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HomeMy WebLinkAboutSDP202000021 Plan - Approved Final Site Plan and Comps. 2021-12-08CONSTRUCTION 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: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE VIRGINIA DEPARTMENT OF TRP 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. APi=d ,,'�./!�_D b tile -." aflarip l.;t:maty DATE: Iz/s /zozI SITE DEVELOPMENT PLANS FOR W4 DEVELOPN/i CAR WASH SITE PLAN NUMBER: SDP202000021 CLIENT W4 DEVELOPMENT PROJECT LOCATION 2100 RIO HILL CENTER CHARLOTTESVI LLE, ALBEMARLE COUNTY VI RG I N IA 22901 TAX MAP AND PARCEL NUMBER: 04500-00-00-093CO INITIAL SITE PLAN NUMBER: SDP201900052 VSMP PLAN # WP0201900067 RIO MAGISTERIAL DISTRICT PROJECT NOTES: DEVELOPER: W4 Development 2500 Daniell's Bridge Road Building 200, Suite 3A Athens, Georgia 30606 Contact: Greg DeBacker Tel. (706) 548-1151 APRIL 151 2021 LOCATION MAP SCALE: N.T.S. OWNER: W4 Properties Charlottesville, LLC P.O. Box 42 Bogart, Georgia 30622 Contact: Justin Hendley Tel. (404) 219-8331 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 3.1 SITE PLAN CANOPY DETAIL 4 UTILITY PLAN 5 GRADING PLAN 6.1 PH SE 2 EROSION ICONTROL PLAN 7 EROSION ICONTROL DETAILS FILES 9 STANDARD DETAILS 9.1 STANDARD DETAILS 10 ADA ACCESS PLAN 11 ADA DETAILS 12 LANDSCAPE PLAN 13 LANDSCAPE DETAILS 14 EQUIPMENT SAMPLES 14.1 EQUIPMENT SAMPLES E100B OUTDOOR LIGHTING PLAN LIGHTING CUT SHEETS 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 7 06/22/20 ADDRESS COMMENTS 8 01/06/21 ADDRESS COMMENTS 9 02/09/21 VSMP ADDRESS COMMENTS 10 03/10/21 FINAL SITE PLAN RESUBMITTAL 11 04/15/21 ADDRESS COMMENTS 12 09/28/21 CONTRACTOR BID DOCUMENTS 13 11/08/21 ADD PUBLIC ACCESS EASEMENT 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 p7 cZ AM qS J TER` 0. loNAL v DATE:4.15.21 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-78.4711830 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. 13.CARE SHOULD BE TAKEN WHEN REMOVING TREES WITHIN THE ACSA EASEMENTTO PREVENT DAMAGE TO THE WATER MAIN. I I I I 90, RICK BU+L-DIN &BLOCK EX INV. OUT WITH FLARED / / , / / , / / /h 7 1 % ; i' "�_ % ,/ 4. 1 100 END SECTION=470.4' /� / / ,/ / / ,/ / / / 1 \_ / • / �/ / / I I// j, & h„ 6) E \14" X 18/HOLI-Y 1 \I / �, C WOOD FF _4 it ±" III -'/I' , X(�,\ �a I 38.0°.50' ZD 30.5'it I STORMWATER EASEMEN DB 985 717 AND DET98 _EX_ S-Stv1Lr�'�/� i/ _ _P _488 (/{/1 O -/ / u 30' UILDING SETBACK- I EXISTING w ° 1 1 ZEL OI / /, I DRAINAGE l VA\ l ; f i // `- - SEMENT , sue- 985 '017Y 15 Z/.n /!'� OHP OHP QHP aHF/ OH� HHF T% !' / / / r OHF .� BHP- {��\ �paP,- / / / / �� JD .%� /'• i/ - -` >�l - - - -ODIv .: (' TOPC' ENT 20210 018g (DEED B00 - '��@11h 5636/PAG 647 - 7'71 =486.1' y��7` _Ij _- -- ----' _-.1RCF INV. 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OSENTHAL PROPERTIES 1 I 1 I 1 1� 1' I\ M C/O R I I I 1 I 1 1 1 I TM# 04500-00-00-094A0 I I I 1 I I I 1 '1 U ; I/ DB 4134, PG 199 I I I I 1 I I I I I , \' �92_ ZONING: PD-SC I I I\ N I l- T PRESENT USE: SHOPPING CE R I I I I I I I I l I I /! / / -`\ `\o 8*06'15" L = 140.14' I I I I I I I I I I I '` -, ✓ / l l/\ // / R 990.77 I I I I I I / /; \ / " / \ / C. = 140.02 I lI / C.B. = S59'24'42"E _/EX EXISTIING EXISTING STRUCTURE TO BE DEMOLISHED AND REMOVED. DISPOSE OF IN APPROVED LANDFILL.SANITAFYI EASFM�NT I DB 985/17117 1 ANDI DB 111 -�.Imo_ =I - 985/722i i i i i I'I I II I� \// / / / //I UTILITY EASEMENT EXISTING / 17 AND DB 985/722 k,Co EX API I ; ,' o / EXISTING LIGHT POLE TO BE REMOVED2 I EXISTING 1 WATER METER TO RE MAIN I I I // ¢'REMOVE LINES AS NECESSARY (TYPICAL) 4 I I I PI l ,I 9- )\ F�C 14" L WWOOD Q__ C) O� O� ct L0 N, o O X EX 15" RCP xl YEL�P#B %.Nz ET INV. IN-482.3' INV. OUT=481.3' / /\6 UCE- -UCE- EX JBOX EXISTING SIGN AND LANDSCAPE. DEMOLISH AND REMOVE (DISPOSE OF IN AN APPROVED LANDFILL) 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 OWNER: W4 Properties Charlottesville, LLC P.O. Box 42 Bogart, Ga 30622 Contact: Justin Hendley Tel. (404) 219-8331 Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052 , 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: Building: 30-feet min Parking: 10-feet min 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 comprise underground utilities shown rise all such utilities in the area either in g P 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. Know what's below Cali before you dig dial 811 20' 10, 0 20' GRAPHIC SCALE SCALE 1" = 20' 40' 60' P Z w O Z w ZN U P w NZ w w Q p � p Z Z 0 Z p V, OU Q W W OU w p w V, 2 2 �, 2 m z w 9 2 2 w 2� ° o G o 0 0 o G ~- p W V)V)i p V) Q m Y v ai = z� a z H a p o> a a¢> a °U a c0 O O O ri r1 ri ri ri z W r1 O N W M M W W O F- N M N O O ri N O (n r\i e\•I tor-ii N 0) -1 O O O O O O O ri w LTH �F�f 4P AMES, J TER` O `\\ 1UNAL E� DATE: 4.15.21 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 4 Q Z_ C7 zW I- W J z w LU O 0W O o W > U 2 W J W Z W Q LU U v J LU O L U O O N I PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EXISTING CONDITIONS & DEMO PLAN SHEET NUMBER: 2 KVL1 PROJECT NUMBER: 19016W4D DATE: 04/15/21 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. i I i _ EX MANAGED SLOPE AREA. I I I I I ' Z tr) I / ( / Ld m �� rYY Y Y r rYYWy rr V w Z �r `` RIO HILL CENTER I j / z GRATED DROP INLET r I TOP = 8.7' rr I Q INV. Ol T=479.5' / z LO EXISTING I I� ' SIGN EASEMENT w o R� P __ DB 985/717 A('D / �� 1V PK AIL ' D / __-_: �X 15 --__ - ( CG-6 CURB AND GUTTER (TYP.). I PROPOSED RETAINING WALL i W / PROPOSED RETAINING WALL MAX HEIGHT= 3' € a ,f-)[�. ( 1 nnnv,Er,.-E.-1 .,'.,�:� N rr•c�l3oonn3n VAC PRf)flllr'FR � i m�• I'aJX 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: SHOPPING CENTER PROPOSED DIRECTIONAL --- ARROW (TYP.). / EXISTING SANITARY EASEMENT DB 985/717 AND DB / 985/722 o CONCRETE (2) 12' X 18' H/C CONC. AUTO SENTRY AND GATE o PARKING SPACE W/ 5 WIDE K CONCRETE ISLAND (TYP.) ' / ' o PAVEMENT STRIPED UNLOADING ' z ' VAC PRODUCER H/C RAMP TYPE I (TYP) MOVEABLE BOLLARD OR TRAFFIC CONE (TYPICAL) / / ' / �0 3 r 2'r N100 I I I i i o o r ' 15 I1 EX INV. OUT WITH FLARED (3) EMPLOYEE PARKING h i---! ' Z kJ d� a END SECTION=470.4' /� h / LEVEL CAWING AREA j; \ 7' 0" CONCRET SID L E EWALKs, H C RAMP TYPE 1 TYP N CG-6 CURB AND � i ( I I •f • I ••f ;/I GUTTER (TYP.). Z I�aa d1 t� < i Y2 4,ag.e S fa# 3. 1 1 .�... E a'A i �< :`i I° L ♦ 5 r'r€'a'a�a •� $wE f gg I° se tP a.: .i. a E rat:. `k �....g 00. 't a10r ' ,. I \ t7 aYj3 a1 a t:, e a > .E, ,i. 4 EEa€a"u'aaGtr a,1f ,....E E 1 a�c'F�h.....xS.<��......... 33. ,. .23 r 2 s. s. a ."UM t CONCRETE ROP}3o EDA an,ua . s311' I P' r � PAVE P y E STORMWATER EASEMENT ENT � Y 'S F s r a i DB 985/717 985 717 AND DB 985/ 722� I S1.n 1€ h;Y r. •i• EX SSMH�---� ' a a?�.x. lEf . Y S a3 4kxc<G`-< n., ....a. .d.. r,•§.e, �. ,}i<. N<<v e .. ..E .r'. €..( .i .., a a a� t Fria TOP-488.5' fl i , 3_, 1D r ' '•°Ea s ,..»r ,...;+ ,{.[: 3s<rF a,xc.i E, .,<a -..a:' .aw»f tt WIN 30 BUILDING SETBACK - ----- -/ I 125'4" j f" SN INU ' mr rwr DRAINAGE EASEMENT G y - -GG- - -SG- - -SG- - -55- GG- - / \ - DB985/717 PROS€D-SIGN- y! OHP BHP OHP UHF/ IOHP OHF0HP 0'nP�- BHP OHP - BHP p�����± BHP OHP OHP (APPROVED BY SEPARATE rX OX EX-DF P INL7 T 7s„,\ \ - PERMIT ONLY) TOP = 486.1' NEW PERMANENT ACCESS EASEMENT 202100018610 (DEED BOOK 5636/PAGE 647) / t e INV. 'IN- . • .... ' • P ^ -- -- ---i- -- --- ---� - -- -u---♦:.--: r.,• 1 UII_ INV.; OCIT 474.1' -�-*-� ' - - - - - - - - - - - _ h ° • 14' CONCf1ETj •, 214.98 ° EX' MANHOLE :NC?T a S24' 19 26"W ° +� FO.I^1ND a _ I ;SHARED USE°PATH ° • . _�-- °G"- -uc r- - plc r- -d �erc r-�. __ -•_uc •r-T_f�'- - -uc.r- - .-ue r- - -uJc r- -VG r- - e r - r I/ •\ r -UG T- -UG i -UG L- I • / / _ EX GRATED DROP INLET TOP=484.3' INV. IN=475.8' INV. OUT=475.7' EX GAS LINE U.S. ROUTE 29 (SBL) SEMINOLE TRAIL (VARIABLE WIDTH) E EX DROP INLET -� I TOP=487.1' INV. OUT (15" RCP)=481.4' i I I HOURS OF OPERATION WILL BE 8a.m. to 8 p.m. IN SPRING AND SUMMER AND 8a.m. to 6 p.m. IN LATE FALL AND WINTER. ALL DELIVERIES WILL BE MADE AFTER HOURS, THEREFORE NO LOADING SPACE IS REQUIRED PROPOSED DIRECTIONAL ARROWS (TYP.). CG-6 CURB AND GUTTER (TYP.). PROPOSED DIRECTIONAL ARROWS (TYP.). - LEVEL LANDING AREA - H/C RAMP Q 0 - LEVEL O LANDING QC AREA I Q O Mk EX 15 RCP I EX D0 LE DROP INLET TOP=488.2' INV. IN=482.3' INV. OUT=481.3' 7/-'G'- - -'0'- EX JBOX LEVEL LANDING AREA TYPE C-12 RAMP(SEE DETAILS) - LEVEL LANDING AREA Know what's below Cali before you dig dial 811 �;�, a� aI,E•, �. LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Greg DeBacker Contact; Justin Hendley Phone: (706) 548-1151 Tel. (404) 219-8331 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 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052 , 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: Building: 30-feet min Parking: 10-feet min 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 o existing g g p p n n f x sting underground utilities and structures related to underground utilities is shown heron. There is no certaintyof the accuracy of his information e ur y t nand it shall b considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground s o g utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. he owner, is employees, r . T wn hhis consultants Y and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information n 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 (200) square feet of retail sales area above five thousand (5,000) square feet. For purposes of this paragraph, 'retail 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 = 2,715 Square Feet (21' 8" x 125' 4") Required Parking = 27 Parking Spaces Required (2,715 / 100) Provided Parking = 29 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%) 20' 10, 0 20' GRAPHIC SCALE SCALE 1" = 20' 40' 60' P z w 0 Z w UJ zV) w �V) LU N N V1 Q W O N I- 0 v0 Q w w w p w V) Q y m V z W W a 0 o G o 0 0 o G W V) V) O V) co a a V) V)a V) YV = c n t- aaa°ap > ¢o co O O O.+ H H. 1 .-I z W H O N lD m m w w O I- c4 to N O O H N O O O O O O O O 1-1 w rn � r\ W M off H H PLT H OF�l AMES J •TER O A DATE: 4.15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 I F: 770.725.1204 www.carterengineering.net V J z Q J a Z CL (� z> F- w w J J z S N W L C w O 0 NJ O Q O W \ V LU w -� / W Z W Q LLJ V J J W 0 0 _ LU O O N V J PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: SITE PLAN SHEET NUMBER: 3.�11`1 PROJECT NUMBER: 19016W4D DATE: 04/15/21 `3 `m m I I I I I I I I I I 10.0' 14x42 TWO COLUMN dy °° LJ d U ° ° Lu d ° ° °° d d °° d Vd V d d °d ° ° d d d ° d d d ° d 7C..CC CIV ------ J vt ° I --------I � I d d al W I ; C7 I a I I a d1 I d I I ° I d d V o I d°I M� I W I ° II Qld W I ° I c-� I A = 8006' 15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S59024'42"E "—" d —EXISTING UTILITY EASEMENT o!L°Id �I DB 985 /717 AND DB 985/ 722 I ° dd L� I di ! 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E Know what's below Call before you dig dial 811 LOCATION MAP SCALE: N.T.S. BLACK ACM FASCIA 0 m I� 0 NOTE: NO EQUIPMENT WILL BE VISIBLE ABOVE THE VAC CANOPY FASCIAS FASCIA TYPICAL DETAIL 10' 5' 0 10' GRAPHIC SCALE SCALE 1" = 10' em 30' H Z W 0 z w U W z V) z w LU Cr U w 0 N o N p z z z p � W W OU W p w UQ cL U V, C � m W W 2' Q z o U U 0 U G a v) v) v) CIO Q IW_— Q Uj p a = W W a `1 U 0 z p °v p o> a a a> a a J C� O 0 ON N N N N z N O W f r\-I N O M N N l\O O Q\1 O N H W N W O > 0 0 0 0 0 0 0 r+ w PLTH °F�f s Z ,', AMES J< TER` — OP N AL DATE: 4.15.21 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 Q zW I— w -� J z w CL LU 0 Orz O� J CC Q 2 ( T O W \/ U w LjLjZ W �] Uj U \/ J J W 0 W Q O N N I PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: SITE PLAN CANOPY DETAIL SHEET NUMBER: 3.1 PROJECT NUMBER: 19016W4D DATE: 04/15/21 505.00 500.00 495.00 490.00 485.00 480.00 0-20 WATER PROFILE SCALE: 1 " = 20' H - 1"=5'V W4 ExpressCarwash Fresh Water Consumption Reclaim Water Consumption FUNCTION Gal/Minute GAL PER CAR FUNCTION GallMinute GAL PER CAR Pre Soak #1 2 1 1 st Top Brush 4 4 Scent Arch 1 0.25 Wraps 12 6 Pre Soak #2 1.5 0.75 High Pressure Side 22 15 Foamer 2nd 1.5 0.75 Omni Top 11 7.7 Foamer 3rd 1.5 0.75 Pendulum Plus Driver Side 12 7 1st CTA 0.5 0.25 Pendulum Plus Passanger Side 12 7 2nd CTA 0.5 0.25 Underbody Spray #1 4.8 2.4 Back Applicator 1 0.5 2nd Top Brush 4 4 Pre rinse 4 2 Clear Coat 2 1 Drying Agent 2 1 Spot Free 7.5 3.75 Tricolor Conditioner 3 1.5 Prep Gun (4.5) 6.5 0 Triple Polish 3 1.5 Hot Wax 4.5 1.5 Rain Repellent 2 1 Total 43 17.75 Total 81.8 53.1 Total Fresh Water Consumption W/0 Reclaim Total Fresh Water used per car Projected Cars per month Total Fresh Water Used per car per month 5 gal loss per car due to Evaporation and drive off Total Water Sent to Sewer 124.8 17.75 5000 88750 21000 63750 62.85 63,750 gallons per month / 30 = 2,125 gallons per day SCT RIO HILL, LLC, C/O ROSENTHAL PROPERTIES TM# 04500-00-00-094AO ' N DB 4134, PG 199 0) ZONING: PD-SC ' ryN �' PRESENT USE: SHOPPING CENTER / I I i � /1 1- EXISTING SANITARY EASEMENT DB 985/717 AND DB 985/722 PROPOSED PIPE No. 3 91 L.F. -18" 0 HDPE SLOPE = 1.0% PROPOSED GRATE INLET A-2 RIM: 489.50 EX INV. OUT WITH FLARED END SECTION=470.4' < L � r to 2 , F� �S % STORMWATER EASEMENTS \ ' DB 985/717 AND DB 985/722 _ EX SSMIH - TOP=488.5'\ IE = 484.8' / - -55- -55-, PROPOSED PIPE No. 2 J 45 L.F. - 18" 0 HDPE SLOPE = 5.0% PROPOSED CONNECTION INTO �G EXISTING SANITARY SEWER MANHOLE. I.E. = 485.3' SLOPE = 5.0% EXISTING STORM DROP INLETA-0. LEAVE EXISTING STRUCTURE IN PLACE AND ADJUST RIM VERTICALLY TO MATCH FINISH GRADE. RIM = 486.10 EXISTING FL IN (SE) = 475.30 PROPOSED FL IN (N)=480.26� PROPOSED GRATE INLET A-6 RIM = 486.5 PROPOSED PIPE No. 6 6 L.F. -18" 0 HDPE SLOPE = 2.0% EXISTING GRATED DROP INLET TO BE REPLACED WITH AJUNCTION BOX TOP=486.25 EXISTING FL IN (W) = 475.80 Ch VKVr WILL I I EX GRATED DROP INLET EX GAS LINE n TOP=487.1' TOP=484.3' INV. OUT (15" RCP)=481.4' INV. IN=475.8' INV. OUT=475.7' I U.S. ROUTE 29 (SBL) SEMINOLE TRAIL (VAR/ABLE WIDTH) CONTRACTOR NOTE: CONFIRM THE DEPTH OF THE EXISTING WATER MAIN PRIOR TO LOWERING TO SEE IF THE WATER MAIN CAN REMAIN IN PLACE WATER LINE RELOCATION TO BE WITHIN EXISTING EASEMENT I A = 8'06' 15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S59'2442"E lower water line begin sta. 0+00 EXISTING UTILITY EASEMENT DB 985/717 AND DB 985/722 WATER LINE RELOCATION TO BE WITHIN EXISTING EASEMENT RELOCATE EXISTING METER OUTSIDE OF SIDEWALK �- EXISTING WATER METER TO BE UTILIZED FOR IRRIGATION Q 0 0 0 � _ 2" DOMESTIC WATER SERVICE --------------------- EX 15" RCP EX DROP INLET TOP=488.2' INV. IN=482.3' INV. OUT=481.3' PROPOSED 4" WATER TAP REFER TO TD-12 ON SHEET 9.1 1.5" DOMESTIC WATER METER WITH RPZ BACKFLOW PREVENTER OHP E- -WE- E,K JBOX PROPOSED ELECTRICAL TRANSFORMER PROPOSED UNDERGROUND ELECTRICAL SERVICE UTILITY NOTES • ANTICIPATED WATER USAGE 63,750 GAL/ MONTH = 2,125 GAL/DAY (PEAK DEMAND 82 GPM) • SEWER AND WATER SERVICES TO THE BUILDING WILL NEED TO BE DISCONNECTED PRIOR TO ACSA APPROVAL OF THE DEMOLITION PERMIT. • EXISTING WATER METER TO BE UTILIZED FOR IRRIGATION Fn� 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 OWNER: W4 Properties Charlottesville, LLC P.O. Box 42 Bogart, Ga 30622 Contact: Justin Hendley Tel. (404) 219-8331 Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052 , 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: Building: 30-feet min Parking: 10-feet min 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. v Know what's below Call before you dig dial 811 P Z w U w w Z V) Z 2LU w aO H H 2 H VO w OV Q wec w OV w p w N J C y m V Z w w Q O Q Do O Q O O V ~a 0 G V)i V)i o N Q co Q h w w Q w a =a Y V o- = cc z a = I- U w V) W N 0 0 0 p o> a a a> a V a J CD O O O rq H HuJ Z O F- N Om N O O H N O (n Q 4 l\D e\-1 N V -1 0) -1 O O O O O O O O -1 w = �, o H Hl "UNAL �. DATE: 4.15.21 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 1 z J Q z ID tY zW I- w J J zLU W cn o W L.L - 0LU W U W J W w W U J J_ W W O O `4 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: UTILITY PLAN SHEET NUMBER: 4 r-M PROJECT NUMBER: 19016W4D DATE: 04/15/21 RETAINING WALL "A" WALL LOCATION STATION TOP OF WALL BOTTOM OF HEIGHT WALL (FEET) A-1 0+00 495.50 493.50 2,0 A-2 0+29 494.00 491.00 3,0 A-3 0+99 493.50 1491.50 12,0 RETAINING WALL "B" WALL LOCATION STATION TOP OF WALL BOTTOM OF HEIGHT WALL (FEET) B-1 0+00 493.75 492-50 1,3 B-2 o+18 494.90 492.50 2,4 B-3 0+34 495.50 494.00 1,5 RETAINING WALL "C" WALL LOCATION STATION TOP OF WALL BOTTOM OF HEIGHT WALL (FEET) C-1 0+00 491.00 490,00 1,0 C-2 o+18 491.00 489.00 2,0 C-3 0+40 491.00 489,00 2,0 C-4 o+65 491.00 490.25 0,8 BOTTOM OF WALL EQUALS FINISHED GRADE ■ I ! I ! ! I ® N ! ! ! S ! ! A ! I � ® ' N ! ! y l ! i ® ' EX MANAGED SLOPE AREA. ! ! ! i ------- ! 496--------- r��® y^----- war'-- ! ' 495----- (�{- _ _-_-------_ ^� --_ V ® ___ GRAFEE ,-'I TOP./ 4 -/7�-,,------ � t�9z� --- R10--H 490.50 I I I I I �\ / ////// / // // / // / //// / /QO®/ C/�/ i��®,a6®��/ / // / y / oIII t` _ / - - - - - 'I --- � 491.39 II✓rI ie�/ ---IIIIkI __- II I 491.39 II \\ \ �/ I� I \')/ /I I 4! 91.3I 9 iIIIi I lI l lIIl 491.39 I % t�d�/ e C4`}iif9p 491.40 EX INV. OUT WITH FLARED • I® / - \1 I1I'' END SECTION=470.4' TR 491.90 2"CONDUIT TR491.90 . �� 491.20 - I 490 ®2�®I� -®®` r / i I ,II J/J \\ \ \\ I OPOSED PIPE N8C.552L.F.18'O0HDoPEPROPOSEDCAR1 , ASH SLOPE=1.0% 1� PROPOSED ! 5 I I LA-5 9. 0F.F.E. - 492.00 jC_2 EX. SGM I I ' TOP=-18-6.5'�/ Ir BUILDSETBACK ING- �_ � GAS GAS 491 C-1 GAS �� I � J490 \ - - GAS -T- GAS ® ® - 490� t farm 489 4p88 3:1 SLOPE r" _ _ _ ^`� 488- `VI fl 487 OHP GHP \ ' GHP H �CFIPS _ -l-7HP � �iP- - - _ GHP GHP GHP- OHF/-�/ ` GHP-� ! t� 48fi� _0 , AR I K \ NEW EFtMANENT ACCESS EPPEMENT 202100018910 ® 487.50 r/ _ _ - -_---------- t------l-------------- - PIPE No. 2 _ ®+ ®, L^TIV: CiQT = 7 1T 85 - f t-f-�--------------------- PROPOSED ----- -- -- -----= --�! ---- -� _ -�- ,�`T -,,---214.98r 7.50 !EX MANHOLE N^T 45 L.F. - 18" 0 HDPE --- --S2gj 1 6"W --- ��, /'�------- ` !FOUND 48/ SLOPE =5.0% - ---- ___ ___ / *------------` -- i UG T- - ! '�uc-Z---- - - - - - _�uc uc r - -uc T- -all T- - -uc I- / u PROPOSED JUNCTION BOX A-1 _ - - - - - - -" - - _ _ ���*_- -" -® - - ::!j r----ucr - -ucr ucr---"'- PROPOSED PIPE No. 1 8 L.F. - 18" 0 HDPE ® ! -- SLOPE =5.0% ----- - -- !------------ --------------! EXISTING STORM DROP INLET A-0. LEAVE ! ,®ti®® EXISTING STRUCTURE IN PLACE AND ADJUST ® � 5 EX DIDP INLET RIM VERTICALLY TO MATCH FINISH GRADE. EXIGRATED DROP INLET-7�* u ('At LINE i TOP l 487.1' RIM =486.10 TO!=484.3' ®27C® INV. !UT (15" RCP)=481.4' EXISTING FL IN (SE) = 475.30 INV® IN=475.8' •s ®® PROPOSED FL IN (N)=480.26 ♦epi PROPOSED GRATE INLETA-6 IN OUT=475.7' RIM = 486.5 U. S. ROUTE 29 (S8L) PRPIPE No. 6 L.F.- ® SEMINOLE TRAIL L.F.^'18"�HDPE SLOPE = 2.0% ! EXISTING GRATED DROP INLET TO BE (VARIABLE WIDTH) REPLACED WITH AJUNCTION BOX ® l TOP=486.25 ® l EXISTING FL IN (W) = 475.80 PROPOSED FL IN (S) = 482.13 ! Q ! SEX JB Nxo BR 487.00 TR 487.50 1 CONTRACTOR NOTE: CONFIRM THE DEPTH OF THE EXISTING WATER MAIN PRIOR TO LOWERING TO SEE IF THE WATER MAIN CAN REMAIN IN PLACE. ar water line sta. 1+21 - LOWERED WATER LINE TO BE A MINIMUM OF 10' FROM PROPOSED STREET TREES. SEE LANDSCAPE PLAN FOR LOCATION OF TREES LOWER EXISTING WATER LINE TO MEET MINIMUM ACSA COVER OF 3.5' MEASURED FROM ESTABLISHED FINISHED GRADE TO THE TOP OF PIPE A = 8*06'15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S59'24'42"E lower water line begin sta. 0+00 BR 491.00 Q 0 L QIN c) 07 hem - --------------------- EX 15" RCP EX DROP INLET TOP=488.2' INV. IN=482.3' INV. OUT=481.3' E - -UG E c 14nX y27B14 ®®14 wit LOCATION MAP SCALE: N.T.S. PROJECT NOTES: ®® DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Greg DeBacker Contact: Justin Hendley Phone: (706) 548-1151 Tel. (404) 219-8331 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 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052 , 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: Building: 30-feet min Parking: 10-feet min 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. Know what's below' Call before you dig dial811 0 •0.0 GRAPHIC SCALE W O Z w U r w wN w vwi or V u w p Qwwowp o ° v)) 0 p w z wQ m u w of Q ° o G° U 0 U G J a p w N V)i p N Q E° cl- a w w a w p Y � a a 0 2 0 Z p Q a > Q Q Q > Q °U Q J CO O O O f cI I cI rI z W rl O N lD 6 Ln co co O f N M N O O ri N O N�00o0000� w CG Ln�r,W�,-i-i� so '14NAL �-' DATE: 4.15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars I-iill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.c,irterengineering.net V / z Q Z_ C0 z> W LU J z w 0 cn LU O 2LOQ O O W / \ U cLW -J W z LU [*) LU U v J LU O 0 W O O cV V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: GRADING AND DRAINING PLAN SHEET NUMBER: 5 PROJECT NUMBER: 19016W4D DATE: 04/15/21 BRICK VENEER TO MATCH BLDG i-� I 6" DIA. STEEL BOLLARDS W/ CONC. FILL (TYP.) -••✓ D f4 A301 C �A3UI 1ZW r ✓ � f. Cr r. - r 'r - 6"CONC.SLABW/ 6x610/10WWM r r ON 6 MIL VAPOR 8• C.M.U. WALL - BARRIER OVER CLEAN, CLEAN, WELL COMPACTED FILL (3500 P.S.I. CONC.I r - ! - - J -- FIELD VERIFY 1- #5 VERI. IN CONC. FILLED CELL WHERE SHOWN AND AT 48" O.C. MAX PRECA: WITH St PRECAST CONCRETE A DUMPSTER ENCLOSURE ELEVATION rB DUMPSTER ENCLOSURE ELEVATION A301 nts A301 nts PREGAST GONGREtE PRECAST CONCRETE DUMPSTER ENCLOSURE ELEVATION D DUMPSTER ENCLOSURE ELEVATION A301 nts A301 nts 1 15 0 h 0 v LOW -PERMEABILITY SOIL i' 5 3 FLLTER FABRIC ti i " STRUCTURAL NOTES:13AI'£YF/d�` 1. STRUCTURAL BACKFILL IS TO BE PLACED IN BLOCK BACKFILL 8-'TO 24-INCH ("TYPICAL) LIFTS 2. STRUCTURAL BACKFILL MUST BE NIANIPULATED INTO CORES AND ALL VOIDS IO.G° BI ".I'WEE'N BLOCKS'TO ENSURE ADEQUATE I, 1` BOND BETWEEN BLOCK AND CONCRETE MASS. T U I t � 1 1I On I I TYPICAL ! �I n FINISLIED .. y GRADE I I i i .:.::,( i 4" D A DRAINPIPE STRUCTURALq �I. � , BACKFILL DEY'CI[ II,_;_. 3 ° PERDESIGN t� ENSURE CORES AND VOID AREAS -'- .3 TO .4 BETWEEN UNITS ARE FILLED OF EI COMPLETELY (TYPICAL) V P n 4 n � (; H 0 R Theserepresentations are intended for s n graphic Drawn Bv: AWE ' 1 iti *'Fi I °- Dr t v t� I I B� field 6 Multi iece Retaining Wall System e preliminary g purposes only and are not to y p � y Date: `lam G U1L� SOMETHING sEAY IFut,, be used I`or cousttuction without the signature Typical Cross Section Anchor Wall Engineering, LLC ofa registeredprolessional engineer. 2/29/2012 'r ject lnTorutrTtion: " "Typical Details For 5959 Baker Road, Suite 390 b 2012 Anchor Wall Engineering„ 11C Mintietonka, MN 55345 t& and,.,, Anchor vale sysi ems, Inc. 3� 8"=1'-U" The Anclhorplex"N' Retaini ig Wall Systen BF PSA05 F 6" - 4000 PSI PORTLAND CEMENT CONCRETE WITH AIR ENTRAINMENT AND WELDED WIRE FABRIC OR FIBER MESH O o Xr) 6" UNTREATED AGGREGATE BASE COURSE VADOT TYPE I, SIZE 21-A) TOP 10" OF SUBGRADE TO BE COMPACTED TO 95% DRY DENSITY, STANDARD PROCTOR. Ix CONCRETE PAVING (Heavy Duty) .0" SUPERPAVE ASPHALT BINDER :OURSE (VADOT SM 9.5A) " UNTREATED AGGREGATE �ADOT TYPE I, SIZE 21-A) OP 10" OF SUBGRADE TO BE COMPACTED TO 5% DRY DENSITY, STANDARD PROCTOR. ASPHALT PAVING (Light Duty) Y' SUPERPAVE ASPHALT SURFACE ADOT SM 9.5A) )" SUPERPAVE ASPHALT BINDER )URSE (VADOT IM-19.0) UNTREATED AGGREGATE ADOT TYPE I, SIZE 21-A) )P 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. VARIES INSURE BAKFILL IS PLACED UNDER PIPE AND PROPERLY COMPACTED SUITABLE FOUNDATION WATER TIGHT - FINISHED GRADE MANHOLE OPENING OUTSIDE DIAMETER OF HDPE PIPE MANHOLE/STRUCTURE WALL "t" I •' FIRST COUPLER SHOULD BE 0, 1. X 18" FROM WALL OR BE ENCOED IN FOWABLE FILL , 1 Yz _�1 Yz D. I.D. MIN. MIN. BEDDING NATIVE SOIL -- 112" MIN. PVC MANHOLE ADAPTER T PTER 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 WATER TIGHT CON (KOR-N-SEAL II OR KOR-N-SEAL306R) rWMn=OMAm1 -► MSwnvo'sW r rlc aR•w nzr amcra Fir. W x LWA1W eo nc rm• I r r awwV ro N -w coymt r SW A I I SWKr sinr T, ------Ir-------I + r------Hr---- 1 r----- - ---1 2e wimr nr. I I I ]L I I I I I n- au' I II I . � II Ii.` I II I . I I Ii II I . � Z) I� + I -I �---► I �. I +'r `�� TAN%-1 II �' TANK-2II I I T�Nx_v I TOP I------�I-------J L-----JI------J L------------J - armor me aww r'rc FRONT VWW 1 '' Tr �► r 2r m r r sw a nc rry } Ir 2000 GALLON TANK A...0 NOTE: 1. Pressure Test All Suction Lines Upon Installation @ 10-15 PSI max. 2. Keep pressure on Suctlon 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. `NOTES: 2000 .E.t uN TANK CAR WASH RECLAIM SYSTEM STANDARD RECLAIM 3 TANK (SEE RECLAIM SHEET FOR DETAH,) �- 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 V"v�V CLASS I OR II BACKFILL PER ASTM D2321. COMPACTED IN 8" MAX. LIFTS TO A MIN. OF 90% MAX. STANDARD PROCTOR DENSITY J0 a • �PVC MANHOLE ADAPTER ADAPTER OD G• •d TYPE 3B: KOR-N-SEAL (CORED HOLE OR PRE -CAST) W/ FIELD MANHOLE BOOT W/ PVC MANHOLE ADAPTER NTS CURB INLET GRATE, FRAME AND CURB BOX SHALL BE HEAVY DUTY AND SHALL MEET H-20 LOADING. P 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 secondaa settlement ' Tar Mmt rwrer.xlMrrr 1 i' r' rr r 2000 GALLON TAN% r rlc ns nr •�•• •� 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 HEAVY CONSTRUCTION PIPE DIAM. H-25 (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 PRECAST RISER SECTION PRECAST MONOLITHIC BASE 0 PIPE VARIES 0 6' SECTION VIEW 6" 16" MIN 3"R ADJUS / + 6"-9. i � 4" i 6" THICK BED OF #57 STONE EXTENDING 6" BEYOND MANHOLE BASE IN ALL DIRECTIONS �24" MIN GRATE SIDE VIEW GRATE TOP VIEW HOODED GRATE INLET NOT TO SCALE 6" 16" MIN I�- Z w N LUVl c� G O w N W zz C w Vw1 o CrLU a W 2 Lu 2 U W o a w o w o a U 0 U w a 0 O m z G U a v Y U U w a N w H _ V)i w in w o a n V) w 0 0 a cc Z O m CL CL a p a> a a a> a U a J co z O F O -_ NM O O N c-i O r-1 O a-i Ln s-i oo H O () C) c\-i O c\i O L\D O _11 O N O O Q\1 O ; a-1 W !Y # Ln l0 r, 00 01 .�-i `N•i �,LTH °F�l AMES J TER O ,. 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 rj a Z z> Ww J z N W �� o C) i 11 0 a o W >� U W J WLU z W U J J W p lY LU O O N () PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: STANDARD DETAILS SHEET NUMBER: 9. PROJECT NUMBER: 19016W4D DATE: 04/15/21 WATER MAI VARIES l%GJIfCHtIVGV jvEiv i ri i imvu�5 LVE BOX TO METER BOX (SEE FIG. W-6A THRU W-7E). COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BYTHE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE, + REFER TO FIG, W-3 FOR THRUST BLOCK DETAILS ON TEE, • REFER TO FIG, W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT, USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.Ir CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-'6C TD-'-12 44" MIN. 361, a'. 4 4 '4 v (22,5" FOR COMPOUND METER) A; 18 MIN. 4' 4 •4 37" MIN. a'e .t 12" MIN, WINGNUT LOCKING ASSEMBLY QD BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR--IN—PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8", 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W-7C r ... a r a. • d..a. ., d r • . . r as a a 0 a. d .a • d' , � � r � � • " s" TD-16 H Z w o z w N U N w WLn N W N of N N N U W a z z 0 z o "' p w 2 2 N 2Em U Z W W a 0 0 o U 0 U o J _a p w vNi vNi p h Q m H w w Q w z p Y V _ CL o a z p p o> a a a> a °v a J m NN N N N N N N z D m m w w O ♦— N M N O O � N O (n .�1 .\i l�D N Q\1 .\i > O O O O O O O r+ w H iIY WI liftZI 0 DATE: 4.15.21 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 ._! Q z z> �— w w Z w a. V) � 2 ow o s.— °wU O >LU W J Wz LLB Q u > J J LU O _ W O O `4 N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: STANDARD DETAILS SHEET NUMBER: PROJECT NUMBER: 19016W4D DATE: 04/15/21 0 O o _ \-------------------- \\ 191.50 I � 492 ________ 811 CONDUIT ------------- - I N \\ I n 10 \ ' C_ \ 1 --- — Q) lah 1 �L I / I I \ I I I I I -- — ----- _ BR 491.40 491.39 ', "----- --__— 491.39 \\,, i� / 491.39 , f= d ° v - d \ ° ° d l°' ° ° — TR 491.90 Id d ° a G dd\ d ` v /ice ° I. ° d ° I I TR 491.24 491.24 1311491.24 tl T v U d d dLiU ° °2" CONDUIT° _ d ° I ° d r TR 49 .90 d I Id I'd--______ d ° TR 491.90 v d °d I 1 ° I I ° d r b,YkPb.x aEd's, a..,av . .3 asa e [ B Ci 4F 3 $ a x «-�: £ Yx Y 3 gac�Y v;}i � 1 t d r I r x P � 4 4. ? s k $t s tl S d v st £ 1 €$ b S $S 3 f b a fi sxgaa"R ..22 d 3. x E.. 4 €C f p g d I s i d li a F€ 3 13 E� Y E � b r v E d E � i I € 3 d Fs d i / E �i YC J 4F. Y Y 3 U b E 66 �Y ad 4491,50] 4 - _____________ 30' BUILDING\\SETBACK \�' \ 491 C- / \ 490 ---- 489 3:1 SLOPE'- �'----- - �\ � _ \ \ \ ` — — — — — — — - U \ 10' PARKING SETBACK-----��: - _ ---- � d � — d d ° ERMAN ENT ACCESS EASEMENT 202100018610 (DEED BOOK 5636/PAGE 647) ,N'EW / \ d v a \ d ° d d ° d v ° ° � d"nn / /° ° ° d a U U d ° d d ° I ° ° ° \ d a ° d d d d v d° d a` d °° d / v d d° ° 4 4 v ° ° ° d ° - a d° d ° d - �9-- aQ -? n - L 1 4.9-$ d ° dO ° ° d ° d ° ° d ° ---°--° ° /°-----d-�_ dd d d `\\\�-c_/ d o.--.QU_ d ° ° °d •, d° dd ° d. ° ° a ° d d U ° __°°-d_ d ° a d ----d-- � 4 ° ° U ° d d U. d --------.-'z, �- a v °\\ d U � _ ° \ d / U Ud d° ° d d d dU ° e d v v d / ° � d GRADING PLAN SCALE: 1" = 201 No mi 8" CONDUIT ^ - - t 1 1 0 • Ir) 10 z N (2) 12' X 18' H/C CONC. I -�_ PARKING SPACE W/ T WIDE v STRIPED UNLOADING I I I I I I I I I I I I I I ,,. 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E ., ..a.., «t,.t..,�t,�.�.>,_<..�z...> .. ..., ,...,. 30' BUILDING SETBACK 125' 4" I _ / ° d / d / ° ° d v 10' PARKING SETBACK — —_ — — — — — d --_�--�-= a , d NEW PERMANENT ACCESS EASEMENT 202100018610 (DEED BOOK 5636/PAGE 647) d a d v ° d° ° d U° a a° ° d d d v ° v ° d ° v d d d° d a v d d d v d ° d d U a ° d° 214.9� ° 4 ° °° d v a d v d d d v d d ° ° U ° a ° ° v ° ° v d ° a d d v ° d d ° v ° ° d °° ad ° d a v v U v d v °° ° d d d d v U ° d ° v d d ° ' v° a s d U v v °d ' d , v d ° U d d ° v ° a d° e d a d° ° a d v v d ° d U ° d d d °d dd vd v ° d° dvd ° d° d v ° d d d ° e d d° ° dv v < ° v °d d ° v d ° d e dv v d v. a v v d ° d 00 SITE PLAN SCALE: 1" = 201 ACCESSIBLE PARKING SPACES, ACCESS AISLES AND PASSENGER LOADING ZONES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:67 (1.5%) IN ANY DIRECTION. p z w Ov N z w z N z w LU W LU ¢ ❑ Fes- FN Imo- O LU O ❑ z z O z ❑ Ln U ¢ w w U w p w ,)J22En2mU z W C W Cr Q ° o U U o o G Zi ¢ Ln w w Q w cc p Y V) r2 CL U Cr or 0 0 d 0 z ❑ 0 ❑> Q Q Q> Q U Q J CO O O C14O N . i . i e-i N z 0 I- N OM N O O - N O (n 0 N H t0 -i N 0\1 j O 1010 O O O O r1 W 0 -i r, LTH OF)R�: �0 AMESJ'' o. �};; 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 _I Q z_ z> �— W w J z �N w i2Lr- �o� o- U 4-11 O > W W W z W Q u �`/ J J W O _ W 0 0 N N v / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: ADA ACCESS PLAN SHEET NUMBER: 10 PROJECT NUMBER: 19016W4D DATE: 04/15/21 CG-12 A #5 DOWELS, 8" LONG 4-1 AT 12" C-C 5`D 12:1 MAX > h1 I I H RAMP (SEE TA' BACK OF CURB 20:1—,, 2' MIN. PERMISSIBLE CONSTRUCTION JOINT Z �12:1 MAX � �It(SE:E: RAMP TABLE) TRUNC, SEE Si 5'-0" MIN SHAPE TO MATCH OF ROADWAY CUE 48 : 1 MAX. 48 :1 MAX. SECTION A -A SECTION B-B DOMES 1OF 5 FOR DETAILS NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 \VDOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 7/11 12:1 MAX. WITH BUFFER STRIP II 11 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 5' MIN 4' MIN WITHOUT BUFFER STRIP I CROSSWALK I CROSSWALK A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA. 5. MIN DIAGONAL PLACEMENT A � � X 5' MIN � o A 4' SQUARE LANDING AREA v OUTSIDE OF TRAVELWAY A 4'SQUARE AN AREA CROSSwAL SHALL BE PROVIDED FOR x OUTSIDE OF TRAVELWAY PERPENDICULAR CROSSWALK SHALL BE PROVIDED FOR WITHIN THE MARKED PERPENDICULAR CROSSWALK WITH BUFFER STRIP CROSSWALK AREA GROSS`NALY' WITHIN THE MARKED CROSSWALK AREA. CC-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 5' X 5' LEVEL LANDING AREA. SLOPE RATIO NOT TO EXCEED 2% IN ANY DIRECTION CROSS SLOPES OF — RAMPS SHOULD NOT EXCEED 2.0% AT ANY POINT RAMP SLOPE NOT TO EXCEED 1:14 (TYP.) ISOMETRIC VIEW OF RAMP RAMP LANDING 5' MIN. PROJECTED TOP OF CURB GUTTER SLOPE 1:20 OR LESS SLOPE Y4"AFT . .. .. RB & TTER SECTION A -A NOTES: 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. STANDARD CONSTRUCTION DETAIL HANDICAP RAMP TYPE ONE SIGN PER H/C ONE SIGN PER H/C PARKING SPACE. PARKING SPACE. SIGN TO CONFORM BACK OF SIGN TO CONFORM BACK OF SIDEWALK TO STATE REGULATIONS.SIDEWALK TO STATE REGULA11ONS. SIDEWALK SIDEWALK HANDICAP ACCESSIBLE SIGN PERMIT PARKING ONLY TYPE 12"x18"ALUMINUM PERMIT PARKING ONLY COLOR ISTANDARD VAN ACCESSIBLE SIGN 1 17% 4" WIDE 2 4" WIDE TYPE ALUMINUM TOW-AWAYZONE TOW -AWAY ZONE STRIPING U LU STRIPING COLOR STANDARD : L%j [MIN.THEIGHT TO BE 84"ABOVE ti a � PARKING LOT ELEVATION TO THE VABOTOM OF SIGN ° LLJ ACCESSIBLE o W w—W w VAN 4" STR/PING NOTES: o 4" STRIPING SIGNS ARE TO BE MOUNTED TO A ° 2 COATS Q Q � 45' (typ) 45' (t)p) OF PMS 123 , 2 COATS GALVANIZED STEEL POST FROM 60" o o ° YELLOW OF PMS 123 ABOVE FINISH GRADE TO THE BOTTOM w ° o Q PAINT YELLOW Q OF SIGN. o GALVANIZED STEEL POST o PAINT ALL SIGNS MUST BE INSTALLED WPERPENDICULAI=- o ° TO THE PARKIN STALL (ESPECIALLY ON ANGLED G LLl F- 0 PARKING) LLU Q LU a = GALVANIZED STEEL POST SET 48" (MIN.) IN PIPE BOLLARD mcoF ¢ LL o 0 0 w O o 0 WHEN MEASURING SPACES AND ACCESS AISLES, THE ACCESSIBLE PARKING SPACES, ACCESS AISLES AND I-- F o ° MEASUREMENT SHOULD BE TAKEN FROM THE CENTER OF THE PASSENGER LOADING ZONES SHALL HAVE SURFACE SLOPES 0 r 0 6" DIA. PIPE WITH CONCRETE FILL a 9 OUTSIDE STRIPE ON THE SPACE OR ACCESS AISLE TO THE CENTER NOT STEEPER THAN 1:50 (2.0%) IN ANY DIRECTION. _ LL m a SLOPE CONCRETE AWAY FROM BOLLARD OF THE INSIDE STRIPE ON THE SPACE OR ACCESS AISLE. o FINISHED FINISHED a ° GRADE GRADE ° 8"PMS XXX WHITE PAIN T j W Q 2 •,' ;: s W Q�ZJ�U r;,:: Q�ZU�U tL: U C7 Q ;i: POURED CONCRETE M U (J Q o � :i:, o aLLI LL co [i] 24" 8"GAP (TYPJ 5' (TYP) E 2' 2' DETAIL "A" DETAIL "B" WITH "VAN WITHOUT "VAN ACCESSABLE" SIGN ACCESSABLE" SIGN CROSS WALK STRIPING PMITEPAINT TTP "HANDICAP PARKING ONLY" SIGNS 115 115 BLUE PAINT NOT TO SCALE PAINTED HANDICAPPED PARKING SPACE & SYMBOL NOT TO SCALE w H O F- z QU) tH ¢ LL =0 :C 2 0 CKO POURED CONCRETE p z w o z w Z In z 2 w W U W Z) fN 2 z N 2 U W 2 ❑ F-' H- � P- O In Qw w U w p LLLJ h J¢ 2 2 2 m U Z w w z ¢ 0 0 b Ov Ov o Ov b M a ❑ W V) Ln ❑ N ¢ m ¢ � w w ¢ Y U= 0 a Z ❑ U w N z ❑ ❑ V) ❑ O ❑ 0 ❑ > ¢ ¢ ¢ > ¢ U ¢ J CO O O N N N N N N W -I O N lD m N w w 0 1--• N M N O O ri N O 5 ❑0 0O O O O 0O O H LL! DATE: 4.15.21 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 _! Q z 1 CD oC z> �-- W w J J c5 W I...L. N LLJ I--' O CL O p W >� U W -� W z W � Uj U J J W O Q � _ W O O `14 N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: ADA DETAILS SHEET NUMBER: PROJECT NUMBER: 19016W4D DATE: 04/15/21 TREE MANAGEMENT CALCULATIONS: GENERAL LANDSCAPE REQUIREMENTS: Street Three Requirement Street trees shall be planted with even spacing in a row within the public street right -of way or adjacent to the public street right-of-way if not permitted therein by the Virginia Department of Transportation, and with the private street right-of-way. One (1) large street tree shall be required for everyfifty (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 thereof, if twenty (20) feet or more. If required street trees cannot be planted within the parking setback or within ten (10) feet of the street right-of-way due to sight distance, utility easements, or other conflicting requirements, then the planting strip 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 maybe counted toward the interior landscaping requirement. Seminole Trail: (power lines present) 249.25 Linear Feet Trees Required: 6 Medium Trees Required (249.25 / 40) Trees Provided: 6 Medium Trees Provided Woodbrook Drive: 213.63 Linear Feet Trees Required: 5 Large Trees Required (213.63 / 40) Trees Provided: 5 Large Trees Provided Shrubs along public streets: When a parking area is located so that the parked cars will be visible from an off -site street, the agent may required additonal 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 jive (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 orshrubs. 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 in Parking: 1Square 937 Feet (9/ ) Landscape Area Provided (Parking & Circulation): 17,586 Square Feet (80%) The plant materials may be a mixture o shade trees and shrubs and shall include h pl n Y f one (1) large or medium shade tree per ten (10) parking spaces or portion thereof. Parking Spaces Provided: 30 Parking Spaces Trees Required: 3 Trees Required (30 / 10) Trees Provided: 4 Trees Provided Tree Canopy Requirements uirements. Each commercial or industrial use site shall have a tree canopy 9 coverin a minimum of ten (10) percent of the property (45,787 SF). Tree Canopy Required: 4,578.7 Square Feet (10.00%) Tree CanopyProvided: 5 695 Square Feet 12.44/ q ( ) Existingto Remain 0 Square Feet Canopy Area q PY 6 329 Shumard Oak 1 974 Square Feet Canopy Area () q PY 4 366 L cebark Elm 1 464 Square Feet Canopy Area a () q pY (7) 125 Trident Maple 875 Square Feet Canopy Area (5) 184 Chinese Pistache 920 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. 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 and/or drawings g /o written tt requests q ests 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 uration indicated. The roof system of each shall be well provided with fibrous roots. All arts of plant shall be moist and show iv re p p p active green cambium when cut. they shall be free of disease insect pests, eggs or larvae All plant s to be moved balled and burls ed must be moved with the roe systems s solid t s a so d units with PP Y balls of earth firmly wrapped with untreated burlap, Firmly held in pla ce by a stout cord or wire drum laced boxed or in containers. 8. Pruning and shaping: Prune thin out and shape plants in compliance liance with American Hori' s 'American Standard for Nurse Stock' to reserve the natural chara cter acter and only as Nursery P Y approved Carter Engineering design eam i i b rtt Retain required height and read. Do not PP Y 9 99 9 P alter shape and do not cut leaders. Remove all dead wood suckers o bruised P . broken or d ruis branches, and crossing branches. 9. Stakes and Guys: to be round cedar posts. Y 10. The Carter Engineering representative reserves the right o reject Ian m t t t starts) at the 9 9 P 9 1 P 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. 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 da mp P and protected from damage due to sun and wind. Do no shave roo t of balls. P 9 13. Plant soil mixture will be used to backfill the planting area. Install plants simultaneously with t P 9 Y installation of planting soil mixes. P 9 14. Tree planting: see tree planting detail and notes herein for additional ' t add t ai information related to P 9 P 9 planting it dimensions planting operations, backfillin and tree staking. P 9P .P 9 P 9, 9 15. Containers stock planting: Ian container grown stock same as specified t t t the me sec, ed for balled and P 9P 9 P burls ed stock but remove containers completely. PP . P Y 16. Soil shall be free of all debris construction material and slurry. Landscape r I ry e P areas shall be backfilled with planting soil mixture per details and specifications. 17. Obstructions: if obstructions or other conditions detrimental to healthy plant 9r w h are encountered notifyCarter Engineering immediate) and request additional instructions. 9 9 Y q 18. Wateringand drainage: fill excavations with water and allow water to percolate out before 9 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 drown plants. 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 o allow roo m om for mulch after P P 9 settling,and lace mulch in dish after first watering and within one week of planting. See P 9 P 9 P9 lantin details for mulch thickness. 21. All plants shall be plumb vertical) after settling or as directed b Carter Engineering. P P Y 9 Y 22. Planting restrictions: plant during one of the following periods. Spring planting shrubs roundcover, perennials) -March through May P 9P 9( ,9 ,P ) 9 Y e 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 l In materials, workmanship or growth within 18-months of substantial completion. Failures include but 9 P are not limited to: Death and unsatisfactorygrowth, except or defects resulting from the lack of adequate 9 P f 9 q 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 .._____..........___..-._____ 12" -PLANT SPACING MULTIPLIER PLANTS PER SF) _____..-_.__-_._._..___..__._........_._._....__.__..______ 1.15 15" .74 1811 .51 2411 i .29 PLANT SCHEDULE _ __ _ _ _ TOTAL BOTANICAL NAME QTY COMMON NAME CAL:/GAL: SPACING TYPE HT•/SPR. MINIMUM REMARKS CANOPYTREES S I Pistachea chulesis Chinese Pistache 1 3.5" Cal. I As Shown I 6 & B 1 12' / 6' I Straight Central Leader to Min. 6' [it., Well Spaced Branches, Symmetrical Crown 10 u'erc s s Q hu ardi' u m 1 Sllumafd Oak 1 3.5" Cal, As Shown I B Ec B 1 12 j 6' Stiaig{it Central Leader to ivlin, 6' Ht., We11 Spaced Bra nches„Symmetrical Crown 9 Ulrnusparvifolia'Emer11'Ailee I I EmerII!LacebarkElm 1 3.5" Cal. I As Shown I B.&B 1 12'/6' 1 Stra igh,t Ce ntra I Le a de r to Min, 6' [It., We 11 Space d Bra riches, Symmetrical Crown MEDIUM TREES 6 Acersdccharurn 'Goldspire' Goldspire' Sugar Maple 1 IS` Cal. I As Shown 8 & B IT / 6' 1 Straight Central Leader to Min. 6' Ht., We II Spaced Branches, Symmetrical Crown 6 Fagerstroemia indica 'Tuskegee' I Tuskegee Crape Myrtle 3.5"(Multi) I As shown I B & 13 1 10' 15" 1 Multi -stem (3 min.) Clear to 5', Well spaced branches, Symmetrical Crown EVERGREEN SHRUBS 9 Camelliasasanquq Kanjiro' Kanpro' Camilla 7 Gal. As ShPt"in Container 36" / 30" Full Pot, Well Shaped' 37 Cephalotoxusharringtonla'Prostrate' Spreadinglapanes.ePlum _Yew 3GaL As Shown : Container 1811/181, Full Pot, WeltShaped 12 Ilex crenuto'Sky Pencil' Sky Pencil' Holly 7 Gal. As Shown Container 36" / 18" Full Pot, Well Shaped 96 Ilexglabro'Densa' Densa' InkberryHolly 5 Gal: As Shown Container 24" / z4" Full Pot; Well Shaped 80 1 Ilex vomitoria'Stakes Dwarf' IStakes Dwarf' Yaupon Holly 1 5 Gal, I As Shown I Container 1 24" / 24" 1 Full Pot, Well Shaped 1 DECIDUOUS SHRUBS 0 1 Hemeracallis 'Stella de Oro' Stella de Oro' Daylily 1 Gal. As Shown Container 18" / 18" Full Pot, Well Shaped 22 Deutzio gracilis'Nikko' Nikko' Deutzia 3 Gal. As Shown Container 18,11 181, Full Pot, Well Shaped 74- Rosa 'Meiggil' Peach Drift Rose 3 GaI. As Shown Container 1811/ 1811 full Pot, Well Shaped 2$ Rosa'Radtko' Double KnockouL Rose 3 Gal:. As Shown Container 18" / 18" Full Pat, Well Shaped GROUNDCOVERS (in square feet) 123D Urioperr(uscari'Big Blue' Big Blue' Lilyturf 1 Gal. 18" O.0 Container 12" /12" Full Pot, Well Shaped TURF GRASS (in square feet) 5,H5 5od- as directed by owner Sod -as directed by owner I --- I -- I SOD I --- PLANT HEALTH NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE R ' ` ALLOWED TO REACH, AND BE MAINTAINED AT MATURE PK E HEIGHT; TH TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TOI 11 Z U 0 EOVERALL E Z S PP SUPPORT THE HEALTH OF THE PLANT. ,r_­ }}J ' t z ut 11 LO m ' x m 1 LA-Q_ _ ,.. , r ', , y I, / J �i l C �'"4 S I�. _ J/ %� I ( j. (,,, I p, - 3 1 t-r wont vrJl/-unt § t 1 -1 I I ,// j l ,42 Y Y r ( I 1 ALLEE LACEBARK ELM � O i I >f j 9 a 1 , , . _....... (125 SF) BIG BLUE CREEPING LILYTURF € 1 , r <3.� wl >I r U 11 i t i 1 _ I t B 220 SF BIG BLUE'CREEPING LILYTURF ' • ;i. f 1 ' s l 3 CHINESE PISTACHE '-- -- - -" / / - l.. 0 / I ,+e" t .."1 N :c r d. (23) DENSA INKBERRY HOLLY �- -__�! ' ' ' ' V:, , , l 1r ` 7 , J 7 /Ir3 Y, D 0 - 6 WARF YAUPON HOLLY i- a 5 DENSA INKBERRY HOLLY => , O D ,o _.� t 1 ' EX INV. OUT WITH FLARED ' , .j to x .a s„ 415 SF SOD - AS DIRECTED BY OWNER r ( ) I , . END SECTION -47U.4' f U Y n (1) KAN11R0 CAMELLIA , 1. I / 2 KANJIRO' CAMELLIA -/"-.' to 11 DOUBLEKNOCKOUT E I L ROS -, _- t. z t `t >I P sr' j fy 'f�, f st2),SHIJMARD AK r 1.t 'i �,1I y J y . P 7.' . _ _ „zt - 1 =49 - 0 d >r , >, I ".N � /r 1..., i • '. ," i 1 a.c i t� `. , rA tr .alr �; . t .«ate ,,q�.C'fi I i C / 4 F ' F ' t f }i �., > STORMWATER EASEMENT, T "- " V. N � W ;; d (,. r 1=: 4-a ,` DB 985 717 AND B 985 .7 22 t D '� raK / / r _ h E .5SiAF' X �- rl l r � _.TOP -A•8, ,y :� C ..,, •_ _ 1 E L3 y / U\€< --- a a Vh � r i \_ Y_'.Y"Y'Y"Y !', y 1 .,� �» `� I '�. `.>. � �; � ..._t � tj.�{j;;�--.- - 7 x ���C �° �11'I".- (3) SHUMARD OAK -� _� f/- .. i I i / �'. /,r ./. 7-77-7 f ✓' t � l / ) r y Z i ./. Y 1 / r' 3 0, 1 r t i' .r,` 7 ,, ; / 1.I / / t 1r { / C � c. ' C J' 'S� ��11 poi, ; , , ._...r 1-1 - �' - I'll- -/ , 'fit �.i ?cr k t r,! r� " d 1 r 1. i " P 300 S B BLUE F 'BIG 1' vt` R% -,., CREEPING LILYTURF 1+ 11 I r (1) ALLEE LACEBARK ELM' 6.. -�'.'. .,� I i - j...--- II f `.. !`�1 I�)"� ll 1l I Double Knockout Rose Spreading Japanese Plum Yew Cephalotaxus harringtonia O Rosa rodtko Prostrate • Densa' Inkberry Holly 'Densa' I Dwarf Yaupon Holly 0 I flex labra 1 n a 9 Ilex vomitorla Stoke s Dwarf' f 'Kanjiro' Camellia 'Kanjiro' 0 Peach Drift Rose 'Meiggil' Camellia sasanqua Rosa Sky Pencil' Holly Sod - As Directed by Owner Ilex crenota 'Sky Pencil' 'Nikko' Deutzia I 'Big Blue' Creeping Lilyturf Deutzia gracilis 'Nikko' Liriope muscari 'Big Blue' �`' 11 s', //J/ V - �, o ,, y. ems, yysC_____� `� 'PANACHE' SHUMARD OAK ALLEE LACEBARK ELM CHINESE PISTACHE 'Goldspire' Sugar Maple Tuskegee Crape Myrtle Quercus shumardii 'Panache' Ulmus parvifolia 'Emer 11' Pistachea chinesis Acer saccharum 'Goldsprie' Lagerstroemia indica 'Tuskegee' Street Tree Parking Lot Tree Medium Interior Tree Medium Street Tree Ornamental Tree LANDSCAPE SYMBOLS - -I.. , :..... . 0 HILL CENTER_-"--,------_- ,, a: ll - 1 "., / I . --- _ ' EXISTING OAK AND HARDWOOD - -_�Rt Y �' I 1 CANOPY TO REMAIN / !l ) I' �� f ', 1 �•- TREE PROTECTION FENCE (TYPICAL) E ISTING \�1-,I r �LE�pCVPROPOSED $E1r11E (TYPICAL) SiCN EASEM �� I , / LIMITS D �BANCE ( ICAL) ENT -H, .,, , i '; 1 , i DB 985/717' A D / L / 1 D r B 985 i n 1. Jc.'•.J._n..3.J1�'r,.t�:..tr._,C'h�.._1�. /J.,� . �. I_,.._l_>k_>+�JJ��.h_JJ`,:h_i�:.?t...!���,..+.::srt_.l.At� i 11 / ,`1 _ :° .'1 I 11 co NDU IT I11 If- k fr°9 7°/ / , 0r 1 � II� fi r / 1 'I _�_ ewer water line ' /.€ 46 `f lfi /. _, , r'> > d °. , f er r , .. � . id sta. + / d, / 1 21 F 1 s f 7/ff. / r.uxwr. r - ,A,.. //r / /� 1/>i I y / f, / / .: /, / %f i` ,/" ,_' /° 1 /, F 1 /.. f 11 t° r �: fi N >/. / , t / i /y f t}} �1` r /♦ F e ,� �� I / t , a 1., d / /d`�,�' `---+'.', Q - r RED LINE REPRESENTS 10 OFF 4,EXI$TING TREES TO,BE , �� /�" '' 7 a , `_ - SET FROM LOWERED WATER LINE ''RE MCOVED (TYPICAL),, -11 / �', z '' )',° r /f LOWERED WATER LINE TU BE A ' r //•. / / / % / ,,, ,r/ , _.,# \ MINIMUM OF 10' FROM PROPOSED /'.. /, /^ / , / //'` ''// / •:,.:(i y f' II STREET TREES. SEE LANDSCAPE PLAN ,,, s`i /d /,% d' .! i / t'W r i 4 - I FOR LOCATION OF TREES ,( 3,0r B,, ING'SE CK '� 7 �- t tj r �-- 14 22 DE S BERRY HOLLY /� / / ,• /i ;. ( ) N A INK :, , / tT ` -1, �.. /o ,., OD - DIRECTED B OWNER `.t 960 SF S ASY l / } R� %� f / 'v r 0 j '" � �/ ' /'° / '' /�• �'? s 1 < N `' a I 4 DOUBLE KNOCKOUT ROSE { - r ` ', ,' / s / / V ir.. ., LOWER EXISTING WATER LINE FO /. / r /. .`=, / / �` E OF 3.5' s 0 X�,, / /// /,., / ,/ / , � is ,`,. I MEET MINIMUMACSACOV R /;� f, ,. ..W. x / - /`� ,� / ' . - z MEASURED FROM ESTABLISHED FINISHED m; GRADE E P OF PIPE GRA TO THE FU J41 , r:: t" -.. / (4) DOUBLE KNOCKOUT ROSE , d %'' f M y '' 01,, I" . .. `% .Iir :`` " `ikf i, ' - % fl (5) SHUMARD OAK ^,..,„ ( d./ �E /. J DOUBLE KNOCKOUT ROSE / 5 KN K / � d° : " , w (3) DWARF YAUPON HOLLY - _ , �t ,. I � I it (3) DOUBLE KNOCKOUT ROSE a' � .� 11 I �I A = 8'06'15" �,-`v � � I r L = 140.14' - 492-- a492 R = 990.77' 1 - -_ :1 1, 1';' I - • C. - 140.02' I. �4 ; i n �' C.B. S59'24 42 E , �. - r. I ,' 1, . lower water line 4 t I I;" -I �M �t,egin ta. U+OU - �;,r- I. i 4 (270 SF)'BIG BLUE' / ; V, 8 c1' EXISTING UTILITY EASEMENT I a., ,!� p CREEPING LILYTURF y .11 R DB 985/717 AND ( ( t I' �c (1) ALLEE LACEBARK ELM °, /I \ B 985/722 i I' i I/ I / r ", r >. __ _. 0 {a, �% � ' _,. _\ r A M ` 1 11 S a (1'� , . _. j 1�-,-,"," dt A r P a` A ,,,, 11-1 , 1�_� T^ t . i 4 a 1 4 ,1 . , 3 0 t') 1 a 1 r' a t , t �1 4 al � y i P � 4 EEE i I i t P ,•} • °.. ,..-v :$. ,aka-, � `.�w,- � «,} ,..,.. .I ..,. rn Wvv� .. i y > E� I 111-11 p , ., •: - •I =. . r, ,t_. CS UTILITY EASEMENT : :. �,,,t ... / � A A T r;( t I t �&a� r� 9� 11 1, , I E TREES S DED AREA). . NO TR S t r v. f (SHADED /o11 I E E yE:. WITHIN ASEMENTAR A n,£" , I c _.t' at. 6l C': r� f -- 1 .l __ _ -- 1= / _� .._ .. - z. I� 101--1 Q FEZ C ��­11, IZ7� CJ J ,� I . it c i - r , ']F! rA 1 ��'jjj � 10 l , 111 I - R :t 'i ! '\ 'R �fj ,,, I t I a I I O nnli� i a. YI e 1 n f � s _\ ra •a ,� q� i , \ .�1' .S{t- I'. I NI. O 6 iii.! I .I U1_CiI1_1;11_1 t 1 r♦ .+ : i' 1 � f• \ w f SS'tt . / J '' � •A ti"'3. I DU I. CON iT 'l 4 ;3 . ' I a.. 4' fi"x. rz I_la 'u^`t J a �1 I N' � k. I -YS "a a S O �', • Ia Y t� • I t I -I ( H , at h i a ( � O x ,' r �s � , t I a 3 � 3 k f t� z t•. 1-1-1111-11 ,. �:.: 10 D YAUPON HOLLY s. r 4 f DWARF YA P H l 9. 1 , d. I� I », i. t a i 5 14 b k t A .. s: "h .4. 1 ,? I v,�e / , )) E I i eeg. Fx c � x a w v E .. & 'k '.Z r c. I � 3. [ I t li r 4' B BLUE CREEPING LILY URF a r� s 90SF 'BIGT 3r f I a I. 1 ( ) { ff 1 tr � €� S mN ml.. c. ( T a. ♦. '=r .. f . als.� i t D E _, , �. 15 PEACH RIFT ROSE I ( ) >< r+ a a i� �. _z`. t^ :.� c � �� � : I �� 2 D B HOLLY y t t � � � � 1 , �� I ENSA INKBERRY H Y S .{ Y` r i' ,, z t � r � r � a I I � r .� - s � 1 A t J -G b 7 w� a n r � � �' , RW­111 } <,� EX 1a RCF ASH >i , 1 "taxi fie° } , k 9• p T to P .c�3 3. E .: �4 3^v. .v pl $. r s� s � trl g � , ;- r :x - 1 € .,n,a �.,.5i }, '� 'f r r is P �,. ,..., I ,.''4 P - F 31°is°F . �,P .,a, b `� s 9 ' / Y i �r XIi 1 � � s r- ��d. a ,a E l= �E� r r -E �.or � ,t... t,:- 1 I 4 2•QO r IPLET r �� .... ...2 .. :. .A ., / 'IOP E I � r `t t r r r a, d 88 L z s a ) Y h f fir{ 3 d � �4�PT - P� �: P 1� }r E I �`E' EF 3 ( i f 2 1 3 Y I F A # P 1 �3 � 1 i Et r s � t. a' is : � t � INV. IN-482.3' f F , - ^r �. - / INV. OU r-481.5' r.. rI'.I .r 1 s >I `,. -GA 1 -r e 1r - sr - .. 1. .,x G C i - - - _. _ _. `. r 1 3' 9_ i " _. s _ - 4 _... rasp E az . �: �. -..........._..._ `lip ......... _... .._............ ._...�� , I � P --che ,,{ ,,. .. ti ..°... , . ING -.... _ _ - -s- __ _i h -%� B 563 , � a `S W - N S$ (. N E . c T I L �• Y. "' ter.. i, -- '�- - - _. _ A -!• r- €, v, Is- \ Alex . �' 214.E M I OL .NO a� p � 4 4• .. ` • '. 6 ..: w �. • 1 a . _....._......,., 3 'GOLDSPIRE' SUGAR MAPLE A A .. / d:": A s. A % I �- . _..---u0 T.- . ... ♦ a •a ' ' , a A •. '•i. 4 .,,h a b , 0 T:--.,...- :? .. , ,. . . .,,p.: - _ ., ...,,., •, .,... _ '° o-. _L4-WT-•--i- .-: sue•..-!,L T....._. of ... .... _.... ,. . ....• ' ...-.. .. .. .': .a• ♦ .. '� _..... ..«.'-ry ("�' r,' -•tom'. (4) SPREADING JAPANESE PLUM YEW - r'--- - --uu r- --_ -uo T._ .• --..-._..I,o T -'- (12) DWARF YAUPON HOLLY � (15) PEACH DRIFT ROSE _� � - - ' - "'.. _.. -- (1)'KANJIRO' CAMELLIA ...1_,."- ` ._ _ _ - �� EX DROP INLE1 E X GRATED DROP' INLET- EX GAS LINE -' FOP =487.1' (3) TUSKEGEE CRAPE MYRTLE FOP =484.3' I INV. OUT (15" RCP) = 1. INV. IN =475.8' INV. OUT =475.7' U. S. ROU TE 29 (5BL) SEMINOLE TRAIL (VARIABLE WIDTH) �r- r k/ U 1 n / •18 /( f J.... z � 1 v 1 r.' a s' r1 l -AVr( p., OFF �cb, • •U / X f 1 t / ,. t (460 SF BIG BLUE CREEPING LILYTURF ) IA+ i '' .- (2) 'KANJ I RO' CAMELLIA < .' _ 6 SPREADING JAPANESE PLU YEW 4 M r r• ��d ! � () '7 •a ' ': t (3) DOUBLE KNOCKOUT ROSE } xi. _ -' 3)'TUSKEGEE' CRAPE MYRTLE . 4 /.1.1, . I /"_' (12) DWARF YAUPON HOLLY i (1)'1,ANJIRO' CAMELLIA (36) PEACH DRIFT ROSE (11)'NIKKO' DEUTZIA --___----- IV I (27) SPREADING JAPANESE PLUM YEW 4 (12)'SKY PENCIL' HOLLY (3)'GOLDSPIRE' SUGAR MAPLE (11)'NIKKO' DEUTZIA 5 I i � v y I Know whatt s below Cali before you dig dial 811 LOCATION MAP SCALE: N.T.S. I PROJECT NOTES: DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniels Bridge Road g P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens GA 30606 Contact: Justin Hendle Contact: Greg DeBacker Y Phone: Tel. 404 219-8331 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 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, 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 Steep o Managed p S i Slope s.) Setbacks: Building: 30-feet min Parking: 10-feet min 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 Boundaryand 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 one X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities show comprise such utilities e area utl tl n rl all u h in the either in g P, service or abandoned. The surveyor nor engineer warrants that the underground Y g g utilities shown are in the exact location indicated. The nor surveyor engineer has Y h sicall located all the underground utilities. physically g It is the responsibility of the contractor to field locate all utilities prior to P Y commencing work and notify engineer if a discrepancy is found. The contractors all verify the invert elevations of all existing storm and san itary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size character and locatio n of existing underground utilities and structures related to underground utilities is shown g g heron. There is no certaintyof the accuracy of this information and it shall be Y 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 n r Y utilities not shown may be encountered. The owner, his employees, his consultants Y and his contractors shall hereby distinctly understand that the surveyor is no t responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. g g PARKING DATA Parking Required: uired: Requirement: One (1) space per each one hundre d 100) square feetof e a' es area or the first ive thousand 5 000 s uare eet and one 1 r t II sal f f f ( q e o retail sales area above space per each two hundred 200 square feet r P ( ) q f f fiv e thousand (5,000) s uare eat, Forpurposes of this parag raph, retail o be 1 eighty 80 percent o the grossfloor sales area shall be deemed t I h () 9 Y( )P f 9 f e o e applicant, the actual retail sales loon area; 2 at request th f , () q f PP area as shown on floor plans submitted by the applicant delineating the s shall be binding actual retail sales area, which plan g as to the maximum retail sales area used. Retail Sales Area 7 = 2 q 15 Square Feet 21 8" x 125 4 II ( ) Required Parking = 27 Parking Spaces Required (2,715 / 100) Provided Parking = 29 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%) 20' 10, 0 20' GRAPHIC SCALE SCALE 1" = 20' 40' 60' Ir- Z w 2 h Z O U to N Z Z w 2 w W 11 2 OU w W o Q vt Z w to Z w 2 v, Z w U o p w "r w Z O In w o Q cC 2 2 O 2 2 O v, w 2 2 0 M = U Q J Y S- U= Q w In w o VV) w o o Q In w o Q Z coH o V O o> Q Q Q> Q Q co z O F N N 0 �M 0 N N O N O N -, N N N O Z) > ¢Q c\-I o 0 0 0 0 0 0 .-I w U In w r, oo on 1i 1i 1i p,LTH 71r I _0 �C�_A ', T'. AMES J ER O 11 � VNAL DATE: 4.15.21 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 L I z Q .I z ^^ (7 r) z t� J J_ z 2i t/'1 W w O J O J Q Z 4- LIJ v O Ce w LU W U J J LU _ O O t-i N (W i PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: 12 -�h PROJECT NUMBER: 19016W4D DATE: 04/15/21 I 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. 12. Keep root balls intact prior to and during planting operations. Plants with broken or damaged root balls shall be rejected and immediate) removed from the site. Kee root balls dam 1 Y P P andprotected from dama a due o sun and wind. Do not shave root balls. nt n 9 13. Plant soil mixture will be used to backfill the planting area. Install plants simultaneously with installation of planting soil mixes. p 9 14. Tree see tree planting detail and notes herein for additional information related to P 9 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 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" 1.29 NOTE: 1. 'DEEPROOT' PROTECTIVE ROOT BARRIER SHALL BE INSTALLED PER MANUFACTURER SPECIFICATION AT EDGE OF PAVEMENT IN ALL AREAS WHERE TREES ARE PLANTED 6' OR LESS FROM EXISTING OR NEW PAVEMENT AND HARDSCAPE. 2. ROOT BARRIER SHALL BE PLACED CONTINUOUS ALONG PAVEMENT AND HARDSCAPE WHERE TREE SPACING IS LESS THAN OR EQUAL TO 20'. 3. WHERE TREE SPACING IS GREATER PLAN THAN 20', ROOT BARRIER CAN BE PLACED IN 20' SEGMENTS AND CENTERED ON THE TREE. HORTICULTURAL SOIL 18" ROOT BARRIER BY'DEEPROOT', UB-18 2, OR APPROVED EQUAL. PROVIDE ONLY WHERE REQUIRED (SEE NOTE) ADJACENT HARDSCAPE/ PAVEMENT y- v v 0 0 cc to 4 [V a EQUAL EQUAL ROOTBALL O ROOTBALL 0 > 6'•0" ROOT BARRIER REQUIRED SECTION TREE PLANTING AT LANDSCAPE TREE PLANTING DETAILS Y4 1. = 1'-0" G m to SOIL PREPARATION - PLANTING BEDS ROOTBALL, REMOVE CONTAINER AND LIGHTLY SCARIFY SOIL TO LOOSEN ANY ROOT BINDING EQUAL SPACING EQUAL SPACING JUTE NETTING REQUIRED PER PLANS PER PLANS WHERE SLOPE >_ 2:1 oP. I- SET SHRUBS PLUMB vg 3 09 1 T(11 �777rr � oa BACKFILL ff VA\\ \ , IIII I�r�r �(,. a j j/�jj �AAr �gCy �. vv SOIL SAUCER, o BUILD UP AS NEEDED FOR LEVEL PLANTING m ¢ j///\�//v//j�'%� ��� \> .v �� I ZONE, GRADUAL SLOPE TRANSITION TO GRADE, COVER WITH 3" MULCH LAYER r, r I x\\ / % / " G �' T 3" MULCH LAYER L I.......IIII-'\\\\\\j/\\\j\\/\/\\/\///\/./i`r �j� �.I I I _I r ���\\i\\//\\//\`//\\ij // •//•% •/ / i \ /\/\/\>/ FINISHED GRADE \ \ : /\%\ 3 COMPACTED BACKFILL LAYER -� ( TO PREVENT SETTLING \ \ \ \ HORTICULTURAL SOIL EQUAL I EQUAL Un�//\//\� \. 1. ROOTBALL ROOTBALL I I I I�Lr�� `/��. _III --��LOOSEN TOP 4 OF FILL OR NATIVE SOIL FILL OR NATIVE SOIL - I SHRUB PLANTING ON A SLOPE SHRUB PLANTING DETAILS 2 2" SQ. x 3' WOOD STAKES, JAL SPACING (SET INSIDE L SAUCER) DTBALL, SIZE VARIES WITH :E CALIPER :E GUYING, BORTIE' BY'DEEPROOV OR APPROVED JAL. SIZE AND STRENGTH TO MATCH :CIFIED TREE. ATTACH PER ,NUFACTURER SPECIFICATIONS L SAUCER, COVER WITH MULCH TREE PLUMB NOTE: 1. 'DEEPROOT' PROTECTIVE ROOT BARRIER SHALL BE INSTALLED PER MANUFACTURER SPECIFICANTION AT EDGE OF PAVEMENT IN ALL AREAS WHERE TREES ARE PLANTED 6' OR LESS FROM EXISTING OR NEW PAVEMENT AND HARDSCAPE. 2. ROOT BARRIER SHALL BE PLACED CONTINOUS ALONG PAVEMENT AND HARDSCAPE WHERE TREE SPACING IS LESS THAN OR EQUAL TO 20'. 3. WHERE TREE SPACING IS GREATER THAN 20', ROOT BARRIER CAN BE PLACED IN 20' SEGMENTS AND CENTERED ON THE TREE. PLAN SET TREE PLUMB i r (3) 2" SQ. x 3' WOOD STAKES, EQUAL SPACING (SET INSIDE SOIL SAUCER) ROOTBALL AND MULCH RING, SIZE VARIES WITH TREE CALIPER ' ' .' I; ' ' .. TREE GUYING,'ARBORTIE' BY - \ D E OT' 0 EPRO RAPPROVEDEQUAL SIZE AND STRENGTH TO MATCH ' ! ` SPECIFIED TREE ATTACH PER MANUFACTURER SPECIFICATIONS to c I o 4" MULCH LAYER OVER REMOVE EXCESS BURLAP WITHOUT EXPOSED PORTION OF ROOTBALL DISTURBING ROOTBALL, EXPOSE A MINIMUM TOP 2" OF ROOTBALL HORTICULTURAL SOIL 4 I v 4 SOIL SAUCER, 6" MAXIMUM 18 ROOT BARRIER BY DEEPROOT, UB-18 2, HEIGHT COVER WITH MULCH OR APPROVED EQUAL. PROVIDE ONLY WHERE REQUIRED (SEE NOTE) 3" MULCH LAYER I ADJACENT HARDSCAPE / PAVEMENT FINISHED GRADE ll, �gll1111 IN111gLuulg1.1 lu)Uugllul1III, IIIJI 11tu.11I uululglllllll�l 1111C� .1ilRm„ L BACKFILL 07r, I, ! X i o / v r / � r I 6 COMPACTED FILL E 0 - :: MPACT FI LAYER T - - - - - 1I -1 :....III I I III II III I I I PREVENT SETTLING I N ( I l l I _I I I_I I I -I I -III -III I I III I II I�1-1�1=1�1-1�I-I�1 1.:77 LOOSEN FILL OR NATIVE SOIL, REMOVE IMPERVIOUS DEBRIS ` EQUAL EQUAL FILL OR NATIVE SOIL ROOTBALL0 ROOTBALL0 > 6-4- ROOT BARRIER REQUIRED SECTION TREE PLANTING AT LAWN N �\/\\/\7 I ,I ........ I II _II IIlIII' ,III 1 :II.I'I:: " : _ I;Ii-. ......... SOIL PREPARATION -TURF GRASS SOIL PREPARATION DETAILS 11 %" = 1'-0 FINISHED GRADE, HOLD DOWN 2" BELOW ADJACENT PAVEMENT SURFACES 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 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 FnR RPACINr; ADJACENT PAVEMENT SEE PLANS REMOVE EXCESS BURLAP WITHOUT DISTURBING ROOTBALL, EXPOSE A MINIMUM TOP 2" OF ROOTBALL TURF GRASS, HOLD BACK 18" AROUND TREE z 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 TURF SOIL PROFILE, SEE STANDARD DETAIL IIIII IIII }'' FINISHED GRADE BACKFILL 7r6" COMPACTED FILL LAYER I - TO PREVENT SETTLING LOOSEN FILL OR NATIVE SOIL I REMOVE IMPERVIOUS DEBRIS FILL OR NATIVE SOIL 3" MULCH LAYER EQUAL SPACING EQUAL SPACING PER PLANS SHRUBS PLUMB REMOVE CONTAINER AND LIGHTLY S.v o SCARIFY SOIL TO LOOSEN ANY ROOT P F BINDING Ag1 a c Ae 0 3" MULCH LAYER FINISHED GRADE BACKFILL Sd / 3" COMPACTED BACKFI LL LAYER TO PREVENT SETTLING r rrr r ran=r - - - err--rr HORTICULTURAL SOIL s 1 ' I LOOSEN TOP 4" OF FILL OR NATIVE SOIL FILL OR NATIVE SOIL SET TREE PLUMB SQ. x 3' WOOD STAKES, EQUAL NG SET INSIDE SOIL SAUCER iAUCER, COVER WITH MULCH BALL, SIZE VARIES WITH TREE CALIPER GUYING, IRTIE' BY'DEEPROOT' OR APPROVED L SIZE AND STRENGTH TO MATCH FIED TREE ATTACH PER JFACTURER SPECIFICATIONS iAUCER, 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 IN - JUTE NETTING REQUIRED / rrrrrr WHERE SLOPE >_ 2:1 �r /< D FINISHED GRADE III. r \ I I I I : � HORTICULTURAL SOIL I I III LOOSEN FILL OR NATIVE SOIL I I _ I I III III III III REMOVE IMPERVIOUS DEBRIS -III; :I SET GROUND COVER IN STAGGERED ROWS AT SPECIFIED SPACING, MULCH ENTIRE BED WITH 3" DEPTH + + + + MULCH MULCH + + -I- + STAGGERED ROWS THROUGHOUTBED SOIL PROFILE PER DETAIL + TYPICAL ON CENTER DIMENSION AS SHOWN Ez 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 %4H = 1'-01I GROUNDCOVER BED AREAS. 2. ROWS SHALL BE STRAIGHT AND PARALLEL. 3. SEE PLANTING SCHEDULE FOR GROUNDCOVER SPACING AND QUANTITIES. SHRUB & GROUNDCOVER SPACING H z w N zN LLI � Ov w N z FN-• Z Z W w W ,,, w Q a cc (n w V1 F w w N Z � o p co z +n w UZ Y 0 a !] 0- w = O vni O z !� 0- O vni Q Fes- J m p o> a a¢>¢ U J CD Z O O O r1 r1 r1 r1 -1 O > I N o OM 0 N 0 QD O 0 al O 0 -i-1 0 N o O r1 LU u Ln � r` 00 0i 11 o -1 � c AMES J TER O, s r" NAL DATE: 4.15.21 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 _a Z r) tY zw I- W J z J UJ W O 0 J L LJ. O tY w O \ U � /LIJ -� W f-- Z W 0U Lii J J 41 W 0 Q _ W O O `14 N V J PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: LANDSCAPE DETAILS SHEET NUMBER: 13 PROJECT NUMBER: 19016W4D DATE: 04/15/21 �1 VAC EQUIPMENT BASIC-2 CarWash Controls W1 Gate & LPR Configuration by G.C. 9 9' 25' 6' 10' 4'-7" , I I 0 VAC EQUIPMENT 30-1 2 Notes: 1)— Face of Sonny's —PS 4" from curb edge. ELEVATION 2)— Face of Gate 18" from r4 curb edge. 20—C 1 3)— RFID should be 12 from curb edge. r� 'II by I d- 6" - AUTO ENTRY AND GATE EXAMPLE W j w u �a oz '40 — 4' 5 4)—Curb should be 8" In height. 5)— Curb should have bollards (04"X36" A.F.F.) at t both ends to protect I hardware. 8)— Sonny's —PS and gate Ishould be no less than 9' I I and should not exceed 10'. j 7)— Lanes between curbs I should be no less than 9' —_4 — (recommended) and should not exceed 12' p., W '0 I 8)— Loops provided by j pE+ y W cad I CarWash Controls j '494 U p j Installation by G.C. ao I W Z �4 ch o b az AUTO ENTRY AND GATE EXAMPLE AUTO ENTRY AND GATE EXAMPLE AUTO ENTRY AND GATE EXAMPLE CANOPY EXAMPLE AND VAC EQUIPMENT r z w O z w vl U N w z Vt z w w v1 w _� V) w 0 p Z Z Z p V) Q w w w p w J¢ 2 2 V1 V1 co d W tr Q Z w OU OU O p O p J b b n-CL p w VI V1 p V) Q co Q E w w Q w rr CL U _ 1Z X W Z p V O o> Q Q Q> Q Q J co O O N N N N z N N \ O w F rl N O M N N lD O O1 O V1 H 00 N 00 O O O O O O O O ri w O H N = U N W 00 0) r1 H H LTH 671f �o c AMES J TERM o 555 74 '1UNAL "-' DATE: 4.15.21 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 Q a z z> ww J J z 5 W r N r- C o L1. O U p w >LU w U z W 0 LU U J J LU _ W O O r-' N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EQUIPMENT SAMPLES SHEET NUMBER: 14 PROJECT NUMBER: 19016W4D DATE: 04/15/21 k,l �A rt Lit t. T fit 9[. w - - .---- .-...F._.._ ...... �. -, _..�...rx.r..._ EQUIPMENT PLAN NOTE: ALL EQUIPMENT LOCATED WITHIN THE BUILDING p Z w OU Z w Z V) z w 2 � 2 p w p Z Z Q z p N 0 a w w U w p w N N m V Z w K w CrQ ° o G o 0 0 0 U J CL . w vNi p Q `° p aa a°ao> a> J C� N O OLL, N N N N N 0 F- N m0 N O O � ONO O � \ \ \ \ \ \ \ \ p O O O O O O O -1 W O I N � U N lD n W Ol r-I HH a-i AMES J/TER2M 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 Q z z> �-- LU w z �N w rrz 0 �. o Q U Q W LU > w -� W z W r) u J J W O _ LUJ O O N V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EQUIPMENT SAMPLES SHEET NUMBER: 14.1 PROJECT NUMBER: 19016W4D DATE: 04/15/21 ARCHITECT OF RECORD: 20'-0" MOUNTING HEIGHT F - - - L - - - GROUNDLUG EXPOSED CONCRETE TROWEL SMOOTH - PROVIDE GROUT AND SLOPE TO DRAIN GALVANIZED RIDGED ELBOW PVC-TO-G RC COUPLING - CONCRETE - BASE LUMINAIRE. SEE FIXTURE SCHEDULE. SQUARE NONTAPERED STEEL SITE LIGHTING POLE. COORDINATE FINISH WITH OWNER AND ARCHITECT PRIOR TO PURCHASE. HANDHOLE. (MINIMUM OF 4" X 6") AT 48" A.F.G. TO CENTERLINE. SITE LIGHTING POLE BASE SCALE: NOT TO SCALE PROVIDE HANDHOLE 11"X18" HANDHOLE AT ALL POLES. COVER SHALL BE HEAVY DUTY, SLIP RESISTANT, BOLT -ON, AND INDICATE "ELECTRIC" ON COVER. SEE SPECIFICATION FOR MODEL NUMBER AND TIER RATING REQUIREMENTS. SPLICES SHALL BE WATER TIGHT. SCHEDULE 40 PVC FROM PREVIOUS POLE TO NEXT POLE 5/8" X 8' COPPER CLAD GROUND ROD NOTE: SUBMIT SIGNED AND SEALED STRUCTURAL CALCULATIONS FOR POLE ASSEMBLY FOR 130MPH WIND ZONE PER ASCE 7-05. SEE SPECIFICATIONS. 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J _30-__`h29. _ .- _:'A 1_ taz _:]a _. _ _ ...._ k31 3 � aa X34 is Xas O.r / +L,�.4 XSb / i ae .n i l., 10 0� ,113 ,0.t ,z0 4n9 ,9.0 .a1 9.4 , , 4'� y ,fA 41s t.e ,3.9 a° .°.s an ,u 4 J iii 1 4 4. / ` e9 la +,2 111 i p f / l X4 a, I �x111 xu x'2 a1 a °.. ,•r_' QI e s4 Q A I WA , - WA / WA , x I - ar ,o 2 +op yo �n ya .._.. .._ zz... - x _...Aa..... ._._1ads 1a o.n 1 Jr I 11 .....,.. __._ _ _ 4 S a' _ _....__.._.. ._ ..._ _ __ _ / I( t 2..J 424;• Oz WA z o4/ o l,aq ,.J ,.9 is '\ \�,u 4a \.\\ .ao ,u.9 ,,a.4 1„:.„,.,„,„,_ j jjj 1 ` ,x22 \., ,!3,it x0 3.2 WA 4a3 ;gad +oe !/! �e 1.° \ ....\� _-\i.ezr x x / I a, s ,1' (�. a at .... .. ..... ._.-" t92 ,02 /. it II v x a �? �, � xz x2 x x �X XI xts xzz xzs z�s xzs r 46........_._ 4 `e 1. i -- ....... -- -' - - .... / . r.- LIGHTING FIXTURE SCHEDULE LAMPS BALLAST/DRIVER MANUFACTURER TOTAL TYPE DESCRIPTION & CATALOG NO. VOLT -AMPS VOLT N0. TYPE NO. TYPE AB - 38W LED - N/A LED GARAGE/CANOPY FIXTURE. FULL -CUTOFF OPTICS, FLAT LENS, AND RECTANGULAR LSI 38 MVOLT LIGHTING DISTRIBUTION. MOUNT TO UNDERSIDE OF CANOPY. CRUS-SC-LED-SLW-30-UE-BZ OA - 131 W LED - N/A LED AREA LIGHT WITH TYPE 3 DISTRIBUTION. FULL CUTOFF. MOUNT 20'-0" ABOVE GRADE LUMARK 131 MVOLT (16,832 LM) ON SQUARE STEEL POLE. PRV-C40-D-UNV-T3-SA-BZ-7030 OB - (2) 131 W LE - N/A DOUBLE HEAD LED AREA LIGHT WITH TYPE 3 DISTRIBUTION. FULL CUTOFF. MOUNT 20.4. LUMARK 262 MVOLT (16,832 LM) ABOVE GRADE ON SQUARE STEEL POLE. PRV-C40-D-UNV-T3-SA-BZ-7030 OC - 131W LED - N/A LED AREA LIGHT WITH TYPE 3 DISTRIBUTION AND HOUSE SIDE SHIELD. FULL CUTOFF. LUMARK 131 MVOLT (16,832 LM) MOUNT 20'-0" ABOVE GRADE ON SQUARE STEEL POLE. PRV-C40-D-UNV-T3-SA-BZ-HSS-7030 WA - 12W LED - N/A LED FULL -CUTOFF WALL PACK. MOUNT AT 8'-0" ABOVE FINISHED GRADE (OR OTHER AS COOPER 12 MVOLT ARRAY DIRECTED BY ARCHITECT). XTOR1B-Y-BZ (3000K) NOTE: ALL FIXTURES LISTED TO HAVE BRONZE FINISH PER LOCAL JURISDICTION. ALL FIXTURES LISTED TO BE 3000K PER LOCAL JURISDICTION. ELECTRICAL - PHOTOMETRICS PLAN SCALE: 1/16" = V-011 , 4v.o +ao +ao ,av 4ao 40.0 o.a +0.o v.o 4ao ;o.v +ov ,no ,vv ,v.o +av 4ao ;o9 PHOTOMETRIC STATISTICS AREA AVERAGE MAXIMUM MINIMUM MAXIMUM/MINIMUM AVERAGE/MINIMUM PARKING LOT 4.2 19.0 0.7 27.1:1 6.0:1 LIGHT SPILL WOODBROOK DRIVE 0.1 0.4 0.0 N/A N/A PROPERTY LINE 1.2 5.0 0.0 N/A N/A AVANT OS Engineering, LLC THOMAS E. MORGAN, JR. ARCHITECT 423 FISCHER TRAIL ELLIJAY, GEORGIA 30540 mmm DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P. 770-917-9172 F. 770-917-9470 www.mrpdesign.com 155UE5/REVI5ION5 DATE DESCRIPTION 08. 15.201 COLORED ELEMION5 5U13MITTAL DRAWN BY: MTC CHK'D BY: 5WL PROJECT TITLE: SHEET TITLE: ELECTRICAL PHOTOMETRICS PLAN PROJECT NO: 19066 El OOB to-N 5064 Roswell Road, Suite D-301 Sandy Springs GA 30342 770.319.7400 Project 20147 ©2020 TiFiCATF, OF AUTHORi7,ATiON 4006912 ARCHITECT OF RECORD: Catalog J: _ Prepared By: Date: Scottsdale" Legacy (CRUS) LED Canopy Luminaire om-4L �OeS I •�'� lP66 itaitWus',i LISTER -•r72•- Project: Type: • Lumen Package I 5..000 - 22,000 ....... ..................... i..................................... I. ..... Wattage Range 38-152 QUICK LINKS I..... Efficacy Range (LPW ) 114 -156 1 ..._ ...... _.._ _ .�. 1 _ 10.4 I z3 � Weight bs k < ) 9 ( g> 1 c 61r ortnance del " P Or r 1 Guide I f J s 1 ltnenslGn ''. I R S RI ate e r cs 1 m t 'I FEATURES & SPECIFICATIONS Construction Category C Low operation (per ANSI/IEEE penetration consists of a 4" hole, C62.41.2) is standard, simplifying installation and water sealing. • Features °ultra -slim 11/16" profile die-cast t is designed quickly retrofit into dousing, with flat clear tempered glass lens. Driver components are fully encased in existing Scottsdale (4") h one as well as existing Unit is water-resistant, sealed and IP66 potting for moisture resistance. Complies openings for Encore and Encore Top Access s fEncore rated, Integral designed heat sink does not with IEC and FCC standards. 0-10 V and to reconnect wring for the S trap dirt and grime, ensuring cool running dimming supplied standard with all drive without having to relocate the conduit. performance over the life of the fixture, currents. • Standard color is white and is finished • Die-cast aluminum, wet location rated • Retro panels are available for ex[ Encores as well as kits for recesseedd and 2x2 with LSI's DuraGrip°polyester powder coat driver/electrical enclosure is elevated installations (see separate spec sheets). process. DuraGrip withstands extreme above canopy deck to prevent water entry, Support brackets are provided standard, to weather changes without cracking or provide easy "knock -out" connection of prevent sagging of deck. peeling. primary wiring and acts as the primary heatsink ensuring cool operation of internal Warranty + Luminaire assembly incorporates a pressure stabilizing vent breather to prevent seal components for longer life. Seals to optical a LSI LED fixtures carry a 5-year warranty fatigue and failure. housing via one-piece molded silicone (contact your LSI representative for gasket. extended warranty options.) Optical System • Universal voltage power supply, 120-277 Listings • Features an array of select, mid -power, high VAC, 50/60 HZ and 347-480 VAC, 50/60 brightness, high efficiency LED; 3000K, HZ input. UL and ETL listed to UL 1598, UL 8750 4000K, 5000K color temperature, 80 CRI -40°C to 55°C (-40°F to 131°F) ambient and other U.S. and International safety standards. Suitable for wet locations. (nominal). operating temperature. (Varies based on • Choice of Symmetric or Asymmetric lumen package and mounting style see DesignLights Consortium" (DLC) qualified distribution. Asymmetric provides a wider performance data for specifics.) product. Not all versions of this product distribution pattern. •Minimum 60,000 to 100,000 hours may be DLC qualified, Please check the DLC Qualified Products list at + Six Lumen Packages: 5,000, 9,000,10,000, depending upon the ambient temperature h versions are erg/OPL to confirm which 13,000, 18,000 and 22,000 Lumens. of tile installation location (see qualified. performance data for specifics.) Electrical •Meets Buy American Act reciuirements. • High performance factor programmable g p Y J Hazardous Location IDA compliant with 3000K or louver color driver features over -voltage, under • Designed for lighter than air fuel temperature. voltage, short-circuit and over temperature applications. Product is suitable for Class 1 protection with integral 6kV surge Divisions 2 only when properly installed per protection that meets IEEE C62.41.2 and LSI installation instructions, See Isicorp.com ANSI C82.77-5 Location Category C Low for specific guidance. Not available on SLW. standards. Custom lumen and wattage Installation packages available. •One person installation. • Additional field replaceable lokV surge protection device that meets a minimum + Installs in a 12" or 16" deck pan. Deck LSI Industries inc.10000 Alliance Rd. Cincinnati, OH 45242 • www.lsicorp.cQm 1 (513) 372-3200 • (D2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Type: Scottsdale' Legacy LED Canopy Luminaire (CRUS) • 1 Sack ulck Link. t� ORD ERING GUIDE f � s ...................................... .................... ..................... -.... ......... .................................................................... ....... ............................................................................................................ ........................................................................ ......................................................................................................... _...................................................... YPICAL ORDER EXAMPLE: CRUD SC LED SS 50 UE WHT Prefix Distribution LlehiSource Drive Current Color Temp inputvoitage Finish Options CRUS - LED Carlopy SC - Symmetric LED SLW - Super Low Watt 50 - 5,000K UE - Universal WHT - White HLt - ( u l Luminaire ACT - Asymmetric VLW - Very LOW Watt 40-4,Oo0K Voltage (26 D Z - Bronze LW - Low Watt 30.3,000K ID K- Black SS - Super Saver HV - tit HO - High Output 347 - 480V VHO -Very High Output Custom Lumen Packages° FOOTNOTES: 1. AC distribution utilizes a reflector which alters the look from a standard SC distribution, 3. Custom Ionian and wattage packages available consult factory, values are within industry standard Later- 2, Not available on SUM ancea but not DLC listed. are field installed) Ordering Information Accessory y (Accessories r -� V- � Order Number Order Member er Description tab Description p p Ralrofit Panels - EC/ ECTA/ SCF to CRUS. for 16" Oeck Panel 525946 Retrofit RIG Cover Panel Blank (no holes) 354702 Retrofit Panels - ECTA/ SCF to CRUS, for 12' Deck Panel 530261 Kit - Role Plugs and Silicone, (enough for 25 retrofits)' 1120540 Rauofit2x2Cover Panel Blank (no holes) _ 357282 I - "h plugs and 1 tuba of RP/ PERFORMANCE 1-Consistsaf(25)7!B"holepugs,(IDO)uli6 clap 9sa O IS tnQuick Links 'LEDs are frequency updated therefore values are nominal. ELECTRICAL DATA� '(AMPS) Lumen i Wallaga : 1201f '• _ 240V 2�7V 34jV` 480V '.. a ,208V VHO 152 127 073 064 055 0.44 032 HO L, -- 124-L03 `06 0. 036: Q2¢ SS 92 077 044 0.38 033 027 019 g- a 15 VLW 1 60 0.5 1 0.29 0.25 0.22 0.17 0.13 j„ - a8 •Electrical data at 25C (77F). Actual wattage may differ by +/-10%. `''gmblegt TQmp C • Initial 15k fir a 50k Nf a r,"; 75K it, C 102 • 97 92% 88% OVA OPERATING TEMPERATURE0 0 aU� 97A 92'e ..: IC 'iLUME PACKAGE 1- M UNIIIiQ = • " Mr3, a-; . 20 C 102 97% 92%aall, 84% VHMafaPVood Canopy -05C ....( @"= _� - - SS ' 92 825v HO MetabWoodCanopy 450 300 102 07 92' 1 88r tit; PY _ 3_S_ __..............P,fatalrWoodCano_.-,,...,_._...__66C................ _ m - fez,,Y •95 500 o 91% 86°b 82% times FOOTNOTES: time durations that are within sax (GX) the IESNA LM-80-05 total test duration (in hours) for the 1- Lumen maintenance values at 25'C are calculated per TM•21 based on LM-80 data and in -situ device under testing (DUT) Le, the packaged LED), luminaire testing. 3 - In accordance with IESNA TM-21-11, calculated Values represent time durations that exceed six times 2 - In accordance with IESNA TM-21-11. Projected Values represent interpolated value based on NA LM-80-06 total test duration (in hours) for the device under testing (Our) i.e. the packaged LED). patio 1l4 Re'v.t0/19/20 LSI Industries Inc.10000 Alliance Rd. Cincinnati, Oil 45242 • www.isicorp.coni . _y v C` r notice. C Rights � without . ti _,''f' •� �il n - t0 change v7 U,au. I o Ce - Industries Inc. All f7. t.ts Reserved. S -u teats s subject "7 . _0_0 L,,i 11du5 LS 51:3 5 2 zoo ) u i � ao 0 TYPE AB - CANOPY LIGHTS er due't Cartificatitlirta y uruun' ctwssn COOPER Pa5000OTEN pagal Lighting Solutions P,.a:c4l 1, 2(Y).0 310 PIA Ordering Information��..._ SAMPLE NUMBER: PRV-XL-C75-D-UNV-T4-SA-BZ page 2/4 Ner. 10 1Ei 20 l 1 SPEC.1020.A,0420 PRY Preyal)i C15-((1 LED) 7,100 Nominal Lumens gibitrapfitg(Oibvj, UNY•Umvei5al(120277V)' T2 Type 11, SA S4iflb dVersaule Arm AP -Grey , C2$ (2LEDs 13,19014aminal Lumen; 347=347V T3-Typ llll,, MA=Mast Aim BZ Dr4nz01 C40((2LEp{ t],IODNo�ninalLw}Ielisy 480=480Vx T4-TypeIV WM=WaIIMount Alin OK -Black C60 (2 LEDs 20,p00 Nominal Lumens T5=lypev DP=Dark Platinum GM -Graphite Metallic PRY-XL-Pravail XL C75=(4 LED) 26,100 Nominal Lumens VvWWhile C10o= 4 LED 31,000 Nominal Lumens C125= 4 LED 36,000 Nominal Lumens C15o= 6 LEO 41,100 Nominal Lumens 0175= 6 LED 43,600 Nominal Lumens s. 7030z70 CRI / 3000K CCT 1 PRVWM.XX=Wall Mutant Kil a 70504O CRI / 5600K CCT 1 PRVNIA-XX=Mast Arm Mounting Kit' HSs=Huuse Side Sheld a PRVSA-XX=Standard Arm Mounting Kit 1.90=0ptics Rotated 90• Left PRVXLSA-XX=Standard Arm Mounting Kit ((or Prevail XL)'s R904ptics Rotated 90' Right PRVXLWM-XX=Wa11 Mount Kit (for Prevail XL) " lA=50T R %LN1A•%L=ldasl Arm Mountie Kit (or Prevail XL u P V 9 l ) bientTmperSurgeProtectiveDevice tiA=SQ'C Hlgh Ambient Temperature ° High MA1070-XX=Single Tenon Adapter for 3-1/2' O.D. lemon PER=NEMA SPIN Twistlock Phutacontrol Receptacle MA1 Ot 14)(4@180' Tenon Adapter for 3.1/2' O.D. Tenon PER7=NEMATPIN Twistlock PhotoloMrol Receptacle MA1017-%X=Single Tenon Adapter for 2-3)V O.D. Tenon MSPIDIM-1-12=Integrated Sensor for Dimming Operation, 8' -1Y Mounting Height' MA1o18-X%=2@180° Tenon Adapter for 2-3/8" O.D. Tenon MSPIDIM-L304nlegraled Sensor for chinning Operation, 12' - 30' Mounting Height '•' HSNERD=House Side Shield An MSP-L72=Integrated Sensor ON/OFF Operation, It'- 12' Mounting Height '•' VGS-Fie-Vertical Glare Shield, FronVBack'a MSP•L30=Integrated Sensor DN/OFF Dimming Operation, l2'- 30g Y05-SIDE=Ve " aI Glare Shield, Side" MSIOIM-1.20=Motion Sensor for Dimming Operation, 9' - 20' Mounting Height °�' 0AIRA1013-Photocontfol Shorting Cap MSIDIM-1.40WAlotien Sensor for Dimming Operation, 21' - 40' Mounting Height °• 10 0AIRAf OWNEMA Photocontro) -120V MS-L20-Mafon Sensor for OPUOFF Operation, 9' - 20' Mounting Height 1,11 OAMA101641EMA Photucontra) - Multi-fap 105.285V MS-L40W=MaRua Sensor for ON/OFF Openuion, 21' - 40' Mounting Height °l10 OAIRA12Ot=1IEMA Photocantlol - 347V ZW=Wavehnx enabled 4PIN Twistlock Receptacle a,1,n OAIRAt027=NEMA Photocamfol - 480V 9 9 It 1 la - , A ZW-SWP04XX-Waveiinx Wireless Sensor, Height• - ra dye Sensor Programming Remote ISHH-OI-Into lE n P 9 9 9 ZW-SWPDSXX=Waveiinx Wheless Sensor, 15' - 40' Mounting Height'. "• o. is FSm-100=1'hfelass Configuration Tool for Occupancy Sensor 10 en lWR- LW=LumaWattPw'Wlreless Sensor, Wide Lens for 8'-i6'Moundng Height, ' I r '-i ' cumin Height an rl SWPD4-%%=Waveiinx YNfe ass Sensor. 5M g g LWR-LN=LumaWatt Pro Wireless Sensor, Narrow Lens for l6'- 40'Mounting Height 1.14 SWP05-X%=V7aveLinx Wireless Sensor,IY- 40' Mounting Helyht "•O•a' (See Table Below)=LumenSafe Integrated Herwork Secufiiy Camera 1l•te WOLC IM-IQMWaveLin%Outikei Control Module (7-PIN) a' NOTES: 1, OesigntlZhts coason u e Qual1al. Rare to wnw.designilghts.wg Qaali6ed PfaEucls List uadef Farmly Models fordowls. 2. Customeris lespolMble lot empreering analysls InceafarPcln and6xtwecompani i)ty Inr appLe4Ucns. Refer to Ina14IIAlon inz0-DO'ls and pcte chilepapas Y0513001131 for aldaiOnal support infnrmatal. 3. standard 4000KCCT and 7001. 4.ONy for - with 480'1 Win splails. Per NEC, pot rm use with ungrounded systems, hnpedance grounded systems or caner grounded systems (commonly Inoxvn as Three Pbase Mae'lnn Delta, TN. Phase IDgh Leg Delta and Thfee Phase Comer Grounded Delta sysle s). 5. Usa dadianled IES ties on plodact website foraca-standard CCIS. 6, Option well come factor) Installed. House side shield not sutnhle Ailh l5 cisn.bmion of c601umnn package. 7. Nct avallaLie with C60 Win. package. d. DAIy arailaLle In PRV ccn5galhons U15, C25, C40 or C60. 9, Combats gslem Is nut A'A'Abla.4h pilotaconlrc) receptacle (PER or PER7) orolhar conlrc!s systems (AU"", LISP, ZW or L17R). 10. utilizesthe watntoppel seasorF6P 211. it. Senior passivainfrared (PIN) may LaovalysensNvewhen ollvalingbelle 20'C(a'F), 12. Anna, (or the device to an field cen6gmLle, lagOts WAC Garewayaemponznts WAPPoE anJ tYPOC•1201n appwpdala quandtlzP.Onlycanpahbla wish VtaxeLLfx system and salbran and laqubes sYaleln acmponann to ba Instiled for Operation. Sea'nebvte formofe woelinx appiiaaticn Nfonnation. 13. Replace xx With Sensor color (Wit, 02, or 0K). 14. LuraaWaft Plo WINI sWISOls All factory installed and Iequirenelwwkcmnpanenls LWP EMd, LVlP GW1, and L1'7P PuE9 in appropriate quantlues. sea we6site!or LumalYalt Pso aVPlication infpnnalian. 15, Only available in PRV41. conl gaah.ns C15, C 100, a 125. CI50, Of MS. 16. Nct availahl" Mill 341V, 400V.O[ HA Oplerl. Conzuit LmnenSafe syuam product payer fin additional details and compata5ilily inimmation. 1t. Replace%%+itb painlcdor. 19. tdust orde(wne peropliuflEO wtzn ordaliny asp Geldiavalbala accasswy(1, 2,4, or 6). 19. This tool enables adiwiatct to 1mgraled Sensor (MSP) parameters induding high and few rnuda9, sendarity, time delay. culolf and more. Consult your I!ghUng representatlre at Eaton for mine Information. 20. 1N$ tool enables ad1A,ani nt to motion Samoa((MS)parameters induding high and TOwmodes, sansdivily, time delay, cutoff and more. Consult yaw holing reprasenutive at Eaton for more InrofmahM 21. Requires Wavellns-enabled01111.isduckncapmcfn(ZVI) Option. 21 Requires I -FIN NEMA VAWIo.k phatoccnud nczptade(PE17)option. The 0IC-7 cant beused in ecnI,Axion with other cenuds systema(Ids, MSP, Z'W ar LY+R). _ ............... ...._.___. ......._. ......... ____ ....... ....... _._..... .._.... .._..._. ____ _._........ ..__, LumenSfife Integrated Network Security Camera Technology Options (Add as Suffix) I L=LumeaSafeTechnology D-Domecamera C=CEdular,Customer Installed SIM Can] E-Ethernet Networking . rat A=Cellular, Factory Installed AT&T SIM Card 77 Y=Cellula, Factory Installed Verizon SIM Card a;•.;a:«:wu S-Cellula, Factory Installed Sprint SIM Card Stoop Ordierlrlg information PRVS-Ptevail C15=(1 LED) 7,100 Nominal Lumens UNV=Oniversal(120.277V) T3=Type nil MSPIDIM-L30=Integrated Sensor (of Dimming Operation, Maximum 30'Mounting Heigina C25=(2 LEDs) 13,100 Nominal Lumens 347=347V a T4=rype IV C40=((2LEDs)) 17,100 Nomina€ lumens C60= 2 LEDs 20,000 Morainal Lumens PRVS-XL=Prevail XL C75=(4 LED) 26,100 Nominal Lumens C100= 1 LED 31,000 Nominal Lumens C 115= 4 LED 36Into Nominal Lumens CIO=6LE0 41,10ONaminal Lumens C 175= 6 LED 43.600 Nominal Lumens NOTES: 1. All stock conOgmalicas m a standard 4000Kf 10CR, 6nnra 6n!sh, and iocludntha standard vaisitila maunilog Ann. 2. Onfy available in PAYS connymations CIS, C25, C40 tar C60. °- COOPER Pu500001EN pEvau2 ��� Lighting Solutions :. Maid: 4,20203,1011M LIO�TIPf i�, TYPE CIA, OB, OC - SITE LIGHTING Lumark DESCRIPTION The patented Lumork Crosstour, LED Wall Pack Series of luminaries provides an architecture[ style with super bright, energy efficient LEDs. The low -profile, rugged die-cast aluminum construction, universal back box, stainless steel hardware along with a sealed and gasketed optical compartment make the Crosstour impervious to contaminants. The Crosstour wall luminajre is )deal for wall/surface, inverted mount for a' ` far,adelcanopy illumination, postibollard, site lighting, floodlight and low level pathway illumination including stairs. Typical applications include building entrances, multi -use facilities, apartment buildings, institutions, schools, stairways and loading docks test. SPECIFICATION FEATURES ............. ........._._..----.___ ------......................... _... ............... _.................... _... _..__....... _.-_..... -_----'----.............................................. .................. _._ Construction Optical electrical wiring compartment. Slim, low -profile LED design Silicone sealed optical LED Integral LED electronic driver with rugged one-piece, dia-cast chamber incorporates a custom incorporates surge protection. 120- aluminum hinged removable door engineered mirrored anodized 277V 60/6OHz or 347V 6011z models. ' and back box. Matching housing reflector providing high -efficiency styles Incorporate both a small illumination. Optical assembly Finish Y P and medium design. The small includes impact -resistant Crosstour is protected with a housing is available in 12W, 18W tempered glass and meets IESNA Super durable TGIC carbon summit whitepolyester for full cutoff bronze or sir odium housing requirements and 26W. Them•• fl durable " powder coat pint. Super a � compliance, Available in seven 's available in the 38W model. coin P I p P P r ' • t paint finishes 5s • 0 OK 4000Kand TGIC powder coo Patented secure lock hinge feature lumen packages, 5 0 p p allows for safe and easy tool -less 3000K CCT. withstand extreme climate electrical connections with the conditions while providing optimal supplied push -in connectors. Back Electrical color and gloss retention of the box includes three half -inch, NPT LED driver is mounted to the Installed life. XTO R threaded conduit entry points. The die-cast housing for optimal heat CROSSTOU R LED universal back box supports both sinking. LED thermal management Warranty the small and medium forms and system Incorporates both Five-year warranty. mounts to standard 3-112" to 4" conduction and natural convection round and octagonal, 4" square, to transfer heat rapidly away from single gang and masonry junction the LED source. 12W, 18W, 26W APPLICATIONS: boxes. Key hole gasket allows and 38W series operate in AO°C to WALL / SURFACE for adaptation to junction box or 401C [-40°F to 104°Fl. High ambient POST/ BOLLARD wall. External fin design extracts 50°C models available. Crosstour LOW LEVEL heat from the fixture surface. One- luminaires maintain greater than FLOODLIGHT piece silicone gasket seats door 89% of initial light output after INVERTED and back box. Minimum 6" wide 72,000 hours of operation. Three SITE LIGHTING pale for site lighting application, half -inch NPT threaded conduit Not recommended for car wash entry points allow for thru-branch applications. wiring. Back box is an authorized DIMENSIONS ESCUTCHEON PLATES 12W, iSVV, 26W " H71mm) 3BW 8" 1203mm1 ...- .... _.......... 10, 1254mn I O _ CERTIFICATION DATA i'I'I 1 1 I I I UUcUL Wet Lunation Listed 1 .i is j (----17•V2"(4t5mm1- � LM79/LM8OComplfant a .......... _........ _.._................................ ROHS Compliant ADACompliant NOM Compliant Modals L-12W, tow, 26W--- L12W, IBW,26W IF66 ingrussed Protection Rated 5.374. 114Gmm] 3-5r8" 192mml Title 24 Compliant 38W saw DoshpiLights Consortium" Qualified- 6.5r8" Ileemml 4" (102mm1 TECHNICAL DATA y7.1yy 40'C Maximum Anlbiont Tomperaturo [445mm) External Supply Wiring SWC Minimum EPA Effective Projected Area (Sit. FO: XTOR78, XT00213, XTOR313=0.34 X10348=0.45 e d SNIPPING DATA: [-- 10" [254mm) --j Approximate Net Weight: 3.7-5.25 Its. (1.7-2A kgsd l ' T0514013EN swmv.desi nli hts.or 7xrrs,sd8s.:.es, „s'Yis Yr U U U 2017-07-2512:21:59 Niounting Details Pole Mount Arm (PRV) ..... ........ \1 6-15/16" [724 [177mrn) 4" [102!' I 9n 6" [75mm) 4.15/16" [13-3/4-] (125mmi 96mm1 Dla-Hale Wall Mount (PRV) Pale Mount Arm (PRV-XL) Wall Mount (PRV-XL) 4 8" 7.1/8" B" 7" 1203,11,111 (i6Lnnyj 1203nnn1 [178nun] O-O " 7/16" O_ [12mml 13132, 1135-1l80mm) Did, Hole 3" 5" _ 7)Imml 2-313" 6' (76mm1 [127nnn) of a. Hole 160mmi (152nam1 8" 1152mm1 Mast Arm Mount (PRV) Mast Arm Mount PRV-XL ( - 2" D (- _\ -7 164mm1 t• t76mml letmml. �k' O.D. L_ O.D. OD. ( ! J L6" L 3.1l4" J 7.13/32"� 4-1l8" (153mm1 183mm�j [188mm1 [104mm Mounting Configurations and EPAs NOTE: Fos 2Pay',meunced a190%requites minimum a'square at 4'louod pole far fixture clearance. For 2 PR'6XL's mounted at 901,ngAIa minimum 4' syuale et round pore fur rixture desrunca. Customer Is leapon"Ible for enylneering analysis to contact pole and HAISIe compatibility (of applications. Wall Mount Arm Mount Single Arm Mount 2 @ 180' Arm Mount 90' Arm Mount 3 @ 9o• Arm Mount li [a190' EPA 0.92 (PRV) EPA 1.35 (PRV) EPA 1.42 (PRV) EPA 1.63 (PRV) EPA 1.63 (PRV) EPA 1.12(PRV-XL) EPA 2,25 (PRV-XL) EPA 2.13(PRV-XL) EPA2.52 PRV•XL) EPA 2.52(PRV-XL) C A A - Optical Configurations XTOR CROSSTOUR LED POWER AND LUMENS BY FIXTURE MODEL tom*. LED information XFORta XTORia-W TORIU-Y XTOR213 XTOR213•w XTOR28-Y XTOR30 XTOR313-W XTOR30-Y XTOR48 XTOR48-W XT094B•Y Delivered Lumens 1,418 1,398 1,327 2,135 2,103 1.997 2,751 2,710 2.575 4,269 4,205 3,935 (Wall Mount) Delivered Lumens (With Flood 1,005 ego 940 1,495 1,472 1,399 21099 2.068 1,965 31168 31121 2.965 Accessory Kit)' B.U.G. Hating at-UO-GO 51-UU-GO Ell -LID -GO 81-UO GO al-VO-GO al-t1U.Go 81-UG-GO B1-UO-GO 81.UO-GO 82-1.1"0 62-UU-GO B2-UO.GO CCT (Kelvin) 5,000 4,000 3.000 6,000 �4,000 3,000 5'000 r1,000 3,000 5,000 4.000 1 3,000 Cut (Color 70 10 10 '10 70 70 10 70 70 70 '70 70 Rendering Index) Power Consumption 12W 12W 12W taw 18W law 26W 26W 26W 38'W 3aw 38W twatts) NOTES:t lndua-litol6 m•d Slam. 2 oa.e. nannad°ee ­tapplxtaadannurg. LUMEN MAINTENANCE Ambient Tnu`ratUrO ln P TM-21 Lumen Matntanance (72,000 Hours Th r Ocal 170 Theoretical NUUI'a t I XTORIB Model 25'C > 90% 255,000 40°C > 89% 234,000 501C > 88% 215,000 XTOR28 Model 09% 240,000 ao°c > 88°6 212,000 _ 50'C > 87% 130,000 XTOH3a Model 89% 2110,000 40°C > 88% 212,000 50'C > 87% 196,000 XTOH48 Model 25°C > Be% 222,000 40'C- > 87% 158,000 501C > 8796 184,000 CURRENT DRAW Model Series Voltage XTOR18 XTOR28 XTOR38 XTOR48 12OV 0.103A 0. 15A 0.22A 0.34A 20SV 0.060A 0.09A 0.13A 0.1IA 240V 0.063A 0.08A OAIA 0.17A 277V 0048A O.OTA o,10A 0.15A 347V 0.033A 0.06A 0.082A 0.12A -- 1 3 `ram: - 4�:.1. i e 3 Be 7°0 10 20 30 40 50 60 70 80 00 100 Hours('Thouaands) sale -- 40°c --- 25"0 - Eaton 1121 i i h,,Ay 7s r T 9.111'f C sal° ib;;a'ors era inad:ra CUt 1 Y p r•. 11a4•S° ticn t6 o da' 1 : ir Poss[S•.g L'i:,ir:as9 P:Wlc^.etfs rn.,..au,un ccmia. tang Jun;,a wloar.mma TYPE WA - WALL SCONCE LIGHTING - BUILDING Versatile Mount System PRV-CIS PRV-C25lC40/C60 (1,100 Nominal Lumens) (13,100117,100120,000 PRV-XL-C75/C100/C725 PRV-XL-C75O/C175 (26,100/31,000136,300 Nominal Lumens) (41,100148,GOU Nominal Lumens) Nominal Lumens) c SO 0 IB 1B 1B 0 (B 0 0 Product Specifications Construction • Class 1 electronic drivers have expected life of • Single -piece die-cast aluminum housing 100,000 hours with <t% failure rate • Tethered die-cast aluminum door • G-10V dimming driver Is standard with leads external to the fixture Optics • Dark Sky Approved (3000K CC r and wanner only) Mounting • Precision molded polycarbonate optics • Versatile, patented, standard mount arm accommodates multiple drill patterns ranging from Electrical 1-1/2' to 4-7/8' • -40'C minimum operating temperature • A knack -out on the standard mounting arm enables • 40'C maximum operating temperature round pole mounting • Prevail: 30 vibration rated • >.9 power factor • <20% total harmonic distortion • Pfevail XL Mast Alm: 30 vibration rated • Prevail XL Standard Arm:1.5G vibration rated COOPER Lighting Solutions Finish • Five -stage super TGIC polyester powder coat paint, 2,5 mil nominal thickness Shipping Data • Prevail: 20lbs. (9.09 kgs.) • Prevail XL: 45lbs. (20.41 kgs.) PSS00001EN pagu3 tdt?Itir 4, 7(Ytl t 3) raM TD5D1013EN 2017, 01-25 12:21:50 THOMAS E. MORGAN, JR. ARCHITECT 423 FISCHER TRAIL ELLIJAY, GEORGIA 30540 DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P. 770-917-9172 F. 770-917-9470 www.mrpdesign.com ISSUES/REVISIONS DATE DE5CF?JPTI0N 05. 16.20 COLORED ELEVATIONS SUBMITTAL 1 I .20.20 AR6 COMMENT5 AR6-2020-35 1 2. 1 1.20 ARB COMMENT5 ARB-2020-35 DRAWN BY: CHKID BY: PROJECT TITLE: 2 Q LIJ � J Q J U U) U) W w i-- 0�O d J W Q �U SHEET TITLE: EXTERIOR LIGHTING CUT SHEETS PROJECT NO: 19066 I pn