o . 21 z„ PRECAST FACE I1 I OF BLOCK I 6 /4, 6" 1%z„ 4„ ISOMETRIC 3" CURB DROP INLET THROAT SECTION ALTERNATE DESIGN #4 BARs - .A:.•.� N; 4" HOLES EACH END PRECAST FACE OF BLOCK SEE NOTE 1 I BACK OF \I 7%z" 1/ CURB LINE 1" RADIUS I NOTE: 2„ I I DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT OF ADJECENT CONCRETE. ALTERNATE DETAIL FOR FACE BLOCK _ _ _ _ _ _ _ _i DETAIL A (NOSE TYPE B) N PLAN BACK LOF 2" NOMINAL CURB LINE INE t 4"'NOMINAL it • - 45a N N r ------- - - - - - I _ _ _ _ _ _ SEE DETAIL A J a = ; .; I I I HOLE •:a. a . ....q .: I 211 �\ �1 FOR I ------- - - - - -J DOWELING -- - - - - - ) TO CURB FACE OF BLOCK BACK VIEW END VIEW NOTES: ALTERNATE ALTERNATE NOSE DETAIL B 1• 2" x 4" NOTCH MAY BE FORMED WITH STRAIGHT SIDES, TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS. 2.ALL DETAILS NOT SHOWN TO BE IN ACCORDANCE (FOR USE WITH MOUNTABLE CURB) WITH SHEET 1 OF 2. SPECIFICATION 1v�T REFERENCE STANDARD PRECAST TOP UNITS ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 2 OF 2 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 103.06 302 PB 1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE = GROUND LINE = GROUND LINE _ ---_ -1 I (� I 1=1 rrrrrr rrrr I -1TI-1 � - i 1_ -1 I -1 I-1 rrrrrr rrrr l� 1=1 I (-1 I - -1 I I -III -I rrrrrrr rrrrrrr III=1TI-1 11- N I II rr EARTH I II II ROCK OR I rr ""-EARTH rrr II rrr d I I rrr d rr UNYIELDING _ o II d I� Ili SOIL IV LU o o L111 = BEDDING MATERIAL �I -1 I-1I1=1I1=1II II - ° I =1 9 1 -MIN. 1/10 D X D X BEDDING LL _ 11 _ MIQ p - - 1 11MIN. X D X BE 1/10 D - _ __ __ _ 11 MATERIAL MATERIAL X D X 1/2" PER 1' OF H MIN. 8", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL -TOP OF FILL TOP OF FILL - ;•rrrrrrr, rrrrrrr. _ - rrrrrr rrrrrrr:;;:•;;,� _ - rrrrrrrrrrrrrrr rrrrrrrrrrrrrrr - .;rrrrrrrr rrrrrr• _ - rrrr rrrr: - �, __ rr - rr, •'r'� �'�'� �' � = rr rr ::•:::::: d rrr: GROUND -rrrrr rrrrr,::;�:::;:- N = �: rrrr rrr : • • :rrr rr : GROUND - - _ N - rrrrrrrrrrrrrr rrrrrrrrrrrrr rrrrrrrrrrr rrrrrrrrrrr rrrrrrrrrr rrrrrrrrrr - = - o LINE r d rr o - LINE + = rrrrrrrrrr d rrrrrrrrrr _GROUND - \ _ _ •; o N _ - LINE III III-1 I-11I-1 III I I v EARTH ROCK OR -1 I I j MIN, 1/10 D UNYIELDING 1 II _ = -_- MIN. 1/10 D 0 BEDDING MIN. 1/10 D X D X BEDDING MATERIAL I -III=III-11 - I, �2" PER SOILi- 1" OF H X D X MIN. 8' BEDDING MATERIAL EARTH MAX.24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROAD AND BRIDGE ® NOTES: SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE rrrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SPECIFICATIONS. IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL rrrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. XVDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 SHEET , OF 4 REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 Q c� Ln G z m Z uj N � � LU Q 5 O O I,., Com Z Z Ln ul Q Jj w 2 = w to N H Z Z 0 Y Z O aL w cwC cwc U J a G C or W of Z O O O of O H 0 H a- Lu w Ln Ln U Lu w H ZE II= W W Q = 0 K = a = Y O C) 0 Q v~) Q Q> Q -.1 m a) 0) � O O Z N 0 w F- Ln O c\-I N Ln tD .-1 � N O M 6n n 00 -1 N -1 -1 W Yk .-I N M V V1 l0 NAL DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net z H z w a O J W i w 0 W r/ / PROJECT NAME: 1 ii W J J > N L LI H 0 a 2 U W H Z W J J 0 I O O rV W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEETTITLE: STORMWATER CALCULATIONS AND PROFILES SHEET NUMBER: PROJECT NUMBER: 19016W4D DATE: 01/30/20 ,' xnix real MW Axx MS My5m 4000 PSI PORTLAND CEMENT )NCRETE WITH AIR ENTRAINMENT AND ELIDED WIRE FABRIC OR FIBER MESH UNTREATED AGGREGATE BASE COURSE ADOT TYPE I, SIZE 21-A) )P 10" OF SUBGRADE TO BE COMPACTED TO DRY DENSITY, STANDARD PROCTOR. CONCRETE PAVING (Heavy Duty) SUPERPAVE ASPHALT BINDER )RSE (VADOT SM 9.5A) INTREATED AGGREGATE JOT TYPE I, SIZE 21-A) ' 10" OF SUBGRADE TO BE COMPACTED TO DRY DENSITY, STANDARD PROCTOR. ASPHALT PAVING (Light Duty) SUPERPAVE ASPHALT SURFACE JOT SM 9.5A) SUPERPAVE ASPHALT BINDER )RSE (VADOT IM-19.0) INTREATED AGGREGATE JOT TYPE I, SIZE 21-A) ' 10" OF SUBGRADE TO BE COMPACTED TO DRY DENSITY, STANDARD PROCTOR. ASPHALT PAVING (Heavy Duty) NOTES: 1. REFER TO THE PAVEMENT RECOMMENDATIONS WITHIN THE GEOTECHNICAL REPORT PREPARED BY ECS MID -ATLANTIC, LLC. DATED FEBRUARY 26, 2019 (ECS PROJECT NO. 03:13004) - SHOWN ABOVE. SEE FULL GEOTECHNICAL REPORT FOR MORE DETAILS. 2. IT IS THE CONCTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO CONSTRUCTION AND REVIEW THE RECOMMENDATIONS THOROUGHLY. 3. ALL SUBBASE, CRUSHED STONE, AND ASPHALTIC LAYERS TO BE COMPACTED AND INSTALLED PER VADOT STANDARDS. a • ' r VARIES - a A A INSURE BAKFILL IS PLACED UNDER PIPE AND PROPERLY COMPACTED SUITABLE FOUNDATION WATER TIGHT C( FINISHED GRADE MANHOLE OPENING OUTSIDE DIAM OF HDPE PIPE MANHOLE/STRUCTURE WALL FIRST COUPLER SHOULD BE o < 18" FROM WALL OR BE ENCLOSED IN FLOWABLE FILL 1Y2 I_ 1Y2 D. I.D. MIN. MIN. BEDDING NATIVE SOIL _j 12" MIN. PVC MANHOLE ADAPTER T 1PTER OD 1 TYPE 3A: A-LOK (PRE -CAST) MANHOLE GASKET W/ PVC NOTES: MANHOLE ADAPTER 1. MAXIMUM INSERTION ANGLE SHALL NOT EXCEED REQUIREMENTS AS SPECIFIED BY THE MANUFACTURER. 2. PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION. CONTRACTOR MUST INSURE MANHOLE GASKET IS UNIFORMLY SEATED AROUND STRUCTURE ADAPTER. EXTRA PRECAUTION MUST BE TAKEN TO PREVENT DIFFERENTIAL SETTLEMENT BETWEEN THE PIPE AND MANHOLE WA I ER TIGHT (KOR-N-SEAL I KOR-N-SEAL3( Or e• PIC ORAx rAall CC NWM M. far Y rm ml lO OAar ,' owwwII' M SWiAkr SENW ----__lr------ "or M. I I -----ter--- I 1 I II I O I O II 1 + C I. IO I TAN"- II II I � I �' TANK-2 II I II I L - - - - - J L - - - - - J ~ L - - - - - J L - - - - - J FRONT VISIT Fj =-Tt Em � I�lilil� rim NOTE: 1. Pressure Test All Suction Lines Upon Installation @ 10-15 PSI max. 2. Keep pressure on Suction Lines for the entire DURATION of construction. 3. Pressure should NOT drop more than 2 PSI. 4. Watch for problems when excavating driveways. 5. If reclaim tanks are located more than 60 feet away from reclaim unit, then increase suction line to 3" sch 80 PVC. 6. Placement of suction lines is critical 7. Do NOT put screens on the suction lines 8. ANY QUESTIONS CONTACT SONNY'S. ►����������������� � .)III ' 0 0- *NOTES 1' Plc IX.pxS LOG1E0 wc"LW Iti s]I-m nc x rAx� I ax -aoae ttwrxn I 10 I am"txe n I ,•sa,m '} L--- --------J 1' PYC � Plc Capli� YC N/IIQI P.- - rr L 2000ALiAN TANS CAR WASH RECLAIM SYSTEM STANDARD RECLAIM 3 TANK (SEE RECLAIM SHEET FOR DETAIL) �- FINAL BACKFILL MIN. COVER TO FLEXIBLE PAVEMENT, H INITIAL BACKFILL \ HAUNCH BEDDING SUITABLE FOUNDATUION 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLAITION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST EDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSUITABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR THE MATERIAL SPECIFICATION TO THE ENGINEER. UNLESS OTHERWISED NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-900mm). 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF THE PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. NTS FINISHED GRADE EARTH CLASS I OR II BACKFILL PER ASTM D2321. COMPACTED IN 8" MAX. LIFTS TO A MIN. OF 90% MAX. STANDARD PROCTOR DENSITY PVC MANHOLE ADAPTER T 1PTER OD 1 TYPE 3B: KOR-N-SEAL (CORED HOLE OR PRE -CAST) W/ FIELD MANHOLE BOOT W/ PVC MANHOLE ADAPTER NTS 1 CURB INLET GRATE, FRAME AND CURB BOX SHALL BE HEAVY DUTY AND SHALL MEET H-20 LOADING. MANHOLE AND GRATE DIMENSIONS SHOWN SHALL BE MINIMUMS. CONTACT CIVIL ENGINEER IF ALTERNATE NEEDED. TONGUE AND GROOVE JOINT TO BE SEALED WITH ASPHALTIC MASTIC NON -SHRINK GROUT, OR O-RING GASKET CONFORMING TO ASTM C 361 ©� Y-fiTRiT,:73-ii7C�"F-rC N J" Y PIC P"E M. m Ntu NOTE: 1. ALL UNDERGROUND TANKS AND PIPING BY CONTRACTOR 2. PIPE LOCATIONS SHOULD BE USED FOR ANY TANK 3. ALL INTERNAL TANK PLUMBING TO BE 6" sch 40 PVC UNLESS NOTED OTHERWISE 4. ALL TANK BOTTOMS SHOULD BE LEVEL 5. THIS DRAWING IS TO SHOW TANK HOLDING CAPACITY AND PIPING RELATIONSHIPS ONLY. THEY ARE NOT INTENDED TO ADDRESS TANK STRUCTURE ENGINEERING. RECOMENDED MINIMUM TRENCH WIDTHS PIPE DIAM. MIN. TRENCH WIDTH 4" 21" 6" 23" 8" 26" 10" 28" 24" 48" 15" 34" 18" 39" 24" 48" 30" 56" 36" 64" 42" 72" 48" 80" 54" 88" 60" 96" MINIMUM RECOMENDED COVER BASED ON VEHICLE LOADING CONDITIONS SURFACE LIVE LOADING CONDITION PIPE DIAM. H-25 HEAVY CONSTRUCTION (75T AXLE LOAD)* 12" - 48" 12" 48" 54" - 60" 24" 60" VEHICLES IN EXCESS OF 75T MAY REQIRE ADDITIONAL COVER MINIMUM RECOMENDED COVER BASED ON RAILWAY LOADING CONDITIONS COOPER PIPE DIAM. E-80** UP TO 24" 24" 30"-36" 24" 42"-60" 24" COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM OF RAILWAY TEL * E-80 COVER REQUIREMENTS, ARE ONLY APPLICABLE TO ASTM F 2306 PIPE. HOODED INLET SHALL BE 24" MIN CONCRETE GUTTER '--ROUND TO SQUARE ADAPTER WITH OPENING MANHOLE STEP 48 PRECAST RISER SECTION PRECAST MONOLITHIC BASE 0 PIPE VARIES 6" THICK BED OF #57 STONE EXTENDING 6" BEYOND MANHOLE BASE SECTION VIEW IN ALL DIRECTIONS 6" 00E�0 ADJUSTABLE 0 0 0 0 6"-9" 0 0 0 16" MIN 0 0 0 4" DODO 24" MIN GRATE SIDE VIEW GRATE TOP VIEW HOODED GRATE INLET NOT TO SCALE Q F m z LU o L oCr Cr V)V) o co > z z <n J G W JI a- to U)Q W O ♦- Z Z 0 = Z LU W Q 2 2 g ,, Z O O O Cr F O ~a w > N N < w 1_ Ill LU w Q Y = O a _ U w K 0 un or Q 0 Q of Q Q> Q J m M rn rn M O o z cti .1 -1.-1 N N w Ln .1 N Lo .-{ O O (n Q f� 0000 ­1 N .-II O O .1 r-I O O W Yk .4 N M R Lrl l0 LT H OF�� MES J TER 0, NAL DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net V / z Q J a_J z 1 OC z> WW J J z �> LU W C o ^G L 1..� O a _ w \ / U LU LU j W z W LU U J J Uj 0 Of W O O c'V NNNNNNNNNN� PROJECT NAME: W4 DEVELOPMENT CHAR LOTTESVILLE, VIRGINIA SHEET TITLE: STANDARD DETAILS SHEET NUMBER: 9 PROJECT NUMBER: 19016W4D DATE: 01/30/20 I 492 \�----, i 492 ----- 8" CONDUIT ----I ----_ _---------------- i -----------'-'_ — I I �O -- (D ' — _0 - i BR 491.40 I -V \ I� lo 491.39 ', --- -_491.39 i 491.39 491.39 Ll ° °_ d 4 d ° O 4 L d 4 ° TR 491.90 ' a d / o o \ Ll IJ < 4 Id ° d u 4 U JJ TR 491.90 d° ad 2" CONDUIT, rr_--Q----_ _ __ __ __ __ _ __ __ __ _ ° TR 491.90 4 I I 4 I I I I BR 491.40 °4 4 B I ° d o � 4 d - 4 4 ° 4 i ---- 4,23W&F. \ �91.5o F.F.E. = 492.00 \ mam"Imom! 491 490 —-- _ 489 3:1 SLOPE, __-- ------------ 4 d 4 ° \ 4 ° 14:98' 487.00 4 C ----- o i p D i p p P p p p o D p p P D p p p p D p r D � GRADING PLAN SCALE: 1'I = 20' 4 • 5 • 8' CONDUIT I 19, 19' I a I � I � I I � I I ! I I � I I � I I � I I —7 — — — — — — - — — — — — — — — — -----------'--—� (2) 12' X 18' H/C CONC. N PARKING SPACE W/ 5' WIDE STRIPED UNLOADING I N I I0 I z I I I I Na• I � � I I ' I I, ' I I I I II vLj ° ° i ° d 4 d d 4 ° � / ° I �2"C ° ° N DUIT 4 4 4 , ° d ad d 4 ° 4 Gd 44 d 4 I I d I I 4 a d 4 0 0 ° d d ❑ D a 4 d d a ° d � d 4 PROPOSED CARWASH 31' 4,231 S.F. F.F.E. = 492.00 125'TUNNEL 0 ° d a d �c -- -- -- -- -- 214.98 -- -- -- -- — d C dQ ° d D r_ p p Q o D o p p p D p D SITE PLAN SCALE: 111 = 201 ACCESSIBLE PARKING SPACES, ACCESS AISLES AND PASSENGER LOADING ZONES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:67 (1.5%) IN ANY DIRECTION. Q F m z Uj W C W Go 0 F a LU W d V) (n w z z 0 o z CWC We U U Q J W G G J z Cr o- w C2 O n C O O w U �—� H w w w Q H = 0 Cr K 0- = U 0 Q V)Q Q> 0 Q m m m O O z i I � N N \ \ \ \ \ \ W V1 ci V1 lD ci O O F— O N eI ri N M \ \ \ \ \ \ c-I N ci > O O 1-I .-i O O W = 7t ci N m d' V1 l0 ILTH AMES J TER O, rvAL DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725,1200 F: 770.725.1204 www.carterengineering.net V) z Q Q z WLU LU J z J w w F_ O G ^ L L1 0 a - p w > U Ce —� W F_ z LU in LLj U J J LU 0 0 0 LU � N r� V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: ADA ACCESS PLAN SHEET NUMBER: 10 PROJECT NUMBER: 19016W4D DATE: 01/30/20 ONE SIGN PER H/C PARKING SPACE. SIGN TO CONFORM BACK OF TO STATE REGULATIONS. SIDEWALK SIDEWALK 4" WIDE Q STRIPING W �W 4" STRIPING 2 COATS 45- (typ) OF PMS 123 YELLOW Q PAINT f 1 WHEN MEASURING SPACES AND ACCESS AISLES, THE MEASUREMENT SHOULD BE TAKEN FROM THE CENTER OF THE OUTSIDE STRIPE ON THE SPACE OR ACCESS AISLE TO THE CENTER OF THE INSIDE STRIPE ON THE SPACE OR ACCESS AISLE. 5' X 5' LEVEL LANDING AREA. SLOPE RATIO NOT TO EXCEED 2% IN ANY DIRECTION RAMP SLOPE NOT TO EXCEED 1:14 (TYP.) �P 1' ISOMETRIC VIEW OF RAMP RAMP LANDING 5' MIN. PROJECTED TOP OF CURB SECTION A -A NOTES: GUTTER SLOPE 1:20 OR LESS RB & TTER RAMP CURB (TYP.) 0>, MAN 5 P I' 1. HANDICAP RAMP CONSTRUCTION SHALL CONFORM TO ALL FEDERAL, STATE AND CITY CODES AND SPECIFICATIONS. 2. SURFACES SHALL MEET THE REQUIREMENTS OF 2010 ADA AND THE 2004 ADAAG 3. THE SLOPE OF THE GUTTER MUST NOT EXCEED 1:20 ADJACENT TO THE RAMP. ONE SIGN PER H/C PARKING SPACE. SIGN TO CONFORM BACK OF SIDEWALK TO STATE REGULA TIONS. SIDEWALK Z 4" WIDE U STRIPING � W W O VA 4" STRIPING © 45' (typ) 2 COA TS OF PMS 12J YELLOW Q PAINT ACCESSIBLE PARKING SPACES, ACCESS AISLES AND PASSENGER LOADING ZONES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:50 (2.0%) IN ANY DIRECTION. 8" PMS XXX WHITE PAINT E� 24" 5' Ed (TYP) CROSS WALK STRIPING PMS XXX WHITE PA1N7 TTP 115 BLUE PAINT PAINTED HANDICAPPED PARKING SPACE & SYMBOL NOT TO SCALE STANDARD CONSTRUCTION DETAIL HANDICAP RAMP TYPE HANDICAP ACCESSIBLE SIGN PERMIT PARKING ONLY TYPE 12"x18"ALUMINUM PERMIT PARKING ONLY COLOR ISTANDARD F VAN ACCESSIBLE SIGN TYPE ALUMINUM TOW -AWAY ZONE TOW -AWAY ZONE COLOR ISTANDARD MIN. HEIGHT TO BE 84" ABOVE PARKING LOT ELEVATION TO THE VAN BOTTOM OF SIGN ° ACCESSIBLE o NOTES: o SIGNS ARE TO BE MOUNTED TO A ° GALVANIZED STEEL POST FROM 60" o ABOVE FINISH GRADE TO THE BOTTOM OF SIGN. :D w o GALVANIZED STEEL POST o Uj w ALL SIGNS MUST BE INSTALLED w w PERPENDICULAR TO THE PARKING 2 0 ° 2 0 STALL (ESPECIALLY ON ANGLED w H 0 w 0 PARKING) Uj LL Q U_ Q w r, a = w GALVANIZED STEEL POST SET 48" (MIN.) IN PIPE BOLLARD w a = m Q �F LL ° CO Q L~i 0=0 0=0 _ ~ 0 = ~ 0 C� 0 6" DIA. PIPE WITH CONCRETE FILL c O p F~ w0�0 w w 0 _ " m o o SLOPE CONCRETE AWAY FROM BOLLARD = w CO FINISHED FINISHED o GRADE GRADE Q�iJ?U j?U M O O W POURED CONCRETE M O¢ WzK POURED CONCRETE 2' 2' DETAIL "A" DETAIL "B" WITH "VAN WITHOUT "VAN ACCESSABLE" SIGN ACCESSABLE" SIGN "HANDICAP PARKING ONL Y" SIGNS NOT TO SCALE a m z N � w o w a 2 mLn o z z v, gw a 0 w Z wwc cwc 0 a J w C G u J N cif Q � 0 Q 0 C � a w> V) N 0 w It W w w a- Y U _ U w = H O Q n Q Q > Q J CIO m m m m O O \Lr) \ \ \ \ \ w 0 rq -4 lD O O � N N ,--I r4 N m \ \ \ \ \ \ (n 0 00 e-N 0 C) 5;O ti N O Li OC xx N N m Ln -o �N AN►i DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net V J z Q _I a z C7 z> �- w w J J zLU �N W in- r O O G ^ 1� � Q p�LU — w U W -� W z W 0 U \ J W O LU O O � N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: ADA DETAILS SHEET NUMBER: 11 PROJECT NUMBER: 19016W4D DATE: 01/30/20 PLANT SCHEDULE TREE MANAGEMENT CALCULATIONS: GENERAL LANDSCAPE REQUIREMENTS: Street trees shall be planted with even spacing in a row within the public street right-of-wayor adjacent to the public street ri ht-c -wa i not permitted therein b J p 9 1` Y f P Y the Virginia Department o Transportation, and with the private street ri ht-c -wa . 9 p f p p 9 f Y One (1) large street tree shall be required for every fifty (50) feet of street frontage, or portion thereof, if twenty-five (25) feet or more. Where permitted, one (1) medium tree shall be required for every forty (40) feet or road frontage, or portion h i twenty (20)feet or more. 1 required street trees cannot be planted within thereof f t e ty () f f q the parking setback or within ten (10) feet of the street right-of-way due to sight requirements, then the planting strip distance, utility easements, or other conflicting equ p g p shall be enlarged to accommodate the trees. If this requirement creates a hardship by causing the relocation of required parking spaces, then the additional planting area may be counted toward the interior landscaping requirement. Seminole Trail: (power lines present) 249.25 Linear Feet Large Trees Required: 7 Small Trees Required (249.25 / 40) Large Trees Provided: 7 Small Trees Provided Additional 6 Ornamental Trees Provided Woodbrook Drive: 213.63 Linear Feet Large Trees Required: 5 Large Trees Required (213.63 / 50) Large Trees Provided: 5 Large Trees Provided n a parking area is located so that the parked cars Shrubs along public streets: When p g will be visible from an off -site street, the agent may required odditonal planting of low street shrubs between the street and the parking area, subject to the following: 1. Shrubs shall be a minimum of twelve (12) inches in height when planted 2. Shrubs shall be in a single row planted five (5) feet on center. 3. The agent may authorize different landscaping designed to minimize the visual impact of the parking area. A hedge of evergreen shrubs planted no greater than five (5) feet on -center and being a minimum of 12"in height at time of planting has been proposed along Seminole Trail and Westbrook Drive. Parking Area Landscape Requirement An area of at least five (5) percent of the paved parking and vehicular circulation area shall be landscaped with trees or shrubs. Neither the areas of street trees and shrubs required by sections 32.7.9.5(d) and (e) nor shrubs planted between a parking area and a building on the site shall be counted toward the minimum area landscaped areas for a parking area. Vehicular Area: 21,982 Square Feet Landscape Area Required: 1,099.1 Square Feet (5%) Landscape Area Provided: 17,586 Square Feet (80%) The plant materials may be a mixture of shade trees and shrubs and shall include one (1) large or medium shade tree per ten (10) parking spaces or portion thereof, if five (5) spaces or more. Parking Spaces Provided: 30 Parking Spaces Trees Required: 3 Trees Required (30 / 10) Trees Provided: 4 Trees Provided Tree Canopy Requirements Each commercial or industrial use site shall have a tree canopy covering a minimum of ten (10) percent of the property (45,787SF). Tree Canopy Required: 4,578.7 Square Feet (10%) Tree Canopy Provided: 6,531 Square Feet (14%) Existing to Remain 0 Square Feet Canopy Area (8) 329 Shumard Oak 2,632 Square Feet Canopy Area (7) 366 Lacebark Elm 2,562 Square Feet Canopy Area (7) 125 Trident Maple 875 Square Feet Canopy Area (6) 77 Crape Myrtle 462 Square Feet Canopy Area PLANTING NOTES: 1. The contractor shall locate and verify all existing and new utility line locations prior to planting, and shall report any conflicts to the landscape architect. The contractor will be responsible for the protection of all underground utilities during the life of the project. P P 9 9 p l 2. The contractor is responsible for repair of any damage incurred during the execution of work. 3. The contractor shall stake all tree locations in the field and the staked locations shall be reviewed and approved by Carter Engineering. Carter Engineering may make minor adjustments to the layout without incurring additional costs to the project. 4. Mulch all plant areas with 3" layer of double ground shredded hardwood mulch. 5. Any proposed substitutions of plant species will be with plants with equivalent overall form, height, branching habit, flower color, leaf color, fruit color, and time of bloom, as approved by Carter Engineering. 6. Substitutions shall not be made unless drawings and/or written requests are submitted to Carter Engineering for approval. Carter Engineering shall determine equality based upon complete information submitted by the contractor. 7. Trees: provide specimen balled and burlapped, or as specified, trees of height, size, caliper, genus, species, cultivar and branching configuration indicated. The root system of each shall be well provided with fibrous roots. All parts of plant shall be moist and show active green cambium when cut. they shall be free of disease, insect pests, eggs or larvae. All plants to be moved balled and burlapped, must be moved with the root systems as solid units with balls of earth firmly wrapped with untreated burlap, firmly held in place by a stout cord or wire, drum laced, boxed, or in containers. 8. Pruning and shaping: prune, thin out, and shape plants in compliance with American Hart's 'American Standard for Nursery Stock' to preserve the natural character and only as approved by Carter Engineering design team. Retain required height and spread. Do not alter shape and do not cut leaders. Remove all dead wood, suckers, broken or bruised branches, and crossing branches. 9. Stakes and Guys: to be round cedar posts. 10. The Carter Engineering representative reserves the right to reject plant material at the nursery or at the site. 11. The trunk flare (at the base of the tree) shall be properly exposed for all plantings. 12. Kee root balls intact prior to and during planting operations. Plants with broken or damaged P P 9P 9 P 9 root balls shall be rejected and immediately removed from the site. Keep root balls damp and protected from damage due to sun and wind. Do not shave root balls. 13, Plant soil mixture will be used to backfill the planting area. Install plants simultaneously with installation of planting soil mixes. 14. Tree planting: see tree planting detail and notes herein for additional information related to planting pit dimensions, planting operations, backfilling, and tree staking. 15. Container stock planting: plant container grown stock the same as specified for balled and burlapped stock, but remove containers completely. 16. Soil shall be free of all debris, construction material, and slurry. Landscape areas shall be backfilled with planting soil mixture per details and specifications. 17. Obstructions: if obstructions or other conditions detrimental to healthy plant growth are encountered, notify Carter Engineering immediately and request additional instructions. 18, Watering and drainage: fill excavations with water and allow water to percolate out before planting. If planting pits do not percolate or drain properly, notify the Carter Engineering and request additional Instructions prior to planting. Do not plant into poorly draining planting pits; poorly draining planting Its may hold water and drownplants. P Y 9P 9p Y 19. Flood all plants with water twice within the first 24 hours after planting. 20. All plant material shall be mulched after planting. Backfill to allow room for mulch after P P 9 settling, and place mulch in dish after first watering and within one week of planting. See planting details for mulch thickness. 21. All plants shall be plumb vertically after settling or as directed by Carter Engineering. 22. Planting restrictions: plant during one of the following periods. • Spring planting (shrubs, groundcover, perennials) - March through May • Fall planting shrubs (shrubs, groundcover, perennials) - Sept. through November • Tree planting - September through April 23. Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship or growth within 18-months of substantial completion. Failures include, but are not limited to: • Death and unsatisfactory growth, except for defects resulting from the lack of adequate maintenance by owner. • Structural failures including plantings falling or blowing over. 24. The contractor shall verify the quantities listed in the plant legend. Contractor is responsible for installing all plants shown on planting plans. In case of discrepancies Carter Engineering should be contacted. 25. All groundcover quantities shall be determined using the information provided in the groundcover quantity and spacing chart within the Landscape Drawing Set. GENERAL LANDSCAPE NOTES: 1. Landscaping shown on this plan shall be maintained in compliance with county and/or city landscape ordinance. 2. All disturbed ground shall have ground cover or mulch and/or grassing. 3. Trees selected for planting must be free from injury, pests, disease, nutritional disorders or root defects, and must be of good vigor, so as to assure a reasonable expectation of survivability. 4. Plants that are diseased, unsurvivably damaged or are dead shall be removed and replaced with a plant of the same species, variety, and cultivar, as acceptable to the code enforcement director. 5. Other landscape materials shall be maintained in proper repair and shall be kept clear of refuse and debris. 6. Arbor Tie or similar nylon tree strapping/guying material shall not be used in a way that will girdle tree trunks if left in place. GROUNDCOVER SPACING & QUANTITY PLANT SPACING PLANT SPACING MULTIPLIER (PLANTS PER SF) 12" 1.15 15" .74 18" .51 24" .29 TOTAL CITY BOTANICAL NAME _T COMMON NAME CAL./GAL. SPACING TYPE HT./SPR. MINIMUM REMARKS CANOPY TREES s Pistocheachinesis Chinese Pistache 3.5" Cal. As Shown B&B 12'/ 6' Straight Central Lea der to Min. Ht. Well Spaced Branches g p Symmetrical Crown 9 Quercusshumardii Shumard Oak 3.5" Cal. As Shown B&B 12' / 6' Straight Central Leader to Min. 6' Ht., Well Spaced Branches, Symmetrical Crown 4 Ulm us parvifolia 'Emer 11'Allee Emer II' Lacebark Elm 3.5" Cal. As Shown B & B 12'/ 6' Straight Central Lea der to Min. 6' Ht., Well Spaced Branches, Symmetrical Crown UNDERSTORY/FLOWERING TREES 7 Acer'' buer erianum Aer n 9 Y Ae nTrident Maple ry' p 3.5Cal. " As Shown B &B '/ 6' Straight htCentral Lea der to Min. Ht. Well Spaced Branches g P Symmetrical Crown 6 Lagerstroemia indica 'Tuskegee' Tuskegee' Crape Myrtle 1 3.5" (Multi) As Shown B&B 1 10' / 5' 1 Multi -stem (3 min.) Clearto 55, Well Spaced Branches, Symmetrical Crown EVERGREEN SHRUBS 12 Camellia sasanquo'Kanjiro' Kanjiro' Camilla 7 Gal. As Shown Container 36" / 30" Full Pot, Well Shaped 35 Cephalotaxus harringtonia'Prostrata' SpreadinglapanesePIumYew 3Gal. As Shown Container 181./18" Full Pot, Well Shaped 12 Ilex crenata'Sky Pencil' Sky Pencil' Holly 7 Gal. As Shown Container 36" / 12" Full Pot, Well Shaped 125 Ilex glabra'Dens a' Densa' Inkberry Holly 5 Gal. As Shown Container 24" / 24" Full Pot, Well Shaped 48 Ilex vomitoria'Stokes Dwarf' Stokes Dwarf' Yaupon Holly 5Gal. As Shown I Container 1 24" 24" Full Pot, Well Shaped DECIDUOUS SHRUBS 27 Hemerocallis 'Stella de Oro' Stella de Oro' Daylily 1 Gal. As Shown Container 12" 12" Full Pot, Well Shaped 22 Deutzio gracilis 'Nikko' Nikko' Deutzia 3Gal. As Shown Container 18" 18" Full Pot, Well Shaped 38 Rosa'Meiggil' Peach Drift Rose 3 Gal. As Shown Container 18../18" Full Pot, Well Shaped 31 Rosa'Radtko' Double Knockout Rose 3Gal. As Shown Container 181./18" Full Pot, Well Shaped GROUNDCOVERS (in square feet) 1195 Liriopemuscari'BigBlue' Big Blue'Lilyturf 1Gal. 18"O.C. Container 12"/12" Full Pot, Well Shaped TURF GRASS (in square feet) 8,300 Sod- as directed by owner Sod - as directed by owner --- --- SOD Knockout Rose Spreading Japanese Plum Yew 0Ilex 'Sky Pencil' Holly El Sod As Directed by Owner 0Double Rosa radtko Cephalotaxus harringtonia crenata 'Sky Pencil' 'Prostrata' 'Densa' Inkberr Holly Y Y Ilex labra 'Densa' Dwarf Yau on Holly p Y O Ilex 'Stoke's Dwarf' Nikko' Deutzia 'BigBlue' Creeping Lil turf p g Lilyturf 'Nikko Lirio 'Big Blue' 9 vomitoria f racilis e muscari 9 p 9 'Kanjiro' Camellia Peach Drift Rose 0 Camellia sasanqua 'Kanjiro' Rosa 'Meiggil' S, ' • x - J 'PANACHE' SHUMARD OAK ALLEE LACEBARK ELM CHINESE PISTACHE 'AERYN' TRIDENT MAPLE 'TUSKEGEE' CRAPE MYRTLE Quercus shumardii 'Panache' Ulmus parvifolia 'Emer II' Pistachea chinesis Acer buergerianum 'Aeryn' Lagerstroemia indica 'Tuskegee' Street Tree Parking Lot Tree Medium Interior Tree Street Tree (Power Lines) Ornamental Tree (Power Lines) LANDSCAPE SYMBOLS 0 HILL CENTER EXISTING OAK AND HARDWOOD CANOPY TO REMAIN I 3 z u, / xg. TREE PROTECTION FENCE (TYPICAL) EXISTING NEW PROPOSED TREE LINE (TYPICAL) S PLANT HEALTH NOTE: X� ' 7�/Y/ / ��`t LIMITS OF DISTURBANCE (TYPICAL) DB985/7 7 ' 1 / DB 985 7 ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE P K NAIL F D � } EX_ ��_ � 22 � I _-_- HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS��-� _ __ _ _- I • AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. I ) S / (4) DOUBLE KNOCKOUT ROSE i /� (110 SF) 'BIG BLUE' CREEPING LILYTURF I 7 I / I i ) L / _ -4- (1) 3 �� �/ II I I�j'�I/ �� Iv % r V9-- ALLEE LACEBARK ELM I 1 p°1 .- / >i v \ I/ 11/I E_ 1 ;AK�� j- T f • - EXISTING TREE TO BE REMOVED (TYPICAL) (4) DWARF YAUPON HOLLY � �I -�- �� -- (8) PEACH DRIFT ROSE (6) 'DENSA' INKBERRY HOLLY (43) 'DENSA' INKBERRY HOLLY (1) CHINESE PISTACHE (4,700 SF) SOD AS DIRECTED BY OWNER MAG NAIL IEL€V -191 '7'4. � I 0 1 II N SCT RIO HILL, LLC, III 4 III II III III II II III ,1 C/O ROSENTHAL PROPERTIES TM# 04500-00-00-094AO 1 DB 4134, PG 199 1 II II I II II I I II ��L ZONING: PD-SC 1 I I 1 1 1 1 N PRESENT USE: UNDEVELOPED LOT II I II II II (' l l I I I I I I I I I I I I EXISTING ' SANITARY EASEMEN (3) DWARF YAUPON HOLLY71 7 D D (3) 'KANJIRO' CAMELIA (6)'DENSA' INKBERRY HOLLY v (1) CHINESE PISTACHE (3) DWARF YAUPON HOLLY I (1) ALLEE LACEBARK ELM ' (250 SF)'BIG BLUE' CREEPING LILYTURF ' (165 SF)'BIG BLUE' CREEPING LILYTURF (3) CHINESE PISTACHE (24)'DENSA' INKBERRY HOLLY (9) DWARF YAUPON HOLLY S (6)'DENSA' INKBERRY HOLLY i EX INV. OUT WITH FLARED (450 SF) SOD -AS DIRECTED BY OWNER • END SECTION=470.4' / (1)'KANJIRO' CAMELLIA (3)'KANJIRO' CAMELLIA (11) DOUBLE KNOCKOUT ROSE 490- <� P \� y STORMWATER EASEMENT------- / ti DB 985/717 AND DB 985/722_ EX SSMH TOP =_48�.5'\ - IE -4.84 • 1 � � -- - -•sg- - . x c A A h .l A- I \ ar O TO �4 -6.1 V. (4) SPREADING JAPANESE PLUM YEW (3) 'AERYN'TRIDENT MAPLE (12) DWARF YAUPON HOLLY (15) PEACH DRIFT ROSE (1)'KANJIRO' CAMELLIA (3) 'TUSKEGEE' CRAPE MYRTLE .o I� � • � �' 1 !mod •• � I ■ �7I' 4' t I / I • (3,150 SF) SOD - AS DIRECTED BY OWNER (5) SHUMARD OAK (42) 'DENSA' INKBERRY HOLLY (6) DWARF YAUPON HOLLY (6) DWARF YAUPON HOLLY (2) DOUBLE KNOCKOUT ROSE (2) DOUBLE KNOCKOUT ROSE = 8*06'15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S59'24'42"E All, EXISTING UTILITY EASEMENT � � ■ � ■C 98 • ■C 985/722 _ ■ ■ ■ 11 ■ ■ ■ ■ _ 1 j • , J9� �U Y JK• �•.. JY..-�_-'_�=� rYa Ji4 .JY• JY. JY• Jt� .eM JY. .mki J•ic ..d0. IP ® i 0 0 II o s y 1 •• SF) 'BIG BLUE' CREEPING LILYTURF JU �.E 14 �Owwoou ��„ ��•�• . 1 1 I) I ---------------------------- EX • CP • IWO (5) DOUBLE KNOCKOUT ROSE �.�•w Frv�ty :.,�'Jlup 000 � ..'�.""^ft1�'�-s• ''"�,y ® y �\���%^,•RC' NO 2i1i"YY■R {7>i'i Y�Ir�IR�'7 {'►_ -.. t-7I ViyI7■7�1■tif V■7�1��'^y� ��j ��'Y ��'Y' �. I ■.. ��r�ns= � � � � �� "Ill'. • �� _ 10' •P RKI CK F 5 EC ---- -- ----- - -------------- 214.X MA H E NOT - 4' 6 W _ ; ��------_- F._ ND -- � �IIGf GGi-l1GT IT --IT I uc i ]// �/ �O /C• UG T 6-A-Uc T p o P �D - - ° (1)'KANJIRO' CAMELLIA - - - - - - - - - - - - - EX DROP INLET (11)'NIKKO' DEUTZIA EX GRATED DROP INLET " TOP=487.1' (3) 'AE RYN'TRI DENT MAPLE TOP =484.3' INV. OUT (15" RCP) -48 4' (27) SPREADING JAPANESE PLUM YEW INV. IN=475.8' (12)'SKY PENCIL' HOLLY INV. OUT=475.7' U. S. ROUTE 29 (SBL) (11)'NIKK0' DEUTZIA SEMINOLE TRAIL (VAR/ABLE WID TH) ENTRANCE CORRIDOR NOTE: SMALLTO MEDIUM TREES CAN BE SUBSTITUTED FOR LARGE TREES IF OVERHEAD UTILITIES ARE PRESENT. SEE VDOT ROAD DESIGN MANUAL APPENDIX B(1)-47 uG E - - uG E - EX JBOX E Gn- _ (4) SPREADING JAPANESE PLUM YEW (1) 'AERYN'TRIDENT MAPLE (12) DWARF YAUPON HOLLY (15) PEACH DRIFT ROSE (3)'TUSKEGEE' CRAPE MYRTLE Know what's below Cal before you dig QN- dial 811 45-]6e �4576aM'o��%2P 4 81 ,�'9a a56b /:81 , 451 5 �� BSFS aS 84'4 � [1 DDT I D � /� S /���///!!/�� �, s ae-asct J j' � ej' iioq ;rff a 45-7e..,\ as asa�" os-tt: §5 -8T a5-86A - 45-68A '45-712G ^1 '� JSB . 1-01-mB-�V ro a5 889 aT �r S 1 45-t12C d �O G' S P f b C o a5-80 /I T TU P r� - 4y .4 ^ 4i 98 (44 PACs O �, tr 2otl �ryv 45 28 r a5 erAfgf+ !�y"s t ©s viui 45-29A6 P Sri -509E ^� ttt k5mt-of-PA/a �\7 5PrYng, 4 / 35BT-01-PA- 9 J/ Agnor Hurt a 9% §5-03A U ',c1 nTQ7�9. n IJ a.p r s9 �v a c. C ' 1 tl Pr U k5 27A a5 `V 45-94A'', -94 ", o5,(rrc P-0;.` a`WBarlhraak asc,pt<OM.r :"sr G P o� 45 1 1 ES r 5 P D §A t •4s , A] s P I C �t P L- , r.. a x� �. id _ ! or f I Its P s A I )3 D> ° 4s� e �a7.'��6 ro 45C/// P4... ���",filg rfs F�: 'N' w• syya .M.E'er_D iv � , ry � � s5-94e s•� �'�'(�;'ry'r` .a' o �.� t02e: - $fy'��r c °M1ycl or:or _t 1 ,�� �� °%jai tb /'4,W,q1- 'U� 45-105"OD-U0, �45-1m4B5 y5.e Wr f a� -102A AS 45 >e w :✓^ o� N. .fh jd :a.,. P y�. q'✓ �1 ��. � + 1 D Ijy// If a -S24E] Sul+SE.yt,rte,}]--b 6� D � •:I-, 6t t14E8 41 1:n. m-124E5 LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: W4 Development 2500 Daniel's Bridge Road Building 200, Suite 3A Athens, GA 30606 Contact: Greg DeBacker Phone: (706) 548-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Parcel No.: #04500-00-00-093CO Conditional Approval: ZMA 1987 - 00007 and SDP 1988- 00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Front: 30-feet Rear: 20-feet Side: 15-feet Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet NAVD 88 F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor n eyo o engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the r r reputed presence, size character and location of existing g g p p g underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities h g g u t es shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. PARKING DATA Parking Required: Requirement: One (1) space per each one hundred (100) square feet of retail sales area for the first five thousand (5,000) square feet and one (1) space per each two hundred (200J square feet of retail sales area above h nd 5 000 s uare eet. For ur oses o this ara rah 'retail five t ousa (, ) q f p p f p g p, sales area'shall be deemed to be (1) eighty (80) percent of the gross floor area; or (2) at the request of the applicant the actual retail sales floor area as shown on floor plans submitted by the applicant delineating the actual retail sales area, which plans shall be binding as to the maximum retail sales area used. Retail Sales Area = 3,739 Square Feet of Building = 2,991 Square Feet (80%) Required Parking = 30 Parking Spaces Required (2,991 / 100) Provided Parking = 30 Parking Spaces Provided Handicap Parking = 2 Provided (2 Required) SITE DATA Site Information: Total Tract Area = 45,787 sf 1.05 ac (100.00% Existing Impervious Area = 19,002 sf 0.44 ac (43.62%) Existing Landscape Area = 26,785 sf 0.61 ac (56.38%) Total Impervious Coverage = 28,611 sf 0.66 ac (62.49%) Structure Coverage = 3,739 sf 0.09 ac (08.17%) Vehicular Coverage = 22,291 sf 0.51 ac (48.68%) Pedestrian Coverage = 2,500 sf 0.06 ac (05.46%) Proposed Landscape Area = 17,176 sf 0.39 ac (37.51%) Total Coverage Area = 28,611 sf 0.66 ac (62.49%) 2 F m Z L 0 a o UJ Ln ° on Z Z to QLU w w i1 to cn O Q W cWc cWc V J G G N n 0 0 0 0 F D d W > N N W F = w O W = W = Q N 2 Y U U w or H V) CC p o a n a a> a J m Dl Ql M M O O z \ \ 1-1 \ 1-1 \ N \ N \ O W H Lfl O 1-1 N In 1-1 LD 1-1 1-1 N O m N 0 0 P� 1-40 0 W oC xt rl N m -Zt In co LTH OFF �� cz AMES J TER' O, NAL DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Waticinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net V/ z _I Q z 1 OC z> w J z 5J UJ L N LU r_ 0 G ^ 11 a - 0 W \ U tY Cl / LU J W z LU 0 LU U J J W � O O LU � N V J PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SH EET TITLE: LANDSCAPE PLAN SHEET NUMBER: 12 PROJECT NUMBER: 19016W4D DATE: 01/30/20 PLANT SCHEDULE TOTAL BOTANICAL NAME COMMON NAME CAL./GAL. SPACING TYPE HT./SPR. REMARKS CITY MINIMUM CANOPY TREES 5 Pistacheachinesis Chinese Pistache 3.5" Cal. As Shown B &B 12'/6' StraightCentral Lea der to Min.6' Ht., Well Spaced Bra riches, SymmetricaI Crown 9 Quercusshumardii Shumard Oak 1 3.5" Cal. As Shown B &B 12'/ 6- Stra ight Central Leader to Min. 6' Ht., Well Spaced Branches, Symmetrica I Crown 4 Ulm us parvifolia 'Em er ll'Allee Emerll' Lacebark Elm 3.5" Cal. As Shown B &B 12'/6' StraightCentral Lea der to Min.6' Ht., WeII Spaced Bra nches, Symmetri ca I Crown LIN DERSTO RY/FLOW ERIN G TREES 7 Acerbuergerianum'Aeryn' Aeryn'TridentMaple 3.5"Ca1. As Shown B&B 12'/6' StraightCentraILea dertoMin.6'Ht.,WelISpa cedBra riches, SymmetricaICrown 6 Lagerstroemia indica 'Tuskegee' Tuskegee' Crape Myrtle 3.5" (Multi) As Shown B & B 10' / 5' Multi -stem (3 min.) Clear to 5', Well Spaced Branches, Symmetrical Crown EVERGREEN SHRUBS 12 Camellia sal 'Kanjiro' Kanjiro' Camilla 7 Gal. As Shown Container 36" / 30" Full Pot, Well Shaped 35 Cepholotoxus harringtonia'Prostrata' Spreading Japanese Plum Yew 3 Gal. As Shown Container 18"/18" Full Pot, Well Shaped 12 Ilex crenata 'Sky Pencil' Sky Pencil' Holly 7 Gal. As Shown Container 36" / 12" Full Pot, Well Shaped 125 Ilex glabra'Denso' Densa' InkberryHolly 5 Gal. As Shown Container 24" / 24" Full Pot, Well Shaped 48 llex vomitoria 'Stokes Dwarf' Stokes Dwarf' Yaupon Holly 5 Gal. As Shown Container 24" / 24" Full Pot, Well Shaped DECIDUOUS SHRUBS 27 Hemerocallis 'Stella de Oro' Stella de Oro' Daylily 1 Gal. As Shown Container 12" 12" Full Pot, Well Shaped 22 Deutzia gracilis 'Nikko' Nikko' Deutzia 3 Gal. As Shown Container 18" / 18" Full Pot, Well Shaped 38 Rosa'Meiggil' Peach Drift Rose 3 Gal. As Shown Container 18"/18" Full Pot, Well Shaped 31 Rosa'Radtko' Double Knockout Rose 3 Gal. As Shown Container 18" / 18" Full Pot, Well Shaped GROUNDCOVERS (in square feet) 1195 Liriope muscari'Big Blue' Big Blue' Lilyturf 1 Gal. 18" O.C. Container 12" /12" Full Pot, Well Shaped TURF GRASS (in square feet) 8,300 Sod -as directed by owner Sod -as directed by owner SOD PLANTING NOTES: 1. The contractor shall locate and verify all existing and new utility line locations prior to planting, and shall report any conflicts to the landscape architect. The contractor will be responsible for the protection of all underground utilities during the life of the project. 2. The contractor is responsible for repair of any damage incurred during the execution of work. 3. The contractor shall stake all tree locations in the field and the staked locations shall be reviewed and approved by Carter Engineering. Carter Engineering may make minor adjustments to the layout without incurring additional costs to the project. 4. Mulch all plant areas with 3" layer of double ground shredded hardwood mulch. 5. Any proposed substitutions of plant species will be with plants with equivalent overall form, height, branching habit, flower color, leaf color, fruit color, and time of bloom, as approved by Carter Engineering. 6. Substitutions shall not be made unless drawings and/or written requests are submitted to Carter Engineering for approval. Carter Engineering shall determine equality based upon complete information submitted by the contractor. 7. Trees: provide specimen balled and burlapped, or as specified, trees of height, size, caliper, genus, species, cultivar and branching configuration indicated. The root system of each shall be well provided with fibrous roots. All parts of plant shall be moist and show active green cambium when cut. they shall be free of disease, insect pests, eggs or larvae. All plants to be moved balled and burlapped, must be moved with the root systems as solid units with balls of earth firmly wrapped with untreated burlap, firmly held in place by a stout cord or wire, drum laced, boxed, or in containers. 8. Pruning and shaping: prune, thin out, and shape plants in compliance with American Hort's 'American Standard for Nursery Stock' to preserve the natural character and only as approved by Carter Engineering design team. Retain required height and spread. Do not alter shape and do not cut leaders. Remove all dead wood, suckers, broken or bruised branches, and crossing branches. 9. Stakes and Guys: to be round cedar posts. 10. The Carter Engineering representative reserves the right to reject plant material at the nursery or at the site. 11. The trunk flare at the base of the tree shall be properly exposed for all plantings. ( ) P P Y p P 9 12. Keep root balls intact prior to and during planting operations. Plants with broken or damaged root balls shall be rejected and immediately removed from the site. Keep root balls damp and protected from damage due to sun and wind. Do not shave root balls. 13. Plant soil mixture will be used to backfill the planting area. Install plants simultaneously with installation of planting soil mixes. 14. Tree planting: see tree planting detail and notes herein for additional information related to planting pit dimensions, planting operations, backfilling, and tree staking. 15. Container stock planting: plant container grown stock the same as specified for balled and P 9 P 9 P burlapped stock but remove containers completely. PP � 16. Soil shall be free of all debris, construction material, and slurry. Landscape areas shall be backfilled with planting soil mixture per details and specifications. 17. Obstructions: if obstructions or other conditions detrimental to healthy plant growth are encountered, notify Carter Engineering immediately and request additional instructions. 18. Watering and drainage: fill excavations with water and allow water to percolate out before planting. If planting pits do not percolate or drain properly, notify the Carter Engineering and request additional instructions prior to planting. Do not plant into poorly draining planting pits; poorly draining planting pits may hold water and drown plants. 19. Flood all plants with water twice within the first 24 hours after planting. 20. All plant material shall be mulched after planting. Backfill to allow room for mulch after settling, and place mulch in dish after first watering and within one week of planting. See planting details for mulch thickness. 21. All plants shall be plumb vertically after settling or as directed by Carter Engineering. 22. Planting restrictions: plant during one of the following periods. • Spring planting (shrubs, groundcover, perennials) - March through May • Fall planting shrubs (shrubs, groundcover, perennials) - Sept. through November • Tree planting - September through April 23. Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship or growth within 18-months of substantial completion. Failures include, but are not limited to: • Death and unsatisfactory growth, except for defects resulting from the lack of adequate maintenance by owner. • Structural failures including plantings falling or blowing over. 24. The contractor shall verify the quantities listed in the plant legend. Contractor is responsible for installing all plants shown on planting plans. In case of discrepancies Carter Engineering should be contacted. 25. All groundcover quantities shall be determined using the information provided in the groundcover quantity and spacing chart within the Landscape Drawing Set. GENERAL LANDSCAPE NOTES: 1. Landscaping shown on this plan shall be maintained in compliance with county and/or city landscape ordinance. 2. All disturbed ground shall have ground cover or mulch and/or grassing. 3. Trees selected for planting must be free from injury, pests, disease, nutritional disorders or root defects, and must be of good vigor, so as to assure a reasonable expectation of survivability. 4. Plants that are diseased, unsurvivably damaged or are dead shall be removed and replaced with a plant of the same species, variety, and cultivar, as acceptable to the code enforcement director. 5. Other landscape materials shall be maintained in proper repair and shall be kept clear of refuse and debris. 6. Arbor Tie or similar nylon tree strapping/guying material shall not be used in a way that will girdle tree trunks if left in place. GROUNDCOVER SPACING & QUANTITY PLANT SPACING PLANT SPACING MULTIPLIER (PLANTS PER SF) 12" 1.15 15" .74 18" .51 24" .29 RC^ ... REMOVE CONTAlf LIGHTLY SCARIFY LOOSEN ANY ROOT JUTE NETTING RE WHERE SILO w 0 SHRUB PLANTING ON A SLOPE SHRUB PLANTING DETAILS = 1'-0' NOTE: 1. 'DEEPROOT' PROTECTIVE ROOT (3) 2" SQ. x 3' WOOD STAKES, BARRIER SHALL BE INSTALLED PER EQUAL SPACING (SET INSIDE MANUFACTURER SPECIFICANTION AT SOIL SAUCER) EDGE OF PAVEMENT IN ALL AREAS WHERE TREES ARE PLANTED U OR LESS ROOTBALL, SIZE VARIES WITH TREE CALIPER FROM EXISTING OR NEW PAVEMENT NOTE: AND HARDSCAPE. 1. 'DEEPROOT' PROTECTIVE ROOT TREE GUYING, 2. ROOT BARRIER SHALL BE PLACED BARRIER SHALL BE INSTALLED PER _ ARBORTIE' BY'DEEPROOT' OR APPROVED CONTINOUS ALONG PAVEMENT AND MANUFACTURER SPECIFICATION AT / - EQUAL. SIZE AND STRENGTH TO MATCH HARDSCAPE WHERE TREE SPACING IS EDGE OF PAVEMENT IN ALL AREAS SPECIFIED TREE. ATTACH PER LESS THAN OR EQUAL TO 20'. WHERE TREES ARE PLANTED 6' OR LESS MANUFACTURER SPECIFICATIONS 3. WHERE TREE SPACING IS GREATER FROM EXISTING OR NEW PAVEMENT THAN 20', ROOT BARRIER CAN BE AND HARDSCAPE. PLACED IN 20' SEGMENTS AND 2. ROOT BARRIER SHALL BE PLACED I SOIL SAUCER, COVER WITH MULCH CENTERED ON THE TREE. CONTINUOUS ALONG PAVEMENT AND HARDSCAPE WHERE TREE SPACING IS SET TREE PLUMB LESS THAN OR EQUAL TO 20'. 3. WHERE TREE SPACING IS GREATER PLAN PLAN THAN 20', ROOT BARRIER CAN BE PLACED IN 20' SEGMENTS AND CENTERED ON THE TREE. D �� �a ^ I'0 0 HORTICULTURAL SOIL 18" ROOT BARRIER BY'DEEPROOT', UB-18-2, OR APPROVED EQUAL. PROVIDE ONLY WHERE REQUIRED (SEE NOTE) ADJACENT HARDSCAPE / PAVEMENT fl o vo m� 0 N HORTICULTURAL SOIL 18" ROOT BARRIER BY'DEEPROOT', UB-18-2, OR APPROVED EQUAL. PROVIDE ONLY WHERE REQUIRED (SEE NOTE) ADJACENT HARDSCAPE / PAVEMENT fl o vo m� 0 N REMOVE EXCESS BURLAP WITHOUT ° DISTURBING ROOTBALL, EXPOSE A o MINIMUM TOP 2" OF ROOTBALL 0 e I SOIL SAUCER, 6" MAXIMUM / I \ HEIGHT COVER WITH MULCH I \ 3" MULCH LAYER - FINISHED GRADE ` BACKFILL -III- -III 6" COMPACTED FILL LAYER TO III- -III-III I II I LI PREVENT SETTLING IIII-I I I I� � I I II I II I II I I I� I I I� III III -III -III III- 11 - III -III -III III -I I (-III LOOSEN FILL OR NATIVE SOIL, REMOVE IMPERVIOUS DEBRIS EQUAL EQUAL ROOTBALL0 ROOTBALL0 FILL OR NATIVE SOIL > 6-0" ROOT BARRIER REQUIRED SECTION TREE PLANTING AT LANDSCAPE TREE PLANTING DETAILS m n III -III III -III -III -III -III -III -III -III -III -III -III -III III -III -III - I III III III III III III III III III III III III III III .III III III II =1 I-III=1=1=1=1=1=1=1 I-III=1=1=1=1=1=1 I I III,,,III,,,III,,,III,,,III,,,I I I,,,II I,,,II I.,.II I,,,I I I-111 111 111. 111-III I . SOIL PREPARATION - PLANTING BEDS N -E SOIL PREPARATION - TURF GRASS SOIL PREPARATION DETAILS Y411 = 11-011 4" MULCH LAYER OVER EXPOSED PORTION OF ROOTBALL HORTICULTURAL SOIL 18" ROOT BARRIER BY'DEEPROOT', UB-18-2, OR APPROVED EQUAL. PROVIDE ONLY WHERE REQUIRED (SEE NOTE) ADJACENT HARDSCAPE / PAVEMENT 5- fl- o vo m� 0 N SECTION TREE PLANTING AT LAWN FINISHED GRADE, HOLD DOWN 2" BELOW ADJACENT PAVEMENT SURFACES SET SHRUBS PLUMB BACKFILL SOIL SAUCER, BUILD UP AS NEEDED FOR LEVEL PLANTING ZONE, GRADUAL SLOPE TRANSITION TO GRADE, COVER WITH 3" MULCH LAYER 3" MULCH LAYER FINISHED GRADE 3" COMPACTED BACKFILL LAYER TO PREVENT SETTLING HORTICULTURAL SOIL LOOSEN TOP 4" OF FILL OR NATIVE SOIL FILL OR NATIVE SOIL SET TREE PLUMB 2" SQ. x 3' WOOD STAKES, EQUAL ACING (SET INSIDE SOIL SAUCER) OTBALL AND MULCH RING, :E VARIES WITH TREE CALIPER EE GUYING,'ARBORTIE' BY _EPROOT' OR APPROVED EQUAL :E AND STRENGTH TO MATCH ECIFIED TREE ATTACH PER \NUFACTURER SPECIFICATIONS I EQUALSPACING EQUAL SPACING SET SHRUBS PLUMB PER PLANS PER PLANS ROOTBALL, REMOVE CONTAINER AND LIGHTLY 07 07 o SCARIFY SOIL TO LOOSEN ANY ROOT t, BINDING aQ d d q aQ d d q aQ d o a a 3" MULCH LAYER FINISHED GRADE o/\\/ BACKFILL // '' ✓�/ \//�i/ z \ \ y \ \\ , 3" COMPACTED BACKFILL LAYER TO PREVENT SETTLING HORTICULTURAL SOIL IIIIIIIIIIIIIIIIII=III IIIIIIIIIIII=III- =III LOOSEN TOP 4" OF FILL OR NATIVE SOIL I FILL OR NATIVE SOIL EQUAL EQUALO ROOTBALL ROOTBALL SHRUB PLANTING AT LANDSCAPE TAPER SOIL SAUCER INTO FINISHED GRADE PLAN REMOVE EXCESS BURLAP WITHOUT DISTURBING ROOTBALL, EXPOSE A MINIMUM TOP 2" OF ROOTBALL AND SET FLUSH WITH HIGH SIDE OF FINISHED GRADE (\ 0 REMOVE EXCESS BURLAP WITHOUT DISTURBING ROOTBALL, EXPOSE A MINIMUM TOP 2" OF ROOTBALL TURF GRASS, HOLD BACK 18" AROUND TREE TURF SOIL PROFILE, SEE STANDARD DETAIL IIIIIIIIIIIIIIIII IIII FINISHED GRADE BACKFILL �yi; � �VA/VA/VAS -III -III-III -III-III -III-III 6" COMPACTED FILL LAYER =III- -III-III- -III-III- -III-III- TO PREVENT SETTLING LOOSEN FILL OR NATIVE SOIL, -III III III III III III III REMOVE IMPERVIOUS DEBRIS -III„ IIII„III,;,III,,,III„ III,,,III,,,III„III„IIII; II I EQUAL EQUAL FILL OR NATIVE SOIL ROOTBALL 0 ROOTBALL 0 > V-0" ROOT BARRIER REQUIRED PLACE 3" MINIMUM LAYER OF MULCH PLACE 6" MINIMUM LAYER OF PLANTING SOILS MIX PLANTING SOIL INTO TOP 3" LAYER OF TILLED SUBGRADE TILL SUBGRADE TO 6" MINIMUM DEPTH SUBGRADE: FILL OR NATIVE SOIL ADJACENT PAVEMENT SEE PLANS FINISHED GRADE, HOLD DOWN 2" BELOW ADJACENT PAVEMENT SURFACES TURF GRASS SOD 2" LAYER OF TOP DRESSING SAND (AS DIRECTED BY OWNER) TILL SUBGRADE TO 6" MINIMUM DEPTH FILL OR NATIVE SOIL SEE SCHEDULE FOR RPACINC; 0 e 3" MULCH LAYER Y- `m zo - o III((FFT! - III III IIII IIII III III III III III I III III=III = = = III= = = IIII IIIIIIIIIIIIIIIIIIIIIIIIIII II III III-III-III- LOOSEN FILL OR NATIVE SOIL- �-III - I REMOVE IMPERVIOUS DEBRIS III I- I 6'-0" MINIMUM EQUAL EQUAL TRANSITION SOIL SAUCER SECTION ROOTBALL 0 ROOTBALL 0 BACK TO GRADE TREE PLANTING ON A SLOPE SET TREE PLUMB 3' WOOD STAKES, EQUAL ET INSIDE SOIL SAUCER __R, COVER WITH MULCH SIZE VARIES WITH TREE CALIPER V G, BY'DEEPROOT' OR APPROVED AND STRENGTH TO MATCH FREE ATTACH PER FURER SPECIFICATIONS E R, GRADUAL SLOPE TRANSITION TO GRADE COVER WITH 3" MULCH LAYER, PLANT PER PLANS LEVEL PLANTING ZONE, 2x ROOTBALL 0 SOIL SAUCER, BUILD UP AS NEEDED FOR LEVEL PLANTING ZONE, GRADUAL SLOPE TRANSITION TO GRADE, COVER WITH 3" MULCH LAYER BACKFILL 6" COMPACTED FILL LAYER TO PREVENT SETTLING JUTE NETTING REQUIRED WHERE SLOPE > 2:1 FINISHED GRADE HORTICULTURAL SOIL _ FILL OR NATIVE SOIL SET GROUND COVER IN STAGGERED ROWS AT SPECIFIED SPACING, MULCH ENTIRE BED WITH 3" DEPTH + + + + MULCH MULCH + + + + STAGGERED ROWS THROUGHOUTBED SOIL PROFILE PER DETAIL + TYPICAL ON CENTER DIMENSION AS SHOWN NOTES: + + ON PLANT LIST LOOSEN PRIOR TO PLACEMENT 1. SEE PLANTING PLANS FOR SHRUB AND OF PLANTING SOIL MIX GROUNDCOVER, GRASS, AND PERENNIAL PLANTING GROUNDCOVER DETAILS Y411 = 11-011 GROUNDCOVER BED AREAS. 2. ROWS SHALL BE STRAIGHT AND PARALLEL. 3. SEE PLANTING SCHEDULE FOR GROUNDCOVER SPACING AND QUANTITIES. SHRUB & GROUNDCOVER SPACING F m Z w o 2 LU 0 O Ov on Z Z L J LLJ LA g = LU N N w � Z Z 0 0 w w O Q � w (> w z 1- w O F 0 0 0 a~ w j N N O w F, F LU LU w Q N Y U M O cc 2 U w or H 0 0 V) cc p o a n a a> a J CD Ql Ql Ql Ol O O z - 4 i-I rI 1-1 N f V \ \ \ \ \ \ W 0 -1Ln to ­1 O _0 H O N ­1 ­1 N M \ \ \ \ \ \ N �� 0 0 0 0 UJ oC xt r1 N M -::r 1n co LTH OF�rr 1� �� cz AMES J TER'-' O, NAL DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Waticinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net V 1 z Q J Z = z> LULU J J z LU G O O ^ �. 11 - W U O \ LU / W J W z LU 0 LU U J J LU O 0 O O LU �' N V J PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SH EET TITLE: LANDSCAPE DETAILS SHEET NUMBER: 13 PROJECT NUMBER: 19016W4D DATE: 01/30/20 SOIL PREPARATION - PLANTING BEDS N -E SOIL PREPARATION - TURF GRASS SOIL PREPARATION DETAILS Y411 = 11-011 4" MULCH LAYER OVER EXPOSED PORTION OF ROOTBALL HORTICULTURAL SOIL 18" ROOT BARRIER BY'DEEPROOT', UB-18-2, OR APPROVED EQUAL. PROVIDE ONLY WHERE REQUIRED (SEE NOTE) ADJACENT HARDSCAPE / PAVEMENT 5- fl- o vo m� 0 N SECTION TREE PLANTING AT LAWN FINISHED GRADE, HOLD DOWN 2" BELOW ADJACENT PAVEMENT SURFACES SET SHRUBS PLUMB BACKFILL SOIL SAUCER, BUILD UP AS NEEDED FOR LEVEL PLANTING ZONE, GRADUAL SLOPE TRANSITION TO GRADE, COVER WITH 3" MULCH LAYER 3" MULCH LAYER FINISHED GRADE 3" COMPACTED BACKFILL LAYER TO PREVENT SETTLING HORTICULTURAL SOIL LOOSEN TOP 4" OF FILL OR NATIVE SOIL FILL OR NATIVE SOIL SET TREE PLUMB 2" SQ. x 3' WOOD STAKES, EQUAL ACING (SET INSIDE SOIL SAUCER) OTBALL AND MULCH RING, :E VARIES WITH TREE CALIPER EE GUYING,'ARBORTIE' BY _EPROOT' OR APPROVED EQUAL :E AND STRENGTH TO MATCH ECIFIED TREE ATTACH PER \NUFACTURER SPECIFICATIONS I EQUALSPACING EQUAL SPACING SET SHRUBS PLUMB PER PLANS PER PLANS ROOTBALL, REMOVE CONTAINER AND LIGHTLY 07 07 o SCARIFY SOIL TO LOOSEN ANY ROOT t, BINDING aQ d d q aQ d d q aQ d o a a 3" MULCH LAYER FINISHED GRADE o/\\/ BACKFILL // '' ✓�/ \//�i/ z \ \ y \ \\ , 3" COMPACTED BACKFILL LAYER TO PREVENT SETTLING HORTICULTURAL SOIL IIIIIIIIIIIIIIIIII=III IIIIIIIIIIII=III- =III LOOSEN TOP 4" OF FILL OR NATIVE SOIL I FILL OR NATIVE SOIL EQUAL EQUALO ROOTBALL ROOTBALL SHRUB PLANTING AT LANDSCAPE TAPER SOIL SAUCER INTO FINISHED GRADE PLAN REMOVE EXCESS BURLAP WITHOUT DISTURBING ROOTBALL, EXPOSE A MINIMUM TOP 2" OF ROOTBALL AND SET FLUSH WITH HIGH SIDE OF FINISHED GRADE (\ 0 REMOVE EXCESS BURLAP WITHOUT DISTURBING ROOTBALL, EXPOSE A MINIMUM TOP 2" OF ROOTBALL TURF GRASS, HOLD BACK 18" AROUND TREE TURF SOIL PROFILE, SEE STANDARD DETAIL IIIIIIIIIIIIIIIII IIII FINISHED GRADE BACKFILL �yi; � �VA/VA/VAS -III -III-III -III-III -III-III 6" COMPACTED FILL LAYER =III- -III-III- -III-III- -III-III- TO PREVENT SETTLING LOOSEN FILL OR NATIVE SOIL, -III III III III III III III REMOVE IMPERVIOUS DEBRIS -III„ IIII„III,;,III,,,III„ III,,,III,,,III„III„IIII; II I EQUAL EQUAL FILL OR NATIVE SOIL ROOTBALL 0 ROOTBALL 0 > V-0" ROOT BARRIER REQUIRED PLACE 3" MINIMUM LAYER OF MULCH PLACE 6" MINIMUM LAYER OF PLANTING SOILS MIX PLANTING SOIL INTO TOP 3" LAYER OF TILLED SUBGRADE TILL SUBGRADE TO 6" MINIMUM DEPTH SUBGRADE: FILL OR NATIVE SOIL ADJACENT PAVEMENT SEE PLANS FINISHED GRADE, HOLD DOWN 2" BELOW ADJACENT PAVEMENT SURFACES TURF GRASS SOD 2" LAYER OF TOP DRESSING SAND (AS DIRECTED BY OWNER) TILL SUBGRADE TO 6" MINIMUM DEPTH FILL OR NATIVE SOIL SEE SCHEDULE FOR RPACINC; 0 e 3" MULCH LAYER Y- `m zo - o III((FFT! - III III IIII IIII III III III III III I III III=III = = = III= = = IIII IIIIIIIIIIIIIIIIIIIIIIIIIII II III III-III-III- LOOSEN FILL OR NATIVE SOIL- �-III - I REMOVE IMPERVIOUS DEBRIS III I- I 6'-0" MINIMUM EQUAL EQUAL TRANSITION SOIL SAUCER SECTION ROOTBALL 0 ROOTBALL 0 BACK TO GRADE TREE PLANTING ON A SLOPE SET TREE PLUMB 3' WOOD STAKES, EQUAL ET INSIDE SOIL SAUCER __R, COVER WITH MULCH SIZE VARIES WITH TREE CALIPER V G, BY'DEEPROOT' OR APPROVED AND STRENGTH TO MATCH FREE ATTACH PER FURER SPECIFICATIONS E R, GRADUAL SLOPE TRANSITION TO GRADE COVER WITH 3" MULCH LAYER, PLANT PER PLANS LEVEL PLANTING ZONE, 2x ROOTBALL 0 SOIL SAUCER, BUILD UP AS NEEDED FOR LEVEL PLANTING ZONE, GRADUAL SLOPE TRANSITION TO GRADE, COVER WITH 3" MULCH LAYER BACKFILL 6" COMPACTED FILL LAYER TO PREVENT SETTLING JUTE NETTING REQUIRED WHERE SLOPE > 2:1 FINISHED GRADE HORTICULTURAL SOIL _ FILL OR NATIVE SOIL SET GROUND COVER IN STAGGERED ROWS AT SPECIFIED SPACING, MULCH ENTIRE BED WITH 3" DEPTH + + + + MULCH MULCH + + + + STAGGERED ROWS THROUGHOUTBED SOIL PROFILE PER DETAIL + TYPICAL ON CENTER DIMENSION AS SHOWN NOTES: + + ON PLANT LIST LOOSEN PRIOR TO PLACEMENT 1. SEE PLANTING PLANS FOR SHRUB AND OF PLANTING SOIL MIX GROUNDCOVER, GRASS, AND PERENNIAL PLANTING GROUNDCOVER DETAILS Y411 = 11-011 GROUNDCOVER BED AREAS. 2. ROWS SHALL BE STRAIGHT AND PARALLEL. 3. SEE PLANTING SCHEDULE FOR GROUNDCOVER SPACING AND QUANTITIES. SHRUB & GROUNDCOVER SPACING F m Z w o 2 LU 0 O Ov on Z Z L J LLJ LA g = LU N N w � Z Z 0 0 w w O Q � w (> w z 1- w O F 0 0 0 a~ w j N N O w F, F LU LU w Q N Y U M O cc 2 U w or H 0 0 V) cc p o a n a a> a J CD Ql Ql Ql Ol O O z - 4 i-I rI 1-1 N f V \ \ \ \ \ \ W 0 -1Ln to ­1 O _0 H O N ­1 ­1 N M \ \ \ \ \ \ N �� 0 0 0 0 UJ oC xt r1 N M -::r 1n co LTH OF�rr 1� �� cz AMES J TER'-' O, NAL DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Waticinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net V 1 z Q J Z = z> LULU J J z LU G O O ^ �. 11 - W U O \ LU / W J W z LU 0 LU U J J LU O 0 O O LU �' N V J PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SH EET TITLE: LANDSCAPE DETAILS SHEET NUMBER: 13 PROJECT NUMBER: 19016W4D DATE: 01/30/20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Waticinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net V 1 z Q J Z = z> LULU J J z LU G O O ^ �. 11 - W U O \ LU / W J W z LU 0 LU U J J LU O 0 O O LU �' N V J PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SH EET TITLE: LANDSCAPE DETAILS SHEET NUMBER: 13 PROJECT NUMBER: 19016W4D DATE: 01/30/20 3 PRVS-A40-UNV-T3 p Single Head Eaton Lumark Prevail PRVS LED/4000K o P3 (wick -Ship Series LED Area Unit w/Type T3 Distribution (20ft. Pole Height w/3ft. ESTIMATED Concrete Base) 3 PRVS-A40-UNV-T3 Double Head D180 Eaton Lumark Prevail LED/4000K 13 P23 PRVS Quick -Ship Series LED Area Unit w/Type T3 Distribution (20ft. Pale Height w/3ft. ESTIMATED Concrete Base) Statistics Description Parking Lot + 3.4 fc 7.8 fc 1.1 fc 7.1:1 3.1:1 Light Levels Property Line + 1.2 fc 3.3 fc 0.0 fc N/A N/A Liaht Levels 0.4 I ❑.3 .2 2.9 r 1.8 j72. i {1.6 _2.8 1 1.5 1 '3.3 f+ 1 1.5 i 4.3 r I 41.5 f 1 4.9 1 j 1.3! Y3.6 4.7 1.1 13.7 '4.6 1 i }3.2 4.8. /f 0.6 �+ h. .5 +2.3 4.3 r 4 1.8 C '28 0A i` 0.1 .1 0.1 Q.3 10.3 0.4 0.4 143 j.9 2.0 2.7 2.2 +1 2.7 .7 26 2.2 2.9 3.3 :0., -3.5 z3 f1-3. �.0 -3.0 _ 3 J'S��11 Li I 4.2 3.0. Em 0.4 00 00 +2.1 2.3 2.7 3.3 3.2 2.7 + . +4. 3 6 2.8 3.3 +3.8 +3.7 3.7 3.7 3.8 ❑ 3.8 L- 4.0 7 +1.4 +2.1 +3.5 '4.1;_6 3.2 3.0 3.7 4.223 23' '1.4 +2.o 3.3 4.2 6.5 4.6 4.1 3.3 3.3 4.4 A 32 3.1 21 1.9 1.4 1.0 0.4 0.0 3.7 +4.7 +3-4 +2.7 2.2 +1.7 0.3 3.7 3.6 3-3 3-0 2.9 2.5 0-4 2.2 2.4 11 3. k 3.7 3Z_ 3.5 3.2 2.8 11 3.0 3.3 371 �0.6 +1.9 +2.3 2.9 3. 1 3.2 '3.0 2.6 2.6 3.1 3-6 o a❑a --� +1.7 2.2 +3.2 4.6 3.5 '2.7 +2.3 +2,4, +3 1 a �0 F41- 1.8 2.5 -3.9 '6.7 4.3 3.0 +25+2.5 +3.3 can -__- 1.4 +1.9 3.1 4.2 +7.1 14.6 3.8 2.9 2.7 3.4 0.0 -0.0 Plan View Scale - 1" = 16' Wkid 0 0.5 o.o 0.0 0.0 0.0 0.4 0.5 O 0.5 0,6 f+ YI '0.8 0.8 I I '1.3 I �11.3 I I I I I I � I 1.0 I I I I 11.3 I I I I i1.6 I �1 9 .0 1.8 LIGHTING PLAN NOTES EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ON HALF FOOTCANDLE. LIGNTI NG 1 L E 0 4W a s Cif _ J 1 4 ■ L �n 1 s M M' U Designer Adam Carrier Date 11/20/2019 Scale Not to Scale Drawing No. Summary o Q O °' L z In z oU w w cx� J a Z w N z w V) z w 0 U LU 0 Q w z O d Cr w M O w > O U O U V LU L o 0 cr w U p w o H _ Q w 0 H Ln Ln � p a w C p s> Q d L H = Q J c0 rn c-1 m rl rn ci rn c-1 O N O N z O LU H L\Pt O N �L\fl c-I l\O c-I N O M W 2k -1 N M In l0LL PLT H OFF o � l� � AMES J z TERM O. 0 DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, lnc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net V J z QQ z z> Ww J z S J i UJ N w O �OQ I..L J O 2 w O U >C�' w J W F LU 0 LU U J J LU O O LU N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: OUTDOOR LIGHTING PLAN SHEET NUMBER: 14 PROJECT NUMBER: 19016W4D DATE: 01/30/20