Loading...
HomeMy WebLinkAboutSDP202000021 Plan - Other (not approved) 2022-03-22CONSTRUCTION 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. B. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AROUND THE WORKAND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION. 9. ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNERTO THE ENTIRE SATISFACTION OF THE OWNER, AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 10. THE CONTRACTOR SHALL PROVIDE SHEETING AND SHORING FOR ALLTRENCH 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 15 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. 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. SIGNATURE PANEL: DATE: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION SITE DEVELOPMENT PLANS FOR W4 DEVELOP CAR WASH MENT SITE PLAN NUMBER: SDP202000021 11041:1,1■ W4 DEVELOPMENT PROJECT LOCATION 2100 RIO HILL CENTER CHAR LOTTESVILLE, ALBEMARLE COUNTY VI RG I N IA 22901 TAX MAP AND PARCEL NUMBER: 04500-00-00-093CO FIELD CHANGE TO APPROVED SITE PLANS: 1. RECONFIGURE EXIT LANE AT TUNNEL ENTRANCE 2. WIDEN VAC SPACES TO 13' AND 15' 3. ADD ENCLOSED VAC PRODUCER BUILDING 4. ADJUST LOCATION OF CANOPY COLUMNS AT VAC SPACES INITIAL SITE PLAN NUMBER: SDP201900052 VSMP PLAN # WP0201900067 RIO MAGISTERIAL DISTRICT APRI L 15, 2021 b "M1 CJ6' \ V/ 4 M BBC, /Rl9\,84.1 J 656100-0� �'iibro%uk= / �y u_ t ' dy-y 5p d5.66A 6 a"Pa5 'zE ,s„ a''^.•��tl ?� am"amp` e a q v�-9w�" BB�rr � e a0o a,0o`m(�a >o-x9nfie a ,p` asR,.m.BA-4 �^ s•RIRM ss.t[s""..Nab .S.uA f: 9�a�o,au R C � • B'Bp'B T�qf_ a5-x, � S � v on u5�Yne a, u'e' a r (, •bry�i _ 'VV8BQbaok ucT-'ox V Ls a er/Jl+ 4 a • 0e G My a.Or.-_J a t3kC �C •^i ,Jtl fA !•� �\a6 t � G �46�ry 'y 4n Bsi a IS C.Ot..6 y ,' nLk ai d55 6i- zo ° 6 &e ' ICAR yt . P"'Nlll �l l� 11 -1x4E5 PROJECT NOTES: DEVELOPER: W4 Development 2500 Daniell's Bridge Road Building 200, Suite 3A Athens, Georgia 30606 Contact: Greg DeBacker Tel. (706) 548-1151 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 PHASE 2 EROSION CONTROL PLAN 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 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 14 3/16/22 FIELD CHANGE r(a Carter Engineering Consultants, Inc. 3651 Mars Hill Road Suite 2000 Watkinsville, GA 30677 P:770-725-1200 F: 770-725-1204 www.carterengineering.net �PLTH OF CZ MES J TERM 0, �IONAL DATE:4.15.21 24-HOUR CONTACT: Greg DeBacker (706) 548-1151 Project Tract = 1.05 acres Disturbed area = 0.99 acres Total Impervious Area = 0.66 acres Project Site Location: Lat 38.087836' Long-78.471183' 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. S. 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. S. PAVEMENT REMOVAL A. WHERE EXISTING PAVEMENT 15 TO BE REMOVED,SAW-CUTTHE 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. 11AT 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 EASEMENT TO PREVENT DAMAGE TO THE WATER MAIN. I I I ' I S n I II EX MANAGED SLOPE AREA. II I N � ' I N ' Z ,----- Z N Im I ����_ -49 -- /w0 / '�-----494-- - - - - - - - - - - - - - ----- I l\ \ I \ Icy W ¢ TOP 1� 6P N -- - ---------PI0-4-ILL ANT I ---\-- ----cc ------z I� - C{� / ,� 2IG(N EASEMEN \� \ X m \�\ / DB 985/717 A�D / 1 DB 985 2 I PK NAIL`\Pj D ; I\ I \\\ \ 1 \ll lI I 9S \II 1� 111 11� 111 1� � 1� 111 � II E��' LIp I m 1 co I C' u' rn 1 II P "T6'�I PI I SCT RIO HILL, LLC, 141 I I I 1 1 I II� 11 1 III II /\ I I 1 1 1 1 1 1 1( I C/O ROSENTHAL PROPERTIESI 11 1 1 1 1 11 I 1 I \I I I TM# 04500-00-00-094AO II I I II I I I 11 I 1I I II I II \ DB 4134, PG 199 1 I 1 I 11 11 1 1 1 I I °j \ -I- ZONING: PD-SC I I 11 I I I I 1 1 1 'N11'- PRESENT USE: SHOPPING CEN�T�R I 11 II 11 II II 11 11 I \ 11 1 1 1 1 1� II 1� V I, ` I I I I I I I III 1 i l � I i I I l I j l l l l l EXISTI G I I I j I I II SANITA2YI EAS�M NT I I I DB 9815/71)7 1 A IDI DIB 985/722j I I I I I I I III I/ I 1 I I I I I I I I I I I Y EXISTING LIGHT POLE TO BE REMOVED. REMOVE LINES AS NECESSARY (TYPICAL) j / I EX INV. OUT WITH FLARED // // / / i / / // /•q / END SECTION=470.4'�- / I \' STORMWATER EASEMEN' DB 985/717 AND QB-995�� E& I ' TOP �488.5 / I D X BRI(24 I-& - 8' A 13f/LCX 24' 0", \X\ / / f X-X PST�FY D X 18'\IA_KS�\\ R / N = :.. EXISTI �iAND ,�.�,........y/� O REMOVED. STRUCTURE APPROVED LANDFILL. �L fIa I�J•� 9., � • \ y.I / TING UTILITY EASEMENT DB 985/717 AND DB 985/722 EXISTING 1" WATER METER TO REMAIN Milli �� '• �i:6g2�s_��iiiiii�� • • 2100 p \ 6) E 14" \ `t �OOD FF 1490.50' I R yy / 38.0' 30.5' 0 / 1/ / T.F J � \ ro _ 30UILDING SETBACIf--Q \ N / X EkSTING w �� D�R,AINAGE \'ry`SEM�NT Q \J �. 6 14" L INWOOD INV. IN 481' OUT UT=481.3' \l// �A ---- W.-- - -- - m 7s•; N�� - ENT 20210 0166780 (DEED BOO 563WA 6471�c- TOP =486.1'�;: EX JBOX INV. IN =475.3' _ IAW-ONT =�72F1T -485 - - - - - \ >--------------------- - ---- ----- - - - - ,-----2i 4. EX MANHOLE NOT - - - -S2 ' 19' 26V------ / ----__ FOUND / r- - T_ _ _ _- - - - - - - - - T�z Y _ o EX DROP INLET EXISTING LANDSCAPE TO BE REMOVED (TYPICAL) EX GRATED DROP INLET ----)EX GAS LINE TOP=457.1' TOP=484.3' INV. OUT (15" RCP)=481.4' EXISTING SIDEWALK TO BE REMOVED (TYPICAL) INV. IN=475.8' INV. OUT-475.7' ) U. S. ROU TE 29 (SHL) SEMINOLE TRAIL (VARIABLE WIDTH) EXISTING UNDERGROUND GAS LINE TO BE REMOVED. EXISTING SIGN AND LANDSCAPE. DEMOLISH AND REMOVE (DISPOSE OF IN AN APPROVED LANDFILL) 41.1'e• u.ae •. a g 15.0 V / a�g 458104 9.f •.°%'N /'U 45.i8 3 0.5.8 R, 35 a64 y`a` 'u 45-,1 aS.NR u- x u-� u nxc 4seno,.oea o a"P45 ,S.aa o as„ °,, �se � a ae^'• a aeo AS.29A60 .�-,0 45 -f 09 •1`� qSB,-O,-OP 4� a,SySpflllp p a � Ag, Hbt s 1s15n TT � a F u 94A /"' ria. asc u. yJ'\r' w8&dnrro�x , 45v1 4s • u ° 'R,u,xlloee a "acme - a � ES L y�yi/°, b as.aae \ '�'a�•n i s r� as/ f j, •0 / M e, F ''e � a oe.�✓"� m,m asr6s x 69966p6. 9 5�yv '� °!N, e\AP� S�I� e]Qll a 6„20 • 9, Qd o rz t Aa o o F `i �'MIID ° /l/a 6 s u.m.., 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: Justin Hendley Phone: (706)548-1151 Contact: Greg Tel. (404) 219-8331 8-1151 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 Managed Steep Slopes.) Setbacks: Building: 304eet 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 Iocati n 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. 81 Know what's below Call before you dig dial 811 20' 10, 0 20' 40' GRAPHIC SCALE SCALE 1" = 20' •• Zz O Z w U F w ~ ~ H O h Z Z O Z n N m U i U w 0 D 0 0¢ O O u Z G A?� U m a d r w w Q w z U Y U= s n z r n O U w z ij o 0 0 0= p o a a a> a U a LL J Z \ N \ \ \ \ \ N w O Q M N O O ti N n t\B w T 15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengmeering.net Ln Z QQ J z I- K LULU J z 5N W LU F_ O J Of L 0 J = 0 w U w J W z W Q LU U /J J J LU O Cr W O N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EXISTING CONDITIONS & DEMO PLAN SHEET NUMBER: 2 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 VDOU 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. FIELD CHANGE TO APPROVED SITE PLANS: 1. RECONFIGURE EXIT LANE AT TUNNEL ENTRANCE 2. WIDEN VAC SPACES TO 13' AND 15' 3. ADD ENCLOSED VAC PRODUCER BUILDING 4. ADJUST LOCATION OF CANOPY COLUMNS AT VAC SPACES CG-6 CURB AND GUTTER (TYP.). 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�� /I ARROW (TYP.). / EXISTING SANITARY EASEMENT / DB 985/717 AND DB I 985/722 --� AUTO SENTRY AND GATE / CONCRETE ISLAND (TYP.) I ' 6 w 1 II II � II Tr I / II EX MANAGED SLOPE AREA. I I I I ' / wV GRATED DROP INLET �' RIO HILL CENTER I I TOP 8 I ;<I INV. 0 T=479.5' EXISTING SIGN EASEMENT s ____�j D6 985/717 q p K 15RCP 985/7 2 I =�'-- -- -- -- -- -- --' PROPOSED RETAINING W LL rWj ;.�•�.� PROPOSED RETAINING WALL MAX HEIGHT N MAX HEIGHT= 3' psi CG-6 CURB AND CONCRETE 3r--------12r � of �2 r r UI I30' BNG SE K CONCRETE 3'r \ 15' r,/,//, 30 VAC -BOOM PARKING SPACES I ® ®� VAC -BOOM CANOPY (TYP.) I I I I I 19' 19 28' I I� io T CONCRETE PAVEMENT m I� 3'r 3'r I I oO 411111111111111 I 8 2r I r 15, EX INV. OUT WITH FLARED (3) EMPLOYEE PARKING END SECTION=470.4'/LE1&EL LAh)OING AREA _ 7. fl:CgNCRETE5IDEWALKa < I { II L ^ H C RAMP NPE 1 (TYP) CG-6 CURB AND a GUTTER (NP.). 2 ' 2'r VTI \ Tr lOrr F \� a ` / 125' 4" I / 7s / I ' I 23 r ICONCR TE\ 12' PROPOSED CARWASH N 31 I STORMWATER EASEMENT- �.�\ I PAVEMENT _ 4,231 S.F. DB 985/717 AND DB 985/722 _ I I 00 EX SSMH ' / F.F.E. = 492.00 TOP=488.5'\ / IE = 484.8' 10'r I`= 30 BUILDING SETBACK n DRAINAGE - EASEMENT Ca --Fs---$---a- - S I DB985 717 ... ATE ,f ' DP OX -¢- PERMII`9NiY)- VAC PRODUCER (2) 12- X 18' H/C CONC. 5- PARKING SPACE W/ 5' WIDE STRIPED UNLOADING H/C RAMP TYPE I (TYP) 13' O IJ PROPOSED DIRECTIONAL ARROWS (TYP.). -CG-6 CURB AND GUTTER (TYP.). PROPOSED DIRECTIONAL ARROWS (TYP.). A = 8`06'15" L = 140.14' R = 990.77' C. = 140.02' C.B. - S59'24'42"E -EXISTING SIGN TO REMAIN -EXISTING UTILITY EASEMENT DB 985/717 AND DB 985/722 -LEVEL LANDING AREA - H/C RAMP Q LA LEVEL 0 rL LANDING AREA �l N C EX DROP INLET TOP=488.2' INV. IN=482.3' INV. OUT=481.3' _ - I- ER-Df OAP INLET 7 NEW PERMANENT ACCESS EASEMENT 202100018610 (DEED ROOK 56WPAGE 647) / °C `- - -1t 6- TOP=486.1' s.. • . ,. ...:... - ate- . :• P.,: -.` EX JBOX N V.OU I- fF7A 1' :•J.I _ .Y._ - --••�FT�'I�• ,'+�Y"'-r. L..�w =� r- - -"1e• T - a+• - s`• .. 2.14,94 -EX MAf�}iOLE.NF�fi -s - - - - - - - - - s S24' 19 26"W 51 TARED FUSE PATH FOL ND _uc r- - 6 : d- --ac �a�.-` -r_uc r 9 I a �sn r~A-L. w.i'_ �- �auE r �.•,yc � vG -"Ci -WT 00 EX DROP INLET EX GRATED DROP INLET EX GAS LINE TOP=487.1' a TOP =484.3' INV. OUT (15" RCP)=481.4' INV. IN =475.8' INV. OUT=475.7' U. S. ROUTE 29 (531 SEMINOLE TRAIL (VARIABLE WIDTH) O 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 LEVEL LANDING AREA TYPE C-12 RAMP(SEE DETAILS) - LEVEL LANDING AREA 81 Know what's below Call before you dig dial 811 a9gtl a5-]., `ll° A1P ,9-n . u.6eu •. III 46W� or 7rl M1S � as-za u , u F6a ' a5 fie u nxc u5 0 u-a6e u efi u ^ y u o 35.39p6B - �i' •'.SpFIM1p �qm. � r• .< e uej. rA 9aa, A 11 39.9]P �4 -- v *w8baarpa 5 , IS TN hlmNpa6h /i+ �8 5 e•�i ° . P•y tl,]9 reFa.DF. 7� co, /d { 6 T. D' 1 q/ice 6tl ° I r 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: Justin Handley Contact: Greg DeBacker Tel. act: stir H n Phone:(706)548-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 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: SO -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. 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%) Z cz L 0 y Z w Z w W Z Z 00 Z H Q w w U w 0 w g g N g m U 0 F 0 0 WW O O u Z 0 U n 0 m a r w w a w u Y vUi U 0 0 0 Z 0 w p o a a a> a UU a LL J w o N •o m u9 oD m� Q F (fl N O O ei N O O > w ■1 ILA 15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinwille, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net z Q Z I- LULU J z 5J w L LU w O �0 U O 0 LU >LU w J L1JLU z J J �} V = Q � O K 0 [] LU N I- N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: SITE PLAN SHEET NUMBER: 3 PROJECT NUMBER: 19016W4D DATE: 04/15/21 1 I ' I S I I 1 I � IN I m I I 'bY na ( Z a00 1 z00 I Nm GRATEDROP INLET TOP = 8.7' INV. OJT =479.5' EX MANAGED SLOPE AREA. w � PK AIL � D I --_ _Ex - �- — — I i -- !fi = � M I I ''/ I // N SCT RIO HILL, LLC, I a I o C/O ROSENTHAL PROPERTIES I // o TM# 04500-00-00-094AO N D134134, PG 199 : ZONING: PD-SC I N PRESENT USE: SHOPPING CENTER I I � I / I EXISTING SANITARY EASEMENT / DB 985/717 AND DB I -; 985/722 �I I U ° I / O 14x42 TWO COLUM O 0 EX INV. OUT WITH FLARED END SECTION=470.4' 07 EASEMENT 9 5/71AND DBDE; 985/722` EX SSMH / TOP=488.5'\ IE = 4848' RIO HILL CENTER PROPOSED CARWASH 4,231 S.F. F.F.E. = 492.00 — , � \ I 30 BUILDING SETBACK EXISTING DRAINAGE — EASEMENT --96---n--- --- — �— S I DB985/717 oHF oHP 4oxP .H oxv ox D DHF UHP ' oHP OHP DHP OHP oHP oHP CW _ r 10PARKIN(' SFTB l'K `UG r INLET TOP =4861 �'r 7 NEWPERMANENTACCESS EASEMENT 202100018610(DEED BOOK 5636/PAGE 647) TOP =48S I _a z_ y INV 'Gtti a.477+"I'��" ..� --terms^ — +��� r'r•,'".%r �. S24 19 26"W FQUND ,% 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) 0 EX DROP INLET TOP=487.1' INV. OUT (15" RCP) =481.4 I / I / 1 wv I I I 3 III EXISTING I SIGN EASEMENT DB 985/717 DB 98571A D 2 I A = 8'06'15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S59'24'42"E EXISTING UTILITY EASEMENT DB 985/717 AND IDS 985/722 EX 15� RCP �•;r/IA/ EX DROP INLET TOP=488.2' INV. IN =4823' INV. OUT=481.3' / x— EX JBOX Know what's below Call before you dig dial 811 CD ni b y9r� e, V ti^ a 4 SS.68Ct � 5\, g 1 p.e '>e a5e a , i .raeoo/ax �'y as �A' ueu a5.can a] B6 a5 tx B a581�6t OB1 am a5 s, ..11c � ° �P ° e° e � a5 ee vvp '"��'° ao-x9nse }@ -,c9e".g,Ing o c A9nar H@rx 8 P .-SIA VA w I 'H `W&bQbrooN 4527 LS 41 � '"' u 9aq RIo.HIloF4 �C b Oad (('PAW tm 451a9 b LOO.00i�tO, 5 M1 'e "(9y{I dpl\ , 0.S JL L n prY yVn _ y � NC Ox 6tM..t r LOCATION MAP SCALE: N.T.S. BLACK ACM FASCIA NOTE: NO EQUIPMENT WILL BE VISIBLE ABOVE THE VAC CANOPY FASCIAS FASCIA TYPICAL DETAIL 10, 5' 0 10, GRAPHIC SCALE SCALE 1" = 10' 20' 30' T 15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 wry xarterengmeenng.net z QQ z I— LULU J Z 5 J LU LS 0 o � L v O W >w J LULU z J J LU �} V = () K O O LU N L 1 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 O O O Z H 2 2i Z Z W m � c + cH O t7 Z N r Z w Z W w FINIS ED GRADE EXISTING GRADE gowns iP CC NNECTTO EXI TING LOW R EXISTING WATER MAIN WAT R LINE TO MEET MINI 4UM ACSA COVER CON r:rTTr 1 1- EXISTIN FROM ESTABLISHED WATER MAIN FINISHED GRADE TO 0+00 0+20 0+40 0+60 0+80 WATER PROFILE SCALE: 1" = 20' H - 1" = 5' V W4 Express Carwash Fresh Water Consumption Reclaim Water Consumption FUNCTION Gal/Minute GAL PER CAR FUNCTION Gal/Minute GALPERCAR Pre Soak #1 2 1 1st Top Brush 4 4 Scent Arch 1 0.25 Wraps 12 6 Pre Soak #2 1.5 0.75 High Pressure Side 22 15 FDamer 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 Passenger 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 5.5 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/O Reclaim 124.8 62.85 Total Fresh Water used per car 17.75 Projected Cars per month 5000 Total Fresh Water Used per car per month 88750 5 gal loss per car due to Evaporation and 25000 drive off Total Water Sent to Sewer 63750 63,750 gallons per month / 30 = 2,125 gallons per day II S 505.00 I I I I II I 1 III 500.00 I I IN I I I w'o I I W 495.00 I ',tip N Z I Q I Z ! I I to 490.00 o I w PK BAIL ff D 485.00 I /� I I / I 480.00 1+00 1+20 / a I I I 1 SCT RIO HILL, LLC, a I C/O ROSENTHAL PROPERTIES I g. TM# 04500-00-00-094AO iV I DB 4134, PG 199 ZONING: PD-SC I �N PRESENT USE: SHOPPING CENTER I 1 � I � I I EXISTING I / I SANITARY EASEMENT / DB 985/717 AND DB I I 985/722 PROPOSED PIPE No. 3 91 LF.-18"0HOPE I / 0� SLOPEPROPOSED GRATE INLET A-2 RIM: 489.50 O of l EX INV. OUT WITH FLARED I END SECTION=470.4' /s I Z� =l I I / \ � k Cp / I I STORMWATER EASEMENTS DB 985/717 AND DB 985/722` I / EX SSMH I TOP=488.5'\ IE = 484.8' / _ PROPOSED PIPE No.2- 45 L.F. --18"_ 0 HDPE SLOPE = 5.0% PROPOSED CONNECTION INTO / EXISTING SANITARY SEWER J MANHOLE. I.E. = 485.3' SLOPE = EXISTING STORM DROP INLET A-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 LF.`18"0HDPE SLOPE = TO EXISTING GRATED DROP INLET TO BE REPLACED WITH A JUNCTION BOX TOP=486.25 EXISTING FL IN (W)=475.80 / TOP - 6.1' NOV OUT=474.1' - --- T-- S24' 1 . GRATED /DROP INLET TOP 8.7' INV. 0 T=479.5' I I I I L REFER TO DETAILS EX MANAGED SLOPE AREA. PROPOSED GRATE INLET A-3 RIM: 491.00 GAL. p�RIO HILL CENTER I I EXIS NG SI EASEMENT D 985/717 q D I I B98572 al CLOSEST EXISTING FIRE ppw l I I I HYDRANT APPROXIMATELY 200' FROMTHE ra I I I l PROPOSED BUILDING. ACCESSIBLE too h IIFROM THE PARKING LOT. O I O 30' BUILDING SETBACK W I d sta. 1+21 CONTRACTOR NOTE: CONFIRM THE DEPTH OF THE EXISTING WATER MAIN PRIOR TO LOWERING TO SEE IF THE WATER MAIN CAN REMAIN IN PLACE 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 lL I Nall I w o WATER LINE RELOCATION TO BE W I WITHIN EXISTING EASEMENT ® ® Ir IcZ I I I A= 8*06'15" n ® Z l I L= 140.14' 11 Im I l I R = 990.77' a = C. = 140.02' C.B. = S59'24'42"E lower water line 1 1 I I I begin sta. 0+00 PROPOSED PIPE No. 4 Iti 66L.F.-18"0HOPE I ; Io SLOPE=1.0% I EXISTING UTILITY EASEMENT Z PROPOSED IC_ _ _ _ I I DB 985/717 AND DB 985/722 GRATE INL -4 I� WATER LINE RELOCATION TO BE RIM: 491. I I I I I WITHIN EXISTING EASEMENT RELOCATE EXISTING METER OUTSIDE OF SIDEWALK I EXISTING WATER METER TO BE j 6" C.O. I UTILIZED FOR IRRIGATION 000 G A' 7 2 000 AL. •v I I I I I O O © O " I I I III \ / I I I I III C) ____ 2"CONDUT i T I I I I IX MM ---------- - W I I °o N f � - I II 11 750GAL.OILAt I I I O WATER SEPARATT OR (SEE DETAIL) OPOSED PIPE No. 5 PROPOSED CARWASH W 52 L.F."1.0% 18"OHDPE SLOPE = I 4,231 S.F. M11111 CURB PROPOSED F.F.E. = 492.00 RIM:49 .70ET A-5 RIM: 490.70 In' Dili 30 BUILDING SETBACK rrxJ -•. •.9 •.-M-.,.-.. t-..- 61,C.O. 6"0PVC -SLOPE I%MIN. alit EXISTING ��ws-•"T�ras J DRAINAGE PROPOSED' UNE EASEMENT 1 D8985 E�o-E C555pAAAMMM� ANHOLE� NEW PERMANENT ACCESS EfEMENT 202100018610 (DEED BOOK 5636/P/�{>X �) --------------- EX 1 T- --------214.98� -- 11E,,XCCCCMANHOLE N0 FOUND �uB t -W T- WT�--Wig 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) EX DROP INLET --� TOP=487.1' INV. OUT (15" RCP)=481.4' i I s I I I -" DOMESTIC WATER SERVICE - -- --------- ---- I EX 15' RCP f� EX DROP INLET j 3 TOP=488.2' INV. IN=482.3' XXI 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 x OX oRr / YOE---yEE-� JBOX m * 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 a5.i0e(y5�-) ,/Jx\ �5 M1 a5- , 'd• is.66c a5 BB b0 Y OO '\ 8�5 v u i5.ie 3 a5.e a. 6Zac °' as.nz _ u- i as-660 aS.Ga a5-64 a5IxG B a58f.e1 OB, o, y ^' innM1v � yo asa9n6 Txrvsprinp u.n5n a,e" a � Agner HYrt s .. 'a 5 R 2 u �Js h'4ice. � g 3-y e Vc V.1a9 as.95 DO a. "m eftiRd +�' � c4�%.Oi.10 + o il U MYe,r.er 7 4 0. ��.x(,' o ,tfi */ (, •pi " IR,°il b 0 a5�0 y' a, a51os i y5 ao omp01 99 M (IB a 0M1 b A `o '.fir a e " hlae.V i V% a Pam/ b b 12-1 9 rR1 y E N _ ic46:a� l m w /pk 11 124E5 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: Justin Hendley Phone: (706)548-1151 Contact: Greg Tel. (404) 219-8331 8-1151 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 Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: SO -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 VDOU 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. S�Know what's below Call before you dig dial 811 20' 10, 0 20' GRAPHIC SCALE SCALE 1" = 20' 40' 60' T 15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengmeering.net z Q Z Ww J z 5> w w LU �O 1 v O W > Lu J W Z Q LU v `LU J J LU �} V = O K O O LU N 1- L 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: UTILITY PLAN SHEET NUMBER: 4 PROJECT NUMBER: 19016W4D DATE: 04/15/21 RETAINING WALL "A" WALL LOCATION STATION TOP OF WALL BOTTOM OF HEIGHT WALL (FEET) A-i 0+00 495.50 493.50 2.0 A-2 0+29 494.00 491^00 3.0 A-3 0+99 493.50 491.50 2.0 RETAINING WALL "B" WALL LOCATION STATION TOP OF WALL BOTTOM OF HEIGHT WALL (FEET) B-i 0+00 493.75 492.50 1.3 B-2 o+18 494.90 492.50 1 2.4 B-3 0+34 495.50 494.00 1 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 a ' ■ ■ di ■ I ! ■ ■ ■ S ■ ■ ® I ■ ■ ■ ■ C ■ I ® I ■ ■ ■ ! I ■ I EX MANAGED SLOPE AREA. ! I ® ® n ■ -498-- ■ ® ' ■® /------- / ---- -------494-----------■------------------- GRATE Ja P YNLET---------- - - I TOP � - /-------- ---- 10 GE-NTER \ - - - - - - - --- / ! I PK NAIL` F D _--- - I J B 2 B-3 ®28C3- ® I II �� 495 A-1 I I I I / / ■ / // B-1 / 493.25 / a I ■ \ I / I I / i / I I I I I P A-2 / / A-3 ■ / / / n I �1 / igS\�\/� V AV A V A AV A A A Alil I j I �r4%00To@� I I I I �a® 1,4 \ \ \ \ \ \ \ \ 1 I■ I 1 I I I 1 I E�i ® /U0'' r \� I\�__�� / �I _ 30'/BUILDING SETBbCK I ak 4 I9�BENCKSffTII I / MAG NNL 914 ® � oil ��10 CO w g { I I 1■ I I \ \493 SCT RIO HILL, LLC, I I I I 1 1 ■ I I I I/ 1 i t !1 1 1 vv v x9� vI ® I/ I 1 I I I I!I I I I I / I I /\ 1 1■ I \ \ \ C/O ROSENTHAL PROPERTIE S II 1 II I I 1 1■ I I I I I I I/ I lr \ - - - \ { \ ® ' \ \ \ _ \ 17 \III \ I 1a43 -00-00-094A0 \ DB4134,PG199 5 //TM# 04500N 49210 _\ Iq/ ZONING: PD-SC I I I 1 1 1 1 I■I I 'ryl,, q PRESENT USE: SHOPPING CEN�T�R 1 I 1 1 1 I I it 1 N I� 11 1 I 11 II Il11 II I/\ 491.79 1.79 492.30 I I I a I I ■ -- \ \ ® I/ j I i I I p I / / 492.30 I ICI 492 ® \ 11 492 I1- =_vc 8_ CONDUIT ______ lower I PROPOSED I I I I - \\® I I 1 begin s PROPOSED PIPE NO. GRATE INLET A-3 491.40 66 LBOTTOM OF WALL EQUALS RIM: 491.00 F.-18"0HOPE SLOPE=-- FINISHED GRADE 491.50 o PROPOSED PROPOSED PIPE No.3 I I I I I I I U "®A! b, ® �/ IC GRATEINL 91 LF.-18"0HOPE I I I I I � I � mQ � _ 1 ® II I~ _ RIM: 491. SLOPE =1.0% I I I I 4i/ BR 491.0[ - - N PROPOSED I I I I A t I 4 91 TR 491.24 GRATE INLET A-2 / I I I I - - - _ a ®a� 491.24 490.50 RIM: 489.50 / / 1 11 I I I I I a - / ® I BR 491.24 / m m� / / / / / / / / / ■ o � ® I I QV�t \3 O / / / / / / / / / /!I / ■ "7/ 1 \\ BR 491.40 i ���4w14®I's 490 _ i \\ I/ 1 I I a91.4o 1 I c 4 // / /// IsC8�W0 / / v I I ■ - - - ----491.39 -A491. \� I ® 1 491.39 491.39 / t+Y� ■ _ I I I II� EX INV. OUT WITH FLARED // � / / � ®�®AA..��®�� � I ■ 1 I / \ II I , END SECTION =470.4' /s / / / / / / / i/ w ■ I/ I TR 491.90 TR 491.90 �_______2'_CONDUIT r TR 491.90 491.20 I I /I IIIv ■ /I // I -) I C3 a / p A / / /�\ / \S/'• / \/ 1 / ---J /1 \ I i ® OPOSED PIPE No.5 / I _ _______- CONTRACTOR NOTE: CONFIRM THE DEPTH OF THE EXISTING WATER MAIN PRIOR TO LOWERING TO SEE IF THE WATER MAIN CAN REMAIN IN PLACE. MINIMUM OF 10' FROM PROPOSED TREET TREES. SEE LANDSCAPE PLAN 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 0 Q Q N O �. r, 490.50 - P\ROPQSED�CARVVA�SH 52 L.F. ^' 18" 0i HDPE SLOPE=1.0% I - I -----EX 1S -RCP - - 41231 ■-,\ PROPOSED �' -�-_ / / / 1 ■ 7\- 491.50 ■ \\ F.F.E. = 492\Q� CURB INLET A-5 RIM: 490.70 491.50 491. 0 C-2 I 1 EX DROP INLET TOP=488.2' EYiS-&M -I �_--- TOP =488.5'// I ■ '\ ■ \ - \� ® --_ - I - - ��, '• INV. IN=482.3' INV. OUT=481.3' ' �- -1- _ 30 BUILDING ,;tiETBACK ® ��� rwsJ / / / 491 C-1 \ � 490 \ � ■ �Ns� o �� .. S • ,, as9 h o 488 PROPOSED PIPE No. 2 45 L.F.-18"0HDPE SLOPE =5.0% - -- PROPOSEDJUNCTION BOX A-1 ---- PROPOSED PIPE No. 1 8 LF. -18" 0 HDPE SLOPE - 5.0% EXISTING STORM DROP INLET A-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 LF.-18"0 HDPE SLOPE = 2.0% EXISTING GRATED DROP INLET TO BE REPLACED WITH A JUNCTION BOX TOP=486.25 EXISTING FL IN (W) = 475.80 PROPOSED FL IN (S) = 482.13 -7�r IS •; �-- - -r ffEW ERMANENT ACCESS E SEMENT 202100018610 (DEED BOOK 56AIRAGE 647) \ \ 487. rn / 4 \\ ; IDW OUT =-�r7 .1_-2i#9 1EX MANHOLE ---------- --ST ' 6 --- --- /�/_ - _--------- \`-/__-------jFOUND- --N 487.50 -uci -F ---------- J/ _Ucf-------- _uc T--ZZJUGT---Uc,-- -U T -L5 T -W T ■ ! ■ ®® EX DIOP INLET EXIIIGRATED DROP INLET �qQ LINE " TOP ■487.1' TOR =484.3' m INV. ®UT (15" RCP) =481.4 INA IN=475.8' NJ OUT=475.7' ■ U. S. ROUTE 29 (SEL) ! SEMINOLE TRAIL (VARIABLE WIDTH) ! ! ! ! ! O ■ BR ' LICE---UCE- nv - .9B 488.00 .'0us* ®27B; V 135- 1 6d• is.66c 45 86 bg Y pO �/' B� ° r-0NM OJ�� Pe V n� 4 U tl.66ct F \)8 ] U 45.i8 3 35.8 p, 65864 'J`'V` 'Y 45-,1 dS.NR y5-g4 35 IIxG J m 4581.O1 OBt 0, 49 x � a q.9Y AS.29A6a '� -10 45 -f 09 P qSB,-Ot-OP 4� aWsp6l,lp o am /zn'v5e, o, w� a ApmrHbt r. 1196A V.1s u-zs o Nm etL'.HN o 12 -.11 V, 45- .y_ 4 u-s a `VVc34tx LS ICI Y ,� om w 9tn •p, a u ,.��+y, �.�� o ,�;, I7�r ° °k U: p�.�',l'lU utos i 600 6B56• 9 6 es' b n,w d0.� a s a � fff 1 xr, 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: Justin Hendley Phone: (706)548-1151 Contact: Greg Tel. (404) 219-8331 8-1151 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 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. S�Know what's below Call before you dig dial 811 20' 10, 0 20' 40' GRAPHIC SCALE SCALE 1" = 20' T 15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengmeenng.net z Qa J Z LULU J z 5N w LU O S.-O v 0 W >LU J WLU z J J W O IY O O LU N v i PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: GRADING AND DRAINING PLAN SHEET NUMBER: 5 PROJECT NUMBER: 19016W4D DATE: 04/15/21 6' DIA STHL BOLLARDS W/ CONIC. BULL ITYR) � AW1 N ^s 1as a @d Y-IPSUB FICIN W/WWMAPOR S CM.U. WALLVetELLTED fit. COIJC.I 7 II 11 II II BEID VERIFY II � Ira• � II 1-411,5VatT. IN CONC. F LEDCELLWHERE SHOWN AND ATB O.C. MAX B A901 II A901 DUMPSTER ENCLOSURE PLAN A301 nts Reinforce with a minimum grid of wire reinforcing or #4 bars at 12" on center. DESIGN GROUP 3450 Amorth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P. 770-917-9172 www.mrpdeslgn.lnm BAYFLELD" BLOCK 10.60Y H FINISHED GRADE BRICM MAX 11YPI CI In PI A DUMPSTER ENCLOSURE ELEVATION B DUMPSTER ENCLOSURE ELEVATION A30t pta A307 rd5 PRECASTCONCRETE PRECASTCONCRETE WITH SLOPED TOPS WIIHSLOPEDTOP_ G DUMPSTER ENCLOSURE ELEVATION D DUMPSTER ENCLOSURE ELEVATION A307 nta A301 Ids LOW-PFRMPARH•1TY SOIL r FILTER FABRIC -I STRUCTURAL NOTES: 1. STRUCTURAL BACKFILL IS TO BE PLACED IN BACKFILL 8- TO 24-INCH (TYPICAL) LIFTS a " = 2. STRUCTURAL BACKFILL MUST BE MANIPULATED INTO CORES AND ALL VOIDS BETWEEN BLOCKS TO ENSURE ADEQUATE " BOND BETWEEN BLOCK AND CONCRETE MASS. T 2,-0a TYPICAL 4" D A. DRAINPIPE III -III' r-to" .3 TO.4 OF H (TYPICAL) -III-III- -i I ry I =i I I- 11=IIIIII=IIIIIIIIIIIIIII=III. ' ° • STRUCTURAL e BACKFILL DEPTH PER DESIGN ENSURE CORES AND VOID AREAS BETWEEN UNITS ARE FILLED COMPLETELY k1JA N C H O R ® These graphic representations are intended for BayField 6" Multipiece Retaining Wall System preliminary design purposes only and are not to AWE BUILD SOMETHING BEAUTIFUL beusedforconstructionWithouttilesignatur Typical Cross Section Anchor Wall Engineering, LLC of a registered professional engineer. 2/29/2012 5959 Baker Road, Suite 390 ® 2012 Anchor wan Engua rriaq, LLC Typical Details For Minnetonka, MN 55345 ® and es Anchor wait systems, Inc. 3/811=1'-011 The AnchorplexTN Retaining Wall System BFMPSAOSA 6" - 4000 PSI PORTLAND CEMENT CONCRETE WITH AIR ENTRAINMENT AND WELDED WIRE FABRIC OR FIBER MESH " UNTREATED AGGREGATE BASE COURSE (VADOT TYPE I, SIZE 21-A) TOP 10" OF 95% DRY DENSITY, ,STANDARD PROCTORDE TO BE ED TO CONCRETE PAVING (Heavy Duty) 2.0" SUPERPAVE ASPHALT BINDER COURSE (VADOT SM 9.5A) 8" UNTREATED AGGREGATE (VADOT TYPE I, SIZE 21-A) \ TOP 10" OF SUBGRADE TO BE COMPACTED TO �j�//�//� 95% DRY DENSITY, STANDARD PROCTOR. ASPHALT PAVING (Light Duty) SUPERPAVE ASPHALT SURFACE JOT SM 9.5A) SUPERPAVE ASPHALT BINDER IRSE (VADOT IM-19.0) NTREATED AGGREGATE )OT TYPE I, SIZE 21-A) 10" OF SUBGRADE TO BE COMPACTED TO DRY DENSITY, STANDARD PROCTOR. ASPHALT PAVING (Heavy D 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. r IVARIES .- INSURE BAKFILL IS-/ PLACED UNDER PIPE AND PROPERLY COMPACTED / SUITABLE) FOUNDATION WATER TIGHT ��i Lam: • . • ; - . 1sss.� i • ._-• • •. .....:......s._r .���� 'kFA , Y2 I_1 Y2 D. I.D. MIN. MIN. WATER TIGHT CONNECTO (KOR-NSEAL II OR KOR-N-SEAL306R) PVC MANHOLE ADAPTER T PTER OD 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 A' err rAx AM•Bn rRl•n lrt tl' •LONAW } F IF 1 F Ir U Ytl I I 1 II + �II� II I + I I I II I + II JZ]I� + II I I CC I I TA II Sd--E II I - y PONY YIR I m n'�axr r Y � T � , L L rY )L•tru6 NOTE: 1. Pressure Test All Suction Lines Upon Installation ®10 15 PSI max. 2. Keep pressure on Suction Lines for the entire DURATION of construction. 3. Pressure should NOT drop more than 2 PSI. 4. VVatrh for problems When excavating ddvaeays. 5. If reeaim tangs are located more than fi0 feet away from mclaim unit, then increase su,mon lire ID 3'sch 80 PVC. 5. Placement of suction lines is orbital 7. Do NOT put Screens on the spencer lines 8. ANY QUESTIONS CONTACT SONNY'S. A � Y x ^T+ Men 12ALImR TANK CAR WASH RECLAIM SYSTEM STANDARD RECLAIM 3 TANK (SEE RECLAIM SHEET FOR DETAIL) Is ;1111I1A�I�I���I�����I�I�I �3 2 , d M �l d ll:i•44 � 4��iwiW 1' 'NOTES 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"E0" (750mm-900rim). 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 W-69' DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. NTS FINISHED GRADE Pd UNDISTURBED - EARTH CLASS I OR II BACKFILL PER ASTM D2321. COMPACTED IN 8" MAX. LIFTS TO A MIN. OF 90% MAX.STANDARD PROCTOR DENSITY PVC MANHOLE ADAPTER ADAPTER OD TYPE 313: 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. 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 cider p• %rnnw rW �QNI nIIR F I I I I I -- I r __--- { ' EecoJnd 3'r seLuement I1 x tlrrnaarnavxrs r r Boon GUADN ZUM r.W xc era NOTE: t. ALLUNDERGROUNDTANKSANDPIPINGBYCONTRACTCR 2. PIPE LOCATIONS SHOULD BE USED FORANYTANK 3. ALL INTERNALTANK PLUMBING TO BE 6'vM1 b PVC UNLESS NOTED OTHERWISE 4. ALL TANK BOTTOMS SHOULD BE LEVEL 5. THIS DRAWING ISTO SHOW TANK HOLDING CAPACNYAND 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" is" 39" 24" 48" 30" 56" 36" 64" 42" 72" 48" 80" 54" 88" 60" 96" MINIMUM RECOMENDED COVER BASED ON VEHICLE LOADING CONDITIONS SURFACE LIVE LOADING CONDITION PIPE DIAM. H-25 HEAVY CONSTRUCTION (75T AXLE LOAD)- 12"- 48" 12" 48" 54" - 60" 24" 60" `VEHICLES IN EXCESS OF 75T MAY REQIRE ADDITIONAL COVER MINIMUM RECOMENDED COVER BASED ON RAILWAY LOADING CONDITIONS COOPER PIPE DIAM. E-80- UP TO 24" 24" 39 36" 24" 42"EO" 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. 24" MIN r--I IN SECTION VIEW JADJUSTABLE "_9 } HOODED INLET SHALL BE CONCRETE GUTTER L ROUND TO SQUARE ADAPTER WITH OPENING MANHOLESTEP PRECAST RISER SECTION PRECAST MONOLITHIC BASE 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" 6" MIN F Z UU O N z w Z w w w U n N h U w o z z 0 z o Q w w O w p Q u m U N W F O O z O G U Z p U u p G m Q ~ F Y U= z be n ce l_ a p ,n U p p p 2 p !2v0 o a a a> a UU a LL J z o ry m on,on m w In eH UJ .-I N or on .-1 > O C, W IY u ro n on m P� Ira DATE: 4.15.21 I CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 cow /w.ca�rterengineering.net v Z aQ J z_ C7 W J J Z N W LU Iz 0 ILIL U 4- 0 W > LU J LJJ W W` 0 U J J_ W O 0 O O LU rH N I- N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: STANDARD DETAILS SHEET NUMBER: 9 PROJECT NUMBER: 19016W4D DATE: 04/15/21 WATER M NOTES: VARIES ILVAf a.: M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS VE BOX TO METER BOX (SEE FIG. W-6 THRU W-7E). I " COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH V'x4" TEE, • REFER TO FIG, W-3 FORTH RUST 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.1. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W—SC FD-12 44" MIN. •• 8" MIN. 17.5" 6" MIN. a TD-16 PL �. y1.eilo 1 DATE: 4.15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watldnsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net z w Ii O J LU 0 W v / L_ O 4— PROJECT NAME: o0 J Q W v w W z Qw v J J W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: STANDARD DETAILS SHEET NUMBER: 9.1 PROJECT NUMBER: 19016W4D DATE: 04/15/21 Lj —r7N 7 --- IL>I _49 ; ' I —492 I \ 492I° CONDUI-- -- ` ---ll I I I< I d I. a A. I a I I I°° I / I I 491.40 I N _-- i 1 I o Jk ° a �. I° \ y� I., \ iz NO I Ili I� 4: m I owl, TR 491.24 BR 491.00 491.24 490.50 BR 491.24 { 4 I i I I i I \\ \\\ \ I IIII . ° BR .40 ° C-41491.40 491.39 I d 'I ae d. .p'/ P TR 491.90 TR 491.90 1 " CONDUlT 1 I, TR 491.90 I I 1 491.20 1 ° ° 9 C-3 - —_ Im I 'OSED'CARWASH -- ---__I__,- I ° 4a I — -- I I ° 45231—�-F. I p e, d I$ 1 491.50 491.20 F.F.E. = 492�00 c-2 a ` g: -1 d -- — — — — — _DING�-S,, BACK 491 C-1 / ea. ` 490a 489 --- 488 ENT 202100018610 (DEED BOOK 5636/PAGE 647) 487.50 d / 'd d d a a d------- 488.00 /l L 4 487.50 d ° BR 487.00 TR 487.50 GRADING PLAN SCALE: 1 " = 20' i I I II 9` 28' 1 19, 19, I I I I I I FT F71 I L/ z y I I I 30 VAC -BOOM 4-1 PARKING SPACES 3'r -----------------13'r 3' r 12'r 12'r 15' r VAC PRODUCER (2) 12' X 18' H/C CONIC. PARKING SPACE W/ 5' WIDE STRIPED UNLOADING H/C RAMP TYPE I (TYP) 0 N v 0 • CONCRETE PAVEMENT v 2'r I I �f I I I I I II I I II I , IL-------- Tr ® M 4 4 . NbIIVG AREA 7�_�,,.CQNCRETE SIDEWALKe e .a �a 1 d H/C RAMP TYPE 1°(TYP) d a, d 1 44. ❑ d a NJ° a ❑ D 00 d a 10'°r 125' 4" = PROPOSED CARWASH 31 15' t 6 4,231 S.F. o $ 00 aI: F.F.E. = 492.00 = I --- -- — — — 30' BUILDING SETBACK 125' 4" PROPOSED SIGN /A) — �O=P R- III -L�P,�K(APPROVED BY SEPARATE -- — PERMIT ONLY) JT ACCESS EASEMENT 202100018610 (DEED BOOK 5636/PAGE 647) d a°.. ,.Qe 214:9 ,, ° 14 CClI�CfETE F d.' d° ° d 'SHARED UeSE4PATH' aA44 . da °a4 a 44 d d d' SITE PLAN SCALE: 1 " = 20' A = 8° 0 L = 14 R = 99 C. = 14 C.B. = S59 EXISTING SIGN 1 REM LEVEL LANDING AREA H/C RAMP O LEVEL LANDING AREA LEVEL LANDING ARI ACCESSIBLE PARKING SPACES, ACCESS AISLES AND PASSENGER LOADING ZONES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:67 (1.5%) IN ANY DIRECTION. H i CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 Watldnsville, GA 30677 P: 770.725.1200 F: 770.725.1204 w .carterengineedngmet z aQ J z �3 WW J z 5N J W W o 6- c �O 0 W V W �LU J W z LU J LU O W 0 0 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 PERMISSIBLE AT 72" C-C 5' MIN. j0 NTTRUCTION M 0 = A BACK OF 20:1 SECTION B-B DOMES 1 OF 5 FOR DETAILS NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 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 FIE" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 lV D❑T ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 1/11 5' MyIN 111 X. 1 121 MAX _;WITH ; 4' MIN 9f �� BUFFER STRIP 5 MIN 12:1 MAX. _ i 4' MIN WITH BUFFER STRIP 5' MIN MAX 12:1 MAX. f x� I WITHOUT BUFFER STRIP y CROSSWALK O 1 II II CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 5MIN Il. CROSSWALK A 4'SGUME LANDING AREA p�f OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED S. 1 CROSSWALK AREA. CURB 4' BUFFER STRIP 5' SIDEWALK DIAGONAL PLACEMENT MIN A A 4' SOVME LANDING AREA N r OUTSIDE OF TRAVELWAY f A 4'$OUARE LANDING AREA \ CROSSW� PERPENDICUPLLAOR (CROSSWALK Pic OUTSIDE OF TRAVELWAY WITHIN THE MARKED SHALL BE PROVIDED FOR WITH BUFFER STRIP MOSSWA K AREA. CROSSW LK PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 ONE SIGN PER H/C PARKING SPACE. SIGN TO CONFORM BACK OF TO STATE REGULATIONS SIDEWALK SIDEWALK 4" WIDE 2 STRIPING W ~ Tfry ® w oW G. N w 4" STRIPING 2 COATS UE ® 45" (t)p) OF PMS 123 YELLOW 4 PAINT II I WHEN MEASURING SPACES AND ACCESS AISLES, THE MEASUREMENT SHOULD BE TAKEN FROM THE CENTER OF THE OUTSIDE STRIPE ON THE SPACE OR ACCESS AISLE TO THE CENTER OF THE INSIDE STRIPE ON THE SPACE OR ACCESS AISLE. 5' X 5' LEVEL LANDING AREA. SLOPE RATIO NOT TO EXCEED 2% IN P ANY DIRECTION RAMP SLOPE NOT TO EXCEED 1:14 (TYP.) -7' ISOMETRIC VIEW OF RAMP RAMP LANDING 5' MIN. PROJECTED TOP OF CURB SLOPE Y4"/FT SECTION A -A GUTTER SLOPE 1:20 OR LESS GUTE R RAMP CURB ( TYP. )_� 5' N 1 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. ONE SIGN PER H/C PARKING SPACE. SIGN TO CONFORM BACK OF SIDEWALK TO STATE REGULA77ONS. SIDEWALK 2 4" WIDE v Q. STRIPING y~ w oW Fa I a U VAN 4" STRIPING ® 45- (typ) 2 COATS OF PMS 123 YELLOW 4 PAINT 11 I_ 5 ACCESSIBLE PARKING SPACES, ACCESS AISLES AND PASSENGER LOADING ZONES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:50 (2.0%) IN ANY DIRECTION. 8"PMS XXX WHITE PAINT ::1 Hl (TYP) E:J R F CROSS WALK STRIPING PMS XXX WHITE PAINT TIP 115 BLUE PANT PAINTED HANDICAPPED PARKING SPACE & SYMBOL NOT TO SCALE STANDARD CONSTRUCTION DETAIL HANDICAP RAMP TYPE HANDICAP ACCESSIBLE SIGN PERMIT PARKING ONLY1 TYPE 12"X 18"ALUMINUM PERMIT PARNNG ONLY COLOR STANDARD ❑ ❑ VAN ACCESSIBLE SIGN TYPE JALUMINUM TOWAWAYZONE TOWAWAYZONE COLOR ISTANDARD MIN. HEIGHT TO BE 84"ABOVE PARKING LOT ELEVATION TO THE VAN BOTTOM OF SIGN ACCESSIBLE NOTES: SIGNS ARE TO BE MOUNTED TO A GALVANIZED STEEL POST FROM 60" ABOVE FINISH GRADE TO THE BOTTOM W W OF SIGN. m GALVANIZED STEEL POST oj w rA w ALL SIGNS MUST BE INSTALLED F _ PERPENDICULAR TO THE PARKING F 0 1- Z 2 0 Z STALL (ESPECIALLY ON ANGLED O w 1- PARKING) u Q rn u ¢ m a = GALVANIZED STEEL PSET 48" (MIN.) IN PIPE BOLLARD a = m IDI-OST Q U- Do 1- m Q LL WO OWO F ~~O ~~O g0 ED p k 6" DIA. PIPE WITH CONCRETE FILL 0 k KO w¢O x LL m SLOPE CONCRETE AWAY FROM BOLLARD x LL m FINISHED FINISHED GRADE GRADE CI>tiU O>ti CD e,.i: =j2U w POURED CONCRETE Q U oweawe :u; POURED CONCRETE 2' 2' DETAIL "A" DETAIL "B" WITH WAN WITHOUT'VAN ACCESSABLE"SIGN ACCESSABLE"SIGN "HANDICAP PARKING ONL Y" SIGNS NOT TO SCALE 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 ww xarterengineermg.net V / z QQ J z_ — I 1 [L' TE LU w J zn J LU CL LU O Orz I..L p — LUU > � LLI LU F- L`U LLI U J J LU O Q � LU O O � N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: ADA DETAILS SHEET NUMBER: 11 PROJECT NUMBER: 19016W4D DATE: 04/15/21 PLANT SCHEDULE TREE MANAGEMENT CALCULATIONS: ERAL LANDSCAPE REQUIREMENTS: Street Three Requirement Street trees hall b planted with even spacing in a row within the public street e e ss eP to [ e P 9 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 requiredfor everyfi ty /5o) 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 1'20) feet or more. If required street trees cannot be planted within theparking setback or within ten (10)feet o the street right-of-waydue to si ht P 9 e[bac l )f f 9 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 may be 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 Requited: 5 Large Trees Required (213.63 40 ) Trees Provided: 5 Large Trees Provided Shrubs along public strets: 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 five (5) feet on center. 3. The agent may authorize different landscaping designed to minimize the visual impact of the parking area. A hedge of evergreen shrubs planted no greater than five (5)feet on -center and being a minimum of 12" in height at time of planting has been proposed along Seminole Trail and Westbrook Drive. Parking Area landscape Requirement An area of at least five (5) percent of the paved parking and vehicular circulation area shall be landscaped with trees or shrubs. Neither the areas of street trees and shrubs required by sections 32.79.5(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 Landsca a Area Re uired: 1099.1 S uare Feet 5% P q q ( ) Landscape Area Provided in Parking: 1,937 Square Feet (9%) Landscape Area Provided (Parking &Circulation): 17,586 Square Feet (80%) The plant materials may be a mixture of shade trees and shrubs and shall include one (1) large or medium shade creeper ten (10) parking spaces orportion thereof. Parking Spaces Provided: 30 Parking Spaces Trees Required: 3 Trees Required (30 / 10) Trees Provided: 4 Trees Provided Tree Canopy Requirements Each commercial or industrial use site shall have a tree canopy covering a minimum o ten 1 percent the property 457875F. f l o) Pe a of P PertY ( ) Tree Canopy Required: 4,578.7 Square Feet (10.00%) Tree Canopy Provided: 5,695 Square Feet (12.44%) Existing to Remain OSquare Feet Canopy Area (6) 329 Shumard Oak 1,974 Square Feet Canopy Area (4) 366 Lacebark Elm 1,464 Square Feet Canopy Area (7)125 Trident Maple 875 Square Feet Canopy Area (5) 194 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 antl shall report an conflicts to the landscape architect. The contractor will be planting, si P Y Pe 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. Y 9 d 1 4. Mulch all plant areas with 3" layer of double ground shredded hardwood mulch. 5. An proposed substitutions of plant species will be with plants with equivalent overall form YP P P P P q 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 b the contractor. P Y 7. Trees: provide specimen balled and buds a or as specified, trees of height, size caliper, P P PPe . P 9 P, 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 finely mapped with untreated burlap, finely 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 Hor'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 9 9 P1 nursery or at the site. 11. The trunk flare (al the base of the tree) shall be properly exposed for all plantings. 12. Kee root balls intact prior to and during planting operations. Plants with broken or damaged P P 9P 9 P 9 root balls shall be rejected and immediately removed from the site. Keep root balls damp and protected from damage due to sun and writ. Do not shave root balls. 13. Plant soil mixture will be used to backfill the planting area. Install plants simultaneously with installation of planting soil mixes. 14. Tree planting: see tree planting detail and notes herein for additional information related to planting pit dimensions, planting operations, backfilling, and tree staking. 15. Container stock planting: plant container grown stock the same as specified for balled and burlapped stock, but remove containers completely. 16. Soil shall be free of all debris construction material and slurry. Landscape areas shall be backfilletl with planting soil mixture r details and specifications. P 9 per P 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. lantin . Backfill to allow room for mulch after settling,and lace mulch in dish after first watering and within one week ofplanting.See P 9 P9 lantin details for mulch thickness. 21. All plants shall be plumb vertically after settling or as directed by Carter Engineering. 22. Planting restrictions: plant tluring 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 quantifies 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 away that will girdle tree trunks if left in place. GROUNDCOVER SPACING & QUANTITY PLANT SPACING PLANT SPACING MULTIPLIER (PLANTS PER SF) 12" 1.15 15" .74 18" .51 24" .29 TOTAL Qom, BOTANICAL NAME COMMONNAME CAL./GAL. SPACING TYPE HT./SPR. MINIMUM REMARKS CANOPY TREES 5 Rstachea chinesis Chinese Pistache 1 3.5" Cal. I As Shown I B & B 1 12'/ 6' 1 stmi ' ht Central Leader to Min. 6Ht. We115 aced Branches S Gown g P Symmetrical 30 quercusshumardii IShuma rd Oak 3.5"Cal. I As Shown I B&B 12'/6' Stra ight Central Leader to Min. 6'Ht, WeI l Spaced Branches, Symmetrical Gown 4 Ulmus parvifolia'Emer ll'Allee lEmer 11' Lacebark Elm 3.5"Cal. I As Shown I B&B 12'/6' Stra Ight Central Le a dertoMin.6'Ht., We l Spaced Branches, Symmetrical Gown MEDIUM TREES 6 Acersocchorum'Golds ire' Golds ire'Su ar Ma le 3.5"Cal. As Shown B&B 12'/6' Straight Central Leader to Min. 6' Ht., Wells aced Branches, Symmetrical Gown 6 agerstroemia indica 'Tuskegee' Tuskegee Crape Myrtle 3.5'(Mult) As shown B & B 10' 15" Mul6-stem (3 min.) Clear to 5% Well spaced branches, Symmetrical Crown EVERGREEN SHRUBS 9 Comelliasasonquo 'Kanjiro' Kanjiro'Camilla 7Gal. As Shown Container 36"/30" Ful l Pot, We] l Shaped 37 Cephalotaxus harringtonia'Prostrata' Spreading Japanese Plum Yew 3 Gal. As Shown Container 18" / 18" Full Pot, Well Shaped 12 Ilex crenato 'Sky Pencil' Sky Pencil' Holly 7 Gal. As Shown Container 36" / 18" Full Pot, Well Shaped 96 Ilexglabra Densa' Densa' Inkberry Holly 5 Gal. As Shown Container 24" / 24" Full Pot, Well Shaped 80 llexvomitona'Stokes dwarf Stokes Dwarf' Yaupon Holly 5 Gal. As Shown Container 24" / 24" Full Pot, Well Shaped DECIDUOUS SHRUBS 0 Ikmerocallis ''Stella de Oro' Stella de Oro' Daylily 1 Gal. As Shown Container 18" / 18" Full Pot, Well Shaped 22 Deutzia gracilis'Nikko' Nikko' Deutzia 3 Gal. As Shown Container 18" / 18" Full Pot, Well Shaped 74 Rosa'Meiggil' Peach Drift Rose 3 Gal. As Shown Container 18" / 18" Full Pot, Well Shaped 28 Rosa'Radtko' Double Knockout Rose 3 Gal. As Shown Container 18" / 18" Full Pot, Well Shaped GROUNDCOVERS (in square feet) 1230 Droops muscari'Big Blue' Big Blue'Lilyturf lGal. 18"O.0 Container 12'/12' Full Pot, We] 1Shaped TURF GRASS (in square feet) 51915 1 Sod- as dire Red by owner Sod- as directed by owner - - SOD ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. (3) DOUBLE KNOCKOUT ROSE - (90 SF)'BIG BLUE' CREEPING LILYTURF - (1) ALLEE LACEBARK ELM - (8) PEACH DRIFT ROSE - (1) CHINESE PISTACHE (6) 'DENSA' INKBERRY HOLLY - (43) 'DENSA' INKBERRY HOLLY (12) DWARF YAU PON HOLLY (4,O805F) SOD AS DIRECTED BY OWNER - ., ty..... MAG NAIL ELI�VI=491 07' .a co I N l m(X 1 1 SCT RIO HILL, LLC, II C/O ROSENTHAL PROPERTIES TM# 04500-00-00-094AO DB 4134, PG 199 1 1 1 1 I I I I I ZONING: PD-SC PRESENT USE: SHOPPING CENTER ACSA SEWER EASEMENT S (SHADED AREA). NO TREES WITHIN EASEMENT AREA I l l I I I I EXISTING (135 SF)'BIG BLUE' CREEPING ULYTURF NT 117 DB PK (15) DWARF YAUPON HOLLY , (7)'DENSA' INKBERRY HOLLY (3)'KANIIRO' CAMELIA =1 (1) CHINESE PISTACHE (1) ALLEE LACEBARK ELM ( 55) BIG 12 F ' BLUE' CREEPING LILYTURF (2) CHINESE PISTACHE - (23)'DENSA' INKBERRY HOLLY (5)'DENSA' INKBERRY HOLLY EX INV. OUT WITH FLARED ' ' END SECTION=470.4' h L (2)'KAN11RO' CAMELLIA to (11) DOUBLE BLE KNOCKOUT ROS fi �y,. � (2) SHUMARD K ' y 7 STORMWATER EASEKjEN DB 985/717 ANDDB-15 722 fir) _EX SSMH TOP =-48 5 - - - - - - _ ry 6 48f 00 '�c C ' I (3) SHUMARD OAK ><+-o 'RCP -_-_I I 4 5 s (300SF)'BIG BLUE' CREEPING ULYTURF (1) ALLEE LACEBARK ELM Q Double Knockout Rose �✓+� 0 Spreading Japanese Plum Yew Cephalotaxus harringtonia 'Sky Pencil' Holly 'Sky .� Sod - As Directed by Owner Rosa radtko 'Prostrata' Ilex crenato Pencil 0 'Densa' Inkberry Holly Ilex 'Densa' O Dwarf Yaupon Holly Ilex vomitoria Stoke's Dwatf � 'Nikko' Deutzia Deutzia gracilis 'Nikko' 'Big Blue' Creeping Ulyturf Liriope muscari 'Big Blue' glabra 'Kanjiro' Camellia 0 Peach Drift Rose Camellia sasanqua'Kanjiro' Rosa'Meiggil' 'PANACHE' SHUMARD OAK ALLEE LACEBARK ELM CHINESE PISTACHE Ulmus arvi olio 'Emer 11' uercus shumardii 'Panache' Pistachea chinesis Q P f street Tree Parking Lot Tree Medium Interior Tree LANDSCAPE SYMBOLS 0 HILL CENTER ----- EXISTING OAK AND HARDWOOD�I I a CANOPY TO REMAIN I TREE PROTECTION FENCE (TYPICAL) EXISTING I \� f ROPOSED (TYPICAL) SIGN EASEME Nam_ LIMITS D BANCE ( CAL) DB 985 717 �' .1 DB 985/ A�JD ll 41 low I Iry PROPOSED CARWASH 4,231 S.F. F.F.E. = 492.00 (1)'KAN11R0'CAMELLIA EX DROP INLE (3)'TUSKEGEE' CRAPE MYRTLE EX GRATED DROP INLET -)EX GAS LINE TOP=487.1' TOP=484.3' INV. OUT (15" RCP) INV. IN=475.8' INV. OUT=475.7' U.S. ROUTE 29 (SBL) SEMINOLE TRAIL (VARIABLE WID TH) IXISTING TREES TO BE - 11 1REMOVED (TYPICAL) 1 ) / 30' BUI ING SEK ii tr fg I I im I I�� 492 Im � I z I V (270 SF)'BIG BLUE' CREEPING ULYTURF - 1 L ALLEE LACEBARK ELM //��j 'Goldspire' Sugar Maple Tuskegee Crape Myrtle Acersoccharum'Goldsprie' Logerstroemia indica'Tuskegee' Medium Street Tree Ornamental Tree sta. RED LINE REPRESENTS 10' OFF - SET FROM LOWERED WATER LINE LOWERED WATER LINE TO BE A L MINIMUM OF 10' FROM PROPOSED ` II STREETTREES. SEE LANDSCAPE PLAN FOR LOCATION OF TREES n I (22)'DENSA'INKBERRY HOLLY n (960 5F) SOD - AS DIRECTED BY OWNER 4 DOUBLE KNOCKOUT ROSE LOWER EXISTING WATER LINE TO MEET MINIMUM ACSA COVER OF 3.5' <I MEASURED FROM ESTABLISHED FINISHED �S GRADE TO THE TOP OF PIPE (4) DOUBLE KNOCKOUT ROSE o I (5) SHUMARD OAK 1 lk--� (5) DOUBLE KNOCKOUT ROSE (3) DWARF YAUPON HOLLY /\ (3) DOUBLE KNOCKOUT ROSE 1 A = 8*06'15" L = 140,14' 'I R = 990.77' C. = 140.02' C.B. = S59'24'42"E _ ower water line begin sta. 0+00 r EXISTING UTILITY EASEMENT I DB 985/717 AND DB 985/722 ACSA UTILITY EASEMENT it (SHADED AREA). NO TREES WITHIN EASEMENT AREA I 1 ryM�� L0 W Q / Oo- s N 'c (10) DWARF YAUPON HOLLY y I I � � I (90 SF)'BIG BLUE' CREEPING LILYTURF �y (15) PEACH DRIFT ROSE 2 'DENSA'INKBERRY HOLLY / LX 15" RCP X 'I ,���f��✓3.2LET J .. Is ,.•" INV. IN=482.3' INV. OUT=481.3' s.� (3) TUSKEGEE' CRAPE MYRTLE �i (1)'KANJIRO'CAMELLIA (11)'NIKKO' DEUTZIA ()I () SPREADING JAPANESE PLUM YEW = 1.4 (12) 'SKY PENCIL' HOLLY (3)'GOLDSPIRE' SUGAR MAPLE (11)'NIKKO' DEUTZIA 1 t; I o® °E- -(4605F)'BIG BLUE'CREEPING ULYTURF (2)'KANJIRO' CAMELLIA (6) SPREADING JAPANESE PLUM YEW -(3) DOUBLE KNOCKOUT ROSE -(12) DWARF YAUPON HOLLY -(36) PEACH DRIFT ROSE 8�Know what's below Call before you dig dial 811 1 45- t Pd. is.66c 45 Bs bn Y •O B� ° ""M OJ+n S' V n 4 U tl.68ct F \)f' J 45.78 3 35.8 Rt 45864 y`a` '� 45-+1 35.NR u- x isen°t oea ^ m Pas wx°n6P 'fp-10 A,., Hbt a - �JS fits R 2 h °e_ � q o G aTT 9 5. w" u-9s "xm ere'.wa°o � co�oii� u �xP J P ° U u yN,r.ar � spy O .tfi o ••l'. \�J � � oo., �u.i° µme-° Jc 0 wry ku: •0 M +e, o P S � � °•.�. �� 4stos r Ps,^F ciao oto. 9 6 ^°/P:r b PrN, dp\� 3''ri. a •c'• "bia�'>i c-% "^t,;° P� b�b �y" a3' gax t • o • ° e' ;> 0 1z aryryl r b'l,Y,enlx- ; ^" •,} ��plN:(?.r tl °•�JP,', J� "s� 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, Bo 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 Ma and Parcel No.: 04500 - p -00 00-093C0 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 r 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 Ma No. 51003C 0278D, F r 2 2 dated February 0 006 Pry , 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 showncompriseaII such utilities in the area eit her in service or abandoned. The surveyor nor engineer warrants that the underground d 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 th reputed Presence 'Size character and l ocation 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 Iocati n and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. PARKING DATA Parking Required: Requirement: One (1) space per each one hundred (100) square feet of retail sales r r h 1 Iv thousand r eet and one 1 a es a ea fo t o frst f e t ousa d (5,000) squa o f () space per each two hundred (200) square feet of retail sales area above five thousand (5,000) square feet. Forpurposes 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 f oor 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 Be (500.00%) Existing Impervious Area = 19,002 sf 0.44 ac (43.62%) Existing Landscape Area = 26,785 sf 0.61 Be (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%) ZZ w i i us r O Z w U F w h u` Z w w w U < onononUO w v Z Z 0 Z n Q w w U w 0 w g g on m u V D 0 0 U I­U w 0 0 0¢ O Z i G on on on Q co F w w Q on K U Y = s= a= U on U in z 0 0 on 0 O 0 p O a a a> a U J Z N N N N N N N N w 'a\ \ \ \ 'aN 0 F M rz N O O ti N O t\a to 0 0 0 0 O o w co m ­1 T 15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 WatkinsvJRe GA 30677 P: 770.725.1200 F: 770.725.1204 www.carteren ' eerieg .net >�' Ln Z QQ J z I- K Zw I-UJ J Z 5 J w 5w O F- Of L J a 2 0 4- W U LU J W z W Q LU U /J �} J J = LU V 0 _o Cr_ W O O N V 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: 12 PROJECT NUMBER: 19016W4D DATE: 04/15/21 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 fomi, 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 budapped, 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 (al 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 immediately removed from the site. Keep root balls damp and protected from damage due to sun and wind. Do not shave root balls. 13. Plant soil mixture will be used to backfill the planting area. Install plants simultaneously with installation of planting soil mixes. 14. Tree planting: see tree planting detail and notes herein for additional information related to planting pit dimensions, planting operations, backfilling, and tree staking. 15. Container stock planting: plant container grown stock the same as specified for balled and burlapped stock, but remove containers completely. 16. Soil shall be free of all debris, construction material, and slurry. Landscape areas shall be backfilled with planting soil mixture per details and specifications. 17. Obstructions: if Obstructions or other conditions detrimental to healthy plant growth are encountered, notify Carter Engineering immediately and request additional instructions. 18. Watering and drainage: fill excavations with water and allow water to percolate out before planting. If planting pits do not percolate or drain properly, notify the Carter Engineering and request additional instructions prior to planting. Do not plant into poorly draining planting pits; poorly draining planting pits may hold water and drove 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 tluring one of the following periods. • Spring planting (shrubs, groundcover, perennials) - March through May • Fall planting shrubs (shrubs, groundcover, perennials) - Sept. through November • Tree planting - September through April 23. Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship or growth within 18-months of substantial completion. Failures include, but are not limited to: • Death and unsatisfactory growth, except for defects resulting from the lack of adequate maintenance by owner. • Structural failures including plantings falling or blowing over. 24. The contractor shall verify the quantities listed in the plant legend. Contractor is responsible for installing all plants shown on planting plans. In case of discrepancies Carter Engineering should be contacted. 25. All groundcover quantities shall be determined using the information provided in the groundcover quantity and spacing chart within the Landscape Drawing Set. GENERAL LANDSCAPE NOTES: 1. Landscaping shown on this plan shall be maintained in compliance with county and/or city landscape ordinance. 2. All disturbed ground shall have ground cover or mulch and/or grassing. 3. Trees selected for planting must be free from injury, pests, disease, nutritional disorders or root defects, and must be of good vigor, so as to assure a reasonable expectation of survivability. 4. Plants that are diseased, unsurvivably damaged or are dead shall be removed and replaced with a plant of the same species, variety, and cultivar, as acceptable to the code enforcement director. 5. Other landscape materials shall be maintained in proper repair and shall be kept clear of refuse and debris. 6. Arbor Tie or similar nylon tree strapping/guying material shall not be used in a way that will girdle tree trunks if left in place. GROUNDCOVER SPACING & QUANTITY PLANT SPACING PLANT SPACING MULTIPLIER (PLANTS PER SF) 12" 1.15 15" .74 18" .51 24" .29 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 T SECTION TREE PLANTING AT LANDSCAPE TREE PLANTING DETAILS /4" = 11-DII e EQUAL EQUAL ROOTBALLm ROOTBALI REMOVE CONTAINER AND LIGHTLY SCARIFY SOIL TO LOOSEN ANY ROOT BINDING JUTE NETTING REQUIRED WHERE SLOPE>_ 2:1 EQUALSPACING PER PLANS EQUAL SPACING PER PLANS EQUALSPACING I EQUALSPACING PER PLANS PER PLANS SHRUBS PLUMB uuunnn;nnlllllunnnnnw I> ' - iilF /iIF iilF�ll� ._ . � I � I) II ••• � � - . I,II ,��I�� t �*` ',� • IIIIIIIIIIIIIIIIIIIIIIII��IIUIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIII�I'I�illlllllllllllllll�lllllllllllllllllllllllll��l6 c� 0 e N IIIII"I�IIII�IIIIIIIIIIII a . , , IIII , , . e. ��/n/v�7`auy'A.�9�,'�S,.�.'ii�°�i`'' Emil lwk� .�e.W�a roP.i>a�sio iwoiya1i.Aua ''��I�I I�II.III.I%/I//I/ I%I/1�1Ii///I/�/I/%II�II IIIIIIII I�I �I • � • ,:�,a�U�i�ac,�.,wO� � �ra,� i,�Ts,Oco��A' �. EQUALQ i EQUALQ SHRUB PLANTING ON A SLOPE SHRUB PLANTING DETAILS 1/2" = 1r-0" (3) 2" SQ. x T WOOD STAKES, EQUALSPACING (SETINSIDE SOIL SAUCER) ROOTBALL, SIZE VARIES WITH TREE CALIPER TREE GUYING, 'ARBORTIE' BY'DEEPROOT' OR APPROVED EQUAL. SIZE AND STRENGTH TO MATCH SPECIFIED TREE. ATTACH PER MANUFACTURER SPECIFICATIONS SOIL SAUCER, COVER WITH MULCH ET 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 U 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 29. 3. WHERE TREE SPACING IS GREATER THAN 20', ROOT BARRIER CAN BE PLACED IN 20' SEGMENTS AND CENTERED ON THE TREE. PLAN 3" MULCH LAYER FINISHED GRADE 3" COMPACTED BACKFILL LAYER TO PREVENT SETTLING HORTICULTURAL SOIL LOOSEN TOP 4" OF FILL OR NATIVE SOIL FILL OR NATIVE SOIL ' SET TREE PLUMB (3) 2" SQ. x T WOOD STAKES, EQUAL SPACING (SET INSIDE SOIL SAUCER) ROOTBALL AND MULCH RING, SIZE VARIES WITH TREE CALIPER TREE GUYING,'ARBORTIE' BY 'DEEPROOT'OR APPROVED EQUAL SIZE AND STRENGTH TO MATCH SPECIFIED TREE ATTACH PER MANUFACTURER SPECIFICATIONS I d -o O JF oQ �o e n I B D a 4" MULCH LAYER OVER D I EMOVE EXCESS BURLAP WITHOUT EXPOSED PORTION OF ROOTBALL DISTURBING ROOTBALL, EXPOSE A �•J ° MINIMUM TOP 2" OF ROOTBALL HORTICULTURAL SOIL c (b 1 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 BACKFILL 6" COMPACTED FILL LAYER TO PREVENT SETTLING LOOSEN FILL OR NATIVE SOIL, REMOVE IMPERVIOUS DEBRIS FILL OR NATIVE SOIL I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!!I!Illlllliui!!i!i!: 11'y `ecD�cec2 CaE Il a2e aFS`p �`�c C9` :213"i'ai`ii►rfi,A� SOIL PREPARATION - PLANTING BEDS f SOIL PREPARATION TURF GRASS SOIL PREPARATION DETAILS �n = 1r-OLr SECTION TREE PLANTING AT LAWN 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 EQUAL I EQUAL ROOTBALL� ROOTBALL ROOT BARRIER REQUIRED SEE SCHEDULE rna saenun 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 3" MULCH LAYER REMOVE EXCESS BURLAP WITHOUT DISTURBING ROOTBALL, EXPOSE A MINIMUM TOP 2" OF ROOTBALL TURF GRASS, HOLD BACK 18" AROUND TREE _ TURF SOIL PROFILE, SEE STANDARD DETAIL o FINISHED GRADE BACKFILL / 6" COMPACTED FILL LAYER IIII TO PREVENT SETTLING OOSEN FILL OR NATIVE SOIL, - REMOVE IMPERVIOUS DEBRIS LOOSEN FILL OR NATIVE SOIL, (DILL REMOVE IMPERVIOUS DEBRIS OR NATIVE SOIL 1 EQUALQ EQUAL ROOTBALL ROOTBALL a 3" COMPACTED BACKFILL LAYER TO PREVENT SETTLING HORTICULTURAL SOIL LOOSEN TOP 4" OF FILL OR NATIVE SOIL FILL OR NATIVE SOIL SET TREE PLUMB {3) 2" SQ. x T WOOD STAKES, EQUAL SPACING SET INSIDE SOIL SAUCER SOIL SAUCER, COVER WITH MULCH ROOTBALL, SIZE VARIES WITH TREE CALIPER TREE GUYING, 'ARBORTIE' BY'DEEPROOT' OR APPROVED EQUAL SIZE AND STRENGTH TO MATCH SPECIFIED TREE ATTACH PER MANUFACTURER SPECIFICATIONS GRADUAL SLOPE TRANSITION TO GRADE COVER WITH 3" MULCH LAYER, PLANT PER PLANS L� MINIMUM EQUAL EQUAL TRANSITION SOIL SAUCER SECTION ROOTBALL0 ROOTBALLE TREE PLANTING ON A SLOPE SET GROUND COVER IN STAGGERED ROWS AT SPECIFIED SPACING, MULCH ENTIRE BED WITH 3" DEPTH MULCH MULCH SOIL PROFILE PER DETAIL Et NOTES: LOOSEN PRIOR TO PLACEMENT 1. SEE PLANTING PLANS FOR SHRUB AND OF PLANTING SOIL MIX GROUNDCOVER, GRASS, AND PERENNIAL PLANTING GROUNDCOVER DETAILS Y4" = V-OLr GROUNDCOVER BED AREAS. 2. ROWS SHALL BE STRAIGHT AND PARALLEL. 3. SEE PLANTING SCHEDULE FOR GROUNDCOVER SPACING AND QUANTITIES. SHRUB & GROUNDCOVER SPACING 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 6" COMPACTED FILL LAYER TO PREVENT SETTLING JUTE NETTING REQUIRED WHERE SLOPE>_ 2:1 FINISHED GRADE #10RTICULTURAL SOIL OR NATIVE SOIL STAGGERED ROWS THROUGHOUTBED TYPICAL ON CENTER DIMENSION AS SHOWN ON PLANT LIST T 15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 WatkinsvIDe, GA 30677 P: 770.725.1200 F: 770.725.1204 w .carterengineering.net V / Z J Q Z 1 IY Z> Ww J Z 5 J WLU N O O O IY v 1 O W >LU J W Z v `W J J LU 0 O O W `-I N V 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: LANDSCAPE DETAILS SHEET NUMBER: 13 PROJECT NUMBER: 19016W4D DATE: 04/15/21 VAC EQUIPMENT BASIC-2 CarWash Controls W/ Gate & LPR Configuration by G.C. 11, 25' .I' 8' t - 10' 4'-7" - 0 4 ro iJ I I yN 1 I i G� I oz 0 I a I 27" g^ W 4' to 9" LPR VEHICLE DETECTOR- - - - - - - - - - 6, 25' AUTO ENTRY AND GATE EXAMPLE 1 40--. VAC EQUIPMENT Notes: 1)- Face of Sonny's -PS 4" from curb edge. 2)- Face of Gate 18" from curb edge. 9)- RFID should be 12" from curb edge. 4)-Curb should be 6" in height. 5)- Curb should have bollards (04"X96" A.F.F.) at both ends to protect hardware. 6)- Sonny's -PS and gate should be no less than 9' and should not exceed 10'. 7)- lanes between curbs should be no less than 9' (recommended) and should -4, 1 not exceed 12' I p, W d 8)- mope provided by E- Q W j Carwash Controls .7 P4 U 0 Installation by C.C. W Z zw AUTO ENTRY AND GATE EXAMPLE AUTO ENTRY AND GATE EXAMPLE AUTO ENTRY AND GATE EXAMPLE CANOPY EXAMPLE AND VAC EQUIPMENT T DAT(I 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 QQ J z LU J z �N J LU LU F- Of �O 0 J a x O LU U LU J W F LU r) U /J J J LU C] _ Cr LU 0 0 N V 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EQUIPMENT SAMPLES SHEET NUMBER: 14 PROJECT NUMBER: 19016W4D DATE: 04/15/21 II I` I I II II I I II II I I II I Q r O z w •1 II `\ I U z w to _ __ �,- __ ______ ___ __ _ ______________.____ I.I_ Q z ~ z ------ ----------------- ----------- -- ---- -- — -- z z z H ry`I J W W O W m U b9 jz 0 0 W O a Z O= U U p U J i p U m = F w w Q w aC U Y u o o g o z p V w z p p ,n p O p w O p a a a> a U a LL co CO Z \ N \ \ \ \ \ N w O p O O O O O O ci M Cc O N M OC EQUIPMENT PLAN NOTE: ALL EQUIPMENT LOCATED WITHIN THE BUILDING T 15.21 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 ww xarterengineenng.net z ww J z >Ln J > w �LU O CL �oCC, v o W >LU J W z Q v `LU J J W Q _ CY LU N 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" MOL ROUND BASE SITE LIGHTING POLE BASE SCALE: NOT TO SCALE OA r POLE. ITECT PRIOR' 71, I,i—Tr / 0-1 I f— x'= xu xu �• _'• t= r �^ x" � I I�r^ =u *'= as r r• '� / BQ. t• x°° xs• r r' �^ P x z° x== _'_ ' * r' x,. x'ABG _' HANDHLE O �' � x x°• r A �^ r= �� �= x �' t• x", BE HEAVY --ON, AND VER.SEE x. ' f l a' x r x" _°• NUMBER AND y r ,7 r �.1 x r6 s r e. x•= _ r= _ x°' r * x x x x 'P IF e, r� — 3. SPLICES t„° x r a• ex" r° �a x•= a' P e' r• �Z° x x x x x r e^ : — AB Q o A > S} a r r a= rs * r' * + ::• x`O x"' 11 x" x xx> x" t' *`• x,., .'° x„ xB° OBL *'= x•' e. x1O NOTE: SUBMIT SIGNED AND 2. r 2. x" x== .1' .1' ra �' e' � r' ' '• x- r= �= x x= r e. T SEALED STRUCTURAL ABQ CALCULATIONS FOR POLE a°r r' ' r r• ' z= r r r �•_ ASSEMBLY FOR 130MPH WIND ZONE PER ASCE 7-05. SEE SPECIFICATIONS. r • e. , F. * * x F. r= r r, e. e e * r^ �° e' e x•1 F. * t' e• f { NOTE: POLE BASE STRUCTURAL DESIGN BY OTHERS.`+1. � 'e' P �' 'P P *" e e• X- ''n * P r° le` 'P 'P e. '' 1° t' r P e" F. e e° r � — x r° �^ r= a= r° ° __-' x x x x•= t° �^ ,r° r= r x,. e' r e r' x x 'P : ° 1P r= > + ?' t' x`• �' >°•' >a•' 1' x" x=• x'u x : . x x'• x" �' t' x°i t° x" x4° x•' xu : x x x 2. >•' x'-• x" 09 rs r — — r + aA r + , + +3A 411 + + + , + +71+ + , WA WA +71 WA t W+ + x xu �•+911 WA WA WA 30' BUILDIN fthh C WA WA WA WA , 4p + + + + + +' + + + + +1,+ + + + + + + , + + + r= a + LIGHTING FIXTURE SCHEDULE LAMPS BALLAST/DRIVER MANUFACTURER TOTAL TYPE DESCRIPTION &CATALOG NO. VOLT -AMPS VOLT NO. 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,-0" 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" = T-O" 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 THOMAS E. MORGAN, JR. ARCHITECT =a, 11 + 423 FISCHER TRAIL x- 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 DESCRIPTION 08. 1820 COLORED ELEVATIONS SUBMITTAL DRAWN BY: MTC CHK'D BY: SWL PROJECT TITLE: SAVANT Engineering, LLC 5064 Roswell Road, Suite D-301 Sandy Springs GA 30342 770.319.7400 Project 20147 02020 -PPTI PICATF NIP AT ITHOP17 A TIl1N OMA.R I 2 >Q Q _ N� L L1. J U > U) cn w U) L W �// LL O 0- J X 0� W Q ,;I- U SHEET TITLE: ELECTRICAL PHOTOMETRICS PLAN PROJECT NO: 19066 E100B ARCHITECT OF RECORD: Prepare Al Prepared By. Date: Scottsdale° Legacy (CRUS) LED Canopy Luminaire E c@u3 IP66 MINVIOU wm Lumen Package 5,000-22,000 Wattage Range 38-152 Efficacy Range (LPw) 114 -156 Weight Ibs(kg) 23 (10.4) FEATURES & SPECIFICATIONS QUICK LINKS Project: Type: Ordering Guide Performance Photometrics Dimensions Construction Category C Low operation (per ANSI/IEEE penetration consists of a 4" hole, • Features a ultra -slim 11/16" profile die-cast C624L2) is standard. simplifying installation and water sealing. housing, with flat clear tempered glass lens. • Driver components are fully encased in Unit is designed to quickly retrofit into existing Scottsdale (4") hole as well as Unit is water-resistant, sealed and IP66 potting for moisture resistance. Complies openings for Encore and Encore Top Access rated. Integral designed heat sink does not with IEC and FCC standards. 0-10 V and to reconnect wiring for the SC/ECTA 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 existing Encores as well as kits for recessed and 2x2 with LSrs DuraGrip' polyester powder coat driver/electrical enclosure is elevated installations (see separate spec sheets). process. Dural withstands extreme above canopy deck to prevent water entry, "knock Support brackets are provided standard, to weather changes without cracking or provide easy -out" connection of prevent sagging of deck. peeling. primary wiring and acts as the primary • Luminaire assembly incorporates a pressure heatsink ensuring cool operation of Internal Warranty stabilizing vent breather to prevent seal components for longer life. Seals to optical housing via one-piece molded silicone ° LSI LED fixtures carry a 5-year warranty fatigue and failure. gasket. (contact your LSI representative for Optical System extended warranty options.) • 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; 30001 HZ input. • UL and ETL listed to UL 1598, UL 8750 4000K, 5000K color temperature, 80 CRI a -40'C to 55'C (-40'F to 131'F) ambient and other U.S. and International safety (nominal). o gratin temperature. Varies based on operating P C standards. Suitable for wet locations. • 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 • Six Lumen Packages: 5,000, 9,000,10,000, depending upon the ambient temperature Qualified Products List wew,designlights. or OPL to Confirm whisch versions are 9/ 13,000, 18,000 and 22,000 Lumens. of the installation location (see qualified. Electrical performance data for specifics.) Hazardous Location • Meets Buy American Act requirements. • High performance factory programmable IDA compliant with 3000K or lower 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 Cl 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. • Additional field replaceable 1OkV surge ° One -person installation. protection device that meets a minimum • Installs in a 12" or 16" deck pan. Deck LSI InduMri" Ina 10000 Alliance Rd. Cincinnati, ON 45242 • www,lsic M.mm (513) 372-3200 • ®2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Tvpa - Scottsdale` Legacy LED Canopy Luminaire (CRUS) ORDERING GUIDE Back to °nick Links moRDER Eximpue CRUS SC LED SS 50 UE WHT Prefix DlsMbuSan Light So= Drive Current Color Temp Input VDRBgB Finish Option CRUS-LED Canopy SC-Symnmfdc LED SLW-Super Low Watr 50-5,000K UE- Universal WHT-White H6-f1Yff, W 119TBtA4bII LumiMm AC -Asymmetric VLW-Very Low Waft 40-4,000K Voltage (128 Met-BrM7a LW -Low Waft 30-3,000K 0 -Black M-SugerSaver HV -H' HO - High Output 347-48DV VH0-Very High Output CuMm lumm Padmgee FOOTNOTES: 1. AC dimdbu w udlizea a reRetta which allows the look hen a s aM aC bestribution. 3. Curam lumen and wattage packages avaiMnle coneuRfactgry. Valdes am within industry anon Mther- 2. Notavellableon SLw awes but not DLC listed Accessory Ordering Information (Accessories are field installed) Description star Numbu Onuiptim OrAMMumOer RmmAtPan rs-EC/ECTA/ III to CRUS, Re I$ -Dark Panty 525 M RelroN RIC Carer Panel Mnk(m hobs) 954702 RmmAtPaneb-ECTA/SCF WCRU6.brt2°Dank Pants 530MI M-Ho We Plugs and Slllmne(monh Can m )' 1320540 Meet W Or NOW BMnk(n0 MI.) %1M2 PERFORMANCE 1-Cbnabkm(25)7M'NW plugs, (100)5,15° hole plugs and (1) tube of RN Back to Quick Links DELIVERED LUMENS UOYK Gat /OOOX OCT MMK Car Wmen ReMle OIMIMon DMinmd Wme. Eukag MG Rmue 0.1mmd Lament Mm BM Rming all"w LUM. Fmm MGM,, WdkOe Y 21301 140 84-Ill 21M 144 B4V0-G2 M07 150 M-1.11 VHO AC 17355 114 B3-u0G3 11799 117 B&LAI 18502 122 03-U0-G3 152 SC 178M 143 Sol183U tU Sell 19071 152 Bull NO AC 14582 116 83-UOG2 14M 119 MO-62 15MB 124 B3UOG2 1n GC 13113 tat 83-uOGt 13449 1441 e5-0061 13980 150 M-UO-G1 AC 11488 123 B3-UOG2 11761 in B3-UOG2 12228 131 B3-UO-G2 99 SO 10457 14 M-UOGi ion NO BaUOGt 11148 154 Bigh"i LW AS 9145 In 82-11 am in BTUOG2 9]U 134 BTIMI 73 SC 8783 He S3-U0G1 9008 tU 53WLt B3M as M-u -Ol VW AG TM1 IV 82-110G1 7878 131 B2410-01 aim 188 Baram 60 SG Ell 1U M-tal 5728 led M-M61 5954 1M Sal38 AC 48M 120 et-UD81 MM 131 M-UOfi1 S ao 138 B1-UD01 'LEDs are hegmMly updated therefore wlu. are rrominal. ELECTRICAL DATA (MPS) ) Lumm� PU". Weuste I= Buy 2M ZnV Mast Only we 152 1.27 0.73 0.6/ 055 0.4 OR NO 124 1.03 0..6 052 OAS am 028 as 92 0.77 OM 038 OAS 027 0.19 LW 72 0.6 035 0.3 0.26 0.21 0.15 VWI M 0.5 0.29 0.25 on 0.17 0.13 SLW 38 032 0.18 0.16 0.14 0.11 0.0 'Electrical tlMa a[TX (T]F). ACNalwattagem Cftrby*/-101i, OPERATING TEMPERATURE WMNM E mums IY W0 MelaWdom Ca.W I 45C HC McMO c..w 45C SS Mmm.M2aodU.W Me Recommended Lumen Maintenance' CRUS VHO MnMe TempC IRNMI1 25ibra mute ]Mh„ l mhrr OC 102% 97% 92% M% M% ISO 102% 97% 92% 88% M% Tea lQue, 97% 92% M% M% 25C 1O2% 97% 92% 88% M% 300 102% 97% 92% M% M% dOC 101% 95% m% 85% M% so 101% 94% 89% M% 78% Recommended Lumen MalmenanW CRUS SS Mnbi.m per InNr1e OMbre mite loth,- 10ah,- OC 102% 97% 92% M% M% loc its% 97% 92% 88% MT.. 20 C 102% 97% 92% M% M% 25 C IN% 97% 92% 80% M% 30 C 102% 97% 111 M% M% 40 C tax. 97% 92% M% M% 50C 101% 0% 91% M% 82% FOOTNOTEM: time durations that are within six Wm. MO the IESNA LM-11(tCIR Waal cost d4 m(in hours) for the 1-Wmenmaimmnansevaluesm25'Camciculated Per TM-21ba mLMEOdamaM gato device under testing (OUT) I.e. the packaged LED). lumi.iretesnrg. 3 - In accordance with IESNA TM-21-ll, Calculated! Voila. mpreaent time duratiomtam euaetl Mxtim. 2- In Mattagmi with IESNA Inn ll, Prgetetl Values reconnect interpoM value based on NA LM-BO-OB total Not duration Can houm)far Me durica under tesnlg(DUT) i.e. the mcl gl IED). Page 2/4 Rev. 10/29/210 LSI Intlurtrias Ina. 10000 Alliance Rd. Cincinnati, OH 45242 • www.1sicoppcom SPSc.10z9.A.o42o I (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. TYPE AB - CANOPY LIGHTS Project Catalog IF ' 1 N Type Prepared by ®Notes Dale n1 11 4110vLlgts Y]aE:l MOO l R.all %L Prewll L"i��lllr� PRV / PRV-XL Prevail LED Area / Site Luminaire Typical Applications Outdoor • Parking Lots • Walkways • Roadways • Building Areas Interactive Menu Product Ca Tipr • Ordering Information pal i 1 UL t ItIMd _NR LISTED r�1 • Mounting Details pages • Optical Configurations pages Sv�EAR • Product Specifications page ! As Energy and Performance Data page4 Product Features As Control Options .gas ® ``m AS Quick Facts I .... caroaxw„ • Lumen packages range from 7,100-48,600 lumens (50W - 35OW) • Replaces 70W up to 1,000W HID equivalents • Efficacies up to 148 lumens per watt • Energy and maintenance savings up to 85%versus HID solutions • Standard universal quick mount arm with universal drill pattern Dimensional Details Prevall PM ll)L Deamml 39-5/B'ItIXl6mm1 d)COOPER Lighting Solutions la LIGHTING PMOOD01 EN Mel Mavch4.20203:lDPM rdering Information MPLE NUMBER: PRV-XL-C75-D-UNV-T4-SA-BZ Page Z/4 Plays 10/19/20 SPEC.102C.A.0420 Intranet Coal LM) 7,100 Nominal fumes 0=otmming(010V) Manue "sat ITT 7N) T2=Type ll SA=Semamwaystile Arm AP=Grey C26=(2 Uhl 13,100 Nmnlnel Wmena Mr=i T3=Typelll MA=Masi tam BZ=Monza CCU=(2 Ull 17,100 Nominal Wmens UO=48OV• A=Type IV WM•WaliM.RtAm BK=Black Col Me) 201 Nominal Wmena TS=Type V Die-cast Platinum CM=GmpM1ite Mmallk PW94-PmMI%L C75=(4 LM12fi,100 Nominal Lumens C1n=(4 31,Oa0 Nominal Wmms WX=WM1im LEDD C12i 41E0 Nomnal Lumen 41,100 C1M•61848,600 Nomnal Wmens C1Ja•6LE0 d8,600 Nominal lumens TM0=70 CRI / 3000K Cml PMM XX=WeiI Mount Kit' lOM=70 Call /SMOK Cme PRVMA.XX=MeM And Woman, Kit XM=House SMe SM1ieltl• PRVSA.n=SlaMBM Arm Mounting Kit UO.O hers Rmetetl 90°Lear p PRWLU.U-SmndaM Arm Mmnti Kit (faR it XL ro X '• - RM=1&V/ Rmetetl 9Pmght 1M=1dIV IDMUL1M9 Fused SONRotedive Device PRVXLWM-]OI=WE11 Mount Kit for Prmll ( q PRWLLN-M=Mast Kit far2'DO XL 1e IN ( ) HM-M'C High Ambient Temperama Two., Adapter MA10II-X%=Singleienon Atlaperbr34/R'OD. Tenn PER=NEMA SPIN Twistlock PM1otoconml Receptacle Emtnl-XX-2@180-Tenon Adapter for31/Y D.D. Telco PMT=NEMA 7 PIN MoMlock PhamwMml Receptacle MA1017.XX=Single Tenon Adapter br2a/8' D.D. Tenn WM-L12=lntegma d8enwforwmmingo walioAB'-l2MmMing HeigMaI MA101e-n-2@180°Tenon Adapler(or2NO-O.D.Temn WMM-MO=lntegrawd Smw for Dimming OmaW%IT- 30Mounting Height as NSIVE House Sitle Shieldcm M6 12=Integrated sensor ON/OFF O.mlm, 0'-12' Mmming Height it' yM-Fm=Veni.1 and shidd, FronVBack" M9 UO-Inmgmted sensor ON/OFF Dimming O.mlm, IT-30-Mounting Height a+ yM-SIDE=VaM.1 More shield Mde'a MMMM-L20=Motion Smear for ramming Operation, I-20'Mmrm. Most a'• pAIRUM3=PM1otmomrol SM1amnq CeP MSNIM-L40W-Mmkn Smear for Mmming Opwamn,2V-OR longerHeight a'• pa 1014=NEMA Phmw .l-120V MS-L20=Motion Smear forolli Category, 9'-2VMOuming Hei M/M1016=NEMAPhomcmWl-Mul*Tap10SaW Ma UwgWxxk S...rfar ONAFFOpemt�mg2*'-4'Mmnting WgM•" m 1201=NEMAPhot animl-MN 2Wcaves. e.bled 4flN Wglmk note de 07UM1037-NEMAPM1otq ni-480V ZW-SWPMU=WavrinKWife., Mn... T- 15' Mounting Haight 1'! to a ISHN-01=lnt.rakd Smw, Ro9,amming Re e M-SWP05M=WaarinXWiml.s&nsw.15'- M' Mounting Helgldxn•bn F91R-100=WImless Confgurflan Tml forOmpwq Bwwe MR-LW=WmaWNPro MmWsSmwg Mde Lens for 9'-IV MouMing Hall SnN Missouri WIWl s eww,Y- 15' M.MIng Helghasys" LWN-LN=LumaWN Pm Mrre.Mws Narrow Lena fix 16'-UMmnnng Halghi6'e MM.XX=We..Us. Wlreleas Senior. 16- AV Muur10ng Hal m'Rm (Er Ahle Beba)•WmenSole lntegmmd Newark Sewrirygnwa'aa MW.7P-1M=WaueLln Nestor Control Module OAK) KnBa t. MIA^GAnb Cvn'ntlWPqueIIAM.Relnmxww.anlgnllAM1nwp RWllfea Pmeu[Ia Llnunee, FamlF/Ywtleto, eelnll[. m eOKawlhleM nun anal utownArm denaAuuum Imu mr. IIMImr. Mclomamuatmaf^etwmiw[.ne olewnm.,wp5lamlfxk,eaemwdW mnrornmion. p Nq m p p ^P ItY pp p p ut pea 3.M a HbMe,e4Pom WWW,N A OnIYMrme MIM148wWpeMemew,HFGwfaww MlAuryroumeeeMema wpeeanW AmuMetlepleme a,mmergrounheeptem[ImmmoNyknWnw W Thee PM1ewTMeewa Beae,ineepNrt x M1lx oeluanamree PAwfumertreudm Btlu lame. b a w 1 6.Yaaeal[n a .tRmW weed. PouwbleaBnlelawlgMwhwllAiselM,Rmbna C60 lumenpe5age. .9d.S i.ld.1 MW 6. nplio^willmmOCOO I .P4,k z Mamuemecamart Inn.1wOan B. mJtruffs le In CIS Can. Canment is nowaAumlbm a.. amendoal Wa..crFW M1mttsad,wp4tle(PERa,Pm7l maintenance rysnmi(My ,MSP,ZWor MR). NiMasyswnlsnW 11, WIIIatlmWeMo Q11. 12. Yonder lm mhan balaw-2PCAl md(PINmq em betel& AM befimnbe^mMwace no WX.al. paneMe WAGPan and WPOFIPnin epp,oprieteawntitie•ash['ampniblewbA WarelmaeYnemadd rNMereantlrequi,naM[m 1P.Inalaerbity gmS.,Qluair more muscle, A N ro,mmwereh^. Ithaca^i^mrm.na^. ^6^bm Gimnnea ro, [a, moo aaw.tl cop Be). 1a. ItllConnaWw min(Wx,f mexl. t4. Wm.wen W emmrewlalwylnmNtlme,quba netw^rt[^mmiWne leap{MLIwRGw.t..ne lwF POEam apP,nprmew.mulea. sawwenem,Lum.wmPro wpnWwnmrmmm�m- um avelablemP Lys, Cl Th. 16,ntd.11aW.M Ua.ft L.m.a$,or U7V.MW..IHbne 17., Mlamlhme MN30V,Nw.orNAapione. ConwNlumen8nery4emp'oeuelmAW for eeeiti^nalaeMleadd compatibility Information l0. R MoNePMm erI Ow. ame,mpneput/L olds nsoAHein 2hand wlmg mmmMewaluding to IA 1a41[alenahlaatllueMa^mlwprame3enm,(NSP)pnmNe,sln^lueing high and I^wmoea, semlllvllY time it new delay cutoff and more, Consult your llgMlnp,ap•anmtlwnEaton for mwlmo,mNon. 21.. Rb ImMmAl.vel Bxow(M81 pabe)m heludinq M1igM1 antllowmadgaeneitiylry,lime tleley, [utatlentlmo,e Comultyom lighting rea'w^tNhee[FMon(wmaninlmmtlm aWW A Pa. 21. R[Ww WeMlnttnaxe44PINMbtlmk,mePladepW)oPnon. PP. WgiMFPIH NFMAMbtl[dtMblacamralneeplWa(Pfmlomiun ihewole-1 nnnorhewea lneanlunetionwuM1 otM1amonuolaxMens Dns,,neP,ZW ^rtWAI. ILumanSefe Imegrated Network Security Camem Technology Options (Add Bs Suffer) L=LumenSafe Technology D=Dame Camera C=Cellular CuMmw lnNalim SIM CW E=Ether.t NMWom'Ing A-Cellulap Factory InMelled AT&T MM Card w� mamMm S=Cellular,ac"lnMIIMSp WSMNMm Stock Order -in n PRW=Renll C15=1 LED) 7.1M Notion Wmens OWMtnlvmaal D2627N) 13=Typelll RASP/DIMA30=Integrated Sensor for Dimming Ope,atbN Maximum 30'MMAIM Helper an LEDs) 13,100 Nominal Wmens CU= 2 LEDs 17,100 Nominal Wmens MT=317Vx 14=Type IV CM• 2 Lma 20,000 Nominal Lumens PROS-XL=Fremil A. Carl LEO 26,100 Nominal Lumens CIM=(4 Nominal Lumens a125•l(14LE0 36,Ooff Nominal Lumens �31,Om Cl fi LED 4B,6m Nominal Lumens Tim c uinmkeomgmeamma Us lN,wemaudah.alanNM rebeme moumin9a.m. z cul or cut 1 Wymllehleln PRw[onfipmnbne Cls,Cxs,Gan Cho. management j`f)COOPER Lighting Solutions l^+ MaWhA2003:P0P2 Ial LIGHTING TYPE OA, OB, OC SITE LIGHTING DESCRIPTION The plrterdad Lumark Crmmour- LED Well Pack Series of luminaries provides an arohiteeturel style with super bright, energy efficient LEDs. The low -profile, rugged die -wort aluminum construction, universal back box, Stainless steel hardware along with a sealed and Designed optical compartment make the Cm8 our impervious to Contaminants. The Crosmour wall luminaires is ideal for waRtsudace, inverted mount for fagade/wnopy illumination, posWollard, site lighting, floodlight and low level pathway illumination including Moira. Typical applications include building entraneea, multi -use facilities, apartment buildings, institutions, schools, stairways and loading docks out. SPECIFICATION FEATURES Construction Optimal electrical wiring compartment. Slim, loexprofle LED design Silicone sealed optical LED Integral LED electronic driver with rugged one-piece, die-cast chamber incorporates a custom incorporates surge protection. 120. aluminum hinged removable door engineered mirrored anodized 277V 50/60Hz or 347VWHIT models. and back box. Matching housing reflector providing high -efficiency styles incorporate both a small illumination. Optical assembly Finish and medium design. The small includes impact -resistant CmWour is protected with a housing is available in 12W, 18W tempered glass and meets IESNA Super durable TGIC carbon and 26W. The medium housing requirements forfull cutoff bronze or summit white polyester is available in the saw model. compliance. Available in seven powder Coat pain. Super durable Patented secure lock hinge feature lumen packages; 5000K, 4000K and TGIC powder coat paint finishes allows for safe and easy too Anne 3000K OCT. 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. threaded Conduit entry points. The die-cast housing for optimal heat universal back box supports both sinking LED thermal management Warranty the small and medium forms and system incorporates both Five-yearwarmmV. an untstostandard3-1/2"too" conduction and natural Convection round and octagonal, 4"square, to transfer heat rapidly away from single gang and masonry junction the LED sour". 12W, 18W, 26W boxes. Key hole gasket allows and 38W series operate in -40-C to for adaptation to junction box or 40-C I40-Fto 104°Fl. High ambient wall. External fin design extracts 50°C models available. Crosstour heat from the fixture surface, One- luminaires maintain greater than piece silicone gasket seals door 89% of initial lightoutput after and back box. Minimum 5" wide 72,000 hours of operation. Three polefor site lighting application, half -Inch NPTthreaded Condult Not recommended for ear wash entry points allow forthru-branch applications. wiring. Back box is an authorized DIMENSIONS ESCUTCHEON PLATES � IIIIIIIII 111111111 IIII IIII IBI la BI m i-1 BI m IB al I �1 �111 �11111� 4• E:T•N Pm'wa�a eaeemW^.wwwa Mounting Details Pole Mount Arm (PRV) Wall Mount (PRV) �O B' Y1/8' 12mm M1hetmml na4rm,l Pole Mouth Ann (PRV-XL) Wall Mount (PRV-XL) Mast Arm Mount (PRV) Mast Arm Mount (PRV-XL) I'f 3 0.0.nal IPI-01=1 `n53mm1-1 Lhmm1J L� IID9mm Mounting Configurations and EPAs NOW: For 2 My mounted at 90•, requires minimum 3-squareI IWnd pole fortlnae[Wranw Fiat 2PRV-Y1'e mounted an w°, required minimum T alum onound pole for fixture clenanm. Customer Is responelble for eeingumm melryb to CMnm Wk and Into mmpatmlley for applications. www aea�gmignmorq Lumark XTOR CROSSTOUR LED APPLICATIONS: WALL/SURFACE POST/BOLLARD LOW LEVEL FLOODLIGHT INVERTED SITE LIGHTING r CERTIFICATION DATA UUCULwm Wamion timed LM791 LMM Compliant ROHSCcmplknt ADACompliant NOM Complian Modal• IPm Ingme d Promotion Rated Title 24 compliant NsignUOM1m Conaoalum• Omlined• TECHNICAL DATA U°C M.Imum Ambtern Tamparwum Emerml Supply Wiring We Minimum EPA Etta.1'rve amie[led Am (Sq. Put XTOR1B,XTm ,X"Mn .M XTOR4 .45 SHIPPING DATA: 37-5 25 Ims, Nm Wmann n.7-2.4 kga.l TD5140IMN 2017-(U451221:58 XTOR CROSSTOWN LED POWER AND LUMENS BY FIXTURE Lap lntamago^ X7ana X lR w HLY XTaMi XMncw X7ogzay X B )rm w X7 y XIaMB XMMaw =ro y ptlNstl Learn 'Ate 1,398 IM7 2,t35 ii Too 1SID 2,751 2,710 WE 4XM 4.206 3pn6 (MR Mkw.) DrNwea U .m M'IN Fbatl 1.OM 9M ON 1ASS 1A72 1.399 TAM zm LING %in 3,121 ZEN 14 cam MO' aU.G.BWMe Bl-U0.G0 Bt-U0.G0 Bt-UOfiO t-UOGO Bt-U0.G0 Bt-UOGO 91-U0.G0 Bt-U0.G0 B1L04'0 B3-U0.G0 83LOG0 B2-U0.G0 COf OMhbll 6AM U00 3,0W 61000 4A00 SAW 61000 000 3,OM 61000 6000 3,000 Oe f6nbr MlmMna bd.l 70 To 70 70 To 70 TO IS 70 70 70 70 Power Cwwmptlw ayatml 12w ION 12W teed taw am MOO` New 2BW seed 386V 98W NGIF811ntl,,,W MJ4 We raor.Pa.IAG. Min eoae,Mvppll�b I�Aeliei,u'^A. LUMEN MAINTENANCE AmbNm Amprnxo• "Man Wme Maimmanro (72,000 Hours) Tbcnrkel L]0 (Moore) X is Medm 2fiC >90% Pfi6A00 amc >emA 234,000 we asa99 215Ao0 xmlm Metl 2VC >M% 2OA00 4mc >es% z1z,DDD Svc ii IM,DOO XTORWMotlm 26°L >89% 2UAoo 40•C >BB% 212400 5mL >87% 1M,000 x1oaM Moor 26•C >M% 222A00 amC >O7% INA00 awe I >gJ% loge 0 CURRENT DRAW M wsM Wsea• x7axia X1OMB X76 X7 7 _TM__ o.lo3A O.I&A p.ago aa4A 2MV o.OMA Sunday 0.1130, 0a7A stay 0.6 0.MH 0.11A O.t]A 2TIV 0.4 0,07A SAM SAM SAW 0.3 0.08A 0.O O.t2A -0 10 TO 3D 40 M M TO M 90 1" Hours(TMuwnde) We - ANT - 2VC - matxk 6 ns nwwr Agent - • Paamw City. GA3xxre SrrecifimriWnsaM R,un.. amrxs HbddMCe P:7]DLaiama bMnA menm wMamairwtire. TYPE WA - WALL SCONCE LIGHTING - BUILDING Versatile Mount System Andy Wall haunt EPA EPAl 'pw„sxt) 225 3(PRV-% EA113a .12 EPA (P L EPA2.52(PM R/-X4L)° 1IFIPI�IIA�IfII21II Optical Configurations PRVC15 PRV-C2 M/cop M-ML WC100]C125 PRV-X4CtM 75 (7,IWNomirmium s) (26'100/31,000136,300 Nominal Wmens) (41,100/U,600 Nominal Wm..) om Ninal Wme.) 11 1111M 0 G ' moo 4 moo Product Specifications Construction • Class 1 electronic drivers have expected life of Finish • Single -piece diecast aluminum housing 100,000 hours with el%failure rate • Five -stage super Told Polynesian, powder coat • Tethered diem aluminum door • 010V dimming driver is slandard with leads paint, 2.5 mil nominal thickness erd mat to the fixture Optics Shipping Data • Dark Sky Approved (3000K CCT and wanner only) Mounting a Prevail:20lbs.(9.09kgs.) • Precision molded polyearbonate optics Versatile, patented, Standard mount arm Prevail XL 45IS& (20.41 kge) accommodates multiple drill patterns ranging from Electrical 1-1/2'to 4-7/8' • -00°C minimum operating temperature • A knackrout on the standard mounting arm enables a 40°Cmaximumoperatingtempemture round Dole mounding • >.9 powerfactor • Prevail: 3G vib2tion rated • e20%totalhatmonicdistortion rated • Prevail XL MastArm:Arm • Prevail XL Standard Arm: 1.SG vibration rated p 1.5G ib V'll (0 COOPER Lighting solutions, LIGHTING PSSOOD 121 pap•3 Mamh4,20203:10 PM 20I]0]-351221:59 THOMAS E. MORGAN, JR- ARCHTI'ECT 423 FISCITER 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 ISSUES/REVISIONS DATE I DESCMPTION 3,18.20 COLORED ELEVATIONS 5UBMITTAL I .20.20 ARB COMMENTS ARB-2020-35 1.1 1.201 ARB COMMENTS AR3-2020-35 DRAWN BY: CP1K'D BY: PROJECT TITLE: i `J< / W J U 1//^ rn U) %./ ! LU U �O X w Q all U SHEET TITLE: EXTERIOR LIGHTING CUT SHEETS PROJECT NO: 19066 1