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HomeMy WebLinkAboutSDP202000021 Plan - Revision Final Site Plan and Comps. 2021-01-13CONSTRUCTION NOTES: 1. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE PROJECT, READY TO USE, AND ALL ITEMS NECESSARY FOR A COMPLETE AND WORKABLE JOB SHALL BE FURNISHED AND INSTALLED. ANY DISCREPANCY SHALL BE IMMEDIATELY REPORTED TO THE OWNER OR HIS REPRESENTATIVE. 2. NOTIFY THE INSPECTOR OF THE LOCAL GOVERNING AUTHORITY 24 HOURS BEFORE EVERY PHASE OF CONSTRUCTION. 3. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR, AT HIS EXPENSE, UNLESS ALREADY OBTAINED BY THE OWNER. 4. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL UNDERGROUND UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBING CURBING, PAVING, AND ALL OTHER UTILITIES. 5. THE EXISTING UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE DRAWINGS. THE UTILITIES SHOWN ARE THOSE LOCATED BY THE SURVEYOR OF RECORD. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATION OF THE UTILITIES SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF WORK. ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 6. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT PRIOR CONSENT OF THE ENGINEER AND THE MUNICIPALITY MAY CAUSE FOR THE WORK TO BE UNACCEPTABLE. 7. ALL MATERIALS SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS ARE AUTHORIZED BY THE OWNER. 8. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AROUND THE WORK AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION. 9. ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNER TO THE ENTIRE SATISFACTION OF THE OWNER, AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 10. THE CONTRACTOR SHALL PROVIDE SHEETING AND SHORING FOR ALL TRENCH CONSTRUCTION IN ACCORDANCE WITH OSHA GUIDELINES. 11. ALL PIPE LENGTHS SHOWN ARE TO THE CENTERLINE OF THE STRUCTURES UNLESS SPECIFICALLY NOTED. 12. PIPES (STORM AND SANITARY SEWER) SHALL BE LAID ON SMOOTH, CONTINUOUS GRADES WITH NO VISIBLE BENDS AT THE JOINTS. 13. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUM REQUIRED FOR RELATIVELY DRY STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE REQUIRED FOR ROCK TRENCHES TO PROVIDE SUCH ADDITIONAL BEDDING AS REQUIRED TO PROPERLY CONSTRUCT WORK. 14. ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE METAL RING AND COVER FOR ACCESS. 15. ALL ANGLES SHOWN ARE 90 DEGREES UNLESS SHOWN OTHERWISE. 16. ALL GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL VERIFY DIMENSIONS, GRADES, AND EXISTING ELEVATIONS PRIOR TO CONSTRUCTION. 17. CONCRETE CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS SHOWN ON PLANS. MATERIALS, EQUIPMENT, METHODS OF CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO STATE D.O.T. STANDARD SPECIFICATIONS. 18. ALL CONCRETE SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AFTER 28 DAYS, WITH A MAXIMUM SLUMP OF FOUR (4) INCHES, UNLESS SPECIFIED OTHERWISE. 19. ALL EXPOSED CONCRETE SHALL HAVE A FINE HAIR BROOMED FINISH. 20. PARKING AND DRIVEWAY BASE COURSE AND ASPHALTIC CONCRETE SURFACE AND PRIME MATERIALS, EQUIPMENT, METHODS FOR CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO STATE D.O.T. STANDARD SPECIFICATIONS. 21. CONTRACTOR TO FIELD VERIFY ALL STORM, SANITARY, WATER AND OTHER UTILITIES LOCATIONS AND INVERTS PRIOR TO INSTALLATION OF ANY UTILITIES. NOTIFY ENGINEER PRIOR TO PROCEEDING WITH ANY WORK IF DISCREPANCIES FOUND. 22. THE USE OF CONCRETE THRUST BLOCKS FOR THE INSTALLATION OF WATER MAINS IS STRICTLY PROHIBITED. PRESSURE PIPE FITTINGS AND OTHER ITEMS REQUIRING RESTRAINT SHALL BE RESTRAINED USING METHODS SPECIFIED IN SECTION 3.8 OF THE CITY'S TECHNICAL STANDARD SPECIFICATIONS. THE PREFERRED METHOD OF RESTRAINT IS THROUGH THE USE OF "MEGA -LUGS" OR "MJR" DEVICES. 23. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. WATERSHED NOTE: THE PROPERTY IS LOCATED IN THE IN THE SOUTH FORK RIVANNA WATERSHED WHICH IS NOT A WATER SUPPLY WATERSHED, HOWEVER THIS INFORMATION MUST BE NOTED ON THE PLAN. 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 AIRS DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION SITE DEVELOPMENT PLANS FOR W4 DEVELOPMENT CAR WASH SITE PLAN NUMBER: SDP202000021 CLIENT W4 DEVELOPMENT PROJECT LOCATION 2100 RIO HILL CENTER CHARLOTTESVILLE, ALBEMARLE COUNTY VI RG I N IA 22901 TAX MAP AND PARCEL NUMBER: 04500-00-00-093CO INITIAL SITE PLAN NUMBER: SDP201900052 VSMP PLAN # WP0201900067 RIO MAGISTERIAL DISTRICT JAN UARY 30, 2020 n- .1 l f B IOB • n1arE .}➢ 9'11P Q./ \, 10 � per; �32: ' sn�oe= n.nc �:v, f,/ n�nec\,.^VV•\°pf 5 Jo: ° � e. ° nvr sp.k a.,e •.,nc ne�.Q�med 3 Bm y • , m Np8 j ssB,-nrw - �lQBy 1. •\ Ir Ili Sc 3� O�IxY,f ' c, .nil 9 y oye��4aA ° ? 'SNALaI„eW b a. x. b �b. e i ImMl1M[rA ](�Jbj. `Y b. b v J � ' � •n\ A.iN�ylOr y.� 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 PHASE 1 EROSION CONTROL PLAN 6.1 PHASE 2 EROSION CONTROL PLAN 7 EROSION CONTROL DETAILS 8 STORMWATER CALCULATIONS AND PROFILES 9 STANDARD DETAILS 9.1 STANDARD DETAILS 10 ADA ACCESS PLAN 11 ADA DETAILS 12 LANDSCAPE PLAN 13 LANDSCAPE DETAILS 14 EQUIPMENT SAMPLES 14.1 EQUIPMENT SAMPLES E100B OUTDOOR LIGHTING PLAN LIGHTING CUT SHEETS REVISION BLOCK REV. NO. DATE DESCRIPTION 1 07/05/19 ARCHITECTURAL REVIEW BOARD SUBMITTAL 2 08/21/19 SITE DEVELOPMENT PLAN REVIEW 3 11/11/19 VSMP/WPO COMMENTS 4 12/16/19 ADDRESS COMMENTS 5 01/21/20 VSMP ADDRESS COMMENTS 6 01/30/20 ARCHITECTURAL ADDRESS COMMENTS 7 06/22/20 ADDRESS COMMENTS 8 01/06/21 ADDRESS COMMENTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road Suite 2000 Watkinsville, GA 30677 P:770-725-1200F: 770-725-1204www.carterengineering.net OMES,'JTER DATE: 1.30.20 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' DEMOLITION NOTES: 1. THE LOCATIONS OF ALL EXISTING FACILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ON SITE LOCATIONS OF EXISTING UTILITIES. 2. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION AND EQUIPMENT REQUIRED FOR THE ORDERLY DEMOLITION AND REMOVAL OF EXISTING CURB AND SIGNS AS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. A. DEMOLITION AND REMOVAL OF EXISTING ON SITE ASPHALT, CONCRETE PAVING, AND CURBING TO DEMOLITION LINE SHOWN. 3. ALL EXISTING CURB AND SIGNS INDICATED ON THE DRAWINGS TO BE REMOVED SHALL BE DEMOLISHED AND REMOVED BY THE CONTRACTOR. REMOVE NO STRUCTURE SUBSTANTIALLY AS A WHOLE. DEMOLISH COMPLETELY ON THE PREMISES. 4. ALL EXISTING SEWERS PIPING UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFYEXISTING 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. 8. 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 CONSTRUCrING OR REMOVING BOX CULVERTS, PIPE, INLETS, MANHOLES, APPURTENANCES, FACILITIES OR STRUCTURES, SAID PAVEMENT, ETC., SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAN THE ORIGINAL, CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS, EQUIPMENT, TOOLS, SUPPLIES, AND OTHER EQUIPMENT AS REQUIRED. 9. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 10. PERMITTING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY REQUIRED PERMITTING FOR DEMOLITION FROM RESPONSIBLE REGULATIONS AND FULLY ACKNOWLEDGE AND COMPLY WITH ALL REQUIREMENTS PRIOR TO COMMENCING DEMOLITION WORK. 11.IT 15 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. 1 A 1 I I i I I/ EX MANAGED SLOPE AREA. 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EXISTING STRUCTURE TO: DEMOLISHED AND REMOVED.DISPOSE .APPROVED JJ � h LANDFILL. 4 —EXISTING UTILITY / SEMENT D• DB 985/722 EXISTING LIGHT POLE TO BE REMOVED REMOVE LINES AS NECESSARY (TYPICAL) IF, / r EX 1-ST- BRIO &BLOCK /o l / I-i # K 100 1 O O EX INV. OUT WITH FLARED / , �� T1� END SECTION =470.4' ,/� \I s"l.6) E \14" d" '1' y, / W X 181 HOLD— i 111 l— 6 i00D FF=490,50, I `\� I I I _ Q / / / 30.5' I \ If EXISTING ATER METER TO BE ABANDONED 14 I L WWOOD ------------ EX 15 RCP STORMWATER EASEMEN DB 985/717 AND JDB-995 � / / / I % -� ..• / \\ �< 6"I 0 '� 82LET E& SSM T0I=.1188.5'� ` I / o' I_ INV. IN=482.3' UILDING SETBACIf--Q �( ,/ INV. OUT=481.3' EkSTING I _ DRAINGE / a' /115' ZEL . / /A985A/�17 D --s-- \� `-:t 16" ZEV.K A o oar-s'` ox✓` owP \ ow ow ow ow o o TOP=486.1' _ INV. IN-475.3' / / _ ---\\ -� - BOX -485 - --� >-------------- ---- - --------=------- -_-_ T"" `�_EX J - - ---214. EX MANHOLE NOT _ S2 ' 19' 26'W------ / ----- FOUND / EXISTING SIGN AND LANDSCAPE. DEMOLISH AND '8 c REMOVE (DISPOSE OF IN AN APPROVED LANDFILL) EX DROP INLET EXISTING LANDSCAPETO BE REMOVED (TYPICAL) EX GRATED DROP INLET EX GAS LINE " TOP—487.1' 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 (SBL) SEMINOLE TRAIL (VARIABLE WIDTH) EXISTING UNDERGROUND GAS LINE TO BE REMOVED. LOCATION MAP SCALE: N.T.S. DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Athens, GA 30606 Bogart, Ga 30622 Contact: Greg De Backer 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 inia 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. 8�Know what's below Call before you dig dial 811 20' 10, 0 20' 40' GRAPHIC SCALE SCALE 1" = 20' M DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 vv wvxarterengineering.net z Q Q z ^J w Lu J z �N J w a- LU L O o 0 Q Q O w >LU U J WLU z J J W o _ LU O 0 O N v I PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EXISTING CONDITIONS & DEMO PLAN SHEET NUMBER: 2 PROJECT NUMBER: 19016W4D DATE: 06/22/20 / K I I IS I I III I II I III I I I N I I I wLr) I �I Iwo I I QaTaT PK FAIL D o I / / I / I I / I I / SCT RIO HILL, LLC, I C/O ROSENTHAL PROPERTIES / TM# 04500-00-00-094AO DB 4134, PG 199 ZONING: PD-SC N a^I PRESENT USE: SHOPPING CENTER I N��/}�/ I PROPOSED DIRECTIONAL ARROW (TYP.). EXISTING SANITARY EASEMENT / DB 985/717 AND DB I I 985/722 I i AUTO SENTRY AND GATE / I CONCRETE ISLAND (TYP.) II I I� l MOVEABLE BOLLARD OR TRAFFIC CONE (TYPICAL) 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 4feet 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. CG-6 CURB AND GUTTER (TYP.). PROPOSED DUMPSTER - ENCLOSURE WITH HEAVY DUN DUMPSTER CONCRETE PAD. I it I I EX MANAGED SLOPE AREA. I I I / RIO HILL CENTER I I I ' EXISTING SIGN EASEMENT i DB 985/717 qk I DB 985 7 2 PROPOSED RETAINING WALL I I ���:I'•.- PROPOSED RETAINING WALL MAX HEIGHT= 3' s MAX HEIGHT=3' �� m CG-6 CURB AND VAC PRODUCER II '+•I.� O VAC PRODUCER GUTTER (TYP.). j... a CONCRETE -rt---- 30, BUI ING S K r ._.-�.,_.:• -12' - 'rrt -Ti -=r-� Tr I I f CONCRETE -- F 5'r O3 o - N VAC -BOOM CANOPY (TYP.)I 19, 1 28' 1 -- 19, 1 28' ° I I I I I 30 VAC -BOOM CONCRETE j PARKING SPACES 1 PAVEMENT 1 ----JTr --- --- Iz 3'r L 13'r t -I-- 2'j 12'r r-r-- 15'r I� GRATED DROP INLET TOP=488.7' INV. OUT=479.5' `VAC -BOOM STATION (TYP.)J � • CONCRETE ? (2) IT X 18' H/C CONC. IQ Tr • PAVEMENT - PARKING SPACE W/ 5' WIDE • STRIPED UNLOADING • VAC PRODUCER H/C RAMP TYPE I (TYP) I 30'r Tr ® � 2'r �• fJ O 15'r � I 0 15, EX INV. OUT WITH FLARED (3) EMPLOYEE PARKING--- ° .a END SECTION=470.4' /� h �/ .^ -LEY/=4 tAN,tlING AREA• -• •7' �' CONf1iE%E Sll)EkygLK L \`` CG-6 CURB AND a H/C RAMP TYPE I (TYR) � I GUTTER (TYP.). $ 1 a ' IQ15'r 00 125 4" 23 r •• ICONCR IE 12' PROPOSED CARWASH N 31' STORMWATER EASEMENT � I �I PAVEMENT - - 4,231 S. F. DB 985/717 AND DB 985/722F.F.E. = 492.00 EX SS I TOP=488.5'\ IE = 484.8' / J / ` - - - - - - - - 30 BUILDING SETBACK -------- % i - 125'4" I r - DRAINAGE -n--- --- ---s- -n- S I EASEMENT i '.�• oHP oHv oHa ow off CHP CHa CHa 0Ha 0HF 0' ux ow OX 10' PARKING SETBACK (APPROVED Y PARATE - - - - - - - - - FERMIT`ONLYr_ TOP=486.1' S,• F INV. IN -1�f576 r ,INV •'OUT ..47Y4. - - - -��-L- .... -- r- '� r 41r•.'^r✓r"' -- - '�`�•:F .1. ..IZE74:95.-X'MANHOLE.NQI';- r� CE OIVC a, 5 :�9 S24 19 26'W I ".: SHARED USf PATH. - •Fp11ND a r/ `/ _;^ vm •/ w ---ucr---ucr --w vi ao a EX DROP INLET I EX GRATED DROP INLET EX GAS LI^1C - TOP=487.1' TOP=484.3' INV. OUT (15" RCP)=481.4' " INV. IN=475.8' INV. OUT =475.7' I U. S. ROU TE 29 (SBL) SEMINOLE TRAIL (VARIABLE WIDTH) PROPOSED DIRECTIONAL ARROWS (TYP.). - CG-6 CURB AND GUTTER (TYP.). PROPOSED DIRECTIONAL ARROWS (TYR.). A = 8.06'15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S59'24'42'E -EXISTING SIGN TO BE RELOCATED EXISTING UTILITY EASEMENT DB 985/717 AND DB 985/722 s q`p�+�� e. .• O SI LEVEL r� ..III • '. LANDING O AREA Ql I .: Q Lo N I o H/C RAMP /+I ,1 LEVEL LANDING AREA - -------------------- EX 15" RCP J� EX DROP INLET ;. TOP=488.2' INV. IN=482.3' INV. OUT=481.3' y-wE---".E- EX JBOX LEVEL LANDING AREA TYPE C-12 RAM P(SEE DETAILS) -LEVEL LANDING AREA Know what's below Call before you dig dial 811 u.ns ``@ !I n•neci�`.,��1°fir S/r De 9ef%d. ��n 1/ef D{De F �'4p'op " ar fl /1 '`5{'Aadlnud �1- Le M1 LOCATION MAP SCALE: N.T.S. DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Athens, GA 30606 Bogart, Ga 30622 Contact: Greg De Backer Contact: Justin Hendley Phone: (706) 548-1151 Tel. (404) 219-8331 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987- 00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: 10-feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. 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'sholl be deemed to be (1) eighty (80) percent of the gross floor area; or (2) at the request of the applicant the actual retail sales floor area as shown on floor plans submitted by the applicant delineating the actual retail sales area, which plans shall be binding as to the maximum retail sales area used. Retail Sales Area = 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%) DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net z Q Q z ^J I- W LU J z �N J w LU L O O 0 Q - O w % U Lu J WLU z J J W O C) _ 0 LU O O N V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: SITE PLAN SHEET NUMBER: 3 PROJECT NUMBER: 19016W4D DATE: 06/22/20 -- -- -- -- -- 26x56 SIX COLUMN 14x42 TWO COLUMN I I I I I D / N a jl p o O PAR�� 111 `II D m Ow oxv oxv oxa oxr Oxr —our N A O I I I I I I I I I I I I I ElC===� I I PROPOSED CARWASH 4,231 S.F. F.F.E. = 492.00 30' BUILDING SETBACK — — 10' PARKING SETBACK — 30' BUILDING SETBACK- 14x66 THREE COLUMN I� I laa la A = 8006' 15„ N h I l L L= 140.14' o_ 1 1 al R = 990.77' CD In I I C. = 140.02' I 1° I° A C.B. = S59024'42"E I ° I 3 �.1. III — —EXISTING UTILITY EASEMENT a DB 985/717 AND DB 985/722 Imla el. I I $�P 4 II I a °al I! O b ' 11 3 el-Je.,I a I° i ail a 3 O I ° d --------------------- ja )✓r I`1 EX 15 RCP EX DROP INLE- / TOP=488.2' / 1 I INV. IN =482.: d INV. OUT =481 i d / EXISTING DRAINAGE EASEMENT DB985/717 -pip UW ow axv oxv oxv ow➢ , �y oxr d . ox✓ xv � oxv oxv oxa ox Know what's below Call before you dig dial 811 0 m O /.vae i LL ae "448lidIn°d L-" r Ia1 11 ] > .. lib LOCATION MAP SCALE: N.T.S. BLACK ACM FASCIA O NOTE: NO EQUIPMENT WILL BE VISIBLE ABOVE THE VAC CANOPY FASCIAS FASCIA TYPICAL DETAIL 10' 5' 0 10' GRAPHIC SCALE SCALE 1" = 10' 20' DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 vv w.carterengineering.net z Q a J z J w w J z �N W � 0=o _Q U LLJ O >w J W z LU � J J > W O _ C) 0 O 0 W N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: SITE PLAN CANOPY DETAIL SHEET NUMBER: 3.1 30' PROJECTNUMBER: 19016W4D DATE: 06/22/20 W4 Express Carwash Fresh Water Consumption Reclaim Water Consumption FUNCTION GallMinute GALPERCAR FUNCTION GallMinute 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 Foamer 2nd 1.5 0.75 Omni Top 11 7.7 Foamer 3rd 1.5 0.75 Pendulum Plus Driver Side 12 7 1st CTA 0.5 0.25 Pendulum Plus Passenger Side 12 7 2nd CTA 0.5 0.25 Underbody Spray #1 Bade Applicato, 1 0.5 2nd To Brush 4 4 Pre rinse Gear Coat 4 2 2 Drying Agent S Free 2 7.5 Tricolor Conditioner Pre Gun 4.5 3 5.5 Z3.75 Trile Polish Hot Wax 3 4.5 1.5 Rain Repellent Total 2 43 1 17.75 Total 81.8 53.7 Total Fresh Water Consumption W/o Reelaim Total Fresh Water used per car Projected Cars per month Total Fresh Water Used per car per month 5 gal loss per car due to Evaporation and drive off Total Water Sent to Sewer 1 124.81 17.75 5000 88750 25000 63750 62.95 63,750 gallons per month / 30 = 2,125 gallons per day I I I ! I I II II I � I I I I I a 1 I I I PK gAIL PI D I I � I I I � I I I 1 SCT RIO HILL, LLC, I I C/O ROSENTHAL PROPERTIES TM# 04500-00-00-094AO I N DB 4134, PG 199 ZONING: PD-SC I C j CV PRESENT USE: SHOPPING CENTER I I I N N I Z\ w00 W L In Z0 N Z I w Q U I Q n z rn00 I N w0 I � I �I I I / EXISTING I / SANITARY EASEMENT DBDB me 985/722 ti C PROPOSED PIPE No. 3 2 89 LF.-18"0HDPE SLOPEPROPOSED GRATE INLET A-2 M RIM: 489.50 I �I h� I EX INV. OUT WITH FLARED -" END SECTION=470.4' /� I Z-„ Cp / I%* / I I STORMWATER EASEMENT DB 985/717 AND DB 985/722� I I EX SSMH I TOP=488.5'\ a INN I` 6" C.O.__. _. ... PROPOSED PIPE No.4 44 L.F. -18" 0 HDPE SLOPE = 1.0% PROPOSED CONNECTION INTO - EXISTING SANITARY SEWER MANHOLE. I.E. = 485.3' SLOPE = 1.0% EXISTING STORM DROP INLET A-0. LEAVE EXISTING STRUCTURE IN PLACE AND ADJUST RIM VERTICALLY TO MATCH FINISH GRADE. RIM = 487.50 EXISTING FL IN (SE)=475.30 PROPOSED FL IN (N)=482.00 PROPOSED GRATE INLET A-6 RIM = 486.5 PROPOSED PIPE No. 6 6 L.F. - 18" 0 HDPE SLOPE = 2.0% EXISTING GRATED DROP INLET TO BE REPLACED WITH A JUNCTION BOX TOP=486.25 EXISTING FL IN (W) = 475.80 F� ItET Z 4* TOP - 6.1' IS" INV. OUT=474.1' S24' / GRATED DROP INLET TOP=488.7' INV. OUT=479.5' --, REFER TO DETAILS EX MANAGED SLOPE AREA. RIO HILL CENTER CLOSEST EXISTING FIRE HYDRANT APPROXIMATELY 200' FROM THE PROPOSED BUILDING. ACCESSIBLE FROM THE PARKING LOT. J1 EASEMENT D 985/717 AbD I B 985 7 2 I I I I I I , III I 9 I -rt---- 30' BUILDING SETBACK Q I I NI -===700cc� -- ,� Zli ii i I I I� 11 I I r-- � �❑�A III I I II I F' l i l II n ONDUIT � L r-- PROPOSED PROPOSED PIPE No.2 I-- GRATE INLET A-3 I^' 66 LF."18"0HOPE s RIM: 491.00 Io SLOPE=1.0% c_ PROPOSED GRATEINL -4 - - F RIM: 491.0 GAL. 6" C.O.I I "I II 750 GAL. POIL AND WATER SEARATOR (SEE DETAIL) r� u - OPOSED PIPE No. 1 PROPOSED CARWAS 52 L.F. 18"0HDPE SLOPE 1.0% 4,231 S.F. PROPOSED F.F.E. = 492.00 CURB INLET A-5 RIM: 490.70 - 30 BUILDING SETBACK LI wa� rrr......fir.-•f-•f-.... _ c"•�r..� 61,C.O. 6"OPVC-SLOPEI%MIN. as _ EXISTING DRAINAGE I PROPOSEDGASUNE EASEMENT DB985 -on CHP CHPE CHP CHP CHP ow Cy 1_4PARKING SETBACK- - _ _ - - - - - _ _ SAMPLE MANHOLE ' (SEE DETAILS) F --------_-- -7- --------214'98' EX MANHOLE NOT FOUND uc. --"c T--- �---.v T-- EX GRATED DROP INLET TOP=484.3' INV. IN=475.8' INV. OUT=475.7' EX GAS LINE .I U.S. ROUTE 29 (SBL) SEMINOLE TRAIL (VARIABLE WIDTH) EX DROP INLET TOP=487.1' INV. OUT (15" RCP) =481.4 LOWER EXISTING WATER LINE TO MEET MINIMUM ACSA COVER OF 3.5' MEASURED FROM ESTABLISHED FINISHED A = 8'06'15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S59'24'42"E ower water line Jegin sta. 0+00 EXISTING UTILITY EASEMENT DB 985/717 AND DB 985/722 x c \ 1113 /I W III/ I ) o i 13 2'-DOMESTIC WATER SERVICE ---- ----- ^------------------ EX 15 RCP I Z EX DROP INLET TOP=488.2' 4/ i i ✓X` INV. IN=482.3' INV. OUT=481.3' / PROPOSED 2" WATER TAP i 2" DOMESTIC WATER METER WITH RPZ BACKFLOW PREVENTER OX ow JBOX I� PROPOSED ELECTRICAL TRANSFORMER PROPOSEDUNDERGROUND ELECTRICAL SERVICE UTILITY NOTES • ANTICIPATED WATER USAGE 63,750 GAL/ MONTH = 2,125 GAL/DAY (PEAK DEMAND 82 GPM) • SEWERAND WATER SERVICES TO THE BUILDING WILL NEEDTO BE DISCONNECTED PRIOR TO ACSA APPROVAL OF THE DEMOLITION PERMIT. • EXISTING WATER METER TO BE UTILIZED FOR IRRIGATION LOCATION MAP SCALE: N.T.S. DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Greg De Backer Contact: Justin Hendley Phone: (706) 548-1151 Tel. (404) 219-8331 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987- 00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: 10-feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. 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. 8�Know what's below Call before you dig dial 811 20' 10, 0 20' 40' GRAPHIC SCALE SCALE 1" = 20' DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hitt Road, Suite 2000 Walkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 vv wvxarterengmeering.net z Q Q z ^J W Lu J z �N W a- LU L O o 0 Q 4- O W >LU U J W z W I� U `LU J J W C) C) _ 0 W O O N V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: UTILITY PLAN SHEET NUMBER: 4 PROJECT NUMBER: 19016W4D DATE: 06/22/20 RETAINING WALL "A" WALL LOCATION STATION TOP OF WALL BOTTOM OF HEIGHT WALL (FEET) A-1 0+00 495.50 493.50 2.0 A-2 0+29 494.00 491e00 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 10+18 494.90 492.50 1 2.4 B-3 10+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 0+18 1 491.00 489.00 2.0 C-3 0+40 491.00 489.00 2.0 C-4 o+65 491.00 490.00 1.0 BOTTOM OF WALL EQUALS FINISHED GRADE EX INV. OUT WITH FLARED END SECTION-470.4' Z A I I R I _ I I I I a I EX MANAGED SLOPE AREA. I Q I --498-- Q e / Q I -495- \\ --- ® / --- _------Q----------------- ® I ------494- GRATE,IS/6 ,(qZE-T Q \ I \\ '/ TOPS =4 / \ > I \ / _ _ PK NAIL1 D .. - I ' 'NN e-2 B-3 ;rj ® _ = _ _ - - _ 52809495, ®�4910A II / \ I I I I A3 4 ® l l 8,S\/ \/ (� I I i I IpoiQ R,pStml'16 // / / / / `9d L- vv \V vv vvv vv vv �V vv v v v I i I � I I wxzb� =i --i- 30'/BUILDING SET�CK I / 1 II 11 11 I\\�� I 0' J-I T--r - -/ - -4 �, `!T_� % / III II 1 II f \ \49_I I4BENIN.,�K\\sETll -7 MG MLW-47 / / CO I P ®4a�IIN mrn I 3 493.00 / I I I \� SCT RIO HILL, LLC�I I I I I 1 C/O ROSENTHAL PROPER -ME II I II 1 1 I I 1 1 1 1 1 / I I/ I` -- \ `J --' --' y- 7 IL I TM#04500-00-00-094AOI 1 I I II I I I ^ / / I I I/ '� -- a��° a i� \\\ \\\ \\ II DB 4134, PG 199 II 1 I 11 II 11 1 II II I II 1 otN1� I \ / / / I I I 1 I� q92- ZONING: PD-SC I I I 1 I 1 11 1 1 'Nlq - 49 / I I / \ .I�l- -- PRESENT USE: SHOPPINGCEN�E�2I II I 1 1 I I I II V'II T j Ij I I 1 I 1 I 1 \ 491.79 491.79 1 I 492.30 ° I I I 492 _ _ _ \ _ _ I 492 J-1 I/ I I PROPOSED i I PROPOSED PIPE No. 2 II v I I I 491.55 491.55 / I I GRATE INLET A-3 " 49140 I N 66 L.F. ^' 18" 0 HDPE I I s II I J �/ • RIM: 491.00 i .ip SLOPE=1.0% Y I 4g9. ( I I I I • \\\ '// \� // io PROPOSED PROPOSED PIPE No. 3 I I I I I I 2 • " �/ is GRATE INIL 89 LF.-18"0HDPE RIM: 491.0 SLOPE =1.0% I I I/ I I J • % PROPOSED I I I I I j l i/ II . I 491 ,m • ar I I 490. GRATE INLET A-2 / / I / I I I I I \ ' --_ _- • / v RIM:489.50 / J� • �_--------- I / / \\,\\ BR 491.40 490 \\ j/ I 491.40 I C-4 491.39 491.39 \\ I/ 491.39 491.39 dgei I "II / /� / go/ JI i -� --- d' / AR 491.90 TR 491.90 ______________ I TR 491.90 T, CONDUIT I r__ _ w I I I 2FO I L 41.20 BR 491.40 N$ III C 3 / s \S/'•/ / OPOSED PIPE Na. G�SC/ ,C'r490.50 /PROPOSED CARW52LF.-18"0HOPEA I \ - SLOPE 4,231 5 F. ® PROPOSED 491.50 CURB INLETA-5 491.50 491. 0 / EX. s�Sv \\ F.F.E. = 4921.00 RIM: 490.70 C-s I I TOP =w489 5' -\- - - - - - 30 BUILDING $ETBACK OeaJ i' 1 / 490 .\ �cosk us_•s - . 490 I-Rq -s- - -u- `-ss- 488 3:1 SLOPE 41'V=� -UHP 0HP 0. OH P 487 Onr HHP .\ 8 / )' B `C �$6\ IOLPARKING SETBACK- _ _ 487 SO OD ,'•' PROPOSED PIPE No.4 ---- --V-. Gb T- 1T •'85---- - - -/->__� _ ___----- #. _ ____ 9 - _7 MANHOLE NH N _ _ - _ / \` 21 t _ 44 LF.-18"0HDPE -� - --------- --$2t• 1 1)' --- -� / -----_ 487.50 / Q OUND SLOPE =1.0% - - - - -- -_-- U. I--ucza- ___ - - ---- _ __--_-- _uo.--T�-c PROPOSED JUNCTION BOX A-1------- _._- _ -- ---- - W+--- l _ucS�=-uc.--- _ PROPOSED PIPE No. 5 Q / 5 L.F. - 18" 0 HOPE Q / SLOPE -1.0% ------ - ---- - EXISTING STORM DROP INLET A-0. LEAVE - IN EX D�OP INLET EXISTING STRUCTURE IN PLACE AND ADJUST RIM VERTICALLYTO MATCH FINISH GRADE. \ GRATED DROP INLET EX GAS LINE ----' L TOP SOP RIM =487.50 TC '=484.3' INV. OUT (15" RCP)=481.4' EXISTING FL IN (SE) = 475.30 INV. IN=475.8' PROPOSED FL IN (N) =482.00 PROPOSED GRATE INLET A-6 INV. OUT-475.7' U.S. ROUTE 29 (SBL) RIM -486.5 ® PROPOSED "0 N0.6 ® SEMINOLE TRAIL L.F.- 6 L.F.-18"HOPE Q SLOPE - 2.0% EXISTING GRATED DROP INLET TO BE (VARIABLE W/D TH) REPLACED WITH AJUNCTION BOX Q Q TOP=486.25 Q Q EXISTING FL IN (W) = 475.80 ® PROPOSED FL IN (S) = 482.13 Q Q LOWER EXISTING WATER LINE TO MEET MINIMUM ACSA COVER OF 3.5' 15URED FROM ESTABLISHED FINISHED A = 8.06'15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S59'24'42"E lower water line r IN �- EX DROP INLET TOP=488.2' INV. IN=482.3' INV. OUT=481.3' I- /D �EAq°Aro LOCATION MAP SCALE: N.T.S. DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Greg De Backer Contact: Justin Hendley Phone: (706) 548-1151 Tel. (404) 219-8331 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987- 00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: 10-feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. 8�Know what's below Call before you dig dial 811 20' 10, 0 20' 40' GRAPHIC SCALE SCALE 1" = 20' DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net z Q Q z ^J W W J z �N J LU in- LU C 0 Q - C w >LU U J WLU z J J W O C) _ 0 LU O O N V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: GRADING AND DRAINING PLAN SHEET NUMBER: 5 PROJECT NUMBER: 19016W4D DATE: 06/22/20 EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A CAR WASH WITH ASSOCIATED VACUUM STATIONS. THE PROPERTY IS LOCATED IN ALBEMARLE VA. THE DISTURBED AREA FOR THIS PROJECT INCLUDES 0.99 ACRES. EXISTING SITE CONDITION THIS SITE IS WOODED WITH AN EXISTING BUILDING AND PARKING LOT. THE PROPERTY SLOPES TO THE SOUTH-WEST AND LEAVES THE SITE THROUGH 2 STORMWATER PIPES ON BOTH THE NORTHERN AND SOUTHER PORTION OF THE PROPERTY. THE STORMWATER DRAINS TO A NEIGHBORING DETENTION POND ADJACENT PROPERTY THE PROJECT IS ADJACENT TO A SHARED DETENTION POND TO THE WEST AND WOODBROOK DRIVE TO THE EAST. RIO HILL CENTER IS LOCATED TO THE NORTH AND HWY 29 (SEMINOLE TRAIL) TO THE SOUTH . OFF SITE AREAS THERE IS NO OFF SITE LAND DISTURBANCE PROPOSED SOILS THE USDA WEB SOIL SURVEY OF THE SUBJECT PROPERTY IDENTIFIES THE SOIL TYPE AS ELIOAK AND GLENELG SOILS WHICH HAVE A LOAM TEXTURE AND AN ERODIBILITY FACTOR OF 0.28 THERE ARE NO CRITICAL AREAS ON THE SITE TAPE INSTALLED TO PROTECT TREE SAVE AREA ANY CLEARING OR DISTURBANCE WILL REQUIRE THE REPLACEMENT OF VEGETATION AND LANDSCAPE PLAN AND BOND. EROSION AND SEDIMENT CONTROL MEASURES CONSTRUCTION ENTRANCE I - ONE CONSTRUCTION ENTRANCE IS PROPOSED AT THE SITE ENTRANCE. CONTRACTOR SHALL REMOVE ALL MUD, DIRT, AND DEBRIS FROM VEHICLES EXISTING THE SITE. CONTRACTOR SHALL INSTALL ADDITIONAL STONE STABILIZATION AS NECESSARY TO PREVENT TRACKING ONTO THE EXISTING ROADWAY WITHIN THE LIMITS OF CONSTRUCTION. SILT FENCE (SF) - A TEMPORARY SEDIMENT BARRIER CONSTRUCTED OF POSTS PLACED ACROSS OR AT THE TOE OF THE SLOPE OR IN A MINOR DRAINAGE PATH TO INTERCEPT AND DETAIN SEDIMENT AND DECREASE FLOW VELOCITIES FROM DRAINAGE AREAS OF LIMITED SIZE. INLET PROTECTION (IP) -STORM DRAIN INLET PROTECTION SHALL BE PLACED AT THE INLET OF ALL CURB AND DROP INLETS TO FILTER SEDIMENT TEMPORARY SEEDING / PERMANENT STABILIZATION - SEEDING MEASURES SHALL BE PROVIDED ON DISTURBED SOIL AT CUT AND FILL SLOPES SIDES OF SEDIMENT TRAPS DITCH LINES, OR AREAS OUTSIDE OF ON -GOING CONSTRUCTION PRACTICES WITHIN SEVEN (7) DAYS OF COMPLETED GRADING. ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MANAGEMENT STRATEGIES - EROSION AND SEDIMENT CONTROL SHOULD BE DISCUSSED BETWEEN THE GRADING CONTRACTOR AND THE OWNER PRIOR TO ANY EXCAVATION SO THAT THE LIMITS OF CONSTRUCTION AND EROSION CONTROL METHODS ARE CLEARLY UNDERSTOOD BY BOTH PARTIES. - CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE - THERE IS TO BE NO TRACKING OF MUD OR DIRT BY CONSTRUCTION EQUIPMENT ONTO PAVED DRIVES OR ROADS. - SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING FOLLOWING INSTALLATION - SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING - AREAS WHICH ARE NOTTO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. - AFTER ACHIEVING ADEQUATE STABILIZATION THE TEMPORARY E & S CONTROLS WILL BE CLEANED AND REMOVED PERMANENT STABILIZATION ALLAREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLATAREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING MAINTENANCE OF ESC MEASURES EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BYTRAINED ON -SITE PERSONNEL. MAINTENANCE AND REPAIRS SHALL BE PERFORMED IMMEDIATELY. SOIL & EROSION CONTROL CALCULATIONS SEDIMENT STORAGE CALCULATIONS: Drainage Area 1.05 Acres Disturbed Area 0.99 Acres Required Silt Fencing 1.05 ac. x 400 Was; = 420 If required Sediment Storage Provided by the following BM Ps (See notes for calculations): -Silt Fence Drainage Length of Silt Fence/1001f x 0.250 ac 766/100 x 0.250 = 1.90 acres allowed STORMWATER MANAGEMENT CONSIDERATIONS MS-16 NOTE: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO THE OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPEN AT ANY ONE TIME B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERTY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH EROSION AND SEDIMENT CONTROL DEVICES PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK . EROSION AND SEDIMENT CONTROL MAINTENANCE THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL TO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR ESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED, AND REMULCHED. Minimum Standards -All Minimum Standards must be addressed YES MS-1 Have temporary and permanent stabilization been addressed in the narrative? YES Are practices shown on the plan? YES Temporary and permanent seed specifications? YES Lime and Fertilizer? YES Mulching? YES Blankets/Maffing? YES PavementlConstrudion Road Stabilization? YES MS-2 Has stabilization of soil stockpiles, borrow areas, and disposal areas been addressed in the narrative and on the plan? YES Have sediment trapping measures been provided? YES I Has the establishment and maintenance of permanent vegetative stabilization been addressed? YES MS-4 Does the plan specifically state that sediment -trapping facilities shall be constructed as a That step in land -disturbing activities? YES I Does the plan specifically state that stabilization of earthen structures is required immediately after installation? Is this noted for each measure on the plan? YES MS-6 Are sediment traps and sediment basins specified where needed and designed to standard and specification? YES MS-7 Have the design and tempomrylpermanent stabilization of cut and fill slopes been adequately addressed? Is Surface Roughening provided for slopes steeper than 3:1? YES MS-8 Have adequate temporary or permanent conveyances (paved flumes, channels, slope drains) been provided for concentrated stormwater runoff on cut and fill slopes? YES MS-9 Has water seeping from a slope face been addressed (e.g., subsurface drains)? YES MS-10 Is adequate inlet protection provided for all operational stonn drain and culvert inlets? YES MS-11 Are adequate outlet protection and/or channel linings provided for all stormwater conveyance channels and receiving channels? Is there a schedule indicating: YES Dimensions of the outlet protection? Lining? Size of riprap? YES Cross section and slope of the channels? Type of lining? Size of riprap, if used? YES MS-12 Are in -stream protection measures required so that channel impacts are minimized? YES MS-13 Are temporary stream crossings of non -erodible material required where applicable? YES MS-14 Are all applicable federal, state and local regulations pertaining to working in or crossing live watercourses being followed? YES MS-15 Has immediate restabilization of areas subject to in -stream construction(bed and banks) been adequately addressed? YES MS-16 Have disturbances from underground utility line installations been addressed? YES No more than 500 linear feet of trench open at one time? YES Effluent from dewatering filtered or passed through a sediment -tapping device? YES Proper backfill, compaction, and restabilization? YES MS-17 Is the transport of soil and mud onto public roadways property controlled? (i.e., Construction Entrances, wash racks, transport of sediment to a trapping facility, cleaning of roadways at the end of each day, no washing before sweeping and shoveling YES MS-18 Has the removal of temporary practices been addressed? YES Have the removal of accumulated sediment and the final stabilization of the resulting disturbed areas been addressed? YES MS-19 Are properties and waterways downstream from development adequately protected from sediment deposition, erosion, and damage due to increases in volume, velocity and peak flow rate of stormwater runoff? Have adequate channels been provided on -site? Mapping Unit Soil Name Texture Structure Erodibility (k) Permeability (in/hr) 278 Elioak loam L m Loam Granular 0.xx x.00 27C Elioak loam Loam Granular 0.xx x.00 28C3 Elioak clay loam Clay loam Granular 0.xx x.00 34C Glenelg loam Loam Granular 0.xx x.00 ACTIVITY SCHEDULE: TASK DESCRIPTION: MONTHS 2020 o. ¢ Y ¢ Z » r nw 0 Z) ¢ It W co W ~a W v INSPECT AND MAINTAIN ALL EROSION CONTROL BMP X X X X X X CONSTRUCTION EXIT AND PERIMETER SILT FENCE X TEMPORARY SEDIMENT STORAGE FACILITIES X X CLEARING & GRUBBING / DEMO X X ROUGH GRADING X X TEMPORARY STABILIZATION GRASSING X X X X CURB AND GUTTER X X X FINAL GRADING X X X X PAVING X X FINAL STABILIZATION X X START DATE: April 01, 2020 ! ! a PHASE DISTURBED AREA DIST�URBEDDAAREA DC )( CS )( MU ) THE CONSTRUCTION - I ENTRANCE MUST BE `\ CONSTRUCTED AS WIDE \ ` AS THE PROPOSED ® \ \\ PERMANENT ENTRANCE ! \ \ \\ p I, \ \ SETTLING AREA FOR 4v"�fl Vl�® a r K NA ` D WASH RACKOli Is Cc \ I — \ \ I I \III >III Ilm ll maD q,II 1116� PIj /1I It Q III w IIIII IIII III II � III � \�I SCT RIO HILL, LLC, I 1 1 1 1 I I 1 1 11 { C/O ROSENTHAL PROPERTIE \I I TM DB 4134, PG 1994A0 111 i III 1111 III III 11 1111 11 \ly 11 II N \_ ZONING: PD-SC I I I 1 I 1 11 1 \I �N, I! PRESENT USE: SHOPPING CEN�Ek 11 II III 11 I II I I I 1 I I I I Iljllllllll - \ I ,Illllljllll I I II �l I I I I I I I I I I I I I I I I 7r f I � I I I I I EXISTING LIGHT POLE TBE REMOVED I I L I I I I REMOVE LINES AS NECESSARY (TYPICAL) DISTURBED AREA EX INV. OUT WITH FLARED END SECTION=470.4' /�trr / "I ' 9 I tl TOP, / .� J 15" ZEL END: September 31, 2020 �1— EROSION AND SEDIMENT CONTROL DEVICES: PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTRUBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROS ION AND SEDIMENT CONTROLHANDBOOK. EROSION AND SEDIMENT CONTROL MAINTENANCE: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL TO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR REPLACED. AFTER COMPLETION OF THE PROJECT, AND PERMANENT SEEDING HAS BEEN ESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED AND REMULCHED. / IWAWA/ r l EX 1-ST''- BRI I 9.0' / v BU++LpING& BLOCK II P # 12100 1 =HX E 14 OD FF = I , I\! 38.0' o i� i DC TS milk { X DISTURBED AREA 34C 15';RC INV. Ili-a*e-8' _-___� _ ____ ___________- ----S2' 19' 26V------- ._----- EX MANHOLE NOT FOUND -------- —"4T---W�a�i� ---- Y D EX DROP INLET EXISTING LANDSCAPE TO BE REMOVED (TYPICAL) EX®GRATED DROP INLET FX C,-_. 'NF — TOP = 1' TOP=484.3' INV. OUTT (15" RCP)=481.4' EXISTING SIDEWALK TO BE REMOVED(TYPICAL) INA IN=475.8' d IN OUT=475.7' ° U. S. ROUTE 29 (SBL) ° EXISTING UNDERGROUND GAS LINE TO BE I SEMINOLE TRAIL REMOVED. ° (VARIABLE WID TH) ! ! ! SF DISTURBED AREA A = 8'06'15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S5924'42"E EXISTING STRUCTURE TO BE DEMOLISHED AND REMOVED. DISPOSE OF IN APPROVED LANDFILL. \I O W Q O EXISTING 'WATER METER TO BE ABANDONED Di 14" / INV. IN =482.3' INV. OUT=481.3' SF /--We---Wc— EX JBOX EXISTING SIGN AND LANDSCAPE. DEMOLISH AND REMOVE (DISPOSE OF IN AN APPROVED LANDFILL) 27B LOCATION MAP SCALE: N.T.S. DEVELOPER: OWNER: Will Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Greg De Backer Contact: Justin Hendley Phone: (706) 548-1151 Tel. (404) 219-8331 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987- 00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: 10-feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The nor surveyor engineer has Y 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 b those using this drawing. The location and arrangement g Y g g g of underground utilities and structures related to underground utilities shown g g hereon may be inaccurate and utilities and structures related to underground Y g utilities not shown may be encountered. The owner, his employees,his consultants Y and his contractors shall herebydistinctly understand that the surveyor is not Y Y responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. EROSION CONTROL LEGEND DC DUST CONTROL OP OUTLET PROTECTION MU DISTURBED AREA STABILIZATION (WITH MULCHING) SF SILT FENCE ODISTURBED AREA (WITH TENT ORA YTSEED SEEDING) N SR SURFACE ROUGHENING 80 DISTURBED AREA STABILIZATION (WITH PERMANENT VEGETATION) DD TEMPORARY DIVERSION AREA STABILIZATION ODISTURBED (WITH PERMANENT SEEDING) 9T TEMPORARY SEDIMENTTRAP CE CONSTRUCTION ENTRANCE Ip O STORM DRAIN INLET PROTECTION CAS CONSTRUCTION ROAD STABILIZATION 20' 10, 0 Know what's below Cal before you dig 9 dial 811 20' 40' GRAPHIC SCALE SCALE 1" = 20' DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net z Q Q z ^J LULU J z 2EN LLJ LU 5 L O J �O Q Q O w CJ LU % J WLU z LU LU J J W O C) _ LU O 0 O N V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EROSION CONTROL PLAN PHASE SHEET NUMBER: 6 PROJECT NUMBER: 19016W4D DATE: 06/22/20 EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A CAR WASH WITH ASSOCIATED VACUUM STATIONS. THE PROPERTY IS LOCATED IN ALBEMARLE VA. THE DISTURBED AREA FOR THIS PROJECT INCLUDES 0.99 ACRES. EXISTING SITE CONDITION THIS SITE IS WOODED WITH AN EXISTING BUILDING AND PARKING LOT. THE PROPERTY SLOPES TO THE SOUTH-WEST AND LEAVES THE SITE THROUGH 2 STORMWATER PIPES ON BOTH THE NORTHERN AND SOUTHER PORTION OF THE PROPERTY. THE STORMWATER DRAINS TO A NEIGHBORING DETENTION POND ADJACENT PROPERTY THE PROJECT IS ADJACENT TO A SHARED DETENTION POND TO THE WEST AND WOODBROOK DRIVE TO THE EAST. RIO HILL CENTER IS LOCATED TO THE NORTH AND HWY 29 (SEMINOLE TRAIL) TO THE SOUTH . OFF SITE AREAS THERE IS NO OFF SITE LAND DISTURBANCE PROPOSED SOILS THE USDA WEB SOIL SURVEY OF THE SUBJECT PROPERTY IDENTIFIES THE SOIL TYPE AS ELIOAK AND GLENELG SOILS WHICH HAVE A LOAM TEXTURE AND AN ERODIBILITY FACTOR OF 0.28 THERE ARE NO CRITICAL AREAS ON THE SITE TAPE INSTALLED TO PROTECT TREE SAVE AREA ANY CLEARING OR DISTURBANCE WILL REQUIRE THE REPLACEMENT OF VEGETATION AND LANDSCAPE PLAN AND BOND. EROSION AND SEDIMENT CONTROL MEASURES CONSTRUCTION ENTRANCE I - ONE CONSTRUCTION ENTRANCE IS PROPOSED AT THE SITE ENTRANCE. CONTRACTOR SHALL REMOVE ALL MUD, DIRT, AND DEBRIS FROM VEHICLES EXISTING THE SITE. CONTRACTOR SHALL INSTALL ADDITIONAL STONE STABILIZATION AS NECESSARY TO PREVENT TRACKING ONTO THE EXISTING ROADWAY WITHIN THE LIMITS OF CONSTRUCTION. SILT FENCE (SF) - A TEMPORARY SEDIMENT BARRIER CONSTRUCTED OF POSTS PLACED ACROSS OR AT THE TOE OF THE SLOPE OR IN A MINOR DRAINAGE PATH TO INTERCEPT AND DETAIN SEDIMENT AND DECREASE FLOW VELOCITIES FROM DRAINAGE AREAS OF LIMITED SIZE. INLET PROTECTION (IP) -STORM DRAIN INLET PROTECTION SHALL BE PLACED AT THE INLET OF ALL CURB AND DROP INLETS TO FILTER SEDIMENT TEMPORARY SEEDING / PERMANENT STABILIZATION - SEEDING MEASURES SHALL BE PROVIDED ON DISTURBED SOIL AT CUT AND FILL SLOPES, SIDES OF SEDIMENT TRAPS, DITCH LINES, OR AREAS OUTSIDE OF ON -GOING CONSTRUCTION PRACTICES WITHIN SEVEN (7) DAYS OF COMPLETED GRADING. ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MANAGEMENT STRATEGIES - EROSION AND SEDIMENT CONTROL SHOULD BE DISCUSSED BETWEEN THE GRADING CONTRACTOR AND THE OWNER PRIOR TO ANY EXCAVATION SO THAT THE LIMITS OF CONSTRUCTION AND EROSION CONTROL METHODS ARE CLEARLY UNDERSTOOD BY BOTH PARTIES. - CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE - THERE IS TO BE NO TRACKING OF MUD OR DIRT BY CONSTRUCTION EQUIPMENT ONTO PAVED DRIVES OR ROADS. - SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING FOLLOWING INSTALLATION - SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING - AREAS WHICH ARE NOTTO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. - AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E & S CONTROLS WILL BE CLEANED AND REMOVED PERMANENT STABILIZATION ALLAREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLATAREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING MAINTENANCE OF ESC MEASURES EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BYTRAINED ON -SITE PERSONNEL. MAINTENANCE AND REPAIRS SHALL BE PERFORMED IMMEDIATELY. SOIL & EROSION CONTROL CALCULATIONS SEDIMENT STORAGE CALCULATIONS: Drainage Area 1.05 Acres Disturbed Area 0.99 Acres Required Silt Fencing 1.05 Ric. x 400 Na; = 420 N required Sediment Storage Provided by the following BM Ps (See notes for calculations): -Silt Fence Drainage Length of Silt Fence/1001f x 0.250 ac 766/100 x 0.250 = 1.90 acres allowed STORMWATER MANAGEMENT CONSIDERATIONS MS-16 NOTE: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO THE OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPEN AT ANY ONE TIME B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERTY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH EROSION AND SEDIMENT CONTROL DEVICES PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK . EROSION AND SEDIMENT CONTROL MAINTENANCE THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL TO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR ESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED, AND REMULCHED. Minimum Standards -All Minimum Standards must be addressed YES MS-1 Have temporary and permanent stabilization been addressed in the narrative? YES Are practices shown on the plan? YES Temporary and permanent seed specifications? YES Lime and Fertilizer? YES Mulching? YES Blankets/Maffing? YES PavemenVConstrucion Road Stabilization? YES MS-2 Has stabilization of soil stockpiles, borrow areas, and disposal areas been addressed in the narrative and on the plan? YES Have sediment trapping measures been provided? YES I Has the establishment and maintenance of permanent vegetative stabilization been addressed? YES MS-4 Does the plan specifically state that sediment -trapping facilities shall be constructed as a That step in land -disturbing activities? YES I Does the plan specifically state that stabilization of earthen structures is required immediately after installation? Is this noted for each measure on the plan? YES MS-6 Are sediment traps and sediment basins specified where needed and designed to standard and specification? YES MS-7 Have the design and temporary/permanent stabilization of cut and fill slopes been adequately addressed? Is Surface Roughening provided for slopes steeper than 3:1? YES MS-8 Have adequate temporary or permanent conveyances (paved flumes, channels, slope drains) been provided for concentrated stormwater runoff on cut and fill slopes? YES MS-9 Has water seeping from a slope face been addressed (e.g., subsurface drains)? YES MS-10 Is adequate inlet protection provided for all operational stonn drain and culvert inlets? YES MS-11 Are adequate outlet protection and/or channel linings provided for all stormwater conveyance channels and receiving channels? Is there a schedule indicating: YES Dimensions of the outlet protection? Lining? Size of riprap? YES Cross section and slope of the channels? Type of lining? Size of riprap, if used? YES MS-12 Are in -stream protection measures required so that channel impacts are minimized? YES MS-13 Are temporary stream crossings of non -erodible material required where applicable? YES MS-14 Are all applicable federal, state and local regulations pertaining to working in or crossing live watercourses being followed? YES MS-15 Has immediate restabilization of areas subject to in -stream construction (bed and banks) been adequately addressed? YES MS-16 Have disturbances from underground utility line installations been addressed? YES No more than 500 linear feet of trench open at one time? YES Effluent from dewatering filtered or passed through a sediment -tapping device? YES Proper backfill, compaction, and restabilization? YES MS-17 Is the transport of soil and mud onto public roadways property controlled? (i.e., Construction Entrances, wash racks, transport of sediment to a trapping facility, cleaning of roadways at the end of each day, no washing before sweeping and shoveling YES MS-18 Has the removal of temporary practices been addressed? YES Have the removal of accumulated sediment and the final stabilization of the resulting disturbed areas been addressed? YES MS-19 Are properties and waterways downstream from development adequately protected from sediment deposition, erosion and damage due to increases in volume velocity and Peak eP 9 flow rate of stormwater runoff? Have adequate channels been provided on -site? Mapping Unit Soil Name Texture Structure Erodibility (k) Permeability (in/hr) 278 Elioak loam L m Loam Granular 0.xx x.00 27C Elioak loam Loam Granular 0.xx x.00 28C3 Elioak clay loam Clay loam Granular 0.xx x.00 34C Glenelg loam Loam Granular 0.xx x.00 ACTIVITY SCHEDULE: TASK DESCRIPTION: MONTHS 2020 a ¢ Y ¢ Z r nw 0 Z) ¢ It W co W ~a W n INSPECT AND MAINTAIN ALL EROSION CONTROL BMP X X X X X X CONSTRUCTION EXIT AND PERIMETER SILT FENCE X TEMPORARY SEDIMENT STORAGE FACILITIES X X CLEARING & GRUBBING / DEMO X X ROUGH GRADING X X TEMPORARY STABILIZATION GRASSING X X X X CURB AND GUTTER X X X FINAL GRADING X X X X PAVING X X FINAL STABILIZATION X X START DATE: April 01, 2020 END: September 31, 2020 EROSION AND SEDIMENT CONTROL DEVICES: PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTRUBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROS ION AND SEDIMENT CONTROLHANDBOOK. EROSION AND SEDIMENT CONTROL MAINTENANCE: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL TO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR REPLACED. AFTER COMPLETION OF THE PROJECT, AND PERMANENT SEEDING HAS BEEN ESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED AND REMULCHED. ® I . I I I I I EX MANAGED SLOPE AREA. P I --498-- ----------- DISTURBEDAREA - - - I--495------ - ----------- q \-- - WV 3/ r -----494---- ■ --------------- I / GRATE, /6/ ------------- - -___RJ I - -CENTER----- \ I \ TOP, =h i ,i ------ ---------------- i' DISTURBEDAREA I 1 �9 / 4F /i eW�ffq� ® PK \NAIL p ��® / ' PS ' II �28C3a- �� DC', \ /I / I g I � I I I I IpOa / / / / / / 193 v \ v v v v \ 1 1 a9. / o-SO / t I�� tA _ / / I - �,,i 3 ' EMLEYIN SETBACK - ,, "r-� / , - >♦ \ 11 1 1 I I 1 1 1 1 I I I PS / I --- --- / CRS / I/- BENCafNA K\ISET II I 1 I l l a II ! l / O 9.,. fWG N1 AL EL€Vt-"ll. 7 1 1 11 I s // NII J/ II A 1 � I �00� 1 to II �",s so xy Y\ I /:-a• �: SCTRIOHILL, LLC, 11 11 1 I 1 1 1 1, I 1/\�` \ \I it \\ C/O ROSENTHAL PROPERTIE 1 11 1 1 I I I I II 1 I I I I I/ II --_� I--'�'-- i� \ \ V19 yl I43.. TM# 04500-00-00-094A0 DB 4134, PG 199 11 1 I 11 1 1 , 1®1 , 1 0?l I`� ;"I / -�, I I I _,\ i�'492-\ ZONING: PD-SC I 1 11 1 I I I t 1°j \ 'N\tt 11 I 1, I I N 1 49 PRESENT USE: SHOPPING CEN�Ekt rl �� 492 492 q „- A- v �v ) /° _ 4 y j i I SO PS �j DCIiS- DSO TS bf l l i i l i i III I mQ / I I I / I� III"• IrI1010 I l i l I l I I�r m • IP I I 7 I 0 csl' / • --- I � .�:'1�<• I I • f DISTURBED AREA / / / / / y l // / PA EX INV. OUT WITH FLARED- T - „ -. END SECTION=470.4' SO ,I °:Y cONDtJh'._ _ j11P PS` /��� I 1490� _ --- I s ,-I IP 'IP\ROPOSEDARWASH $ I�u 7 9 SF ---/ / i / Z\'\ j \\ 4,231-5:F. C sMF i \ F.F.E. - 492100 is ; TOP M \ G" 491,y, 489 488 3:1 SLOPE d3f I ciPAR In OD mm DISTURBEDAREA777 4. S24' 19 26V' ® EX DROP INLET EX®GRATED DROP INLET--/ hX GAS '.'NF - TOP=487.1' € TOP=484.3' INV. OUT (15" RCP)=481.4' INA IN=475.8' INJ OUT=475.7' U.S. ROUTE 29 (SBL) SEMINOLE TRAIL ® (VARIABLE WID TH) I line SF 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 !r line EX 15" RCP EX DROP INLET TOP=488.2' INV. IN=482.3' INV. OUT=481.3' /--uc c- - -w c- EX JBOX DISTURBEDAREA .,In w 27B SF LOCATION MAP SCALE: N.T.S. DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Greg De Backer 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 inia 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 (NAND 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 Y and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. EROSION CONTROL LEGEND DC DUST CONTROL OP OUTLET PROTECTION MU DISTURBED AREA STABILIZATION (WITH MULCHING) SF SILT FENCE DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDING) SR SURFACE ROUGHENING 80 AREA (WTHRBED PERMANENT VEGETATION) DD TEMPORARY DIVERSION AREA STABILIZATION ODISTURBED (WITH PERMANENT SEEDING) 9T TEMPORARY SEDIMENTTRAP CE CONSTRUCTION ENTRANCE Ip O STORM DRAIN INLET PROTECTION CAS CONSTRUCTION ROAD STABILIZATION 20' 10, 0 Know what's below Cal before you dig 9 dial 811 20' 40' GRAPHIC SCALE SCALE 1" = 20' DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengmeermg;.net z Q Q z ^J w Lu J z �N LU o L O � Q Q O w U cl LU % J W z J J W O C) _ LU O 0 O N V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EROSION CONTROL PLAN PHASE II SHEET NUMBER: 6.1 PROJECT NUMBER: 19016W4D DATE: 06/22/20 DC SF TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL Water Application Dilution Type of Rate Adhesive (Adhesive: Water) Nozzle Gallons/Acre Anionic Asphalt Emulsion Latex Emulsion Resin in Water Acrylic Emulsion (Non -Traffic) Acrylic Emulsion (Traffic) 7:1 12.5:1 4:1 7:1 3.5:1 Coarse Spray Fine Spray Fine Spray Coarse Spray Coarse Spray 1,200 235 300 450 350 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A f'X 47 TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. i FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4. BACKFIU AND COMPACT THE EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE 1S NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. + GRAVEL SHALL BE VDOT $3, #357 OR 5 COARSE AGGREGATE. STAIR STEPPING CUT SLOPES DEBRIS FROM SLOPE L ABOVE IS CAUGhT T I I T BY STEPS DRAINAGE I—r-1 •o l WATER, SOIL AND FERTILIZER ARE HELD BY STEPS - PLANTS CAN BECOME ESTABUSHED ON THE STEPS. GROOVING SLOPES 1! 1 IIII IIIIIII_I III I t I 1 I [_ lljwi�,;, lam. Ilia � II-=-1111111 �� GROOVING 15 CUTTING FURROWS ALONG THE CONTOUR OF A SLOPE. IRREGULARITIES IN THE SOIL SURFACE CATCH RAINWATER AND PROVIDE SOME COVERAGE OF UME, S R FERTILIZER AND SEED. CMU TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: NOTES: Per Acre Per 1000 sq. ft. Straw or Hay l h - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.* Apply as slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6r' lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. * When fiber mulch is the only available mulch during periods when straw hould be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. SILT FENCE DROP INLET PROTECTION 2 X 4' WOOD FRAME DROP INLET T ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. f. err--1 EACH UFT OF THE FILL IS COMPACTED, BUT THE OUTER FACE OF THE SLOPE IS ALLOWED TO REMAIN LOOSE SO THAT THE ROCKS, CLODS, ETC. REACH THE NATURAL ANGLE OF REPOSE. FILL SLOPE TREATMENT DOZER TREADS CREATE GROOVES PERPENDICULAR TO THE SLOPE. SVOpF. TRACKING )IS/TF DING LAY SOD IN A STAGGERED PATTERN. BUTT THE STRIPS TIGHTLY AGAINST EACH OTHER. DO NOT LEAVE SPACES AND Do NOT OVERLAP. A SHARPENED MASON'S TROWEL R A HANDY TOOL FOR TUCKING DOWN THE ENDS AND TRIMMING PIECES. 181IDNG - ANGLED ENOS INCORRECT CAUSED BY THE AUTO- - {y��T�IIy MAMC. SOD CUTTER MUST ffiki BE MATCHED CORRECTLY. CORRECT KOLL 50D IMMEDIATELY WATER TO A DEPTH MOW WHEN .THE SOD IS TO ACHIEVE FIRM OF 4` AS NEEDED. ESTABDSHED - N CONTACT WITH THE SOIL WATER WELL AS SOON 2-3 WEEKS. SET THE AS THE SOD IS LAID. MOWER HIGH APPEARANCE OF GOOD SOD SO 1992 3.31 Mulchin¢ 1. Seedings made in fall for winter cover and during hot and dry summer months shall be mulched according to MULCHING, Std. & Spec. 3.35, except that hydromulches (fiber mulch) will not be considered adequate. Straw mulch should be used during these periods. 2. Temporary seedings made under favorable soil and site conditions during optimum spring and fall seeding dates may not require mulch. Reseeding Areas which fail to establish vegetative cover adequate to prevent rill erosion will be re- seeded as soon as such areas are identified. TABLE 331-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS -QUICK REFERENCE FOR ALL REGIONS' Rate planting Dates Species lbs. acre Sept. 1- Feb. 15 50150 Mix of - Annual Ryegrass (I.olium multi-Domm) & 50- 100 Cereal (Winter) Rye (Secale cereale) Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100 (Lolium multi -Dons May 1- Aug 31 German Millet 50 (Setaria italira) Source: Va. DSWC 1992 Ill - 287 TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA 3.32 Total Lbs. PerAcre Minimum Care Lawn - Commercial or Residential 175-200 tbs. - Kentucky 31 or Turf -Type Tall Fescue 95-100% - Improved Perennial Ryegrass 0-5% - Kentucky Bluegrass 0-5% H1PIT-Maintenance Lawn 200-Z50 lbs. - Kentucky 31 or Turf -Type Tall Fescue 100% General Slope -(3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 tbs. - Seasonal Nurse Crop ` 20 tbs, 150 lbs. L-M�nten��Slo�Steecer than 3: 11M�nten��Slo�Steecer than 3,D - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 tbs. - Seasonal Nurse Crop ` 20 tbs, - Crownvetch " 29 tb 150 tbs. ` Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual Rye May 1st through August 15th ..................... Foxtail Millet August 16th through October ...................... Annual Rye November through February 15th ................... Winter Rye " Substitute Sericea lespedega for Crownvetch east of Farmville, Va. (May through September use hulled Sericea, all other periods, use unbolted Sericea). If Harper is used in lieu of Crownwetch, increase rate to 301bs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may be added to any slope or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in mixes. III - 303 SHOOTS OR CRASS CRASS SHOULD BE GGRAEEN AND HEALTHY, MOWED AT A r-T CUTTING HEIGHT. THATCH -GAUSS CUPPING$ AND DEAD LEAVES, UP To IIT THICK. ROOT ]nNP - SOIL AND ROOTS. -DENSE ROOT -1/r-J/s THICK. WITH DENSE ROOT MAT FOR STRENGTH. _ •'17ANCIAHCtr'll f OENQF InICIwI�•q(Tn' kk Ljll==j:j1 II' t 71VT :IIt wl.L SILT FENCE BREAK DETAIL Albemarle County Design Standards Manual — Engineering -TONE, r ',.7;, V. —+Y 2% `-. 5" M.N. 2-A A.GG"_:;41c 8A" PROFILE -ASPHA[T F.4VE7 WASH RACE: j ,>iVFVF VT-� 2% M N. I `:TENf JI AINAGf i, SE Iv V. PLAN ... 2%_.- SII V[ 'I-': II SEDIV - f N, FILTER CLOT SECTION A —A A munnitun R itel tap Of 1 inch must be Installed Kith a nWN iiiii 1 inch ballcock shnto8 T ah a siipphiue a wash hose with a chanfetei of 1 9 inches for adequate coustilit plesstue V✓ash wafef nmaY be carried aw;tg from the anhunce to nn �lproved settlu)s area to leiuoce secWueiR. _'Ill sedBilent shall be pievented Roil ententrz storm (hauls, ditches of watefcouise& PAVED WASH RACK Page 8 of 23 G � F m Z z 2 m ac Ou w � w z z ,Zu w 0 ¢0 w w w U co 0 O O O z 0 0 IJ u u 0 G u u w m > 0 W o 0 0 d U 0 0 U,n u 1- 0 0 g 0 0 U w to I- 0 0> z 0 0 J m on rn rn rn o 0 0 .� Z c-I rr rr rr N N N N O a F O N rr rr N M N (/t ¢p n W ti N ti ti l\D ti W C 3C 'i N M V V1 lD n O] DATE: 1.30.20 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 www.carterengmeering.net z Q J a z_ lY z> w L z �N J w LU OO it I..L O w U J Ww z Q LU U `W I J J W O 0 LU O 0 O N L 1, ^ V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EROSION CONTROL DETAILS SHEET NUMBER: 7 PROJECT NUMBER: 19016W4D DATE: 06/22/20 98-1 LD-204 Stormwater Inlet LD204 STORMWATER INLET COMPUTATION SHEET Rev May 2016 Fill US 29 FIRMARE'.2f119-85 DATE 17-Jan-20 SHEET 1 OF 1 Ba91nlets Only INLET y 4 ¢' a 4a O 5 0QQ 6 U 7 a 8 2 9 UO U 2 10 in Y D: U Q 11 n tr LD O 12 t r0 W O N 13 t4fnn1 m 14 m 15 16 C 17 18 3 r0 19 Ina ¢ w 20 $ + nJ O 21 ; 22 + 23 O n W a a �i O U J 24 tz Lu O LL Lu 0 m J 25 26 ro 5OO CL a a w 27 U U W z p 28 ILL! O Cl 29 lz a 30 L c 31 T5w ?3 32 w QO m 33 1 H 2 Z J 3 A-2 DI-1 3 00+52.75 0.20 0.90 0.18 0.68 6.64 4.53 0.00 4.53 0.02 1.50 4.53 1.42 A-3 DI-1 3 01+44.00 0.30 0.85 0.26 0.50 6.64 3.33 0.00 3.33 0.02 1.50 3.33 2.25 A-4 DI-1 3 02+10.25 0.29 0.85 0.25 0.52 6.64 3.47 0.00 3.47 0.02 1.50 3.47 2.12 A-5 DI-3,4 6 02+62.75 0.29 0.95 0.28 0.28 6.64 1.83 0.00 1.83 0.02 0.05 4.27 1.50 0.35 COS 1.66 0.71 1.00 0.06 0.09 17.62 600 0.34 0.48 0.88 DOD 1.00 0.46 2.18 4.27 LD-347 July2000 STORM SEWER DESIGN COMPUTATIONS 1 of1 DOT Drainage Manul Appendix 913-2 LD-229 Storm Drain Design Computaions ROUTE: PROJ� ARB-2019-85 COUNTY: ALBERMARLE DISTRICT: 4 DESCRIPTION: CAR WASH SHEET 1 OF 1 FROM POINT TO POINT AREA DRAIN "A" RUN- OFF COEF. CA INLET TIME RAIN FALL RUN- OFF Q INVERT ELEVATIONS LENGTH SLOPE DIA. CAPA- CITY VEL. FLOW TIME MINUTES REMARKS ACRES C INCRE- MENT ACCUM- ULATED MIN- UTES IN./HR. C.F.S. UPPER END LOWER END FT. FT./FT. IN. C.F.S. F.P.S. INCRI MENT ccLrvla.ATm (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (17) (17) (18) AE0 A-1 0.00 0.00 0.00 0.71 5.0 6.64 4.71 480.65 480.26 7.75 0.05 18.00 4.71 2.67 D.oS 0.11 A-1 A-2 0.20 0.90 0.18 0.71 5.0 6.64 4.71 482.90 480.65 45.00 0.05 18.00 4.71 2.67 0.26 10.06 A-2 A3 0.30 0.85 0.26 0.53 5.0 6.64 3.52 483.81 482.90 91.25 0.01 18.00 3.52 1.99 79.78 A-3 A-4 0.29 0.85 0.25 0.28 5.0 6.64 1.83 484.48 483.81 66.25 0.01 18.00 1.83 1.03 1.D7 9.02 A-4 A-5 0.03 0.95 0.03 0.03 5.0 6.64 0.19 485.00 484.48 52.50 0.01 18.00 0.19 0.11 7.95 LD-347 Rev 5118116 HYDRAULIC GRADE LINE (HGL) 1 of 1 Appendix 9B-3 LD-347 Hydraullic Grade Line Computations PROJECT: SHEET: 16-0020 1 of 1 VDOT Drainage Manual IIIIII�III���IIIIII!!IC��i:''���lllllli3�® 11 IIIIII.S�illlll®' 11 IIIII�IIIII!�}®!�'�IIIIII,�{�.'� 1 1 11i IIIIIII!'T�r�� 11111 11.1• 11 11 1� II��III�IIII�:iJ�,� IIIIIII�III�'J�' lllllll�llllll� 11 11 ®IIIII®' 11 IIIIII�?' IIIIIII�IIIIII'7J 11a 11 :• IIIIIII.l♦• 11� 1 11:• II� 11"• III'��illl� "1 1 II 1 1 II�II 1 1 II�II��II� 1 1 . 1 11 • • II� 1 11 1 1 1 1 . 1 1 • 1 1 .. 1 • II� .. 11 1��II�II IIIIIII•ii111�y}�111111!14��IIIIII•I.C�i,♦• !�'� !®y�II� "IIIII 1 1 1111111��" !�y� 111111;16�L� 1 11 • 1 11 IIIIII.'ia� 1 11 1 111 1 111 IIIIII� mr, sm 1 11 • 1 11 . 1 11 1 'll®": III ' • 11 IIIIIII�IIIYlT:i♦♦Illlllldl�lllllli♦lC�IIII� 1 1 IIIIII,'8'i•�IIIIII,'� 1 1111 1 11 1 11 1 11 1 1111 1 1111 IIIIIII� 1 1111 1 1111 1 111 1 1111 1 1 III •• 1 1 ---------------------- ---------------------- ---------------------- ---------------------- ---------------------- ---------------------- I-I-I-I-I-I-I-I--I--I-I-I-I-I-I-I-I-I-I-I- 90• K = 0.70 50° K = 0.50 20• K = 0.25 FINAL H=Hf+Hb 80° K=0.66 40' K=0.43 15° K=0.19 Hi = 0.35 V2i / 2g; Hp = 0.25 V2p 12g; Ho = K V2i / 2g; Ht = Hp + H + Ha 70° K = 0.61 30' K = 0.35 10° K = 0.13 60' K = 0.56 25' K = 0.30 5° K = 0.06 1 of 1 VDOT Drainage Manual z_ m e a In IN 0 X p p p p O c_s O�nO, OuO" o O On o O� Ou O wC1 O lT7 z Om 1 Z ZO`ri Q_Zl V pIN a� zm $orn z ou ooi o w w m v NOn m m �ma W^ann m 90 r zooi � n � � +2 l-la w. uQwo°i UoK Vo o aCJ UUP ¢u wSO 500.00 I 500.00 ADJUST TOP OF EXISTING INLET PROPOSED GRADE EXISTING GRADE 5 YR HGL TO FINISHED G Ukul, ANU POSED 6" CONVERT TO JUNC TION BOX qANITAPYqEZEEL WATERLINE 490.00 490.00 - - - - - - - - - - - - - - - - - f- PIPE No. 2 18" H PE 0 1 "HDPE 36" DPE 480.00 91.25 L.F. 1.00% 66.25 L.F. @ 1. % 52.50 L.F @ 1.00% 480.00 EXI IN 45.0 L.F. 5.00% 16 RCP 1 PIPE No. 1 - -_y 1 7.75 L.F.@5.0% J 470.00 470.00 0-20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 STORM WATER LINE "Alt SCALE: 1" = 20' H 1" = 10' V T-DI-1 NOAA Atlas 14, Volume 2, Version 3 CHARLOTTESVILLE 1 SW Station ID: 44-1598 �[ Location name: Charlottesville, Virginia, USA' £7.r II Latitude: 38.0333°, Longitude:-78.5167" 11J Elevation: Elevation (station metadata): 541 fC' �U. ESRI Maps souse: U8G5 POINT PRECIPITATION FREQUENCY ESTIMATES G.M. Bonin, D, MaNn, B. Lin, T. ParyboK M.Yelda, aM D. Ailey NOAA National Wealher SeMm. Sliver spring, Maryland PDS-based point precipitation frequency estimates with 90% confidence Intervals (in Inches/hour)t Avenge return nce Interval (y a e Duration 000 ,0 25 ® 100 200 ® 1000 5-min .804.9 4.55-5.9 5.2-6.55 5.96-&34 6.6"24 722-8.95 .72-9.61 8.9�2 8.68-1.0 9.07-11.7 10+n1n .043.75 3.634.47 4.265.24 4.65.87 5.32.6.5/ 5.]50A0].13 613-97984 6A78812 8.86-8.72 7.1".19 15+n1n .54312 3.043.]5 3.9-4..42 4.24�95 4-W-5.9 4.865.2 51TB.M 5A8-6.89 5:6-82].2 5.98-7.9 30+n1n 1.74-2.14 :0-2.9 .93414 2.9133.9 3.2A�11 3.664.53 .W423 424-5.31 4.585.82 4.848.23 81F BO+nln 1.0210941.69-U2.01 1.992.M M4..]4 �0] .73-3.9 227-37s 329419 ,5 ..55 2fir 0.6340.82fi .768-1.00 09 -10.25 1. 3-p4fi 1.3a-1.74 1.51149] 1.68220 1d 2A5 2.094L9 .2 nls 0.NO 0.838 0.79 0.935 1.12 127 1A2 1.58 1.80 7.99 34tr (0 (0 (0.-5977) (1.08-1A5) (1.22-1.82) (1341.81) (1.512.N) (1.652.28) O-338N) 0.338 O-AN34) OA08 - 0.507 7_ 0 0.827 OA31 7.05 722 7.37 6-hr (O.zBB-0.382) (0.3880.4fi1) OA46-0.5]3) 2247 (0.92-0.B]4) (0.824-0.808) 0. (O.T10-0.B24) (O]88-1.g5) 1(O.BBO-1.18)1 (1.2-1.37) 1(1.18-1.54) 0.217 O2-= 0.318 0.378 OA58 0.530 0.89 0.895 0.822 0.936 1241r (0.1881 022502 ) 02] 0364) (0.W13-0429) (0. 0.521) (0.458-0.92) (0.517-0.90) (0.582-0.79n (0.678-0.933) (0.757-1.08) 27 244t1 0.10140142 0.1380.172 0.10]6-0219 0.M74258 0253-0316 0.281-0.388 0.333-0421 0.3]]0481 0.*1505]3 0.494-0.91 0.075 0.091 0.115 0.138 0.185 -0 0.216 0245 0.288 I F 0.324 2dey 0.087-0.083 0.N1-0.101 0.103-0.129 0.1214.151 0.1480.183 0.187-0.210 0.19-0240 0.21&0.2]3 0.246-0.21 0.274-0.361 0.059 0.064 0.082 0.096 0.117 0.194 0.133 0.173 0.203 0.228 3dey O.4 .09 0.0580.071 0.074-0.090 0.N7-0.106 0.105-0.129 0.12 0.148 0.138-0.19 0.163-0.191 0.177-0.2M 0.198-0.29 4dey 0.03".048 0.04 -0.058 0060-0071 00 0-0083 0.0540501 0.096-0.118 0.19-0133 0.1n-0.150 0.142-0178 0.157-0199 7day 0.26-0030 0.031-0.03] 0039-0.046 0.045-0053 0.0540.064 0.N1�73 0.09-0N3 0.07-0093 0088-0.0109 0.097-0121 ,Od•y 0.21-0.21 0.025-0.29 0.0380036 0.N5-0.041 0.042-0.049 0.047-0055 0.052-0N2) 0.058.0.09 OO6S0079 0071-0.09 20dq 00 4-0018 00016-0019 0020.0.022 0022-0.028 0.28-0.030 0.29-0033 0.031-0.038 0.0340.040 0038-0.044 0.041-0.048 0.02 30dq 0.0011--0013 00113-0015 00016-0018) 00018-0020 0.02M.23 0.2M.025 0.23-05 0.25-0.2B 0027--0031) 0.29.0.034 E'dj 0009.0011 OD11-0012 000130015) 0014-0018 00016-0018 OOA-0020 0003.0.21 0.20A.= 0021--0024) 0.22-0.28 0.009 0.010 0.012 0.013 0.015 0.016 0.017 0.018 0.019 0.020 ��� O.WB-0.N9 0.0180.011 0.011-0.013 0.012-0.014 0.014-0.015 0A15-0.01] 0.orsrto18 0.ou-0.019 0nis-on 0 aoill-0.21 t Pred Ton frequency (PF) estimates in this bible am based on frequency analysis of Partial duration aeries (PDS). NumOers in perenNesia are PF estimates at lower and upper bmMs of the 90 % confidence interval. The probability that precpitation frequency estimates (fora hen duration and average acunanoe interval) will he greater than the upper bourM (or less than the Meer bound) is 5%. Estimates at upper bounds are not ed ed against probable m"mum precipitation (PMP) estimates and may he higher Ban c'x'eney valid PMP values. Plmw rroWb NOAA Ages 14 document for more id aWn. STANDARD DI-1 FRAME 44 BARS •4 DIAGi O ALL CC TYPICAL TOP Imo- 4'-10" DIAMETER DI-1, 1A PC ALTERNATE TOP TIC TI-1 1N " V-101000�0�000000001 rl� T-Il �uN = NOTES: 1 SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4DOO PSIMINIMUM. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, ASTM A-497 (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS). 4. CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. 5. SEE STANDARD DI-1, 1A FOR DETAILS OF FRAME AND GRATE. 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 103.03 4'-10" NOTES: RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORR. METAL 12" 2'-6" 2'-5" 15" 2'-9 4" 2'-8" 18" 3'-0 2" 2'-11" 21" 3'-3 4" 3'-2" -�l;4 I.: �f• �t DOWELS 1. TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, OR O-RING GASKETS OR BUTYL RUBBER. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. ALTERNATE JOINT DETAILS STANDARD PRECAST TOP UNITS VIRGINIA DEPARTMENT OF TRANSPORTATION GROUT SPECIFICATION REFERENCE 105 233 302 T-DI-3,4 f4 STANDARD IC-2 FRAME AND COVER PRECAST `� �4 BLCOG(OF In .; : •.,, 0 3 BARSPRECAST \+ a dR THROAT • '• 45• . •. III 2' PRECAST FACE 1' LO.1+4- OF BLOCK a• f 4" ISOMETRIC a" CURB DROP INLET THROAT SECTION ALTERNATE DESIGN .•.., 84 BARS I , '�": •:• I II II II II II :'�. •"''e X 4" HOLES EACH END PRECAST FACE OF BLOCK SEE NOTE 1 BACK \I OF 7Y,?' Ir CURB 1" RADIUS NOTE: 2„ DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT OF I/11 ADJECENT CONCRETE. ALTERNATE DETAIL FOR FACE BLOCK DETAIL A N PLAN BACK LINE 2" NOMINAL CURB LINE y y a MINAL a � rrH _ ur NSEE DETAIL A ;-f4. _------JE FOR WELING - - - - - - CURB FACE OF BLOCK BACK VIEW END VIEW NOTES ALTERNATE ALTERNATE NOSE DETAIL B 1- 2" x 4" NOTCH MAY BE FORMED WITH STRAIGHT SIDES, TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS. 2. ALL DETAILS NOT SHOWN TO BE IN ACCORDANCE (FOR USE WITH MOUNTABLE CURB) WITH SHEET 1 OF 2. SPECIFICATION `VD❑T REFERENCE STANDARD PRECAST TOP UNITS ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 2 OF 2 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 103.06 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE x GROUND LINE = GROUNO LINE = ' I rrrrr ,rrrr - - I I r -rrrrrr rrrr ' I Ill Jill �, - rrrrrr rr - - ' I %�� ' ,.Jrrr I I H4 rrrr rrr rrr rr r d r EARTH I rrr.�rrr .II rr d r ROCK OR _ - ri ty rr EARTH + 0 m UNYIELDING I SOIL o oT-k BEDDING - - a T MATERIAL J 31 : MIN. 1/10 D 1/10 p MIN. 1/10 D X D X BEDDING X D X BEDDING MATERIAL MATERIAL X 0 X PER 1' OF H MIN. 8",MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D I MIN. 1.5 x D MN. 1.5 x D TOP OF FILL MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL TOP OF FILLAli = rirrr� rrrrrrr } _ - _ , rrrrrrlrrrrrrr r.:r.•r,;.; _ rrrirrrrrrrrr rrrrrrirrrrirri - - rrrr rrrrr .; :rrrrr rrrr 'r:I:.:::: - rrrrrrrrrrrrr rrrrrrrrrrrrr - rr ;. _ r = }: rrrr rrr .rr.•r.•.•.•.• -_ - - rrrrrrrrrrr rrrrrrrrrrr - r d GROUND + •• - /r ir rr; .;; GROUND N = rrrrrrrrrr rrrrrrrrrr -GROUND p : LINE r d + = rrrrrrirr d rirrrrrrri - EARTH ROCK OR MIN. 1/10 D - UNYIELDING L ru ru MIN. 1/10D MIN. 1/10 D X D X BEDDING MATERIAL �z' PER - - SOIL X D X 1" OF H a BEDDING EARTH MIN. 8", BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL goBEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE ® EMBANKMENT NOTES: SPECIFICATIONS. FOR GENERAL NOTES ON PPE BEDDING, CLASS I BA.MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTIONN 302 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.OD. REGULAR MATERIAL ACCORDANCE rrrrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS. SIZE FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE AGGREGATE SIZE 2 USED IN PLACE OF CLASS I BACKFILL. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL rrrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. �VD❑T INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A'' 302 SHEET, OF REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 1C- C zm Z H 3 w � w � m m Ou Z Z rn 3 g w w > d F F p z z r z w w O Q w w w uVi ZO °w B B p G U U > p u o z z d= z z ]L yr u w p p u O O (..) w m F p p yl K O O O p a ,n a s> Q Q Q J OD m On On On IN 0 0 .� Z N •+ •+ •+ IN N N ry O m ,+ o N m F O N rl rl N M N O (J1 p W .o n to DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsvi le, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net I_la.l LI J J J 2' (n w raws W ,� V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: STORMWATER CALCULATIONS AND PROFILES SHEET NUMBER: PROJECT NUMBER: 19016W4D DATE: 06/22/20 C DIA. STEEL BOLLARDS W/ CONC. FILL RYP.) D A301 •• e• taw• s' 4 2'-Ia sc T-tIr L6"CONC.SUB W/ 6 It 610/10 W WM ON 6 MIL VAPOR E. C.M.U. WALL BARRIER OVER CIFAR WFL COMPACTED FILL 1351DOPS.L CONC) II s" I / 114• flEm VERIFY I 1ra \ II 1-k5 VERT.IN CONC flLLED CELLWHEitE SHOWN AND Ai 48" O.C. NA)( B A301 LL Aa11 DUMPSTER ENCLOSURE PLAN A301 nts Reinforce with a minimum grid of wire MATT reinforcing or #4 bars at 12" on center. nPI DESIGN GROUP 3450 Acworth Due West Read Building 100, Suite 120 Kennesaw, Georgia 30W P. 770-917-9172 www.mrpdeslgn.com !;J BAYFTiI BLOCK 10.60Y FINISHED GRADE ci IT( PI A DUMPSTER ENCLOSURE ELEVATION B DUMPSTER ENCLOSURE ELEVATION A301 nts A301 nts PRECAST CONCRETE PRECAST CONCRETE DUMPSTER ENCLOSURE ELEVATION DUMPSTER ENCLOSURE ELEVATION D A30t nts A30t nts LOW-PFRNTEARB,TTY SOIL FILTER FABRIC STRUCTURAL ° - BACKFILL I d° I d 6" 6" 1'-10" .3 TO OF H (TYPICAL) T-O" TYPICAL I.7:L\I:IJIp D, NOTES: 1. STRUCTURAL. BACKFH,L IS TO BE PLACED IN 8- TO 24-MCH (TYPICAL) LIFTS 2. STRUCTURAL BACKFILL MUST BE MANIPULATED INTO CORES AND ALL VOIDS BETWEEN BLOCKS TO ENSURE ADEQUATE BOND BETWEEN BLOCK AND CONCRETE MASS. - =III- -ill=III- -ill �. STRUCTURAL a � r ° BACKFILL DEPTH PER DESIGN a 00 �0 0 000 00 00 0 00� ENS SURE CORES AND VOID AREAS BETWEEN UNITS ARE FILLED COMPLETELY A N C H O R` These graphic representations are intended for AWE] n P g y Ba O 6 Multipiece Reta.inmi Wall System kJ preliminary design purposes only and are not to BUILD SOMETHING BEAUTIFUL be used for construction without thesignatme Typical Cross Section u Anchor Wall Engineering, LLC of a registered professional engineer. 2/29/2012 c5959 Baker EDE Suite 390 C 2012 Ancllm wan Engineering, LLC Typical Details For Minnetonka, I 55345 W ens TM Anchor Walt systems, Too. 3/8"=1'-0" The Andmplexi61 Retaining Wag System moll -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) ADE TO BE COMPACTED TO 95% DRY DENSITY, STANDARD PROCTOR. CONCRETE PAVING (Heavy Duty) 2.0" SUPERPAVE ASPHALT BINDER COURSE (VADOT SM 9.SA) c" UNTREATED AGGREGATE (VADOT TYPE I, SIZE 21-A) TOP 10" OF SUBGRADE TO BE COMPACTED TO X 95% DRY DENSITY, STANDARD PROCTOR. ASPHALT PAVING (Light Duty) 2.0" SUPERPAVE ASPHALT SURFACE (VADOT SM 9.5A) 2.0" SUPERPAVE ASPHALT BINDER COURSE (VADOT IM-19.0) " UNTREATED AGGREGATE (VADOT TYPE I, SIZE 21-A) TOP 10" OF ADE TO BE COMPACTED TO 95% DRY DENSNSTANDAR PPROCTOR. ASPHALT PAVING (Heavy Duty) NOTES: 1. REFER TO THE PAVEMENT RECOMMENDATIONS WITHIN THE GEOTECHNICAL REPORT PREPARED BY ECS MID -ATLANTIC, LLC. DATED FEBRUARY 26, 2019 (ECS PROJECT NO. 03:13004) - SHOWN ABOVE. SEE FULL GEOTECHNICAL REPORT FOR MORE DETAILS. 2. IT IS THE CONCTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO CONSTRUCTION AND REVIEW THE RECOMMENDATIONS THOROUGHLY. 3. ALL SUBBASE, CRUSHED STONE, AND ASPHALTIC LAYERS TO BE COMPACTED AND INSTALLED PER VADOT STANDARDS. VARIES .t ti. ailf INSURE BAKFILL IS PLACED UNDER PIPE AND PROPERLY COMPACTED 1�2 SUITABLE .D. FOUNDATION MIN. Ij,� WATERTIGHT CONNECTOR I. (A-LOK) a BEDDING NATIVE SOIL �12 MIN. 1 Y22 .D. MIN. PVC MANHOLE ADAPTER ADAPTER OD TYPE 3A: A-LOK (PRE -CAST) MANHOLE GASKET W/ PVC NOTES: MANHOLEADAPTER 1. MAXIMUM INSERTION ANGLE SHALL NOT EXCEED REQUIREMENTS AS SPECIFIED BY THE MANUFACTURER. 2. PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION. CONTRACTOR MUST INSURE MANHOLE GASKET IS UNIFORMLY SEATED AROUND STRUCTURE ADAPTER. EXTRA PRECAUTION MUST BE TAKEN TO PREVENT DIFFERENTIAL SETTLEMENT BETWEEN THE PIPE AND MANHOLE WATER TIGHT CONNECTOR (KOR-N-SEAL II OR KOR-N-SEAL306R) PaONT VR11 I� I a NOTE: 1 Pressure Test All Suction tines Upon Installation @ 10-15 PSI max. 2 Keep pleasure on Suction Cues for0 eMim DURATION of consn m, 3. Pleasure should NOT drop more Ilan 2 PSI. 4. Watch for problems when excavating dmaSaays. 5. If mdaim tankretetl s are Iomore than 60 fast aflown n reclaim re unit, man incase sudism line W 3" Imh 80 PVC. B. Placement of am Pion lines is clNcal 7. Do NOT put screens on the auction lines B. ANY QUESTIONS CONTACT SONNY'S. 'NOTES ----' + 4 ter Bdtlemmd oaeoe awmjI-rs i k Y' 80Bp 1:11.ION TAN[ CAR WASH RECLAIM SYSTEM STANDARD RECLAIM 3 TANK (SEE RECLAIM SHEET FOR DETAIL) FINAL BACKFILL MIN. COVER TO FLEXIBLE PAVEMENT, H INITIAL BACKFILL HAUNCH BEDDING SUITABLE FOUNDATUION 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST EDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSUITABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR THE MATERIAL SPECIFICATION TO THE ENGINEER. UNLESS OTHERWISED NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-900mm). 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF THE PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR SC-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. NTS �.l FINISHED GRADE EARTH CLASS I OR II BACKFILL PER ASTM D2321. COMPACTED IN 8" MAX. LIFTS TO A MIN. OF 90% MAX. STANDARD PROCTOR DENSITY PVC MANHOLE ADAPTER ADAPTER OD TYPE 3B: KOR-N-SEAL (CORED HOLE OR PRE -CAST) W/ FIELD MANHOLE BOOT W/ PVC MANHOLE ADAPTER NTS CURB INLET GRATE, FRAME AND CURB BOX SHALL BE HEAVY DUTY AND SHALL MEET H-20 LOADING. 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 IN ,N-*w uor - ;, s.eaaa... 9ele.mevL �I. E000 R11JAN TANH ,sw• na NOTE: 1. ALL UNDERGROUND TANKS AND PIPING BY CONTRACTDR 2. PIPE LO( ATIONS SHOULD BE USED FOR MY TANK 3. ALL INTERNAL TANK PWMBING TO BE a'srh 10 We UNLESS NOTED OTHERG SE 4 ALL TANK BOTTOMS SHOULD BE LEVEL B. THIS DRaWNG IS TO SHOW TANK HOLDING CAPACITY AND PIPING RELATIONSHIPS ONLY. THEYARE NOT INTENDED TO ADDRESS TANK STRUCTURE ENGINEERING. RECOMENDED MINIMUM TRENCH WIDTHS PIPE DIAM. MIN. TRENCH WIDTH 4" 21" 6" 23" 8" 26" 10" 26' 24" 48" 15" 3C 18" 39" 24" 48" 30" 56" 36" 64" 42" 72" 48" 80" 54" 88" 60" 96" MINIMUM RECOMENDED COVER BASED ON VEHICLE LOADING CONDITIONS SURFACE LIVE LOADING CONDITION HEAVY CONSTRUCTION PIPE DIAM. H-25 (75T AXLE LOAD)- 12"-48" 12" 48" PZ311 1IS 54"-60" 2N' 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" 3V-36" 24" 42"$0" 24" "COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM OF RAILWAY TEI. E-80 COVER REQUIREMENTS, ARE ONLY APPLICABLE TO ASTM F 2306 PIPE. SECTION VIEW ADJUSTABLE 6,_9. HOODED INLET SHALL BE CONCRETE GUTTER '--ROUND TO SQUARE ADAPTER WITH OPENING MANHOLE STEP 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 6" 6" MIN Q F C F m Z oD ^ 3 2 Q W mOn O Z w on 3 I,n In K Z w w U Q w w Z4at L oD 3 D O O O o G 0 0 W W oD a W W on oD U Y oD U W 0 0 U W W F 0 O oD K O O p o a on a s> a a a J m re m Do m O O o .+ Z rl rl rl rl N N N N \ \ \ \ \ \ \ \ O W Irl 'i un 1p '4 O N tD F O N rl r1 N M N O \ W \ \ \ \ \ \ N o o.N-I o 0 0 0 W M d Vf U] n M p,LT i� �IAMES DATE: 1.30.20 (q2 -.01111 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 wwiv.ca^rterengineering.net V / Z Q Q z_ ^J I..L O z> WW LI z Ln WLU N - O L O I.. U O w % w J WLU z J J W O W O O N I- v 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: STANDARD DETAILS SHEET NUMBER: 9 PROJECT NUMBER: 19016W4D DATE: 06/22/20 NOT TO SCALE VARIES WATER M M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS NOTES: 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 WTTHX"x4"TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 44" MIN. 60* 38' �a (22.5" FOR COMPOUND METER)-• 18 MIN. • • �++-----17.5"-s� ,i• 37" MIN. 12' MIN.M-4MNGNUT LOCKING ASSEMBLY e BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (210 METER) NTS FIG. W-7C a e ' 8" MIN. 17.5"� B" MIN. q •' (22.5" FOR COMPOUND METER) d'• V. a . e, :e: a °". e'.. •.A' - " e. TD-16 PST io(wffi 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 w 0 LU 0 LW 1, ^ v / L_ O 4- PROJECT NAME: 0° J J a W U U LU w W z Q w U J J ME W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: STANDARD DETAILS SHEET NUMBER: 9.1 PROJECT NUMBER: 19016W4D DATE: 06/22/20 @ _ - - - - - - - - - ---------'" — I I \\ ' \ I 492 492 \ ------ ii 1`---- `\\ 8" CONDUIT ------- _-_- _-_ -_- - _- _-_- _ -_- _ \_I I I I 1 I I I I _____________ 1 I T `\ i I 491.40 II rv_ I I n \ I O a I I I I I I I I BR 491.40 i 10 I 4 491.39 ------- 1 ae C e i p i TR 491.90 a TR 491.90 a cd-=- --.----L------- --- p ---- n ONDU d i \ TR 491.90 4 d a [ BR 491.40 I ❑ \ ��� d e "" — —' � it I ❑ \\\/I \\ �\� i ° d .� / V I 1�4 --------- PROPOSED ICARS H----�-- 91.50 , F.F.E. = 492M __ \- --- - -- -- 30' BUILDING\\SETBACK 491 C- vv - 490 -----_ 489 —3:1 SLOPE�- ---------- 488 \ \ - - - - - - - - - - - \\\ 487 10' PARKING SETBACK --� 4HI --- /' 487.50 Q — ,- ----- �< //�- Q Q 7 a �\`/'/ �— °.d ? \\ -"�9- aT-- y a'-'i. J�� 4V / d �' - \\\ ^' -- ---- a °21 p < 7 50 -- ° a ed ' "- mod- O: N d .� .. c �- n-p_- -- -" a - d d° - a. �p - d yjam/ ' ea d' / ad' . GRADING PLAN SCALE: 1" = 20' 0 / 5 m A/• ®, I I D ----- 19, 28' � ' I . D D o � I 8" CONDUIT LJ I 19,------' 19, ! 28' I ' T" II II I it �I I II I II I �I I ,I I 1 I I I 11 I I _ T (2) 12' X 18' H/C CONC. PARKING SPACE W/ 5' WIDE STRIPED UNLOADING 0 in IO Iz I Q I I N I V I I PROPOSED CARWASH 31 4,231 S.F.00 F.F.E. = 492.00 _ - - - -- -- -- -- 30' BUILDING SETBACK 125' 4" I SITE PLAN SCALE: 111 = 20' ACCESSIBLE PARKING SPACES, ACCESS AISLES AND PASSENGER LOADING ZONES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:67 (1.5%) IN ANY DIRECTION. DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinwille, GA 30677 P: 770.725.1200 F: 770.725.1204 w .carterengineeringmet z Q Q z ww J J z �> w �r- �o2 °wU p >LU w J WLU z LU Q v J J W O _ L U 0 0 0 r—' N () PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: ADA ACCESS PLAN SHEET NUMBER: 10 PROJECT NUMBER: 19016W4D DATE: 06/22/20 CG-12 A 05 DOWELS, 8" LONG AT 12" C-C� e BACK OF CURB 20:1 � PERMISSIBLE CONSTRUCTION JOINT 12:1 MAX OF ROADWAY CURB SECTION A -A SECTION B-B B A 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 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 0 15 6 14 15 xvooT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 7L11 BMW p�lY��ae3N� i'T!ir-i:=nTrn=nil=Ti= \�:=fis�` u, WITH BUFFER STRIP n n CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 5' MIN 4' MIN WITHOUT BUFFER STRIP CROSSWALK CURB 4'STRIP5' SIDEWASIDEWA LK DIAGONAL PLACEMENT WITH BUFFER STRIP "°""""" " ICRO5>"^" WITHIN THE MARKE CROSSWALK AREA. CC-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 ONE SIGN PER H/C PARKING SPACE. SIGN TO CONFORM BACK OF TO STATE REGULATIONS. SIDEWALK SIDEWALK 4" WIDE 2 STRIPING W OL 4L�U to v1 Fa;l OWW xcd ticd W 4" STRIPING 2 COATS ® 45- (t)p) OF PMS 123 YELLOW 4 PAINT 5' 11' 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.) 1' ISOMETRIC VIEW OF RAMP RAMP LANDING 5' MIN. PROJECTED TOP OF CURB SLOPE Y"/FT SECTION A -A SLOPE LESS RAMP CURB (TYP. )--� 5 F V 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 REGULATIONS SIDEWALK 4" WIDE v a2 STRIPING 1n oW u A] by aEd LLI VAN 4" STRIPING 0 45- (t)p) Piz 2 COATS OF PMS 123 YELLOW PAINT 11' II' _ 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 [E 9 El R F CROSS WALK STRIPING PMS XXX WHITE TTP 115 BLUEI PAINTED HANDICAPPED PARKING SPACE & SYMBOL NOT TO SCALE STANDARD CONSTRUCTION DETAIL HANDICAP RAMP TYPE I HANDICAP ACCESSIBLE SIGN PERMIT PARKING ONLY TYPE 12"x 18"ALUMINUM PERMIT PARKING ONLY COLOR STANDARD ❑ VAN ACCESSIBLE SIGN TYPE ALUMINUM TOW -AWAY ZONE TOW-AWAYZONE 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. j GALVANIZED STEEL POST mw ALL SIGNS MUST BE INSTALLED qw PERPENDICULAR TO THE PARKING m o m o Z STALL (ESPECIALLY ON ANGLED w F z Z PARKING) LL ¢ rn u 4 m ^ a = wwF GALVANIZED STEEL POST SET 48" (MIN.) IN PIPE BOLLARD ^ Za = WWI maw - maw Owo Owo oo g o k 6" DIA. PIPE WITH CONCRETE FILL o k w¢o m w m SLOPE CONCRETE AWAY FROM BOLLARD w¢o m m FINISHED FINISHED LL GRADE GRADE W 6dOpmU ''` POURED CONCRETE M J U 6 R ¢ OW(Itti(p ," •Qir M� POURED CONCRETE a•R. 2- 2' DETAIL "A" DETAIL "B" WITH "VAN WITHOUT "VAN ACCESSABLE"SIGN ACCESSABLE"SIGN "HANDICAP PARKING ONL Y" SIGNS NOT TO SCALE 21.1 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 vv wvxarterengineeringmet V / z Q Q z_ ^J z> LUJ z �> J LU6— LU LU I— L O O ^ I..L O U O W > Lw J LLi z L`U Q U J J LU O 0 LU O O N V ) PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: ADA DETAILS SHEET NUMBER: 11 PROJECT NUMBER: 19016W4D DATE: 06/22/20 PLANT SCHEDULE TREE MANAGEMENT CALCULATIONS: GENERAL LANDSCAPE REQUIREMENTS: Street Three Requirement Street trees shall be planted with even spacing in a row within the public street right-of-way or adjacent to the public street right-cf-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 everyffry (50)feet of streetfrontage, or portion thereof, if twenty-five (25)feet or more. Where permitted, one (1) medium tree shall be requiredfor everyforty (40)feet or roadfrontoge, or portion thereof, if twenty (20) feet or more. If required street trees cannot be planted within the parking setback or within ten (10) feet of the street right-of-way due to sight distance, utility easements, or other conflicting requirements then the planting strip shall be enlarged to accommodate the trees. If this requirement creates a hardship by causing the relocation of required parking spaces, then the additional planting area may be counted toward the interior landscaping requirement. Seminole Trail: (power lines present) 249.25 Linear Feet Large Trees Required: 6 Small Trees Required (249.25 / 40) Large Trees Provided: 6 Small Trees Provided Additional 6 ornamental Trees Provmed Woodbrook Drive: 213.63 Linear Feet Large Trees Required: 4 Large Trees Required (213.63 / 50) Large Trees Provided: 4large Trees Provided Shrubs along public streets: When a parking area is located so that the parked cars will be visible from an off -site street the agent may required additonal planting of low street shrubs between the street and the parking area, subject to the following: 1. Shrubs shall be a minimum of twelve (12) inches in height when planted 2. Shrubs shall be in a single row plantedfve (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 Landscape Area Required: 1,099.1 Square Feet (5%) Landscape Area Provided in Parking: 1,937 Square Feet (9%) Landscape Area Provided (Parking & Circulation): 27,586 Square Feet (80%) The plant materials may be a mixture of shade trees and shrubs and shall include one (1) large or medium shade tree per ten (10) parking spaces or portion thereof. Parking Spaces Provided: 30 Parking Spaces Trees Required: 3 Trees Required (30 / 10) Trees Provided: 4 Trees Provided Tree Canopy Requirements Each commercial or industrial use site shall have a tree canopy covering a minimum of ten (10) Percent of the property (45,7875F). Tree Canopy Required: 4,578.7 Square Feet (10.00%) Tree Canopy Provided: 5,695 Square Feet (12.44%) Existing to Remain O Square Feet Canopy Area (6) 329 Shumard Oak 1,974 Square Feet Canopy Area Area a L b rk Elm 1 464 Square Feet Cano Area ( ) 366 ace a q Canopy 125 Trident Maple 875 Square Feet Canopy Area (5)184 Chinese Pistache 920 Square Feet Canopy Area (6) 77 Crape Myrtle 462 Square Feet Canopy Area PLANTING NOTES: 1. The contractor shall locate and verifyall existing and new utility line locations prior to 9 tv and shall report an conflicts to the landscape architect. The contractor will be planting, Y P responsible for the protection of all underground utilities during the Ifle of the project. P P 9 9 P 1 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 b Carter Engineering. Carter En Engineering may make minor PP Y9 9 Y adjustments to the layout without incurring additional costs to project. 1 Y 9 P 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 Y P P P P P height, branching habit, flower color, leaf color, fruit color, and time Of bloom, as approved b Carter Engineering. Y 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 burls ed or as specified, trees of height, size caliper, P P PP P 9 gnus s ecies cultivar and branchin confi uration indicated. The roots stem of each shall 9 P 9 9 Y be well provided with fibrous roots. All arts of plant shall be moist and show active teen P P P 9 cambium when cut. they shall be free of disease, insect pests, eggs or larvae. All plants to be moved balled and burta etl must be moved with the roots stems as solid units with PP Y balls of earth finnl mapped with untreated burlap, firmly held in lace b a stout cord or Y PPe P, Y P Y wire, drum laced, boxed, or in containers. 8. Pwnin and shaping: rune thin out and shape plants in compliance with American Hart's 9P P P P 'American Standard for Nursery Stock' to reserve the natural character and only Y 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 ri right to reed plant material at the 9 99 1 nursery or at the site. 11. The trunk flare (at the base of the tree) shall be properly exposed for all plantings. 12. Kee root balls intact prior to and during planting operations. Plants with broken or damaged P P g el 9 9 ed root balls Shall be rejected and immediatelyremoved from the site. Kee root balls dam ll P and rotected from damage due to sun and wind. Do not shave root balls. P 9 13. Plant soil mixture will be used to backfll the planting area. Install plants simultaneously with installation of planting soil mixes. P 9 14. Tree planting: see tree planting detail and notes herein for additional information related to P 9 P 9 planting it dimensions planting operations, backfillin and tree staking. P 9 P 9 P 9, 9 15. Container stock planting: plant container grown stock the same as specified for balled and g: buriapped stock, but remove containers completely. 16. Soil shall be free of all debris construction material and slurry. Landscape areas shall be P 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 property, 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. P P 9 20. All plant material shall be mulched after planting. Backfll to allow room for mulch after settling, and place mulch in dish after first watering and within one week of planting. See Iantin details for mulch thickness. P9 21. All plants shall be plumb vertically after settling or as directed by Carter Engineering. 22. Plantingrestrictions: plant during one of the following periods. P 9 9 • Spring planting shrubs roundcover, perennials) - March through May P 9P 9( .9 .Pe ) 9 Y • 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 1B-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 verity the quantities listed in the plant legend. Contractor is responsible for installing all plants shown on planting plans. In case of discrepancies Carter Engineering should be contacted. 25. All groundcover quantities shall be determined using the information provided in the groundcover quantity and spacing chart within the Landscape Drawing Set. GENERAL LANDSCAPE NOTES: 1. Landscaping shown on this plan shall be maintained in compliance with county and/or city landscape ordinance. 2. All disturbed ground shall have ground cover or mulch and/or grassing. 3. Trees selected for planting must be free from injury, pests, disease, nutritional disorders or root defects, and must be of good vigor, so as to assure a reasonable expectation of survivability. 4. Plants that are diseased, unsurvivably damaged or are dead shall be removed and replaced with a plant of the same species, variety, and cultivar, as acceptable to the code enforcement director. 5. Other landscape materials shall be maintained in proper repair and shall be kept clear of refuse and debris. 6. Arbor Tie or similar nylon tree strapping/guying material shall not be used in a way that will girdle tree trunks if left in place. GROUNDCOVER SPACING & QUANTITY PLANT SPACING PLANT SPACING MULTIPLIER (PLANTS PER SF) 12" 1.15 15" .74 18" .51 24" .29 TOTAL QTY BOTANICAL NAME COMMON NAME CAL./GAL. SPACING TYPE HT./SPR. MINIMUM REMARKS CANOPY TREES 5 Pistache.ehmsis iChinese Pistache 3.5"Ca1. As Shown B&B 12'/6' / Straight Central Leaderto Min. 6' Ht. Wells aced Branches g P Symmetrical Crown 6 lQuerrus, shumardii IShumard Oak 1 3.5"Cal. I As Shown I B&B 1 12'/6' 1 Straight Central Leaderto Min. 6'Ht., Well Spaced Branches, Symmetrical Crown 4 Ulmusparvifolia'Emerll'Allee lEmer 11' Lacebark Elm 1 3.5"Cal. I As Shown I B&B 1 12'/6' 1 Straight Central Leaderto Min. 6'Ht., Well spaced Branches, Symmetrical Crown UN DERSTORY/FLOWERING TREES 6 Acerbwrgenanum 'Aeryn' Aeryn'Trident Ma pie 1 3.5"Cal. I As Shown I B&B 1 12'/6' Straight Central Leaderto Min. 6'Ht., Well Spaced Branches, Symmetrical Crown 6 iLageatroemia indica'Tuskegee' Tuskegee' Crepe Myrtle I 3.5"(Multi) I As Shown I B&B 1 10'/5' Multi-stem(3min.)Clear to 5', Wei l Spa ced Bra nches, Symmetrical Crown EVERGREEN SHRUBS 12 Camellia sasonqua'Kan/Iro' Kanjiro' Camilla 7Gal. As Shown Container 36"/30" Full Pot, Well Shaped 37 Cepholotaxus herringtonio'Prostrata' Spreading Japanese Plum Vew 3Gal. As3hown Container 18"/38" Full Pot, Well Shaped 12 Ilex crenata 'Sky Pencil' Sky Pencil'Holly 7Gal. As Shown Container 36"/38" Full Pot, Well Shaped 117 llexglabm'Densa' Densa' Inkberry Holly 5Gal. As Shown Container 24"/24" Full Pot, Well Shaped 80 Ilex vomitoria'Stokes Dwarf Stoke s Dwa rf' Ya u po n Holly 5 G a 1. As Shown Container 24"/24" Full Pot, Well Shaped DECIDUOUS SHRUBS 0 Hememcallis 'Stella de Oro' Stella de Oro' Daylily IGal. As Shown Container 18"/I8" Full Pot, Well Shaped 22 Deutzia gracilis'Nikko' Nikko'Deutzia 3Gal. As Shown Container 18"/IS" Full Pot, Well Shaped 74 Rosa'Meiggil' Peach Drift Ro,e 3Ga1. AS Shown Container 18"/I8" Full Pot, Well Shaped 32 Roso'Rodtko' iDouble Knockout Rose 3Gal. As Shown Container 18"/IS" Full Pot, Well Shaped GROUN DCOVERS (in square feet) 1300 JUdope muscon'Big Blue' Big Bl ue' if lytu rf IGa I. 18"O.C. Container 1 12"/12" Full Pot, Well Shaped GRASS (in square feet) PLANT HEALTH NOTE: 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 4- \\ (6)'DENSA' INKBERRY HOLLY - (43)'DENSA' INKBERRY HOLLY ' (12) DWARF YAUPON HOLLY (4,080 SF) SOD - AS DIRECTED BY OWNER 1�(' MAC NAIL ELEV.=491.27 a I " ��11 ' 1 I 1 I I I 1 1 i SCT RIO HILL, LLC, 1 1 1 1 1 1 1 1 1 1 1 C/O ROSENTHAL PROPERTIE'lS II 1 11 I I I 11 I TM# 04500-00-00-094A0 I DB 4134, PG 199 ZONING: PD-SC PRESENT USE: SHOPPING CENI I ACSA SEWER EASEMENT SHADED AREA). NO TREES WITHIN EASEMENTAREA EXISTING (135 SF)'BIG BLUE' CREEPING LILYTURF NT (15) DWARF YAUPON HOLLY /17 DB (7)'DENSA' INKBERRY HOLLY (3)'KANJIRO' CAMELIA (1) CHINESE PISTACHE 1 ALLEE LACEBARK ELM O I I (125 SF)'BIG BLUE' CREEPING ULYTURF I :_ (220 SF) 'BIG BLU E'CREEPI NG ULYTURF (3) CHINESE PISTACHE 23 'DENSA' INKBERRY HOLLY 6 DWARF YAUPON HOLLY (5) 'DENSA'INKBEII HOLLY ' EX INV. OUT WITH FLARED (415 SF)SOD -AS DIRECTED BY OWNER END SECTION=470.4' n 1 'KAN11R0' CAMELLIA (3)'KAN11RO'CAMELLIA / ip 11 DOUBLE KNOCKOUT ROS � � f 2 HPIVIARP K STORMWATER EASEMEN� , DB 985/717 AND pB-139_5/Z2-2 �i i /h EX- SSM TOP =�4 52T t£r i • • , , , laA A A A .. RW INI,,( nUT -.4, 77 -__-„v (3)'AERYN'TRIDENT MAPLE (4) SPREADING JAPANESE PLUM YEW (12) DWARF YAUPON HOLLY (1 PEACH DRIFT ROSE (1)'KANJIRO' CAMELLIA / (5) 'TUSKEGEE'CRAPE MYRTLE Double Knockout Rose Spreading Japanese Plum Yew Cepholotaxus harringtonia 0 'Sky Pencil' Holly El Sod - As Directed by Owner Rosa radtko Ilex crenata 'Sky Pencil' 'Prostrota' 0 tr^.t} 'Densa' Inkberry Holly Ilex 'Densa' � Dwarf Yaupon Holly O 'Nikko' Deutzia Deutzia 'Nikko' 'Big Blue' Creeping Lilyturf Liriope 'Big Blue' glabra Ilex vomitoria Stoke's Dwalf gracilis muscari 'Kanjiro' Camellia 0 Peach Drift Rose Camellia sasonqua'Kanjiro' Rosa'Meiggil' 'PANACHE' SHUMARD OAK ALLEE LACEBARK ELM CHINESE PISTACHE Quercusshumardii'Panache' Ulmus parvifalio'Emer 11' Pistachea chinesis Street Tree Parking Lot Tree Medium Interior Tree LANDSCAPE SYMBOLS 'AERYN' TRIDENT MAPLE 'TUSKEGEE' CRAPE MYRTLE Acerbuergerianum Aeryn' Lagerstroemia indica'Tuskegee' Street Tree(Power Lines) Ornamental Tree (Power Lines) t 11l • \ o► �@ L II o/� ��'�/�j'� ❖•.00000000•..00000000 = S�s&_ ��' O�N���•i01•k...in1_c1>.�.:(c.>•i.>.asr_c1••• 7/ vl ''• � ��bJ,i� 4I�k�\��M/•.i.♦.��♦�z11,�i>>�•14♦1♦♦--y�H� �� . •• r r rr� ♦ i / - 24 II • r 7P' � �•iiii i _ a E y i• k .,. s 7Lii•/ lr- .. rr I I� lv � J Q Q 1• 1 � J k Jf rLI I __ ♦••• PROPOSED CARWASH •i:0i•1•i4 :b• 1 ♦ �_ ,:00.❖O. �' a �: •.V'i I ' » II ` 1 >d r T i iT IQ �i rii ,I 1 �R 7 •. t-'I Ic-. r 1 w . e/ O \ O I ♦ O p� I J •I 1 ` a. � r �+��•s'I'II I ��!` .1 Oi . •• O I ��iiii p Ft�yy►►�� I�1�. = GL1 r; i r • ,.'.•Y I •• ► I 3�i'R� 6 O 6 010 31 r ;lZ u Q_,d o O:OIO d QO !R►� : p��'v r.••.•s•www• •. caw w->r•iw - O-✓�X,a���w...���.,,..A•A�9�A `_-,..".. f'xJ �.>• - -tea: vwwvgv_v_vvv/r,a•��♦v �,��,�-,:4�.---•.-+--- - 6 {�t- - ,.a al� - c - •`'.t'•��',�r` ram•, ,�(yM �n•,i �,.. •� Nt�e�����'i�����p.,n =J�i✓� _ _ ��s�f.�n'tYJb�t�Lrl. _'S �d��y�l�_�r".d � �� -'leiruyy`i-4?���%O o:•�tai'�r����.'y... mom. �...1g.� �®lL .a�E,d'40000.`,. •'`�•'►'.O'�o r ter•. �•• ., cur - �s.-np •'��az r � - Its _ • I 8�Know what's below Call before you dig 4 dial 811 / 8 'i ••. \ � r.e �'nrs•r akin ,, dace i• a ro.nvo ..r • p 4�n !• 4e,.r,.ee •g f a • r F a� sir+i 4k • / � l fL`i ,E�. �� °s 9♦ aeaaA' 1- ••1^,e, n-,iw Y,i1e,s�eA.l� p! 1 ' /J �n •• �� iHl n-OP u1 r , ax+r• = v 'a'h A �'r uea y �` r¢�•"ar °' , 'W 2b'uniewu-m . P n_ 0 4 '�^ IrTJ �NYN ru Y*p• c. e,. • O.. pl` p "I !ia � at x ,i t �I ep" cad u,l.er M1 r•!r- 6r.fPre, - � 61 In Ic • x ,,i xy /�7,ly.eJ LOCATION MAP SCALE: N.T.S. DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Greg DeBacker Contact: Justin Hendley Phone: (706) 548-1151 Tel. (404) 219-8331 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052 , ZMA 1987 - 00007 and SDP 1988- 00001 Zoning: PD-SC (Planned Development Shopping Center) Note: This parcel is subject to the following overlay districts: Airport Impact ( P 1 g Y P P Area Entrance Corridor, and Managed Steep Slopes.) , g P P ) 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 Bounds and topographical Information obtained from field run survey Hurt ed u su e b u BoundaryY Y & Proffitt dated April 30 2019. Phone 434 847-7796 P 1 1 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the comprise underground utilities shown rise all such utilities in the area either in g P service or abandoned. The surveyor nor engineer warrants that the underground Y g g utilities shown are in the exact location indicated. The surveyor nor engineer has located all the underground utilities. physically g It is the responsibility of the contractor to field locate all utilities prior to P tY commencingwork and notify engineer if a discrepancy is found. fY 8 P cY 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 8 8 heron. There is no certain of the accuracy of this information and it shall be certainty cY considered in that light b those using this drawing. The location and arrangement g Y 8 g g of underground utilities and structures related to underground utilities shown g g hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees,his consultants Y and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the P cY g 8 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 Ive thousand 5 000 square feet. For purposes o this paragraph, 'retail f (, 19 f P P f P 9 P, sales area'sholl be deemed to be (1) eighty (80) percent of the gross floor area; or 2 at the request o the applicant, the actual retail sales floor , () 9 f PP 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%) 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.carteren ' eerm .net � g ' ^ V J z J Q z zLU I- W J z �N J LU LL.I 2 O2 J Q 2 O LUCC >LU J W ~ LU W 0 U J J LU O CC O O W N I'- V^ J PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: 12 PROJECT NUMBER: 19016W4D DATE: 06/22/20 PLANTING NOTES: 1. The Contractor Shall locate and venty, 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 forth, 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 mt. they shall be free of disease, insect pests, eggs or larvae. All plants to be moved balled and budapped, 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 art leaders. Remove all dead wood, suckers, broken or bruised branches, and crossing branches. 9. Stakes and Guys: to be round cedar posts. 10. The Carter Engineering representative reserves the right to reject plant material at the nursery or at the site. 11. The trunk flare (at the base of the tree) shall be property 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 budapped 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 property, 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 Noce within the first 24 hours after planting. 20. All plant material shall be mulched after planting. Backfill to allow room for mulch after settling, and place mulch in dish after first watering and within one week of planting. See planting details for mulch thickness. 21. All plants shall be plumb vertically after settling or as directed by Carter Engineering. 22. Planting restrictions: plant during one of the following periods. • Spring planting (shrubs, groundcover, perennials) - March through May • Fall planting shrubs (shrubs, groundcover, perennials) - Sept. through November • Tree planting - September through April 23. Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship or growth within 18-months of substantial completion. Failures include, but are not limited to: • Death and unsatisfactory growth, except for defects resulting from the lack of adequate maintenance by owner. • Structural failures including plantings falling or blowing over. 24. The contractor shall verify the quantities listed in the plant legend. Contractor is responsible for installing all plants shown on planting plans. In Case of discrepancies Carter Engineering should be contacted. 25. All groundcover quantities shall be determined using the information provided in the groundcover quantity and spacing chart within the Landscape Drawing Set. GENERAL LANDSCAPE NOTES: 1. Landscaping shown on this plan shall be maintained in compliance with county and/or city landscape ordinance. 2. All disturbed ground shall have ground cover or mulch and/or grassing. 3. Trees selected for planting must be free from injury, pests, disease, nutritional disorders or root defects, and must be of good vigor, so as to assure a reasonable expectation of survivability. 4. Plants that are diseased, unsurvivably damaged or are dead shall be removed and replaced with a plant of the same species, variety, and cultivar, as acceptable to the code enforcement director. 5. Other landscape materials shall be maintained in proper repair and shall be kept clear of refuse and debris. 6. Arbor Tie or similar in tree strapping/guyingcoaterial 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 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 o� 4 PLAN 1J EQUAL EQUAL ROOTBALLO ROOTBALL0 G'4. I SECTION TREE PLANTING AT LANDSCAPE TREE PLANTING DETAILS %" = 1'-01F 1 I 1-1 11-1 11-1 11-1 11-1 11-1 11-1 I I SOIL PREPARATION PLANTING BEDS REMOVE CONTAINER AND LIGHTLY SCARIFY SOIL TO LOOSEN ANY ROOT BINDING JUTE NETTING REQUIRED WHERE SLOPE >_ 2:1 EQUAL SPACING PER PLANS EQUAL SPACING PER PLANS EQUALSPACING EQUALSPACING PER PLANS PER PLANS SHRUBS PLUMB IIIIIII�IIIIII�IIIIIICII■�1MOVING ��I�I■I �� � �i��� � �ri�;�� � �ri�;l� II t IIIIIInnInIII�IIIIIIIIMIInnllnlnlnnnnnnllnllnllnlllll116(IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�)i,IIIICIIIIIIIIIIIIIIIII •.� -' �e � IIIII�II�IIIIIIIIIIIIo-Jllllllllllllll� ., � �, . � o �� r ja moo; � j ����° I EQUALO EQUALO SHRUB PLANTING ON A SLOPE SHRUB PLANTING DETAILS 11211 = 1'-011 (3) 2" SQ. x T WOOD STAKES, EQUALSPACING (SETINSIDE SOILSAUCER) FOOTBALL, 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 REMOVE EXCESS BURLAP WITHOUT DISTURBING ROOTBALL, EXPOSE MINIMUM TOP 2" OF ROOTBALL SOIL SAUCER, 6" MAXIMUM HEIGHT COVER WITH MULCH 3" MULCH LAYER FINISHED GRADE 6" COMPACTED FILL LAYER TO PREVENT SETTLING LOOSEN FILL OR NATIVE SOIL, REMOVE IMPERVIOUS DEBRIS FILL OR NATIVE SOIL NOTE: 1. 'DEEPROOT PROTECTIVE ROOT BARRIER SHALL BE INSTALLED PER MANUFACTURER SPECIFICANTION AT EDGE OF PAVEMENT IN ALL AREAS WHERE TREES ARE PLANTED 6' OR LESS FROM EXISTING OR NEW PAVEMENT AND HARDSCAPE. 2. ROOT BARRIER SHALL BE PLACED CONTINOUS ALONG PAVEMENT AND HARDSCAPE WHERE TREE SPACING IS LESS THAN OR EQUAL TO 20'. 3. WHERE TREE SPACING IS GREATER THAN 20', ROOT BARRIER CAN BE PLACED IN 20' SEGMENTS AND CENTERED ON THE TREE. PLAN 4" MULCH LAYER OVER EXPOSED PORTION OF ROOTBALL HORTICULTURAL SOIL 18" ROOT BARRIER BY'DEEPROOT', UB-18-2, OR APPROVED EQUAL. PROVIDE ONLY WHERE REQUIRED (SEE NOTE) ADJACENT HARDSCAPE / PAVEMENT ki w c� o`er 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 .y,.�st:�t�l':':a"iii•:'"eb.".ti.:1a:t:ri.ei+4;`r:y'i:;;rc;1�G.;y w;,;.a.;�•:_.,.j. v;.:ti.,. ,. .' 2" LAYEROFTOP DRESSINGSAND (AS DIRECTED BY OWNER) SUBGRADE TO 6" MINIMUM DEPTH \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ FILL OR NATIVE SOIL - I I-IIII 1 11 1 11 1 11 1 11 1 11 1 11 1 11 11=1 1 11 1 11 1 11 11=1 11=1 11=1 11=1 I SOIL PREPARATION TURF GRASS SOIL PREPARATION DETAILS ADJACENT PAVEMENT SEE PLANS 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) OOTBALL 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 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 k's� (jam- EMOVE EXCESS BURLAP WITHOUT ((11 d� DISTURBING ROOTBALL, EXPOSE A MINIMUM TOP 2" OF ROOTBALL TURF GRASS, HOLD BACK 18" AROUND TREE TURF SOIL PROFILE, SEE STANDARD DETAIL IAll It I 1 II 1 I .. INISHED GRADE EQUAL I EQUAL ROOTBALLO ROOTBALLO 6'4. SEE SCHEDULE rna saeciun 6" COMPACTED FILL LAYER TO PREVENT SETTLING i00SEN FILL OR NATIVE SOIL, REMOVE IMPERVIOUS DEBRIS FILL OR NATIVE SOIL 3" MULCH LAYER LOOSEN FILL OR NATIVE SOIL, REMOVE IMPERVIOUS DEBRIS EQUALO I EQUALO ROOTBALL ROOTBALL 3" COMPACTED BACKFILL LAYER TO PREVENT SETTLING HORTICULTURAL SOIL LOOSEN TOP 4" OF FILL OR NATIVE SOIL FILL OR NATIVE SOIL g GZ SET TREE PLUMB AMES J TER' O. l 3) 2" SQ. x T WOOD STAKES, EQUAL \ SPACING SET INSIDE SOIL SAUCER LONAL E� SOIL SAUCER, COVER WITH MULCH OOTBALL, SIZE VARIES WITH TREE CALIPER DATE: 1.30.20 / TREE GUYING, 'ARBORTIE' BY'DEEPROOT' OR APPROVED EQUAL SIZE AND STRENGTH TO MATCH SPECIFIED TREE ATTACH PER MANUFACTURER SPECIFICATIONS SOIL SAUCER, GRADUAL SLOPE TRANSITION TO GRADE COVER WITH 3" MULCH LAYER, PLANT PER PLANS D yy •dQ� CARTER ENGINEERING CONSULTANTS � IQ a Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Waticirrsville, GA 30677 U a F: 770.725.120 D'^Illfl v F: 770.725.1204 p wvvw.carterengineering.net e 6'-0" MINIMUM EQUAL EQUAL TRANSITION SOIL SAUCER SECTION ROOTBALLO R00TBALLO BACK TO GRADE 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 NOTES: LOOSEN PRIOR TO PLACEMENT 1. SEE PLANTING PLANS FOR SHRUB AND OF PLANTING SOIL MIX GROUNDCOVER, GRASS, AND PERENNIAL PLANTING GROUNDCOVER DETAILS 34 n = 1'-011 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 LAYERTO PREVENT SETTLING JUTE NETTING REQUIRED WHERE SLOPE >_ 2:1 -FINISHED GRADE -HORTICULTURAL SOIL OR NATIVE SOIL STAGGERED ROWS THROUGHOUTBED TYPICAL ON CENTER DIMENSION AS SHOWN ON PLANT LIST V 1 z Q Q z_ ^J z> Ww J z� J > W5LU I..L L OO 0 Q O UJ % U w J W z W Q LU CJ J J LU O 0 _ CC W O O N 1' ^ V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: LANDSCAPE DETAILS SHEET NUMBER: 13 PROJECT NUMBER: 19016W4D DATE: 06/22/20 J 19, 27" VAC EQUIPMENT BASIC-2 CarWash Controls W/ Gate & LPR Configuration by G.C. 25' 8' - 10' 4'_7„ O% 0% �' i ------ M LPR VEHICLE DETECTOR- - - - - - - - - - 61 25' IN 1 OU sa U 6" 6k— 4' 11fl H -0— 9„ AUTO ENTRY AND GATE EXAMPLE ZN o 6 25 U 4' k VAC EQUIPMENT Notes: 1)- Face of Sonny's -PS 4" from curb edge. 2)- Face of Gate 18" from curb edge. 8)- RFID should be 12" from curb edge. 4)-Curb should be 8" in height. 5)- Curb should have bollards (04"X88" A.F.F.) at both ends to protect hardware. 6)- Sonny's -PS and gate should be no lees than 9' and should not exceed 10'. 7)- Lanes between curbs should be no lees than 9' (recommended) and should not exceed 12' 8)- Loops provided by CarAash Controls Installation by G.C. AUTO ENTRY AND GATE EXAMPLE AUTO ENTRY AND GATE EXAMPLE I. & V! '440 I AUTO ENTRY AND GATE EXAMPLE CANOPY EXAMPLE AND VAC EQUIPMENT zm Z N > w a w N O O m F U m z N 3 a w w a Z Z 0 o z z m z �z„ w U¢ w w a Z m d 0 0 w rr 0 0 o F o U U m F U U F U w N N U w w w Q F w w m i O m m a i rc rc Y U 4 v~—i Q Q> ¢ Q Q O J m O1 O1 O1 O1 O O O N O F O N rl rl N t'/1 N O 1/) a n W ti N ti ti t\D c\-1 � O O ri ri O O O O W � u .-+ ry E�. lon WN CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 W atkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net 14 QQ z ^J H w w J ZLU J % W r- C G � 0 o 0 J u O >w J W z W` Q LU U J J W O _ W 0 0 N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA C971�ii���Ixl EQUIPMENT SAMPLES SHEET NUMBER: 14 PROJECT NUMBER: 19016W4D DATE: 06/22/20 DA CARTER ENGINEERING 30—C CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 vv w.carterengineering.net I\ U I" ) I\ V) -t) IN) CN d ct d LC) QZ 00 J z 105'CON V. ~ z> ww J z �> J w in-LU 0 0 J EQUIPMENT PLAN p NOTE: ALL EQUIPMENT LOCATED WITHIN THE BUILDING Q w J W z Q U `W J J W O C) _ 0 O O W IN N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EQUIPMENT SAMPLES SHEET NUMBER: 14.1 PROJECT NUMBER: 19016W4D DATE: 06/22/20 ARCHITECT OF RECORD: 20'-0" MOUNTING HEIGHT F L--- LUMINAIRE. SEE FIXTURE SCHEDULE. SQUARE NONTAPERED STEEL SITE LIGHTING POLE. COORDINATE FINISH WITH OWNER AND ARCHITECT PRIOR TO PURCHASE. HANDHOLE. (MINIMUM OF 4" X 6") AT 48" A.F.G. TO CENTERLINE. GROUNDLUG EXPOSED CONCRETE PROVIDE HANDHOLE 11"X18" HANDHOLE BARE CU GND AT ALL POLES. COVER SHALL BE HEAVY TROWEL SMOOTH DUTY, SLIP RESISTANT, BOLT -ON, AND BUSHING INDICATE "ELECTRIC" ON COVER. SEE j [*6 CADWELD SPECIFICATION FOR MODEL NUMBER AND CONNECTION TIER RATING REQUIREMENTS. SPLICES SHALL BE WATER TIGHT. PROVIDE GROUT AND SLOPE TO DRAIN GRADE GALVANIZED RIDGED ELBOW PVC-TO-GRC COUPLING CONCRETE — ROUND BASE FFEE SCHEDULE 40 PVC FROM PREVIOUS POLE TO NEXT POLE 5/8" X 8' COPPER CLAD GROUND ROD SITE LIGHTING POLE BASE SCALE: NOT TO SCALE OA 0 .0 Y•' x" x" 2 Y" x-- x'= x- YA• .'• Y" x : 1!l9 34. x xs•= i AI i'• Y' r af= X22 X� x•' ,�• i'• Y11 2 elr Y•= Yu i•' i•' x x x x + Y'6 z�e i� i• xF• aA' Y1B Y•= ijB Y � a'e YA• Ytc �s iab iai �,+ iB i' �,.• / Tl + Y•° t= r-• >l' r r r r• r• r r e I r Ill. a' a= Y el lilx el A x B/ x'• YtBil.a i= h^ x Y,A Y', x'• Y•' x r r —� x x x i•' x e a� Y• r �°� x Al. x Y•- Y•= x- xlk2 i¢B iu iT' Al. Y•' Y•' aT' x x x x lli x el if --- Y°. ,s a- x �Z•'u i� Y•' Y•' x x i' i° z'a i� xl= x aT' x x x x ll. ll' a l— z' ABQ ,.AB©° %' x Y' x x"%° x- x Y Y x x. is1.1 x i° •x �'° i-• ii•a i= x wT' i' o A x �° r• 4•E e• e x r r° x r• t• j_ 'e_ 'e= x x r• t°I � J x 11 x'-• e e xAi xA a x'° x^' x" y" xv xAA la e2 f x.A x,x ex'" exA OBL P — r r e. t• r xw r zl � el el ell, ell r r le.��x., z° �� �' r• NOTE: SUBMIT SIGNED AND — — SEALED STRUCTURAL r r r r aA > ,A� ABQ CALCULATIONS FOR POLE ASSEMBLY FOR 130MPH WIND ZONE PER ASCE 7-05. SEE SPECIFICATIONS. + + �° Y•' x x �• r• r x x x �^ r' x er x x-x r z' �° ,n �• �- t• NOTE: POLE BASE STRUCTURAL DESIGN BY OTHERS. �' x-r r• r r r v �' r �' ,° ,° x r t' r^ r �_ ,1' xl'° Y•' r t• 'lls x01 >?' .21 r x- • x� t' �• r el .1_ j_ �• �, r r el r r• � e • te. r• • r-° e x r r i' ?= al r• e' e e P 11° 1�' IP x x x x.e eA x" , r• , , • r^ ° e r° al r x x r°® e ® Y•' e r r ill x 'ex x r, x" 11 r• z'� YI- r• r° r Ir t• xil 3P el Y•' x=• r° a' r r i_ 'ex 'e= x ° e r• I r x., Og r' t, x :' r r e e e le,r e r r 0 0 — — C X + + + + + WA WA r• + >JA r 11+ +1.5, , t � WA W Y + x" x" Y t' x" ) 1x x Y x" x" 1. l. 4ll f' + + + + + + + + + + + + WA+ WA WA 30' BUILDIN LM� C WA WA WA WA LIGHTING FIXTURE SCHEDULE LAMPS BALLAST/DRIVER MANUFACTURER TOTAL TYPE DESCRIPTION & CATALOG NO. VOLT -AMPS VOLT N0. TYPE NO. TYPE AB 38W LED - N/A LED GARAGE/CANOPY FIXTURE. FULL -CUTOFF OPTICS, FLAT LENS, AND RECTANGULAR LSI 38 MVOLT LIGHTING DISTRIBUTION. MOUNT TO UNDERSIDE OF CANOPY. CRUS-SC-LED-SLW-30-UE-BZ OA 131 W LED - N/A LED AREA LIGHT WITH TYPE 3 DISTRIBUTION. FULL CUTOFF. MOUNT 20'41 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 131 W 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). XTOR1 B-Y-BZ (3000K) NOTE: ALL FIXTURES LISTED TO HAVE BRONZE FINISH PER LOCAL JURISDICTION. ALL FIXTURES LISTED TO BE 3000K PER LOCAL JURISDICTION. ELECTRICAL - PHOTOMETRICS PLAN SCALE: 1/16" = V-0" THOMAS E. MORGAN, JR. ARCHPTECT rI P 423 FISCHER TRAIL e. + , 'G. ELLIJAY, GEORGIA 30540 4° + 4D, + + I + + + + �A , + + , P. DESIGN GROUP « , « « « «92 3450 Acworth Due West Road * * * * * * * Building 100, Suite 120 Kennesaw, Georgia 30144 * * *l. * * P.770-917-9172 F. 770-917-9470 www.mrpdesign.com ISSUES/REVISIONS * * * * * * * DATE DE5CWTION 08. 18.20 COLORED ELEVATIONS SUBMITTAL DRAWN BY: MTC « + « « « CHK'D BY: SWL PROJECT TITLE: 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 SAVANT Engineering, LLC 5064 Roswell Road, Suite D-301 Sandy Springs GA 30342 770.319.7400 Project 20147 02020 ^FRTfFTr ATR OF AT T"TWORU A TLMN }1nnAA£ 1 Y 2 >Q ui � J U � C/) w (n uJ a_O X Lu Q U SHEET TITLE: ELECTRICAL PHOTOMETRICS PLAN PROJECT NO: 19066 E100B ARCHITECT OF RECORD: Catalog t: Prepared By: Date: Scottsdale Legacy (CRUS) LED Canopy Luminaire E c@u9 IP66 uninga Lumen Package 5.000-22,000 Wattage Range 38-152 Efficacy Range(LPW) 114 -156 Weight Goal 23(0.4) FEATURES a SPECIFICATIONS QUICK LINKS Ordering Guide Project: Type:_ Performance photometrlcs Dimensions J Construction Category C Low operation (per ANSI/IEEE penetration consists of a 4" hole, • Features aultra-slim 11/16" profile die-cast C62.41.2) is standard. simplifying installation and water sealing. housing, with flat clear tempered glass lens. • Driver components are fully encased In Unit is designed quickly retrofit into existing Scottsdallee 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 LSI's DuraGrip' polyester powder coat driver/electrical enclosure is elevated installations (see separate spec sheets). process. DUraGrlp 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 lifeS . Seals to optical housing via one-piece molded silicone a 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-"0 VAC, 50/60 brightness, high efficiency LED; 3000K, HZ input. UL and ETL listed to UL 1598, UL 8750 4000K, 5000K Color temperature, 80 CRI . -401 to 55'C (-40'F to 1311 ambient and other U.S. and International safety (nominal). operating temperature. (Varies based on 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: 5,000110,000, depending upon the ambient temperature Qualified Products List at www.designlights. or9/QPL to confirm which versions are 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 611 surge Divisions 2 only when properly installed per protection that meets IEEE C62.41.2 and LSI installation instructions. See Isicorp.com ANSI C82.77-5 Location Category C Low for specific guidance. Not available on SLW. standards. Custom lumen and wattage Installation packages available. • Additional field replaceable 1okV surge • Qne-person installation. protection device that meets a minimum • Installs in a 12" or 16" deck pan. Deck ORDERING GUIDE Scottsdale' Legacy LED Canopy Luminaire (CRUS) Rack to Quick Links CALORDER ExAmpm CRUS SC LED SS 50 UE III Profit Distribution Light Source Drive Current Color Temp Input VDhage Finish Opeom CRUS-LED Canopy SC - Symmenic LED 8LW-Super LOwWatt 50-5,000K UE- Unkelsal WHT - While HLa- N L Luminline AV - Asymmetric AW-Very Law Watt 40-4,000K VottaAe( -Brave LW -Law Watt 30-3,000K B -Black RA - Super Saver HV-Hi HO - High Output 347-48DV NO -Very High Output Custom Lumen Panmged FDOTNWM- 1. AC tlietri eAken umims a rent a which alters the look from a a MaM SC distribution 3. Custom lumen and wa[Mge packages re a me mnmk Mcton,. Values are within induary aaMaM [dm- 2. Not available m SLW. antes but at DLC liAe . Accessory Ordering Information (Accessories are field installed) Description order Number OMMplion OrdMNumber Rdi Lamb-EC/ECTA/III M CRUS, Mr Is-BookPanty 525M RWroet RIC Corer Panel Blank (no halm) 364702 Man PenWe-ECTA/6CF M CRUS, for 12"Beck Panty NXIS1 KG - Hole Plugs and SIfore(enough For gS geMKb)' 1321)SIO RWrofitaQCorerP WBWk(no ho1N) 35128E PERFORMANCE I-Lbnsimm(26)7Al plugs,(100) Sala' has Plugs and(1) tube Of SIN Rack to Quick Links DELIVERED LUMENS WOOK OCT SINK SIT 6000K Cm umnmmlr oloboon Delivered Mmem Woo, BUG RMng 0.1Mrad Lease. EMI., BUG Rating Mll,.wL wan WGRatlnp W as SC 21301 140 BFUDG2 21as5 I" 94.UDG2 22M7 150 BA-UO-G2 OLD AE True 114 03-11003 11 117 331 18502 IV 83-1.111 lot an 1799 IQ G3-UDG1 Iwo 146 V3UO-G2 19071 152 B4-U0G2 HO AC 1458E 116 Gal14955 119 B3-00-02 15546 124 03UDG2 1n SC 13113 141 03-UDG1 l3 144 B3410.61 loom ran B9-umi SS Ag 1146E 123 Ba-um 11761 in G84111G2 12M 131 B3-UO-G2 A3 SC 10457 led B3-UDG1 10724 148 MO-61 11148 154 Fall LW AS Ill in 92-UDG2 9379 129 B2-UO-G2 Safe 134 R-UDG2 ]3 sC 87M 1411 83-uDGt "B IQ B3-U0C1 Santa too B3-UDGI VUY. AC 7681 LIST :2-UDGt Mo 181 9241oe1 sin 136 a2-UDGt BO SC 55M IQ 82-110.GI 572E 1m B2-VO-G1 5954 156 B2-UDG1 am AC IBM 128 Bl-UDGt 5008 131 BI-VO-G1 M7 136 11-UD-01 98 REDS are frequently u therek wlua are nominal. 9 Y Pdcited ELECTRICAL DATA (AMPS) ° Is We Wallace lave meV 21DY 2rN am 4anV we 152 1.27 0.73 O.fi/ 0.55 0.4 0.32 NO 124 1Aa a8 0.52 0.45 O.M IA8 SS W 0.77 OA 0.38 0.33 0.27 0.10 Us n Due Gas 0.3 an 021 one VUN an 0.5 0.29 0.25 0.22 0.17 0.13 SLW a8: 032 - GAS, 0.18 0.14 0.11 on 'Elecbirel rlaM She 25C Inc). Actual wattage may dlMr by*/-30%. OPERATING TEMPERATURE LBMMMDaBF MaB a Nar Won Mahanadi Campy aC HO MB1eWPo0d Camw 45C as MaMDWOMCamw me Recommended Lumen MaiMmnW CRUS VHO Amhiem T.Moc Wall 251thre Mo, Mo, too l OC IN% 97% on M% M% 10D lm% 97% 92% ad% 84% 20C 1D2% 07% 92% M% M% 25C 102% 97% 92% M% 84% 30C 1M% 97% 92% M% 84% 40C lot% 95% mes 15% an% 50C 101% N% amps M% TB% Recommended Lumen MalMnenW CRUS SS AmWWE.,C I wMMlI Mo- =we Mo, Mast" OC 102% 97% M% M% I. ill% wet an% 20C 10M gaps 84% 25C ill% am 1�, EW% 84% 30 C 102% am 84% 40C 102% 91 94% 500 101% 0% 82% n001NOTE5: timedurations that are within sixUmax (M the IESNA LM-a}C® hotel cast duration (in hours) for the 1- Lummrm maintenanrevaluesat2SCamwiculated per TM-21Wa m LM-90dataand in -situ device under testing (DUT)i.e. the pa gM LED). Iumimiretm ,. 3 - In accordance with IESNA TM-21-1t Calculated! Values represent time dumtiom Mat emwtl Six times 2-In aaadm with IESNA TM-21-1L PreiectM Values mpreseM interpol Value bash on NA LM-90-09 total test duration (in heung fair Me cerise under t M(DUD i.e. than paclm9M LED). LSI lndMrl•a Incl 10000 Alliance Rd. Cincinnati, OH 1,5242 • www.lsimrp.tom Page 2/4 Rev. 30/19/20 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 4524E • www.lsiwrpwm (513) 372-3200 • @2020 LSI Industries Inc. All Rights Reserved. Specifications subject TO change without notice. 9PF-c.19z9.A.o42o I (513) 372-3200 • @2020 LSI Industries Inc. All Rights Reserved. Specifications subject be change without notice. TYPE AB - CANOPY LIGHTS Page Z/4 Re. 3.0/19/20 SPEC.1020.A.0420 DESCRIPTION The patented Lumark Crosstour- LED Wall Pack Series of luminaries Provides an architectural style with super bright, energy effieieM LEDs. The low -profile, rugged die-cast aluminum construction, universal back box, minlew steel hardware along with a sealed and gaskeed optical compartment make the Cameroon impervious to contaminants. The Cml our well luminaine is ideal for walVsudace, inverted mount for fagada/canopy, illumination, posWollard, Site lighting, floodlight and low level pathway illumination including Mira. Typical applications include building entrances, multi -use facilities, apartment buildings, instkutions, schools, stairways and loading docks test. SPECIFICATION FEATURES Construction Optical electrical wiring compartment. Slim, loeeprofle LED design Silicone sealed optical LED Integral LED electronic driver With rugged one-piece, die-cest chamber incorporates a custom incorporates surge protection. 120. aluminum hinged removable door engineered mirrored anodized 277V 50/60Hz or 347V 6OHz models. and back box. Matching housing reflector providing highcfficiency styles incorporate both a small illumination. Optical assembly Finish and medium design. The small includes impact -resistant Crosstour is protected with a housing is available in law, 18W tempered glass and meets IESNA Super durable TGIC carbon and Stagg. The medium housing requirements for full cutoff bronze or summit while polyester is available in the 39W model. compliance. Available in seven powder coat paint. Super durable Patented secure lock hinge feature lumen packages; 5000K, 4000K and TGIC powder coat paint finishes al lows for safe a ad easy tool -less 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 bath sinking. LED thermal management Warranty the small and medium farms and system incorporation both Five-year warranty. mounts to Standard 3-112" to 4" conduction and natural convection round and octagonal, 4" square, 9 q to transfer heat rapidly from P Y away single gang and masonry junction the LED source. 12W,operate boxes. Key hole gasket allows in and 38W series operate h m°C to for adaptation function box 40°C ambient F]. HCrowed in wall. External findesign extracts is modelsavailable. odes avail models the surface. One- l50*Cuminaires lumina: res maintain greaterthan eater than pheat iece silicone gasket door box g 09%of initial fig hh output fter inimum 5 and back box. Minimum 5" wide and back 72,000 hours of operation. Three outdo. Three site tluit eaor ended forhting Not recommended for car wash Not car wash thruded entry points allow for [hru-brarich entryhalf-inch is atlo applications. wiring. Back box is an authorized DIMENSIONS ESCUTCHEON PLATES 12w,1ensin 1 sa4. 1171mm sew W D203mml Is- Inagnm1 Q L l slrz• 1446mm1 ETN a• M.1 • ..designilghM.om Lumark XTOR CROSSTOUR LED MMIC MM: WALL/SURFACE POST /BOt1ARD LOW LEVEL FLOODLIGHT INVERTED SIZE LIGHTING ... CERTIFICATION DATA UI ULwmtncelion Umed LMTS I LMN Compliant ROHS Compliant ADACompiinnt NOMCompliandiduell leadi IPIn9rewd Promotion Rated TRkuCompnent DeelmnUOhb Conaortlum• Qualified• TECHNICAL DATA m°C MWmum Ambiam Tomparmun External Supply Widnm AMC Minimum EPA PNeedva Proj.W A. (Sn. Fork %Toots, x7ga2e, xTOM8W.34 xTOR48-0.45 SHIPPING DATA: Appmx mNet Waglm 3.7-5.251be. [1.7-2.4 km.] TD51QIXN 2017r-06`451221:59 ITOR CROSSTOUR LED POWER AND LUMENS BY FIXTURE Up X70r11B X 1p B-Y X1DRM ILIONB-W %TE y XIONB 1(lOB3LW %TORBB-Y mm MOMB-W %I mY Dan.. U.- tpte risen Liam Ii ZION, zlea lima] aging 2,71D 2,575 saw 4,206 3AN MAN Meam Dal as ln.. 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TYPE WA - WALL SCONCE LIGHTING - BUILDING • • • • • • • • • • PRV-C40-D-UNV-T3-SA-BZ P3 ordering Information MPLE NUMBER: PRV-XL-C75-D-UNV-T4-SA-BZ Mounting Details Pole Mount Arm (PRV) Pole Mount Arm (PRV-XL) Veraetlle Mount System ViUa Lighting T 1.1%4.132mm1 T - t - �� r �i R�- -` ga . „ PRV /PRV-XL Prevail LED �- _ ^ Area / Site LD f11Inalre 11A. Typical Applications Outdoor •Perking Lots •Walkways • Roadways • Building Areas Prevail Product Certifications Interactive Menu °•• /��'III\ ,ate, f T+`f ll UL 1 1�• FCCI •• Ordering Information page2 T Roxs u9TEo MISS Mounting Details pages p 9 Optical Configurations pa e3 �[ PvEA O ay • Product Specifications pages • Energyand Performance Data 4 Product Features o Page • Control Options pages - - rrma,m•w Quick Facts (pIPI.11tLyR, C15=(1 US)7,100 Nominal Lumens O=Dlmming(D10V) UW=WNnsel(13p27N) M=Type 11 CYS=((21ms713,100 Nominal Wmens N7=34N Ts=Type Ill IC40=(2Lm.)17,I00N=MalUmens. 410=480V• TA=type IV M-(2 LEDs) 2DA00 Nominal Wmens T5=TypeV PRY-DSPWdI%L m5=(41D)R6,1M Nominal Lumens CIM=(I IFFhh 31,000 Nominal Lumens C14fi•(((41F03336.000 Nominal Lumens Glan=(61TD)41,1DD Nominal Lumene cl]5=1161eD)) 48,fi00 Nominal Lumens w=Scirmald Versatile Arm AP=Grey NA=Mast Arm BZ=BmIIxA WM=Wall ManIIA,m BK=BI.ck W=Bark PlMnum W-Graphite Mebllk WIN While r�7mml I 4.)/g. I B' 8.1N1a• [126mm1 mm1 [1T/mm] F1@ 4" i8Dmm1 ItOzmml ' W18' Oie Halle 418n8" J mmun J 6.11m6' J L 78m. J Oia. Hole �I "25mm' 'Banco' "..man' TBmm Well Mount (PRV) Wall Mount (PRV-XL) O O O J7��ILLy$�p�y'�LJ��L p�� ��}(��.�{�� ��q�� 12&imml 1 J n8lmml 1203rrrm ® n]p an] )/18• p Ck 0]e" I T12mml 13m2• J Oia. Xoe 3' 8' [tlmm] 2-aa" 8' I78mm1 112)mm1 Dia. Hole IBOmm] 1152mm1 L Be [152mm1 Mast Arm Mount (PRV) Meat Arm MODM(PRI/i r- /2 3" SM,a ope ` 0 [80.D Q Van 1181mM O.D. ODm 0.0. J I B J P-114,IJBantu L)....... 41me153mm J 83m I I ILeaman 104mm9 I Mounting Canflguratlons and EPAs requires min mom NaTF:Fur2PMfamounledtl9u•.re9ube•minimum3'.quayeorlruundpdeimll.t,r,li"ranee Fm2nnei... went m•.•e I a'a9uareanauntl pole for dearanre. customer la responsible for analysis confirm pole mmpatlbllllY lorapplmatbna. Well min mmmgk Additional 0m Mum2 go- Arm WumFgo- Ran Mgo- EPA 0.92(PRV) EPA 1.35 EPA 1.63 EPA 1.0IM EPE Pw-n) EPA 2.25P9)L) EPRX )ob=]O CRI / 3000K CCT ° .10 CRI I IDOOK CCT: H48=Hogue 31de Shield ° U0=Optics Rotated 9o• Left R90=Opi MMkit 90' Right 1W=l W/l Out UL 1"a Fused Surge Protective Device Magi High Ambient Temperature' PM•MEMA MN Twinlock Pb0i0control Receptacle PFW=XEMA]flN Twirchal Phodiscat of Receptacle YM/MY-LIE=htgmmd Sensor for Dimming Operation,8'- 12Mounting Heigfix MSP/MM.UB=MMgmmd Sensor for Dimming Operation, lY'- nesemor lHeightu M 12=1megmM Sensor ONlaF 0,betion. B'- 1T Mounting H69Me M9Pi30=lmegmw Sensor ONlOFF Dimming Operation,1T-3O'MOM6m Met49 mmim- A,°h9amml mmlm-"W=MImnm wsDimmmi goperation'- EO'MauMmHelHMu MSIOIWHm=MMkn Semm�ia Dimming Operation, Z] -rip Mounting Height MS-M MMIonS m%rON/OHoperation, 9'-20'Moumng Height MS-L40W=MMm SensorMDNMFFOpemion,21'-40' Mounting HW9htes M-Wave11nwenabled4 INT*Mlakbmpede•"I'r M_aospubAyeathim, Wiming&mm,7-15'Mmrwng Height' e.m" M-SMI'MiU=WaviWimins&mm.15'-40MmMngHeights lund LWR-LW=lbrow nPro M.M. Smwq Md. gem Mr T- IV Mauming Height' 11 LWR-LN=LumaWan PromMeM Smeo4 NamwLmaW16-IO'Mantlnq HelgM'•p (See Table aaow)=WmerlSae loWgrakd Nmo& B fo Omen 419 PRYWM Kill Mount Kite PnVMA.)D(=Mast Arm Mounting Kit PRVSA-%%=standard Arm Mounting Kit ° Pn U-M-SmndaM Arm Mounting Ka f(lan Renll ALI1e Pa nfurM-apicall Mount Kit (for Internal Us s PnVXLNA-ri=Mast Arm Mounting Kit (for Revell XL)'° MA1D10-X%=Single Tenon Adapter for 34/2'O.D. Temn MA1011-xx=2@1so- Tenon Adapter for 39/2'O.D. Telco Man 017-Mi Single Tenon Adapter for 24/8' O.D. Temn Mal 01e-n-2@1so- Tenon Adapter for 24/8'O.D. Telco HSANRO=House Side Shield -'• M.FM-Vedical Glare Shier FmnVBa a M-SIDE=Venical Glare Shield, Sides OA/RA1013=NEMAPhou Shorting -Cap OA/M1016=NEMA Phmocontrol-120V ONM1016=NEMA PM1otoconirol-Multi-lap mS7Bw O 12U1=NEMAPhamcontmi-347V MU1027=NEMA Phzzzmiro1-480V ISHN-01=Integrated Sanger Pmgremming kmm19 FSIR.100-WIMIessConfiguration Top for OmupmgSmmras SWPM.XX=WweLinx WImins Semen,)- 15MmMIng Height sum SRPDSXX=WMeLinz W'mlua Sellam,lUJgMpurWnA Height e Aa MW7P-1M=WN,nLlnx Guri Cmbol Module NOTES 1. peel nd I Ca.... Ouali6N.flelertawwx.dnl nil Ale. pY.II1MPrOdYcra Llnena«F°mll MROerloindail¢. x.Nebmee lereapnndhlerwengineeringanelYSlemnnnermpdeneAnmenonpllhllhy lnreppllcellona. PAenolmulletion lmtmnlnnaena polewAXe prperWP513nMENmreeehlmal wppanlnlormnlon. g. M.ndara4opoxarw Total. man J AMrymrueanmaewwnaynema.P«xfe.nMmruttwNnuryrwMee.Plema Fn m.nee Rem .come orenm« eee.nem. mmmml Lnownae Tmeepn.uTMttmmoen..Tutt Pn.0 x Ate gad 11, uoir Phaeecmn real Dean ' w"`"'°)' 5peeorwal omefarwryinmeurl Rouse id no. hienanewmWT. e.II winsome ma0limu duca. xnusesiee smdenmwnLkwnnrsel9fiMMnm Gp lummp.d.Ae. III eaplumenpeake9e. aoMyavaaable in ca.. Isholluzamewmm°p..raenmrFri ocemmhrypamr¢eiremPinharea(PlPompb dYaax etlmbdw3p'C('. • Lumen packages range from 7,100- 48,600 lumens (50W - 35OW) • Replaces 70W up to 1,000W HID equivalents • Efficacies up to 1481umens per watt item 2. mammmrmaaeneem he Axaconnymme.rqulm WA 02tmayeempanoNs WAC url WPoetxmn apeopnmepuamitieeonbeomperall wasereargurn and mnware anduarres system mmponanu beiMaedkrerwamn.3eewebs,ebrm=Wmelln'°ppllndi°nlnfmma'I°n' ,4. Iumewmmwirx®aamwma fworpnatekdand FquimndwurkcumpuneMaMP.EM.,.MP.OV ..nd MW PUEBinmPruprine9uentitieaarewebaltefur LumaWm Prumpliaatlunlnlurmniun. tag BmMXxxwnnPW.XL la(wmtionsC7$, 16. arbemlleMaln PM,Kuov.orHonsiana.OQa124enu. l)5. 1a. NTanlhble NAoglon.. MnmhLumenSakaywempreeunpAn Matlel,lonalaemllvana mmpatahllltylMormnlon. /hI\ I�C�J LDS • Energy and maintenance savings up to 85%versus HID solutions mpals"aBOV.or n. Mplamxxampnm<pl«. . mcandell 1B. Nuwmaummall rcpno/LEpwnmm • Standard universal quick mount arm with universal drill pattern Dimensional Details Prevail � ['IT/mml wdSww dAShdma4bk 1A llib�lenablaaaalua,mmrm.m 1p nteasm(mM par) Wr°mAmamaluainu Alpnana mwmoam, amaxnitenel awtacumNana come. cunauNrohling reprnereamtaiaxdnf.mrr inf NbrmNun. angel ID.,M.Imlmnkeaelnammltn Al mimuckupoMa)pammmerelnaweln9 M1NM1.nelnwmnaea.amaNinn.cane act.y. mleNmemora GnruAynnr n9Mln9,m,mmLtweM E.mnl«mr.mlmnnm 2,. Rg WamllnEMm,sNi.,deiromprometwousel opt Px. MmYm)�PIN NEMAtwxtlaY pAomconVAm[eptatle(PERJ)option.ine WOLL]cannotheuaee innonlunntionwllM1 MAerconuolasYaMma (Ma, MSP,ZW or LWS). Optical Configurations (7,IW 6 (13,I 17,lO 20 PRKXLC1.000, 0/0011 PRV-XL-C1607m)s (J,lm Npminal Wrrlena) Nl�,l n�Wmena)AW (2b,100/31,000/3fi,300 Nanlnal Wmens) (41,100/48,600 Nominal Wmem) 0 0 0FOMT NiMProduct Lumeni Integrated Network Security Camera Technology Options (Add as Suffer) ,EfNrIM 4LurINnSah Tshlwlagy 0=0am Camem C=Cellular Outcome llMkm Installed AT&T IM Fermart OSIMCMJI cglnMalledSpdMSIMUM Specifications Stock Ordering Information Construction • Class l electronic drivers have expected life of Finish te-t s/t6'psanm] 26-13/16. 1681mm] 1 • Singlrpiece die-cast aluminum housing 100,000 hours with sl%failure rate • Five -stage super TGIC polyester powder coat • Tethered diecast aluminum door • OIOV dimming driver is standard with leads paint 2.5 mil nominal thickness Pn ll)(L 3-11/16' Jml 7-1/8' [1somm] J ,n v 11� Ll7-71W 1454.4 39N8'IWO6mm] vfp LIGHTING Palantir m5=1 LED) 7,100 xdn1nal wrens Cal 2 LED513,100 Nominal Lumens Coo= 21. 17,100 Nominal Lumens 2LEOs 20,000 Nominal Lumens uW-Unlvmal(12D2TM 347=34Na 73=Type111 T4=Type IV MSY/DIM-130=1ntegratM senator for Dimming Operation, Maximum 30' Mounting Height a external to the fixture Optics Shipping Data Mounting Prevail: 201b5. 9. • Dark Sky Approved(3000K CCT and wangler only) 9 ( 09kgs.) Precision molded polywrbonste optics • Versatile, patent standard mount arm • Prevail XL 45 Use.(20.41 Sol p p ranging 1-11//TW4-7/8' multiple drill patterns roc in from - 40*13 minimum standard mounting arm enables • 40-Cminimumupendingtempemture • round pole mounding • 40°C maximum opereting temperature round pole nrouMing Prevail:3G vibration rated • >.9 pOwerfaefor • <20%tMlhalmorecdistortion • Prevail XL Mast Arm: 1.513 ib rated • Prevail XL Standard Arm:1.5G vibration rated LIOMING PRWXL=Pruett XL M-4 LED25,1M Nominal Wmens ( Mm•(4LED 31,ON Mminal Lumels ma• 41EO 36,OM Worse Lumina cord= 61FD /1,1M Nomiul Lumina m)5=61F04B.6an Nominal W.. xmFc 1A11e1wkepmqureMt•mann0LMe0DK]roMkbmmm�nlN,anamemdeuxa.nMMwrgnoe monnnng.rm. 2Wymllahleln PPVaeenfqurelbm ClS,Cxs,Gpmeep. as O COOPER P8500001 EN PeOeI h g20 Lighting Solutions Marc203:1D PM CPO)COOPER Pascal TEN Me Lighting Solutions Mamh A 20203:1D PM d) COOPER P8500001EN pages Lighting Solutions Mamh q 2U2D S1D PM TYPE CIA, OB, OC - SITE LIGHTING 1D614013EN 2017-07-251221:59 THOMAS E. MORGAN, JR. ARCHITECT 423 FISCHER TRAIL ELLIJAY, GEORGIA 30540 MMM DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P.770-917-9172 F.770-917-9470 www.mrpdesign.com ISSUES/REVISIONS DATE DESCRIPTION )P. 18.20 COLORED ELEVATION5 5UBMITTAL 1 1.20.20 Ai COMMENTS AR13-2020-35 12. 1 1 .20 ARB COMMENTS AR13-2020-35 DRAWN BY: CHKID BY: PROJECT TITLE: SHEET TITLE: EXTERIOR LIGHTING CUT SHEETS PROJECT NO: 19066 i INI C SCUPPER AND 8"xI C OVERFLOW SCUPPER, SET BOTTOM OF OVERFLOW SCUPPER AT 3" ABOVE FIELD OF ROOF AT �n� \ B / n \ � / 8"x14" SCUPPER AND 8"x14" OVERFLOW SCUPPER, SET BOTTOM OF OVERFLOW SCUPPER AT 3' �� ABOVE FIELD OF ROOF AT �� E / I nw Pnwr \ � / AND r �0 - -�0 - ��- - - - - , 4 8"x14" SCUPPER 8 x14 OVERFLOW SCUPPER, SET BOTTOM OF OVERFLOW SCUPPER AT 3" ABOVE FIELD OF ROOF AT 22-0 A.F.F. LOW POINT I 22-0" A.F.F. 18'-0" A.F.F. T/ PARAPET 18'-0" A.F.F. T/ PARAPET T/ PARAPET r r T/ PARAPET - - ------- ---------�-- - S -J-----------�--------- ----�- DS I I -------------- --- - SLOPE SLOPE ------------------ - � SLOPE SLOPE !� SLR I � � 22'-0" A.F.F. I TAPERED T/ PARAPET TAPERED INSULATION I INSULATION CRICKETS I CRICKETS I - - - - - - - - - - - - - I + - - - - I - - - - - - - r-- - I I I I I 22'-0" A.F.F. I T/ PARAPET I I I I I I I 0 O O O O 0 O I 0 O 40" x 32" v a a \ 50 MIL SINGLE PLY N ATTIC ACCESS ROOFING MEMBRANE ON - 3" POLYISO INSULATION - II YEAR WARRANTY 7 26-0" A.F.F. T/ PARAPET I I I --- - - - - - - - - - - - - - - - - - - - - -�_____________----- --F-- I L--------J L - - - - - - - - - J L - - - - - - - - J L A.F.F. --------J T/PARAPET 22'-0"A.F.F. 18'-0" A.F.F.ilill 18'-0" A.F.F. T/ PARAPET T/ PARAPET T/ PARAPET GENERAL ROOF PLAN NOTES: 1. SEE MECHANICAL/PLUMBING DRAWINGS FOR ADDITIONAL NOTES & DETAILS. 2. VERIFY LOCATIONS OF ALL ROOF PENETRATIONS WITH STRUCTURAL, MECHANICAL & PLUMBING DRAWINGS. 3. ALL VENT LOCATIONS SHOULD BE VERIFIED WITH PLUMBING AND MECHANICAL DRAWINGS. 4. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY, COORDINATE AND/OR INSTALL ALL ADJACENT AND/OR RELATED FLASHING, BLOCKING, NAILERS, INSULATION STOPS, CRICKETS, ETC. NECESSARY FOR THE COMPLETE INSTALLATION OF THE ROOF MEMBRANE WHICH ARE REQUIRED FOR A COMPLETE, WARRANTED, WATERTIGHT, WATER -PROOF INSULATION. 5. LOCATION OF ROOF ACCESSORIES & MATERIALS ARE SCHEMATIC IN NATURE. EXACT LOCATIONS SHALL BE DETERMINED BY INFORMATION ELSEWHERE ON THE DRAWINGS. 6. OMISSION OF ANY ACCESSORY FROM THE ROOF PLAN SHALL NOT BE RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR SUCH ITEMS. DURO-LAST ROOFING NOTES: 7. ALL SPECIFIED MATERIALS MUST BE INSTALLED PER MANUFACTURER'S 1. INSTALL INSULATION ACCORDING TO ROOF MEMBRANE MANUFACTURER'S SPECIFICATIONS. REQUIREMENTS. ANY DISCREPANCIES OR CONFLICTS BETWEEN THE 2. CONTRACTOR SHALL FURNISH AND INSTALL A WHITE 50 MIL SINGLE -PLY DRAWINGS AND THE MANUFACTURER'S REQUIREMENTS SHOULD BE MEMBRANE ROOFING SYSTEM THAT IS FABRICATED OF A WEFT INSERTED IDENTIFIED BY THE CONTRACTOR PRIOR TO INSTALLATION AND LOW -SHRINK, ANTI -WICKING POLYESTER FABRIC AND HAS A THERMOPLASTIC DURING THE BID PHASE TO AVOID CHANGE ORDERS. MATERIAL LAMINATED TO BOTH SIDES AS MANUFACTURED BY DURO-LAST ROOFING, INC. METAL SHADE AWNING ROOFING NOTES: 3. ON ALL PARAPET LOCATIONS, WRAP PARAPET WITH NEW PRE -MANUFACTURED WHITE 40 MIL PARAPET FLASHINGS BY DURO-LAST ROOFING AND TERMINATE ON EXTERIOR OF WALL. 1. BASIS OF DESIGN: PAC CLAD 7.2 EXPOSED FASTENER ALUM PANEL 4. WOOD NAILERS MUST BE A #2 GRADE LUMBER, OR BETTER, PRESSURE TREATED, AND MUST BE FASTENED TO 2. COVERAGE WIDTH: 36 INCHES (914 MM). THE DECK, WALL OR EXISTING SECURED NAILER IN SUCH A MANNER THAT THEY RESIST 180 LB. OF FORCE PER 3. MAJOR RIB SPACING: 7.2 INCHES ON CENTER. LINEAR FOOT OF NAILER IN ANY DIRECTION. FASTENERS USED TO ATTACH WOOD NAILERS MUST BE SPACED 4. RIB HEIGHT: 1-1/2 INCH. NO GREATER THAN 18-INCHES (455 MM) APART. 5. NOMINAL THICKNESS:.040 ALUMINUM. 5. INSTALL DURO-LAST E.M. VINYL -COATED METAL SCUPPERS THROUGH OVERFLOW WALL 6. PANEL SURFACE: SMOOTH. DRAINS (ITEM NUMBER 2702) AND USE E.M. CONDUCTOR HEAD # 2766 7. COLOR: BURNISHED SLATE. ATTACHED TO DOWNSPOUTS. 6. ALL DECK SHEETS AND PARAPETS SHALL BE PULLED TIGHT AND INSTALLED AS METAL PANEL INSTALLATION WRINKLE FREE AS POSSIBLE. EXPOSED FASTENER METAL ROOF PANELS: INSTALL WEATHER -TIGHT METAL PANEL SYSTEM IN ACCORDANCE WITH 7. INSTALL PRE -MANUFACTURED FLASHINGS ON ALL ROOF PENETRATIONS AS SPECIFIED MANUFACTURER'S WRITTEN INSTRUCTIONS, APPROVED SHOP DRAWINGS, AND PROJECT DRAWINGS. INSTALL METAL ROOF PANELS BY ROOF MEMBRANE MANUFACTURER. IN ORIENTATION, SIZES, AND LOCATIONS INDICATED, FREE OF WAVES, WARPS, BUCKLES, FASTENING STRESSES, AND DISTORTIONS. 8. CONTRACTOR MUST DISPOSE OF ALL DEBRIS IN AN APPROVED FACILITY IN ANCHOR PANELS AND OTHER COMPONENTS SECURELY IN PLACE. ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 9. CONTRACTOR TO INSTALL THE MEMBRANE SYSTEM PER ALL LOCAL, STATE AND PANEL SEALANTS: INSTALL MANUFACTURER'S RECOMMENDED TAPE SEALANT AT PANEL SIDELAPS AND ENDLAPS. FEDERAL CODES AND REGULATIONS. PANEL FASTENING: ATTACH PANELS TO ALUM CANOPY PURLIN SUPPORTS USING SCREWS, FASTENERS, AND SEALANTS RECOMMENDED BY MANUFACTURER AND INDICATED ON G.C. APPROVED SHOP DRAWINGS. ROOF DRAINAGE CALCULATIONS: FASTEN METAL PANELS TO SUPPORTS AT EACH LOCATION INDICATED ON APPROVED SHOP DRAWINGS, WITH SPACING AND FASTENERS RECOMMENDED BY MANUFACTURER. (IBC CHAPTER 11 STORM DRAINAGE) DISSIMILAR MATERIALS: WHERE ELEMENTS OF METAL PANEL SYSTEM WILL COME INTO CONTACT WITH DISSIMILAR MATERIALS, TREAT ROOF AREA: FACES AND EDGES IN CONTACT WITH DISSIMILAR MATERIALS AS RECOMMENDED BY MANUFACTURER. AREA #1 (MAIN ROOF, 2%SLOPE) = 5,400 SF (INCLUDING 50%OF VERTICAL SURFACE WALL AREAS) ACCESSORY INSTALLATION 100 YEAR, 1-HOUR RAINFALL EVENT= 6.0 INCHES PER HOUR GENERAL: INSTALL METAL PANEL TRIM, FLASHING, AND ACCESSORIES USING RECOMMENDED FASTENERS AND JOINT SEALERS, WITH POSITIVE ANCHORAGE TO CANOPY, AND WITH WEATHER TIGHT MOUNTING. COORDINATE INSTALLATION WITH FLASHINGS CAPACITY OF SCUPPERS AND OTHER COMPONENTS. G.P.M. = .0104 x ROOF AREA x ANNUAL RAINFALL EVENT INSTALL COMPONENTS REQUIRED FOR A COMPLETE METAL PANEL ASSEMBLY, INCLUDING TRIM, COPINGS, FLASHINGS, SEALANTS, G.P.M. = .0104 X 6.0 X 5,400 = 337 / 4 SCUPPERS = 84.24 G.P.M. PER SCUPPER IS SCHEDULED CLOSURE STRIPS, AND SIMILAR ITEMS. EACH SCUPPER CAPACITY = (H X L) = 8" X 14"= 155.88 G.P.M. CAPACITY COMPLY WITH DETAILS OF ASSEMBLIES UTILIZED TO ESTABLISH COMPLIANCE WITH PERFORMANCE REQUIREMENTS AND MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. CAPACITY OF VERTICAL LEADERS SET UNITS TRUE TO LINE AND LEVEL AS INDICATED. INSTALL WORK WITH LAPS, JOINTS, AND SEAMS THAT WILL BE PERMANENTLY SIZE OF RECTANGULAR VERTICAL CONDUCTORS AND LEADERS: 6.0 IN/HR = R WEATHER RESISTANT. 6'SKN' DOWNSPOUT = 360 G.P.M. CAPACITY, 84.24 G.P.M. PER SCUPPER IS SCHEDULED JOINT SEALERS: INSTALL JOINT SEALERS WHERE INDICATED AND WHERE REQUIRED FOR WEATHERTIGHT PERFORMANCE OF METAL PANEL ASSEMBLIES, IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. f Note 1: Sealant must be applied around the interior of the scupper before installing the scupper liner. SCUPPER DETAIL SCALE: N.T.S. r 22'-0" A.F.F. T/ PARAPET I I I SLOPE I -J A103 TYP 0 43 DS - - - 3 TI I I I 22'-0" A.F.F. T/ PARAPET I I 8"x14"SCUPPER AND 9xI C OVERFLOW SCUPPER, SET BOTTOM OF I OVERFLOW SCUPPER AT 3" ABOVE FIELD OF ROOF AT IDS; I SLOPE SLOPE I I TAPERED I I INSULATION I I I CRICKETS I I I I 4 I \ N_ Z50 I � MILOSINGLE PLY � ROOFING MEMBRANE ON T POLYISO INSULATION- I I I I I 15 YEAR WARRANTY 7 I I I I I I I I I -7 I - - - - --------- ----------I-- I II I J- - - - - - - - - - - - - - - - - - - - J 26-0" A.F.F. T/ PARAPET ROOF PLAN SCALE: 3/16" = 1'-0" PRIMAR SCUPPE LINING ALUM COLLECTOR AND 6"XN' DOW NSPOU LOW POINT ARCHITECT OF RECORD: THOMAS E. MORGAN, JR. ARCHITECT 423 FISCHER TRAIL ELLIJAY, GEORGIA 30540 --1 I I I I 26-0" A.F.F. T/ PARAPET I I MMM I I DESIGN GR€ tJP I I 3450 Acworth Due West Road Building 100, Suite 120 J Kennesaw, Georgia 30144 P.770-917-9172 F.770-917-9470 - - � www.mrpdesign.com 1 �� SCUPPER ELEVATION SCALE: 3/4" = 1'-0" 1DARY ER WITH IELD OF ROOF ISSUES/REVISIONS DRAWN BY: CHK'D BY: PROJECT TITLE: 2 Q W VJ U'^) W VJ W 0� O a_ J X ry W Q U SHEET TITLE: ROOF PLAN AND DETAILS PROJECT NO: 19066 SHEET NUMBER: Al03