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HomeMy WebLinkAboutSDP202000021 Plan - Revision Final Site Plan and Comps. 2021-03-11CONSTRUCTION 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 "M1R" 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 ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION SITE DEVELOPMENT PLANS FOR W4 DEVELOP CAR WASH MENT SITE PLAN NUMBER: SDP202000021 CLIENT W4 DEVELOPMENT PROJECT LOCATION 2100 RIO HILL CENTER CHARLOTTESVILLE, ALBEMARLE COUNTY VIRGINIA 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 5 % \ 8P l p. V ti6 • '"j 6f610a ]I bro'k��4 _6 5-9 PA 15-08 l u.06 '/� i asn9c ° o m' a a0 a o •'a aq o W.94 V � .4J' •: c. u-91or W-,m a W 39A8 0 •��',B9E ��Q 1, 8101OPd.� a�p6lnp a AW-Nut a° W.95A • a;Ua. 7 IG u R 3Py u or ay erfsN9 WG ola9i-,° W ., ]A 45.95 O ^ 4 , � ,.• 656,,��0-0+"M aYrfi3$brook r • a p¢ D2 UYh gf6d d a�6n4 u,» y a yc 91a 1`oO .'8 v a%5FA °�c 110eg a v /• vJ'"'0� 46a p'o °Vp/ r °F °°,ems ✓':�L ul°s r e ,°oo oo oo. �. O s b ��"t(p',F '°�. b r�sy 'a 4s•,96 a`1/ �1 n d i� . Bs y°s W6R-6 4 ' a4 � FF[4'SI g1 � °O yC ._ 6 f E3 61 ,3f 1 A 0 i4 ylY' P N/10/. /> ' e61�u 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 9 02/09/21 VSMP ADDRESS COMMENTS 10 03/10/21 FINAL SITE PLAN RESUBMITTAL Carter Engineering Consultants, Inc. 3651 Mars Hill Road Suite 2000 Watkinsville, GA 30677 P:770-725-1200 F: 770-725-1204 www.carterengineering.net �P�TH pF Cy MES J TER01 ti 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' 1. THE LOCATIONS OF ALL EXISTING FADUTIES 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 STRUCrURE SUBSTANTIALLY AS A WHOLE. DEMOLISH COMPLETELY ON THE PREMISES. 4. ALL EXISTING SEWERS PIPING UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. 5. PROVIDE ADEQUATE PROTECrION 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 DEMOUTIOWEXCAVATION 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 SW PPP BOOK. 8. PAVEMENT REMOVAL A. WHERE EXISTING PAVEMENT IS TO BE REMOVED, SAW -CUT THE SURFACING LEAVING A UNIFORM AND STRAIGHT EDGE WITH A MINIMUM OF DISTURBANCE TO THE REMAINING ADJACENT SURFACING. IF CONSTRUCTION RESULTS IN RAVELING OF THE SAW -CUT SURFACE, RECUT BACK FROM THE RAVELED EDGE PRIOR TO RESTORATION. B. WHERE EXISTING PAVEMENT, CURB, CURB AND GUTTER, SIDEWALK, DRIVEWAY OR VALLEY GUTTER IS REMOVED FOR THE PURPOSE OF CONSTRUCTING OR REMOVING BOX CULVERTS, PIPE, INLETS, MANHOLES, APPURTENANCES, FACILITIES OR STRUCTURES, SAID PAVEMENT, ETC., SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAN THE ORIGINAL, CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS, EQUIPMENT, TOOLS, SUPPLIES, AND OTHER EQUIPMENT AS REQUIRED. 9. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 10.PERMITTING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY REQUIRED PERMITTING FOR DEMOLITION FROM RESPONSIBLE REGULATIONS AND FULLY ACKNOWLEDGE AND COMPLY WITH ALL REQUIREMENTS PRIOR TO COMMENCING DEMOLITION WORK. 11AT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR THIS PROJECT. THE CONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL EXAMINE ALL OF THE INFORMATION WITHIN THESE DOCUMENTS: ALL DISCREPANCIES AND/OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BID SUBMITTAL. 12.0ONTRACTOR SHALL LIMIT ALL DEMOLITION ACTIVITY TO THAT AREA DELINEATED IN THE DRAWING, ALL OTHER EXIST. UTILITIES INCLUDING: STORM DRAINAGE, GAS, ELECTRIC, TELEPHONE, AND WATER & SEWER SHALL BE PRESERVED & PROTECTED. 13.CARE SHOULD BE TAKEN WHEN REMOVING TREES WITHIN THE ACSA EASEMENT TO PREVENT DAMAGE TO THE WATER MAIN. I I I I ce I it EX MANAGED SLOPE AREA. ' N ; I I ' Z �98-- Z N I I ' � m - ---496 - _ w I W 1 / ' Nm �_---495-------------___-- I I W 0 -----494__-- _ I \ r GORPTE� �P,�v'E==---------#?10=4ILL -CE�I�€f \ a ------------------- 1 Qom .: T�-479'.5i' _V9 /r/ rrr /Ex18TING \ 1\\ I I o°oi /SIGN EASEMEIjF \� v Sc m / / /... ' �1 / r r / DB 985/717 APID 1151, ?'-- 1 / r .. n / DB 985/ 2 I TI. 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IN-475.3' - -465 --\ / >--------------- _ _________ _ - -�--_------------ ____ _________ _ ___ ----- _ _ -_ - - - - - - \\ --2-1# EX MANHOLE NOT ` \ y 19' 26'W-------, /r------- ----- FOUND-__ ---------S2 -- - _____________ - i € EX DROP INLET EXISTING LANDSCAPE TO 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) I EXISTING UNDERGROUND GAS LINE TO BE REMOVED. EX JBOX Spy _ EXISTING SIGN AND LANDSCAPE. DEMOLISH AND REMOVE (DISPOSE OF IN AN APPROVED LANDFILL) 4- , 8 / aL�c +e ose a _ .o b o m. 113 uew uw 45 Bb <5 13G an^~ m 4591et n. uu U4.,lA a a° eo° e a SBiL1A>-!r' BSVii,. a' Agnor H V. q b95 IHO 1 � w 1r g*a = L Hpbctry /�B pStN�Or M / col {ICI � aya "O •,, 5 Ylry.Or1 a 4 `ry1�O S O tkb��a "'+a o v sc Vie. t o /,area ys'�`m tea ss tos 3 be oe oo. A a v r3v da? (• +5 Cap -eu to U C a u _ ySle 1 _y M1 O n r.1 11lEl .01 y,r Sq1 �] 65 AI0 6f i.J(16F L eyl enlE A M1 c tjYpy f b d /�/ 1be LOCATION MAP SCALE: N.T.S. PROJECT DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Justin Handley Phone: (706)548-1151 Contact: Greg Tel. (404) 219-8331 8-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987-00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 304eet min Parking: 10-feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The 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 T 4 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 J z I- K I- LU w J z 5N w ^ CL LU O O 0 I..L L w 4- Cr Up> LU J WLU z J J 0 O_ Cr O O W r4 N PROJECT NAME: I DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEETTITLE: EXISTING CONDITIONS & DEMO PLAN SHEET NUMBER: 2 PROJECT NUMBER: 19016"1 DATE: 02/12/20 SITE PLAN NOTES • Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. • Visible light transmittance (VLT) shall not drop below 40%. Visible light reflectance (VLR) shall not exceed 30%. • Retaining walls greater than 3 feet in height require a separate building permit. Walls exceeding 4 feet in height require a stamped engineering design. Walls require inspections as outlined in the USBC. • Accessible parking spaces and access isles shall not have a surface slope greater than 1:48. Access isles shall be at the same level as the parking space they serve. • ALL water lines, sewer lines, and fire lines form the main to the structure MUST have a visual inspection performed by the building department. • All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. • Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required if positive for such. Contact 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. i CG-6 CURB AND GUTTER (TYP.). PROPOSED DUMPSTER - ENCLOSURE WITH HEAVY DUN DUMPSTER CONCRETE PAD. a I I It S / li I I I � N I I 1 PK BAIL D I I I I ' I p 1 � SCT RIO HILL, LLC, I ! C/O ROSENTHAL PROPERTIES TM# 04500-00-00-094AO I N DB 4134, PG 199 ZONING: PD-SC I nN PRESENT USE: SHOPPING CENTER I PROPOSED DIRECTIONAL ARROW (TYP.). I EXISTING SANITARY EASEMENT / x DB 985/717 AND DB I �' 985/722 I AUTO SENTRY AND GATE / CONCRETE ISLAND (TYP.) MOVEABLE BOLLARD OR TRAFFIC CONE (TYPICAL) e I I N N I � W � I wM n I 0 N 0 N Z I wa U Q I�n z `� I (A wo r EX MANAGED SLOPE AREA. GRATED/DROP INLET TOP = 8.7' INV. O T=479.5' PROPOSED RETAINING WALL N MAX HEIGHT=3' 2 EA VAC PRODUI VAC PRODUCER -1 3'r CONCRETE 3 1 0 I I 19, 1 I 3' r 15, 30 VAC -BOOM PARKING SPACES I t RIO HILL CENTER I / / I / I II I I I / / VVV I I I EXISTING SIGN EASEMENT DB 985/717 q D I DB 985 7 2 PROPOSED RETAINING WALL I I -•� I` MAX HEIGHT=3' 03-6 CURB AND VAC PRODUCER 1 GUTTER (TYP.). I: CONCRETE �- 30, 8UI ING S K % -- _ I 1`--i -r=i =r-�3'r PROPOSED DIRECTIONAL ARROWS (TYP.). - CG-6 CURB AND GUTTER (TYP.). 1 Y w�t N VAC -BOOM CANOPY (TYP.) PROPOSED DIRECTIONAL I I ---J 1 ARROWS (TYP.). 1 19'--- 19' 28' ( I I z to I � A = 8'O6'15" I CONCRETE L = 140.14' 1 PAVEMENT II Ir ." R = 990.77' £ I C. = 140.02' L --J3'r Ix I I I C.B. = S59'24'42"E 2'r 12'r LII_.• I EXISTING SIGN TO BE -- F RELOCATED 8 EXISTING UTILITY EASEMENT ,t ---J I 'rT� r ,• DB 985/717 AND DB 985/722 m� • CONCRETE A (2) IT X 18' H/C CONC. V I I c h • PAVEMENT - PARKING SPACE W/ 5' WIDE STRIPED UNLOADING 2/ • • VAC PRODUCER FIX RAMP TYPE I (TYP) m/ Tr 30'r �+Cl I .7'I " ❑ � 2 1/ `--3' rIII-. 15'r l,• o 0 15' LEVEL O ry EX INV. OUT WITH FLARED (3) EMPLOYEE PARKING h i___ ° _ - NDING -- +; AREA M END SECTION-470.4' / hl ' LEVh[L NbINGAREA• 7O"C13NC4BSESIDEWALK h W LT) L 03-6 CURB AND a H/C RAMP TYPE 1 (TYP I I•: �° Q GUTTER (TYP,). 2 i a P I O 15'r H' Q N 00 =10} •'° H/C RAMP 125' 4" _i;-•_ �. LEVEL LANDING AREA 23'r /I - - ---- IcoNCR�ErE� 12' PROPOSED CARWASH N sl' -----BiS------r--RCP- -------- STORMWATER EASEMENT ���\ I PAVEMENT _ 4,231 S.F. - DB 985/717 AND DB 9857 I 00 EX DROP INLET Ex ssMH / F.F.E. = 492.00 s f, TOP =488. z' TOP =48&5' I I , s INV. IN=482.3' IE = 484.8' 10'r L I INV. OUT=481.3' / - - - - - - - - 30 BUILDING SETBACK / ° -------- -/ ' r 125'4" ` I DRAINAGE _ S EASEMENT / ,�C.j,G �• 9: DB985 D oHP oNP oN,^ 4 oN oNP oNP oNF GNP oNv UHF OHF "HP L N' - • 0X O OHP °MP ��%J-(�,., 10" PARKING SETBACK (APPROVED PARATE PERMII`9NR'Yj- S - F TOP=486.1' _ EX JBOX 04}T =4h 4 1' .: _ �rC _ -y--- - _T_ - -- • f-y .+ + - . a,_ _ • ° F 1,: -14 CQNCRETE 214.95r EX MANHOLE.NOT r - - - - - - - g2 9 26"W 4 • EOUND . J 'SNARED USE PATH - / ucr-- a r� :a-.�x6r,_twr i ._ua v-`°- w.r•.: - -:bc- -,;Y -uL r -uG J 00 LEVEL LANDING AREA EX DROP INLET EX GRATED DROP INLET EX C^S LINE - - TOP =48-11 TYPE C-12 RAMP(SEE TOP=484.3' INV. OUT (15" RCP) =481.4' DETAILS) INV. IN =475.8' I LEVEL LANDING AREA INV. OUT =475.7' I U. S. ROU TE 29 (SBL) SEMINOLE TRAIL (VARIABLE WIDTH) HOURS OF OPERATION WILL BE 8a.m. to 8 p.m. IN SPRING AND SUMMER AND 8a.m. to 6 p.m. IN LATE FALL AND WINTER. ALL DELIVERIES WILL BE MADE AFTER HOURS, THEREFORE NO LOADING SPACE IS REQUIRED Know what's below Call before you dig dial 811 aypaL( a W. 0�5 l 41 _ 1 8 4566 a51,tG an^~ m 45616t n. � a _ Tema ns.6e 'p, b" U4.,la a �• °oo o a 0-91 j 45-19A6 B J �510 ( RS p 501-010>-a l^ ° 1 a' � AgnorH c a P +snA PA Ur 1 e y. ' as.9a 7 W8b36rooN �n V�1 "� RI Hlll• l- 1 eo-- /bc e� try •� F'n 5 0 ri `e6c each`'""_ 6 �c s��fl,-rn m as,os r moo 6o o6. a oti % A°dg? 6F L 1 • O J{ r. 0+ wi 591i �]� 61 ]0 6f A.J /(a6F ,p L+efienlE M1 C (iYpFF LOCATION MAP SCALE: N.T.S. PROJECT DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Justin Hendley Phone: (706)548-1151 Contact: Greg Tel. (404) 219-8331 8-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052 , ZMA 1987 - 00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: 10-feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. PARKING DATA Parking Required: Requirement: One (1) space per each one hundred (100) square feet of retail sales area far 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. Forpurposes of this paragraph, 'retail sales orea'shall be deemed to be (1) eighty (80) percent of the gross floor area; or (2) at the request of the applicant, the actual retail sales floor area as shown on floor plans submitted by the applicant delineating the actual retail sales area, which plans shall be binding as to the maximum retail sales area used. Retail Sales Area = 2,715 Square Feet (21' 8" x 125' 4") Required Parking = 27 Parking Spaces Required (2,715 / 100) Provided Parking = 29 Parking Spaces Provided Handicap Parking = 2 Provided (2 Required) SITE DATA Site Information: Total Tract Area = 45,787 sf 1.05 ac (100.00%) Existing Impervious Area = 19,002 sf 0.44 ac (43.62%) Existing Landscape Area = 26,785 sf 0.61 ac (56.38%) Total Impervious Coverage = 28,611 sf 0.66 ac (62.49%) Structure Coverage = 3,739 sf 0.09 ac (08.17%) Vehicular Coverage = 22,291 sf 0.51 ac (48.68%) Pedestrian Coverage = 2,500 sf 0.06 ac (05.46%) Proposed Landscape Area = 17,176 sf 0.39 ac (37.51%) Total Coverage Area = 28,611 sf 0.66 ac (62.49%) T 4 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 J Q z I- IY Ww J z J LULU O O 0 L L w U - p >LU w -JLU W z J J �} V = Q O Cr O O W a4 N I- V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEETTITLE: SITE PLAN SHEET NUMBER: 3 PROJECT NUMBER: 19016W4D DATE: 02/12/20 / p 0 / O D o jl p Z o oim NJ, 2 TWO LUMN I .' WAMI= OHP— —10.0' —} 26x56 SIX COLUMN i r___ — ------I I I I I I I I I I I I I I I I I I I I I PROPOSED CARWASH 45231 S. F. F.F.E. = 492.00 30' BUILDING SETBACK — — — 10' PARKING SETBACK —ow onP— oei= onP uts yc�5 72 I I _ I 3 I ° ------- I d I, A I I$' 41 I I I I \\ 30' BUILDING SETBACK— — Y a of l If 14—b 3 10.01I 4 II I < 00 Ljj Oil I �I n'I I III all adJ° Bell 3 � 01 ° a C: .14 I� I l4A 1< 0 = 8006' 15" Im I 1 L L = 140.14; 14x66 THREE -4.; 61 R = 990.77 COLUMN - CD141° h C. = 140.02' C.B. = S59024'42"E I 11 1a a s I of I aJ-.. ° —EXISTING UTILITY EASEMENT DB 985/717 AND DB 985/722 el n d JI III ° d d. bl ° r °! leal I. ° I al .I° m11� IN r _________________________________ EX 15" RCP k. EX DROP INLET / 1 A TOP=488.2' a INV. IN =482.3 IF INV. OUT =481 EXISTING DRAINAGE EASEMENT DB985/717 d onF oNP onP onp oMFonP nP pip onP MAP onP ® 0 X —°�— l Know what's below Call before you dig dial 811 0 m a5.9L u.my/ `uc o o T,SZ83db N n Ls Rz Nll4CR '� u.sas w u „ LOCATION MAP SCALE: N.T.S. BLACK ACM FASCIA 0 NOTE: NO EQUIPMENT WILL BE VISIBLE ABOVE THE VAC CANOPY FASCIAS FASCIA TYPICAL DETAIL 20' 30' T 4C CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watldnsville, GA 30677 R 770.725.1200 F: 770.725.1204 w xarterengineering.net z QQ J z LULU J Z 5 J LULU O 0 A' Ii O O LU U >LU J W w LU ID U J J LU QCr o 0 0 w r4 N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEETTITLE: SITE PLAN CANOPY DETAIL SHEET NUMBER: 3.1 PROJECT NUMBER: 19016W4D DATE: 02/12/20 b14.xQr� 4TUODP)• 490.00 485.00 480.00 0-20 O O + O Z H Z Q J Z W (7 Q Co N O (7 < Z n W Z 3 J J W Q W FINIS ED GRADE EXISTING GRADE �- iP C NNECTTO EXI TING LOWER EXISTING WATER VIAIN WATE R LINE TO MEET MINIMUM ACSA COVER CONNECTT FXISTIN FROM ESTABLISHED WATER MAIN FINISHED GRADE TO 0+00 0+20 0+40 0+60 0+80 1+00 WATER PROFILE SCALE: 1" = 20' H - 1" = 5' V W4 Express Carwash Fresh Water Consumption Reclaim Water Consumption FUNCTION Gal/Minute GAL PER CAR FUNCTION Gal/Minute CAL PER CAR 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 Underbod Spra #1 4.8 2.4 Back Applicator 1 0.5 2nd To Brush 4 4 Pre rinse Clear Coat Drying Agent 4 2 2 2 1 1 Spot Free Tricolor Conditioner 7.5 3 3.75 1.5 Prep Gun 4.5 Triple Polish 5.5 3 0 1.5 1.5 1 Hot Wax Rain Repellent 4.51 21 Total 43 17.75 Total 81.8 53.1 Total Fresh Water Consumption W/O Reclaim Total Fresh Water used per car Projected Cars per month Total Fresh Water Used per car per month 5 gal loss per car due to Evaporation and drive off Total Water Sent to Sewer 124.8 17.75 5000 88750 25000 1 63750 62.8$ 63,750 gallons per month / 30 = 2,125 gallons per day a I / k I I I I ¢ ' I I ' I I ' N I I I W'o I I N m N 0 Nz I W¢ Q 1 I Z LO I � I I X m ' Wo PK BAIL D � II jl I a / I l l � I ' I I O HILL, LLC, I / I ° 'HAL PROPERTIES I I TM# 174500-00-00-094A0 I N DB 4134, PG 199 °' ZONING: PD-SC I I PRESENT USE: SHOPPING CENTER I / EXISTING I SANITARY EASEMENT DB 985/717 AND DB 985/722 fL`�\�a� r l • PROPOSED PIPE No. 3 89 LF.-18"0HDPE ' / I mQ • SLOPE =1.0% • PROPOSED ' / I • GRATE INLET A-2 I I =/ • RIM: 489.50 p • I I I as I EX INV. OUT WITH FLARED I I ---- END SECTION=470.4' L I �J a / IN / I I STORMWATER EASEMENTS DB 985/717 AND DB 985/722` EX SSMH I TOP=488.5'\ IE = 484.8' / -a � • A A A AAJ... PROPOSED PI E No.4 J _ Os_ 44 L.F. ^' 18" 6 HDPE SLOPE = 1.0% J PROPOSED CONNECTION INTO / EXISTING SANITARY SEWER J MANHOLE. I.E. = 485.3' SLOPE = EXISTING STORM DROP INLET A-0. LEAVE EXISTING STRUCTURE IN PLACE AND ADJUST RIM VERTICALLY TO MATCH FINISH GRADE. RIM = 487.50 EXISTING FL IN (SE) = 475.30 PROPOSED FL IN (N)=482.00� PROPOSED GRATE INLET A-6 RIME No. 6 J PROPOSED PIPE No. 6 6 LF.`18"0 HOPE SLOPE = TO J EXISTING GRATED DROP INLET TO BE REPLACED WITH A JUNCTION BOX TOP=486.25 EXISTING FL IN (W)=475.80 -� -s - ROP- TOP - 6.Y INV. OUT=474.1' _ -- ---_ - *---WT-- S24' t 6-' EX GRATED DROP INLET TOP-484.3' INV. IN=475.8' INV. OUT=475.7' EX MANAGED SLOPE AREA. GRATED /DROP INLET TOP -AP' 8.7 INV. OT =479.5' [8Y REFER TO DETAILS PROPOSED GRATE INLET A-3 RIM: 491.00 GAL. _r�Y yIrPVI i RIO HILL CENTER I j EXIS NGA EM I SI E EASEMENT _ �f D 985/717 q I B98572 p I - - - - lower % - - - - end sta. CLOSEST EXISTING FIRE HYDRANT APPROXIMATELY 200' FROM THE i I I l l I PROPOSED BUILDING. ACCESSIBLE FROM THE PARKING LOT. I______- r- I I I l I tl 30' BUILDING SETBACK -In r- II ^ r � -- NlI ­===00O=� II zI I aof ll I I r--' --, Ig of L, L__, IF K?r__ I I I ­==::00C=� II I z I I i t i Ic' I I I I 'I I In I I I- _ J Iz PROPOSED PIPE No.2 I-- Iti 66 L.F. - 18" 0 HOPE I > to SLOPE=1.0% A PROPOSED - J IC_ GRATE INL -4 - - h _ RIM: 491. I I I iI I I 6" C.O. 2,000 GAL. 2 000 AL •u I I ' O © OWN° e JI I I IL } I I/I - II 750 GAL. OIL ANDS WATER SEPARATOR (SEE DETAIL) OPOSED PIPE No. 1 S2 PROPOSED CARWASH 10% HOPE SLOPPEE = 1.0% 4,231 S.F. PROPOSED F.F.E. = 92. CURB INLET A-5 aaas g - - - - 30 BUILDING SETBACK - -RIM-49o.70 6"C.O. 6"0PVC -SLOPE I%MIN-ansT ""' EXISTING W-10S J DRAINAGES PROPOSED GASUNE � EASEMENT DB 85 iP OHP( OHP ,,HP OHP OHP- 1 PARKING SETBACK_ - �. SAMPLEMANHOLE .-W. - (SEE DETAILS) F_ - - �- 214.98� EX MANHOLE FOUND EX GAS LINE U. S. ROUTE 29 (SBL) SEMINOLE TRAIL (VARIABLE WIDTH) EX DROP INLET J TOP=487.1' INV. OUT (15" RCP) =481.4 .I gym+ LOWERED WATER LINE TO BE A MINIMUM OF 10' FROM PROPOSED iTREETTREES. SEE LANDSCAPE PLAN FOR LOCATION OF TREES LOWER EXISTING WATER LINE TO MEET MINIMUM ACSA COVER OF 3.5' MEASURED FROM ESTABLISHED FINISHED GRADE TO THE TOP OF PIPE WATER LINE RELOCATION TO BE WITHIN EXISTING EASEMENT A = 8'06'15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S59'24'42"E ower water line Tegln sta. 0+00 EXISTING UTIUTY EASEMENT DB 985/717 AND DB 985/722 - WATER LINE RELOCATION TO BE WITHIN EXISTING EASEMENT EXISTING WATER BE UTILIZED FOR IRRIGATION 1.0 Q 2" DOMESTIC WATER SERVICE - -----------------------------15" RC ----------------------- EX 15" RCP EX DROP INLET TOP=488.2' INV. IN=482.3' INV. OUT=481.3' PROPOSED 2" WATER TAP 1.5" DOMESTIC WATERMETERWITH RPZ BACKFLOW PREVENTER OHP I E -YE E BOX PROPOSED ELECTRICAL TRANSFORMER PROPOSED UNDERGROUND ELECTRICAL SERVICE UTILITY NOTES • ANTICIPATED WATER USAGE 63,750 GAL/ MONTH = 2,125 GAL/DAY (PEAK DEMAND 82 GPM) • SEWER AND WATER SERVICES TO THE BUILDING WILL NEED TO BE DISCONNECTED PRIOR TO ACSA APPROVAL OF THE DEMOLITION PERMIT. • EXISTING WATER METER TO BE UTILIZED FOR IRRIGATION u.rao( 1 Yt�y' 4 ` - as b u fie t5g s _ '.e OJl II R V M1 M1W A 6B[t bE fBa I '. 8 7, 45.18 ' 45 BW .5.68 t5 B6 <5113G an^m m 4591et n. imm4 ns.ae 'p, uu 44,1e a a° oom __ 0-91 1 Fi A6a 1B1L14>JP a' � FA5911or.H c y�' ksnn ` �* w. 4 b95 SR� ,t 4e i +° T u-a 1 14 4a Lis l° l i, Hpbctry �,a ' aY\ ayi i e 9, HYerg.O,Y a 4 c of �m o r���y�� W ss ros r e,, moa 56 r.b. a a % ly.i agQ 5 a C 3q -tea eu ma l7l6j" .SH.;e 45y 9p 4 1 ° M1 O M1 O04 r be L S 1E A M1 c tjYlk F` b d v,. 1 LOCATION MAP SCALE: N.T.S. PROJECT DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Justin Hendley Contact: Greg DeBacker Tel. el. (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' GRAPHIC SCALE SCALE 1" = 20' 40' 60' T 4 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 R 770.725.1200 F: 770.725.1204 www.carterengineermg.net z J Q z 0- 1- IY I- w w J z J N w w O O �CC w - O C=.J LU J WLU z Q U `W J J LU �} V = 0 O OC O O U1J `4 N L / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: UTILITY PLAN SHEET NUMBER: 4 PROJECT NUMBER: 19016W4D DATE: 02/12/20 RETAINING WALL "A" WALL LOCATION STATION TOP OF WALL BOTTOM OF HEIGHT WALL (FEET) A-i 0+00 495.50 493.50 2.0 A 2 0+29 1 494.00 491.00 1 3.0 A-3 0+99 1 493.50 491.50 1 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 0+18 494.90 492.50 1 2.4 B-3 0+34 495.50 494.00 1 1.5 RETAINING WALL r'C" WALL LOCATION STATION TOP OF WALL BOTTOM OF HEIGHT WALL (FEET) C-1 0+00 491.00 490.00 1.0 C-2 o+18 491.00 489.00 2.0 C-3 0+40 491.00 489.00 2.0 C-4 o+65 491.00 490.00 1.0 BOTTOM OF WALL EQUALS FINISHED GRADE EX INV. OUT WITH FLARED END SECTION=470.4' /_ 1 \ I \ a � PK NAIL\� D ` I I M EX MANAGED SLOPE AREA. I 496---------- WV��----495 ----- ----------- 3 \ 6j�6P N6Efi----------�IQ k�I�� � y---------- / B-2 B-3 i � 'll A-1 A-2 / / A-3 7 \\ \\ \ \ I I I m I 30/BUILDING SETBACK - -4 �` �� 71 / BENCAMA�K I SET' LELA }91.�7 MAG NAIII II M y 00 o II II I�\ I q I I I I I I II 1 \ SCT RIO HILL, LLC, II 1 C/O ROSENTHAL PROPERTIES II I II 11 I II 1 II 1 1 II TM# 04500-00-00-094A01 I I I I 1 1 DB 4134, PG 199 i 11 1 11 II 1 11 II 1 I 1 QiN ZONING: PD-SC 1 I I I I I I I I I INI \ PRESENT USE: SHOPPING CEN�T�R 1 1 11 1 1 1 II I 11 II /\ 491.79 IIIIII�II!il . I I I I I r1 l l l i i j i i l I/I I Illlililil I / II I I I PROPOSED PIPE No. 3 I I I I I I I' Chi 89 LF. - 18" 0 HDPE SLOPE =1.0% PROPOSED 49 GRATE INLET A-2 / I I I I II - - - - 1 RIM: 489.50Q/- / / I zr / m 490 /40 / 1 I ivy I GRA I TOP, -=qO.R9T__ ll- � \\ I/ 7-� --L a0O� 0 492.30 I/ 1 492 -- \-- I 492 CONDUIT____ 9 I I / I I I I PROPOSED PROPOSED PIPE No. 2 I1 I I GRATE INLET A-3 I 491.40 le-' 66 LF. ^'18"HDPE I/ 3Nq RIM: 491.00 1 SLOPE=1.0% It' 1 F \\ {J I iZ PROPOSED -- GRATE INL -� RIM:491. \ / I i I I I I \ I ! I oNO0i p90 \ BR 491.40 ---! 491.39 _� 491.39 II \\� I j/ 491.39 I II II 491.39 491^40C-4 ' 1 I I / 2" CONDUIT Y 1490, OPOSED PIPE No. 1 49D.5D I _----" PROPOSED CARV�fASH SLOPE =1.0% HDPE _ ,z _ 1 \ \ 4,231F PROPOSED L 491.50 F.F.E. = 49200 CURB INLET A-5 491.5 EY-SSM,RIM: 490.70 _ TOP =488.5',/ I --\ \ - / - - - - - 30 NG F,ET BUILDIBACK _ J 490 - - - 489 --"9---ss------ - -;� S 488 3:1 SLOPE - ,•�488 487 oHP oHP�:,\ DAP mar a n _"HP ado- - - OHP OHP QHP OH ONP PARKING SETBACK487.50 _ Tno \\ -_ / ____ ___ /_-_-_______-___-_ PROPOSED PIPE No.4 _ _ �uy� pyT�'/1��4a5---- - { _>__� _ -- --} __________E__ �� T ,2 EX MANHOLE N 44 LF.-18"0HDPE -- _ --$24 1 s' --- ! \ /'�--_--_ \�_��----21 *.98 E_OUN� 487.50 ---------- Yc. _- -__ ---------- l _uc==-uar--_°Yr-_-oO.---uc*-- PROPOSEDIUNRION80XA-1------- -__ _- -- - PROPOSEDPIPENo.S 5 LF. - 18" 0 HDPE SLOPE =1.0% _ - -�- - EXISTINGSTORMDROP INLETA-0. LEAVE - - - - - - - - - - - - � EX DROP INLET EXISTING STRUCrURE IN PLACE AND ADJUST RIM VERTICALLY TO MATCH FINISH GRADE EX GRATED DROP INLET .':; Ifdl- TOP=487.1' RIM =487.50 TOP=484.3' INV. OUT (15" RCP)=481.4' EXISTING FL IN ISE)=475.30 INV. IN=475.8' PROPOSED FL IN (N)=482.00 ax PROPOSED GRATE INLET A-6 INV. OUT=475.7' RIM =486.5 U.S. ROUTE 29 (SBL) PROPOSED PIPE No.b SEMINOLE TRAIL 6 LF.-18"HDPE � D SLOPE = 2.0% EXISTING GRATED DROP INLETTO BE (VARIABLE WID TH D REPLACED WITH AJUNCTION BOX 0 TOP=486.25 0 EXISTING FL IN (W) = 475.80 0 PROPOSED FL IN (S) = 482.13 0 BR .41 MINIMUM OF 10' FROM PROPOSED TREETTREES. SEE LANDSCAPE PLAN LOWER EXISTING WATER LINE MEET MINIMUM ACSA COVER OF'. SURED FROM ESTABLISHED FINISF A = 8*06'15* L = 140.14' R = 990.77' C. = 140.02' C.B. = S59'24'42"E rig o EX DROP INLET TOP=488.2' INV. IN=482.3' INV. OUT=481.3' --WE- 27B u.rbL( a W. OAS 4 41 _ t �'011 p3 I 1 / 610' ra a58 0 4 14) asre 3 u.e � .nx t5 B6 a5 1xG an^~ m b581Yt n. Tema ns.Ye 'p, uu U4.,lq a >° 000 _ 11 -R A. B -,° \M1S t49IIIIIL1AA-aP qP a5-n U.r� a5.9a 7 'ry6 a `� aV!&336rOON +n/\I�0 IS Ftr. \�OB trb0'Dr - r 0, aab Pa A.HIDs 6 0 8 �' et'¢ P��W ��9x u,os a r a p5�pp pp p9o. aes v 'egdRt .u-tna 01 .1 11lEl OF N 1 _Y ry O n / r.01 L S�en1E A ry C tjbNf b d /�/ 1 Yaa - 'I yMk3= LOCATION MAP SCALE: N.T.S. PROJECT DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Justin Hendley Phone: (706)548-1151 Contact: Greg Tel. (404) 219-8331 8-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987-00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: 10-feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. 8�Know what's below Call before you dig dial 811 20' 10, 0 20' 40' GRAPHIC SCALE SCALE 1" = 20' T 4 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/ J Q z Cr WW J zLU J w C O 0 O -.1L I..L w O O C=.J >LCr u J WLU z J J W O _ Or O O U1J r4 N V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEETTITLE: GRADING AND DRAINING PLAN SHEET NUMBER: 5 PROJECT NUMBER: 19016W4D DATE: 02/12/20 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-W EST AND LEAVES THE SITE TH ROUGH 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 W EST AN D 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 SOILSURVEY OF THE SUBJECT PROPERTY IDENTIFIESTHE SOILTYPE AS EUOAK 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 (CE) -ONE CONSTRUCTION ENTRANCE IS PROPOSED AT THE SITE ENTRANCE. CONTRACTOR SHALL REMOVE ALL MUD, DIRT, AND DEBRIS FROM VEHICLES EXISTING THE SITE. CONTRACTOR SHALL INSTALL ADDITIONAL STONE STABILIZATION AS NECESSARY TO PREVENT TRACKING ONTO THE EXISTING ROADWAY WITHIN THE LIMITS OF CONSTRUCTION. SILT FENCE (SF) - A TEMPORARY SEDIMENT BARRIER CONSTRUCTED OF POSTS PLACED ACROSS OR AT THE TOE OF THE SLOPE OR IN A MINOR DRAINAGE PATH TO INTERCEPT AND DETAIN SEDIMENT AND DECREASE FLOW VELOCITIES FROM DRAINAGE AREAS OF LIMITED SIZE. INLET PROTECTION (IP) -STORM DRAIN INLET PROTECTION SHALL BE PLACED AT THE INLET OF ALL CURB AND DROP INLETS TO FILTER SEDIMENT TEMPORARY SEEDING / PERMANENT STABILIZATION -SEEDING MEASURES SHALL BE PROVIDED ON DISTURBED SOIL AT CUT AND FILL SLOPES, SIDES OF SEDIMENT TRAPS, DITCH LINES, OR AREAS OUTSIDE OF ON -GOING CONSTRUCTION PRACTICES WITHIN SEVEN (7) DAYS OF COMPLETED GRADING. ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MANAGEMENT STRATEGIES - EROSION AND SEDIMENT CONTROL SHOULD BE DISCUSSED BETWEEN THE GRADING CONTRACTOR AND THE OWNER PRIOR TO ANY EXCAVATION SO THAT THE LIMITS OF CONSTRUCTION AND EROSION CONTROL METHODS ARE CLEARLY UNDERSTOOD BY BOTH PARTIES. - CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE - THERE IS TO BE NO TRACKING OF MUD OR DIRT BY CONSTRUCTION EQUIPMENT ONTO PAVED DRIVES OR ROADS. - SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING FOLLOWING INSTALLATION - SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING - AREAS WHICH ARE NOTTO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. - AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E & S CONTROLS WILL BE CLEANED AND REMOVED PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDINGIMMEDIATELY FOLLOWING FINISHED GRADING. MULCH STRAW OR FIBER ( ) WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING MAINTENANCE OF ESC MEASURES EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BY TRAINED ON -SITE OS 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 f /ac = 420 If required Sediment Storage Provided by the following BM Ps (See notes for calculations): -Silt Fence Drainage Length of Silt Fence/SOOIf 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 HE FOLLOWING STANDARDS NADDITI ADDITION THE OTHER APPLICABLE T FO O NGS SI O O 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 E 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 15 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 perrnanentstabilization been addressed in the namative? YES Are practices shown on the plan? YES Temporary and permanent and specifications? YES Lime and Fertilizer? YES Mulching? YES Blankets/Maffing? YES Pavement/Construction Road Stabilization? YES MIS Has stabilization of soil stockpiles, borrow areas, and disposal areas been addressed in the narrative and on the plan? YES Have sediment trapping measures been provided? YES MS-3 Has the establishment and maintenance of permanent vegetative stabilization been addressed? YES MS-4 Does the Ian ecificall state that sediment -trapping in facilities shall be constructed as a P specifically PP 9 first step inland -disturbing activities? YES MS-5 Does the plan specifically state that stabilization of earthen structures is required immediately after installation? Is this noted for each measure on the plan? YES MS-6 Are sediment traps and sediment basins speafied where needed and designed to standard and specification? YES MS-7 Have the design and temporary/permanent stabilization of out 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 mg , subsurface drains)? YES MS-10 Is adequate inlet protection provided for all operational storm drain and culvert inlets? YES MS-11 Are adequate outlet protection and/or channel linings provided for all stormwater conveyance channels and receiving channels? Is there a schedule indicating: YES Dimensions of the outlet protection? Lining? Size of romp? 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 a1I 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 5001inear 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/tar) 27B Elioak loam Loam Granular o xx x.00 27C Elioak loam Loam Granular o xx x.00 28C3 Elioak clay loam Clay loam Granular o xx x.00 34C Gil loam Loam Granular o xx x.00 ACTIVITY SCHEDULE: TASK DESCRIPTION: MONTHS 2020 J a¢ W j r j F 0 j IY W m W W w INSPECT AND MAINTAIN ALL EROSION CONTROL BMP X X X X X X CONSTRUCTION EXIT AND PERIMETER SILT FENCE X TEMPORARY SEDIMENT STORAGE FACILITIES X X CLEARING & GRUBBING I 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 PHASE DISTURBED AREA -� DIST�URBEDDAAREA- DC )( fS )( MU ) THE CONSTRUCTION ENTRANCE MUST BE \\ _ CONSTRUCTED AS WIDE \ AS THE PROPOSED \ \\ PERMANENT ENTRANCE pI, NA SETTLING AREA FOR r \ D WASH RACK I \ I I v LV AV A AV A 5V AV V A 1 I 'IR 1 I I I III 0, II 1�II p0,II�9/ 0, I N I -P cP I �6l 1 PIN€ I SCT RIO HILL, LLC, II 41 II 11 11 II I II l II II I III III C/O ROSENTHAL PROPERTIES TM# 04500-00-00-094AO 1 I I I 1 I I I I \II II I I DB 4134, PG 199 11 I II 11 I II II ` I 1ZONING: PD-SC PRESENT USE: SHOPPING CENI II 11 II II i II II I N Ig /\ 1 I II 11 11 II � I II II j I � - I I I I I I I I I IIjIIIIIIII � I I \ I I I I i I I I l l l l l l l j �II I I I I I I I I I I k I I i I I i I i I II I I 1 EXISTING LIGHT POLE TO BE REMOVED. I I I I I I I 'lam REMOVE LINES AS NECESSARY (TYPICAL) DISTURBED AREA EX INV. OUT WITH FLARED // / / / / /////• / / , END SECTION=470.4' Cq V SF ---' �// / :A I Top I / l /15" ZEL ZJ oev o"v mP 011 aHP� -------- _ �-�7FDRT5�YNL�rT• DISTURBEDAREA \1 TOP=486.1' _ - - _ --- ---- - pc INV. IN=475.3' -wT-- - _-W=� - _ SF b b EXISTING LANDSCAPE TO BE REMOVED (TYPICAL) EXISTING SIDEWALK TO BE REMOVED (TYPICAL) END: September 31, 2020 1 I I x I EROSION AND SEDIMENT CONTROL DEVICES: PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTRUBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. EROSION AND SEDIMENT CONTROL MAINTENANCE: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL TO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR REPLACED. AFTER COMPLETION OF THE PROJECT, AND PERMANENT SEEDING HAS BEEN ESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED AND REMULCHED. I EX MANAGED SLOPE AREA. I I ,- -- - ----495-------------------- - WV GRA--------- VES f;t6P�11V L.Efi---------- TOP 4 / -- ----Q T�g 5�� _ DISTURBEDAREA I 3 IP /�F CEIt 77 d l I� I X BRIEKKS 6N = 8' III I I�1/I �2 4„ 0 /�\;/�li I /I N,7 i I lr', i I X�il71 �PST�R' \DXX =T( X 18'\pAKS -49 I IUC /TS .Ex EX PIN �' co ro 24.4' i�l I I I I II �) q 11 EXISTING 1" WATER METER TO REMAIN -I \Y PI cz 34.9' / EX 1-ST. & 80 LDINGBLOOK rx 16/ Ho x-v 11 ��� I ---I I 1L� ) L mt ---------------------------- p N 6 I (P " 8.2LET INV. IN=482.3' INV. OUT=481.3' 1C - ---� S2 ' 19' 26V----- - - - - - - - - - - - - - / - -V 00D FF=490.50' 38.0' 0 M yD > g DC TS MU, I\'r -Z --'� �- N J jr w #. EX MANHOLE NOT , SF FOUND_---- T,! --- --- - -- -eL.-L ,. D e D EX DROP INLET EX GRATED DROP INLET hR „AS I INF - TOP=487.1' TOP=484.3' INV. OUT (15" RCP)=481.4' INV. IN=475.8' INV. OUT=475.7' U.S. ROUTE 29 (SBL) EXISTING UNDERGROUND GAS LINE TO BE SEMINOLE TRAIL REMOVED. (VARIABLE WIDTH) WWOOD Q 03 O� m � Q �. 14" EX 15" RCP /-6G E--- EX JBOX I SF AREA A = 8.06' 15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S59.24'42"E EXISTING STRUCTURE TO BE DEMOLISHED AND REMOVED. DISPOSE OF IN APPROVED LANDFILL, SF EXISTING SIGN AND LANDSCAPE. DEMOLISH AND REMOVE (DISPOSE OF IN AN APPROVED LANDFILL) 2713 I: uaaL(a W.St a- sec a . 3 uJ as aZ4a a^^ .nx 5.10Al t506 <5 1xG an^~ O58 0 9" 4s.ae `c uu U4.,�81 P° eoo FSR9A60 'ji \R5 �9 50141A>-!r� <. v a/xeasei- 7 0' i Agn°r.H u n�f =I9 5 L' b-95 .5 91 *W&3dnrem� y�1.. °� e 'kro,Hpbctry �,a o.�°. � °�u°y^•��a�,°yu° r5 /f Y 0 eo °m S y- F�i. a®,`q-pe 94B '�5h'• 4 167f °�k lt; m ss ros r � p5 boob ob. a�oti v �+ry,°tlgN U ox b a� yet T, 6n 04 UL.O 6 /\\/141 IlEl S q1, tl]49� .1120 wi L ,S,en1E A. M1 ' tjYlk:F4 li b d v c LOCATION MAP SCALE: N.T.S. PROJECT DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Justin Handley Contact: Greg 48-1151DeBackeTel. (404) 219-8331 Phone: (706)548-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987-00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: 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 (NAVE) 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 b those using this drawing. Th I tin n arrangement a oca o a d 8 Y g of underground utilities and structures related ili i h wn g ed to ut t es s o hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. EROSION CONTROL LEGEND DUSTCONTROL OP OUTLET PROTECTION MY DISTURBED AREA STABILIZATION (WITH MULCHING) SF SILT FENCE O(WITHRBED TEMPORARY REA SEED SEEDING) STABILIZATION SR SURFACE ROUGHENING SC BED AREA STABILIZATION (WITHRPERMANENT VEGETATION) DD TEMPORARY DIVERSION DISTURBED AREA STABILIZATION FS (WITH PERMANENT SEEDING) ST TEMPORARY SEDIMENT TRAP CE CONSTRUCTION ENTRANCE IP O STORM DRAIN INLET PROTECTION CONSTRUCTION ROAD CRS STABILIZATION Know what's below Cal before you di 8 Y 9 dial 811 20' 10, 0 20' 40' GRAPHIC SCALE SCALE 1" = 20' T 4 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 J Q z �Cr Ww J z J N LU LU O O L L w Q U _ p �LU w J W Z LU J �} V = Q O Cr O O W `4 N �� V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEETTITLE: EROSION CONTROL PLAN PHASE I SHEET NUMBER: 6 PROJECT NUMBER: 19016W4D DATE: 02/12/20 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-W EST AND LEAVES THE SITE TH ROUGH 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 W EST AN D 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 SOILSURVEY OF THE SUBJECT PROPERTY IDENTIFIESTHE SOILTYPE AS EUOAK AND GLENELG SOILS WHICH HAVE A LOAM TEXTURE AND AN ERODIBILITY FACTOR OF 0.28 CRITICAL AREAS THERE ARE NO CRITICAL AREAS ON THE SITE TAPE INSTALLED TO PROTECT TREE SAVE AREA ANY CLEARING OR DISTURBANCE WILL REQUIRE THE REPLACEMENT OF VEGETATION AND LANDSCAPE PLAN AND BOND. EROSION AND SEDIMENT CONTROL MEASURES CONSTRUCTION ENTRANCE (CE) -ONE CONSTRUCTION ENTRANCE IS PROPOSED AT THE SITE ENTRANCE. CONTRACTOR SHALL REMOVE ALL MUD, DIRT, AND DEBRIS FROM VEHICLES EXISTING THE SITE. CONTRACTOR SHALL INSTALL ADDITIONAL STONE STABILIZATION AS NECESSARY TO PREVENT TRACKING ONTO THE EXISTING ROADWAY WITHIN THE LIMITS OF CONSTRUCTION. SILT FENCE (SF) - A TEMPORARY SEDIMENT BARRIER CONSTRUCTED OF POSTS PLACED ACROSS OR AT THE TOE OF THE SLOPE OR IN A MINOR DRAINAGE PATH TO INTERCEPT AND DETAIN SEDIMENT AND DECREASE FLOW VELOCITIES FROM DRAINAGE AREAS OF LIMITED SIZE. INLET PROTECTION (IP) -STORM DRAIN INLET PROTECTION SHALL BE PLACED AT THE INLET OF ALL CURB AND DROP INLETS TO FILTER SEDIMENT TEMPORARY SEEDING / PERMANENT STABILIZATION -SEEDING MEASURES SHALL BE PROVIDED ON DISTURBED SOIL AT CUT AND FILL SLOPES, SIDES OF SEDIMENT TRAPS, DITCH LINES, OR AREAS OUTSIDE OF ON -GOING CONSTRUCTION PRACTICES WITHIN SEVEN (7) DAYS OF COMPLETED GRADING. ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MANAGEMENT STRATEGIES - EROSION AND SEDIMENT CONTROL SHOULD BE DISCUSSED BETWEEN THE GRADING CONTRACTOR AND THE OWNER PRIOR TO ANY EXCAVATION SO THAT THE LIMITS OF CONSTRUCTION AND EROSION CONTROL METHODS ARE CLEARLY UNDERSTOOD BY BOTH PARTIES. - CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE - THERE IS TO BE NO TRACKING OF MUD OR DIRT BY CONSTRUCTION EQUIPMENT ONTO PAVED DRIVES OR ROADS. - SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING FOLLOWING INSTALLATION - SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING - AREAS WHICH ARE NOTTO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. - AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E & S CONTROLS WILL BE CLEANED AND REMOVED PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS SEED FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING MAINTENANCE OF ESC MEASURES EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BY TRAINED ON -SITE PERSONNEL. MAINTENANCE AND REPAIRS SHALL BE PERFORMED IMMEDIATELY. SOIL & EROSION CONTROL CALCULATIONS SEDIMENT STORAGE CALCULATIONS: Drainage Area 1.05 Acres Disturbed Area 0.99 Acres Required Silt Fencing 1.05 ac. x 400 Wax; = 420 If required Sediment Storage Provided by the following BM Ps (See notes for calculations): -Silt Fence Drainage Length of Silt Fence/SOOIf 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 15 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 perrnanentstabilization been addressed in the namative? YES Are practices shown on the plan? YES Temporary and permanent and specifications? YES Lime and Fertilizer? YES Mulching? YES Blankets/Maffing? YES Pavement/Construction Road Stabilization? YES MIS Has stabilization of soil stockpiles, borrow areas, and disposal areas been addressed in the narrative and on the plan? YES Have sediment trapping measures been provided? YES MS-3 Has the establishment and maintenance of permanent vegetative stabilization been addressed? YES MS-4 Does the Ian ecificall state that sediment -trapping in facilities shall be constructed as a P specifically PP 9 first step inland -disturbing activities? YES MS-5 Does the plan specifically state that stabilization of earthen structures is required immediately after installation? Is this noted for each measure on the plan? YES MS-6 Are sediment traps and sediment basins speafied where needed and designed to standard and specification? YES MS-7 Have the design and tempoary/permanent stabilization of out 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 semping from a slope face been addressed mg , subsurface drains)? YES MS-10 Is adequate inlet protection provided for all operational storm drain and culvert inlets? YES MS-11 Are adequate outlet protection and/or channel linings provided for all stormwater conveyance channels and receiving channels? Is there a schedule indicating: YES Dimensions of the outlet protection? Lining? Size of romp? 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 a1I 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 5001inear 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) 27B Elioak loam Loam Granular O.xx x.00 27C Elioak loam Loam Granular O.xx x.00 28C3 Elioak clay loam Clay loam Granular O.xx x.00 34C Gleneig loam Loam Granular O.xx x.00 ACTIVITY SCHEDULE: TASK DESCRIPTION: MONTHS 2020 J a¢ Z j r j F 0 j IY Lu m ul W w INSPECT AND MAINTAIN ALL EROSION CONTROL BMP X X X X X X CONSTRUCTION EXIT AND PERIMETER SILT FENCE X TEMPORARY SEDIMENT STORAGE FACILITIES X X CLEARING & GRUBBING I 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 lxlXl START DATE: April 01, 2020 1 I I a I END: September 31, 2020 EROSION AND SEDIMENT CONTROL DEVICES: PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTRUBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT 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 / l I � " 1/ / I I II �_-_ I �---- it '-1 �� �����\•-- � 1 A ! 1, Dmr� _ \ I 492 T I 492 TT\ \ h 4 Il l � J I -- I \- 2 II DC CRS- L----- -- SO PSI I� iso II TS MU / P 10 IP IP 49, I I I I ----- • 1 � � ; / 1 I I 2 1 i DISTURBED AREA 0 0 490 EX INV. OUT WITH FLARED ////j j // /'/.o / l j --- -- — r'' •/ \ to ° r_.:_ A T o 3 I' END SECTION=470.4' /v / / // / / // / / / ^ I 4/ } :rl '�. •__2 CONDufT._ - I .I I SO \ w I �I // / / � i � /' i / 2v 1 � I � <I I• •• JJ • ,,,� i / / // / i i / / i /� I IIi1P PS A // I � ••:�F� a90, ---/i IP 44/i i / li ----- J Ile ' P\ROPIItARWASHIGu .Ik vv 4,231 SF -- �/ / / 7 _ \ F.F.E. = 49200 i5 C Top g�}_�L X; —A— 0 DI � K ens I i"�as 491 a. 1 i ��• / �490 1 GAS V� 490 --- — — 3'1 SLOPE EX MANAGED SLOPE AREA. I I - -498- - - - - - - - - DISTURBEDAREA 496----------- -- - -- I----495------- —----------- \\____ W �,� oo—''/—/��--L—�--11--/—��y -�{� OPGRAT 4 j 1P N--------- f; It _+fl Lt '-FrC--I TFJt_— -----I �, \ \ \ _ \ '— ------_— — — — — — — --479'5�- i� l' DISTURBEDAREA I I /6F f IPA\ PK \NAIL\� D— v v I a BPS III \ \ \ /I / � F _ V� III ° •;' 1 DC,-3 � �� v Iv � I �I •5 � •/ � _w MMll,, �_- 3 130TLlyIN SETMCK \ \\ \I \I 11 II II I II 1 1 1 1 1 1 I I eley / — —F -It'---I----- / / BENCHIM K\sffTI' I CRS ! -� MAG NNL 6*,-49147 I I I 11 II p I I wOD I w `° II 1 O \ �I I \ / I I D\\\\ \ \x as oa I I -p cP I I 1 1 �493 • � — I \ / I I � _ � � — \ \ 7 w �` w I SCT RIO HI LLr LLCr 11 I I 11 1 II I II II 111 II 1 I / I II\ \I C/O ROSENTHAL PROPERTIES11 11 1 1 I I 11 I I 1 1 TM# 04500-00-00-094AO 11 i 1 II 1 111 I II II I I I N PRESENT I SHOPPING CE ^I``T�IIR I III 111 111 II 11 II I I IN I \ \ \ PRES USE: '1 1 I I 1 1 I I 1 I 1 1 11 1111 1 1 1 1 1 II I I � IliliilliI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IIIIIIIIII _ ~ I — —99— — —u X 488 87 � 488 • aHP aHP eHP eff 1 OHP ]1 XP a\ $6� eHP-emu 1�PARKING SS ETBACK_ B \ �r .°�•• DISTURBEDAREA - - - - _-_ ;.. ' s \tea' 214 a EX MAN•H OLE Nf�f ,, �^ ----- — — -.S24' 19' 26"W— — 'I _ SF FQJJNP1' TF/ c,-- _ 1'6-�-- •SF max, •1. T�-� i -----_-- EX DROP INLET EX GRATED DROP INLET hX GAS I INF — TOP=487.1' s TOP =484.3' INV. OUT (15" RCP) =481.4' INV. IN=475.8' INV. OUT=475.7' U. S. ROUTE 29 (SBL) SEMINOLE TRAIL (VARIABLE WIDTH) a B sta. MINIMUM OF 10' FROM PROPOSED iTREETTREES. SEE LANDSCAPE PLAN FOR LOCATION OF TREES LOWER EXISTING WATER LINE MEET MINIMUM ACSA COVER OF: SURED FROM ESTABLISHED FINISF A = 8*06'15" L = 140.14' R = 990.77' C. = 140.02' C.B. = S59'24'42"E water line sta. 0+00 Q 03 O Imo^ v J N Q EX 15" RCP EX DROP INLET TOP =488.2' INV. IN-482.3' INV. OUT=481.3' SF /-6G E— — —„G EX JBOX DISTURBED AREA uaaL(a W.St a- uae a s. fiat �jY11 .5,0 3 uJ .Al ei5 BW M1 a5.68 �... a506 <5 1xG an^~ °58 0 . 9" ns.ae `c uu U4.,le, P° eo° 0-91 B I RV 11 9A60 'ji \n5 �9 501414>-aP �SVi,,,. <. v a/xeasb1- 7 0° 1}pP Aqn°rH u n�f �A 9 2 oy nq pS b-95 .rL / M6 01 °rA r q. w. a591 7 , yt. l- y ra *W&33nroox Is `rein}� pya oe. •¢_ 'y ''nYera.pr e u cot �e o eerb��i_ . e.��t• a^ 6 °°^o$,x a, m +et' o .o eM1 e / B` '.-: A5•gdd R? � 1-1 wi L ,S,en1E A. M1 � (jblk-t• fi d • 'i• LOCATION MAP SCALE: N.T.S. PROJECT DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Justin Handley Phone: (706)548-1151 Contact: Greg Tel. (404) 219-8331 8-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987-00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: 10-feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVE) 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 m encountered. h r his I t es o s ow may be a counts ed The owner, s employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. EROSION CONTROL LEGEND ODc DUST CONTROL OP OUTLET PROTECTION MY DISTURBED AREA STABILIZATION (WITH MULCHING) SF SILT FENCE DISTU(WITH TEMPORARY BED STABILIZATION SEEDING) SR SURFACE ROUGHENING SO DIUBED AREA STABILIZATION (WITHRPERMANENT VEGETATION) DD TEMPORARY DIVERSION DISTURBED AREA STABILIZATION PS (WITH PERMANENT SEEDING) ST TEMPORARY SEDIMENT TRAP CE CONSTRUCTION ENTRANCE IP O STORM DRAIN INLET PROTECTION CONSTRUCTION ROAD CRS STABILIZATION Know what's below MICal I before you dig 9 dial 811 20' 10, 0 20' 40' GRAPHIC SCALE SCALE 1" = 20' z O a r U F G z N z w w w f p 0 z z z z O U w w w U Q w w U Z z Z w K w O O O re O O z g dUU UU5� V U p o a a> a a a> w J m rn m O O O .+ Z e-I .�-I IN IN ININ N INN w N UJ O N lD In O Q F e-I .-1 N r°I N O O e-I \ \ \ \ \ \ \ \ N 0 N N O O O O O O W K u m c rn m n m m� T 4 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 R 770.725.1200 F: 770.725.1204 www.carterengineering.net z J Q z I— K I— w w J zLU J W C O o 0 I..L w O Up >LU w J W z W w CJ J J �} V LU = O Or O O U1J `4 N V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEETTITLE: EROSION CONTROL PLAN PHASE II SHEET NUMBER: 6.1 PROJECT NUMBER: 19016W4D DATE: 02/12/20 DC SF TABLE 3.39-A ADHESIVES USED FOR DUST CONTROL Water Application Dilution Type of Rate Adh esiv (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 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. VMAX. j����✓✓ `� Jill FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4. BACKFILL 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, P GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. STAIR STEPPING CUT SLOPES DEBRIS .FR!iwfrlr� SLOPE ABOVE IS BY STEP T. DRANACEa7l I c, WATER, SOIL AND FERTILIZER ARE HELD BY STEPS - PLANTS CAN BECOME ESTABLISHED ON THE STEPS. GROOVING SLOPES IIII 11, 1; I I I I 1-1 y r GROOVING 15 CUTTING FURROWS ALONG THE CONTOUR OF A SLOPE. IRREGULARITIES IN THE SOIL SURFACE CATCH RAINWATER AND PROMDE SOME COVERAGE OF UME, S R FERTILIZER AND SEED. nnu TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: NOTES: Per Acre Per 1000 sq. ft. Straw or Hay 1 h - 2 tons 70 - 901bs. Free from weeds and coarse (Minimum 2 matter. Must be anchored.. tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.* Apply as slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 Ills 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. EACH LIFT OF THE FILL IS COMPACTED, BUT THE OUTER FACE OF THE SLOPE IS ALLOWED TO REMAIN LOOSE SO THAT THE ROCKS, CLODS, ETC. REACH THE NATURAL ANGLE OF REPOSE. FILL SLOPE TREATMENT 4` DOZER TREADS CREATE GROOVES PERPENDICULAR TO THE SLOPE. eE SVO TRACKING DING .WMi V , M M nN , b1rYYM N byr.l ,w r IYM1'MI BUTTRIG - ANGLED ENDS INCORRECT G ED BY THE AUTO - MI SOD CUTTER MUST law BE MATCHED CORRECTLY. CORRECT LAY SOD IN A STAGGERED PATTERN. BUTT THE STRIPS TIGHTLY AGAJNST EACH OTHER. DO NOT LEAVE SPACES AND DO NOT OVEnN " RNED MASOI TROWEL P A HANDY TOOL FOR TUCKING DOWN THE ENDS AND TRIMMING PIECES. ROLL SOD IMMEDIATELY WATER TO A DEPTH MOW WHEN .THE SOD IS TO ACHIEVE FIRM OF H" AS NEEDED. EBTABUSHED - N CONTACT WITH THE SOIL WATER WELL AS SOON 2-3 WEEKS. SET THE AS THE SOD IS LAID. MOWER HIGH (9"-3"). APPEARANCE OF GOOD SOD SO 1992 3.31 mu1SItiBY 1. Seedings made in fall for winter cover and during hot and dry Sommer months shall be mulched according to MULCHING, Std. & Spec. 3.35, except that hydromulches (fiber mulch) will not be considered adequate. Straw mulch should be used during these periods. 2. Temporary seedings made under favorable soil and site conditions during optimum spring and fall seeding dates may not require mulch. Re-scadjIn which fail to establish vegetative cover adequate to prevent AT 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 PlilBI Dates specie abs. acre Sept. 1- Feb. 15 50/50 Mix of - Annual Ryegrass (Lollum multi-flomml & 50- 100 Cereal (Winter) Rye (Secale cereale) Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100 - (Lolrmn DDIRLUomm) May 1- Aug 31 German Millet 50 (Setarialtalira.) Source: Va. DSWC m - 287 1992 TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total lbs. Per Acre Minimum La" re�� - Commercial or Residential 175-200 lbs. - Kentucky 31 or Turf -Type Tall Fescue 95-100% - Improved Perennial Ryegrass 0-5% - Kentucky Bluegrass 0-5%a High -Maintenance Lawn 200-250 lbs. - Kentucky 31 or Turf -Type Tali Fescue 1000/0 General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Tap Grass 2 Has. - Seasonal Nurse Crop " 20 lbs. 150 lbs. �w-Ma�[en��Slo�S�ecer than 3: 1)Ma�[en��Slo�S�ecer than 3,1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop ` 20 lbs. - Crowmetch " 20 bs. 150 lbs. ` Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual Rye May Tat through August 15th ..................... Foxtail Millet August t6th through October ...................... Annual Rye November through February 151h ................... Winter Rye `• Substitute Sericea lespedeza for Crownvetch east of Farmville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). If Flatpea is used in lieu of Crowrwetch, increase rate to 30 lbs./acre. All legume seed must be properly inoculated. Weeping L.ovegrass may be added to any slope or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in mines. ill - 303 3.32 SHOWS OR CRASS BLADES. GRASS SHOULD BE GREEN AND HEALTHY, MOWED AT A T-3' CUTTING HEIGM. THATCH - GRASS CLIPPINGS AND DEAD LEAVES, OP TO I/T THICK. _ ROOT ]nNF - SOIL AND ROOTS. SHOOED aE 1/7-3/4" THICK. WI01 DENSE ROOT MAT FOR STRENGTH. SILT FENCE N STONE BACKFILL SILT FENCE BREAK DETAIL Albemarle County Design Standards Manual — Engineering ONE ONSTRUCTION CESs C;N 2% 2% 2% '2' M.N.` --. t - EXTEND FULL WIDTH L-(AD ,;I DRAINAGE TO SEDIMENT �`—POSIT'.VF NGRESS AND EGRESS TRAPPING DEVICE '-PERATION PLAN 2' VIN. 2% 70 MIN. 3' 5V-2A AS'HA.LT -0' CORRS( 2%� 1% `-6" MIN. 2'A AGGR-AIE BASE PROFIL 70' M'N. _n ASPHALT PAVED / WASHRACK EXIST NO PAVFVFVTJI EXISTING PAVEMENT ITIVE DRAINAGE SEDIMENT PPING DEVICE FI'!TER CLOTH) - SECTION A —A A nwwauu water tap of 1 inch must be Installed with a ntillununi I inch ballcock shnMif c'ah'e suppl}vtg a wash hose with a <Gameter of 15 althea for adequate constant pressure. Nash water inust be carried away front the entrance to an approl-e(1 settling area to lenuoVe sedltueilt. All sediment shall be preveilted from entenim storm (trails, chtches or water courses. PAVED WASH RACK Page 8 of 23 Z i i a 0 r U r r W W W m p 0 , . a w w o ce 2 2 U 2 2 z z 0 0 0 0 W g P: v�i uwi 0 ,,, N H 0 r w w Q I- w w Q H U Y U In o 2 p o a ane > a a a> w J m ON m o C3 n .-I .y ti Z w in � .-I o N m m o e-I N [,1 N O O N !n ti N .\I .�I tip .\I N M .+ o 0 0 0 0 0 WO � x m a rn tD n co m .-+ CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 WaWns cille, GA 30677 P: 770.725.1200 F. 770.725.1204 ww,w.ca^rterengineering.net v / z Qa Z 1 1 (D OC WW J z 5J LU L tFl OO L lY LO 0 W U ]0� W W z Lu U `W I c} � i J = tY W O 0 O N �r/•i PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EROSION CONTROL DETAILS SHEET NUMBER: 7 PROJECT NUMBER: 19016W4D DATE: 02/12/20 9B-1 LD-204 Stormwater Inlet LD204 STORMWATER INLET COMPUTATION SHEET Rev. May 2016 RTE US 29 PROJ ARB-2019485 DATE 17-Jan-20 SHEET 1 OF 1 Sag Inlets Only NLET 00 y 4 ¢ CW7 z p 5 U 6 7 �r w 8 Z - 9 U U = O 10 j z Q O 11 O w 0 12 Wd UJ ~ O vi 13 a N r7i K t) 14 F ran H 15 16 17 i 18 19 0 Q o 20 g + m r;g II m 21 ; 0) 22 o + N rn 23 w a a I-i v 0 24 w UJ UJ " w J 25 26 g UJ 27 O Q UJ 2 O 28 ff ci w VOf ¢�¢ O 29 30 31 g 32 O (Q/J o ran r 33 D 1 i 2 W W 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 L53 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 3,47 000 3.47 0.02 1,50 3,47 2,12 A-5 DF3,4 6 02-62.75 0.29 0.95 0.28 0.28 6.64 1.83 0.00 1.83 aO2 0.05 4.27 1.50 0.35 0.08 1.66 0.71 109 0.06 0.09 17.62 600 0.34 0.48 0.88 00D 1.00 GAS 2.18 4.27 1 0f 1 00T Drainage Mai Appendix 913-2 LD-229 Storm Drain Design Computations LD-347 ROUTE: PROJARB-2019-85 July2000 STORM SEWER DESIGN COUNTY: ALBERMARLE DISTRICT: 4 COMPUTATIONS 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 CIA. 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. INCRIBMENT SAT® (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (17) (17) (18) A-0 A-1 0.00 0.00 0.00 0.71 5.0 6.64 4.71 480.65 480.26 7.75 0.05 18.00 4.71 2.67 0.05 1o.n 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 G26 0.06 A-2 A-3 0.30 0.85 0.26 0.53 5.0 6.64 3.52 483.81 482.90 91.25 0.01 18.00 3.52 1.99 o.7s 8.78 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 1.07 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 5/18/16 HYDRAULIC GRADE LINE (HGL) 1 of 1 Appendix 913-3 LD-347 Hydrauliic Grade Line Computations PROJECT: SHEET: 16r0020 1 of 1 VDOT Drainage Manual • -JUNCTION LOSS IIIIIIII:�IIII�IIIIIIIIICi�!�:�lllllll�® 11 IIIIIIIL'S�.iIIIIIIISJ�i 11 Illlllli��illlllll�' IIIIIII•�S�{i.'�i • / / 1 i 11111 11.1• 11�• 11 1� IIIL�yi-y��L,�i'-�iIIII�IIIIOi:C�J IIIIIIII�III IIIIIIIII�IIIIIII� 11 1 1 ®IIIIIII�' 11 111111118'r�i�lllllll� i /. 1 1 :.• 7�.� IIIIIIIII,Y� 1 1- / 11:• IIIivir7o^ 11"• IIIIS illll "1 1 IIIIIII�IIIIII:iB�IIIIIIIIICi:�®IIIIII� 1 1 IIIIII�IIIIIIII� 1 1 Illlllll��lllllllli:/� / 1 . 1 11 • IIIIIIII� 1 11 1 1 1 1 . 1 1 • 1 1 .. 1, :III .. 11 ..® 11 1®.. ®1 111 11/ 1® 111 /HI 111.1 ®1 1111 111 111 . 111 1.®.....® '• 11 IIIIIII�IIIIiilS:i�IIIIIIIIIdi�IIIIIIIidC�llllll•s��•a 1•�.}®y.}.� !®1� '®.� 1 1 IIIIII�IIIIIII� 1 1111 I l e 1 4 1 1 1/ I r/ 11 1 14 // IIIIIIIII� 1 r1 / 1 1 1111 1 111 / 111 / 1 1 ff,Mn , .1 1 ---------------------- IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■-IIIIIIIIIIIIIIII■-IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■-IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■ IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■ IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■-IIIIIIIIIIIIIIII■-IIIIIIIIIIIIIIII■_IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■ IIIIIIIIIIIIIIII♦IIIIIIIIIIIIIIII♦IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■_IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■-IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■ ---------------------- IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■-IIIIIIIIIIIIIIII■-IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■-IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■IIIIIIIIIIIIIIII■ 90° K = 0.70 50` K = 0.50 20° K = 0.25 FINAL H=Hf+Ht 80° K=0.66 40' K=0.43 15 K=0.19 Hi = 0.35 V21 / 2g; He = 0.25 Vzp / 2g; Ho = K V2i / 2g, Ht = Hp + H + HA 70° K = 0.61 30' K = 0.35 10' 111 60° K = 0.56 25° K = 0.30 5° K = 0.06 1 of 1 VDOT Drainage Manual i m - v w Ilv O o �j"rev eu O o Let 0Z mM1 Or'J' p rno eu 0� g� I o Or'J' oeo Le o C, no O l7 ao zn n dC) ao'o d-L ,nchm d-L Sao d-L m a d`J` rnmo Z O Q �¢ a ¢-{� n m ¢ w N `1 m Od' W Q W 6 W � t r W ¢- y Ho I [y dU a dHrx1 ° <r �{ N' a oO "¢- N Q -' U w O lw,a?,L Q' ? o w Q s w Q U�' l'9 w -' Q o K `----I 500.00 I 500.00 ADJUST TOP OF MS1 ING INLET PROPOSED GRADE EXISTING GRADE 25 YR HGL TO FINISHED G tAL11, ANU CONVERT TO JUNCTION BOX qAMITAPYqPVVFR k WATER LINE 490.00 490.00 - - - ---- 480.00 PIPE No. 2 18" H PE 0 1 "HOPE Is PE 36" Ni 5 DPE 480.00 91.25 L.F. @ 1.00% 66.25 L.F. 1. 0% 52.50 L.F @ 1.00% EXI 45.0 L.F. 5.00% 15 RCP PIPE No. 1 7.75 L.F. Q 5, O% 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 "All SCALE: 1" = 20' H - 1" = 10' V T-DI-1 NOAA Atlas 14, Volume 2, Version 3 CHARLOTTESVILLE 1 SW Station to: 44-1598 Location name: Charlottesville, Virginia, USA" Latitutle: 38.03Ele GO ation:utlElevation: Elevation (station 541 ft" 'suwce: E3Ri ea] III ^ murce: USGSGS POINT PRECIPITATION FREQUENCY ESTIMATES G.M. tannin, D. Martin, B. Lin, T. Peaybi M.YeMa, and D. Riley NOAA Ne44nal Weather Service. Silver Spnrg, Maryland 11 PDB•based point precipitation frequency estimates with 90% confidence Intervals (in Inches/hour)1 11 Duration Average recurrence interval yeah 000 ,a 25 ® 100 200 500 ,Bata 5HTI0 3.804.68 4555.59 5.24.55 5.98-&34 6AM2/ 22895 7.72-9.87 8.7-AACI 8.68.11.0 9.00.5 9-1 10-min 3.04.3.75 3.04.4 4.285.2A 4. 85.87 5.32E5 5: t�13 6: 33-7.84 BA78812 B.B68]2 1("s�9.19 15-min .54-3.12 3.043.75 3.594.42 4.24.95 4.505.55 4.68-6.2 5.57AA4 5.45-6.89 5.76-67Z2 5:6-�89 30anln 1742.14 2.10T59 2.553.74 2.9133.58 3.334.11 3.66453 3.964.89 424-5.37 4.585.82 4.846.23 BO+nln 8-1F aj 1:Ii 1.13 2 1.642�01 1.902.34 .U2 74 Z. &-307 2: 5939 227.373 .29-016 3. 34a55 24tr 0.60308M 0: 66-1.2 00fi2 a.25 1. 3- /6 1.341374 1St 10] 1.1ifl O 1d 2.G .2-2780 2 8-3.09 0.528 0.836 0.788 0.835F 1.12 12- 1A2 1.56 1.80 1.88 3-hr (0 (0.557-08-- ( (0.-597-)21- (O-9362) (1-05-) (L51208) (1.652.28) O-33-- 0.336 O-50-- 0.507 0.SB7 z0 0.837 7.05 722 1.37 6-hr (0.288-0.32) 6D4M (0.980-0.481) (0.448-0.58) (0.522-0.874) 2". (0.824-0.808) (0.]10-0%24) 10 (0.08-0.05) 1(0.880-1.18)1 (1.02-1.37) 11(1.t3L59) 0.211 0.255 0.318 0.376 0.458 0.530 0.608 O.M5 0.822 0.836 124Lr (0.166-0.242) (0.2250.22 (02]80.384) (0.204.429) (0.398-0.21) (o.a56-0.62) (O.Sn-o.fi90 (o.W-0.767) 0.616-0.933) (0.70-1.5 2441r O.114-0142 0.13843AM 0.176,0219 0.207-0258 OM4318 aN14.388 0.333-0A21 0.3777--00.6487 a"1458 0.4950851 0.075 0.21 0.115 O 0.245 0.286 0.324 2(iay 0.067-0.083 0.081-0.101 0.103-0.129) 21-0.1 0.121-0.151 0.146-0.183 464.1 0.18]-0210 671 D. 0.189-0.2A0 0.2130.28 O.2A8-0.21 O.z740.361 3Eay 0,048.0.059 005E-0071 000]40090 0.027-0..1108 0.1 5-0129 0.720-0.148 0.138-50.'1189 0.1530.197 O.1T/-0.225 0.19.820�.253 20 .048 0.04 -0.058 0.D80-0071 00 0-0083 0.08/-0.101 0096-0.8116 0.1D9012 0.122-0.150 al,12-0176 0.157-0199 7dey 0.026-0.030 0031-0.037 0.03".048 0.0450053 0.54-0.084 0.06-008 0.068-0.OB3 gELO093 0.088-0.0709 0.097-0.121 10day 002"..24 0.026-0.029 0.030-0036 0035-0.041) 0.042-0.049 O.D4 -0.065 0.5 0.062 0.056-0.089 0.06"079 007I. 088 �'tlry 0.04-0016) 0.0018-0019 0.020A022) (0000 026) (00 6-0030 (0029-0.02 0031-0.036 0.0340.040 0.0388041 0.047-0.046 0.012 0.014 0017 0.019 0.021 0.023 0.25 0.27 o.029 0.031 30d 0011-0.013J (0.0130.015) (0.016-0.018) (0.018-0.020)1(0.020-0.023) (0.022-0.025) (0.0230.021) I(0.230.029) 0.027-0.031) 0.2".OM) 0.012 0.014 0.015 0.017 0.019 0.020 0.021 0.023 0024 E,tlj0.070 0.009-0.011) (0.0114.012) I(O.Ot3-0.015) (0014-0016) (0.016-0.018) 0.017-0.020) (0019-0021) 0.20-a022) (0.021-0.024) (0.0224026 0.009 0.010 0.012 0.013 0.015 0.016 0.017 0.018 0.019 0.020 -0ey 0.003D.009) (D.010-0.011 0.011-0.013) (0012-0.014) 0.014-0.015 gO 54017) KID.Otfi-0.018) R001 ]-0.018 00 4020 (0.019-0.02t t Precipitation frequency (PF) estimates In this table are based on frequency analysis of partial duration sense (Pi Numbers in parenthesis are PF esbmatee at lower and upper hawks of the 90%compares interval. The probability Mat precipitation frequency estimates (for e n duration antl average recurrence interval) will b i greater than the upper bound (m lass than the lower bound) Is 5%. Estimstas at upper bound. are het ad against probable makmum precipitation (Pli estimates and may be higher than currently valid PIMP values. STANDARD DI-1 FRAME #4 BARS •4 DIAG, O ALL CO TYPICAL TOP I- 4'-10" DIAMETER DI-1, 1A PC ALTERNATE TOP Tn_ Tn �1=1 --u 1I 4'-10" 10���0�00�000001 TI] T1=1 ww- - I-W NOTES 1 SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSI MINIMUM. 3• REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, ASTM A-497 (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS). 4. CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. 5. SEE STANDARD DI-1, to 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 ," 2'-8" 18" 3-0 2" T-11" 21" 3'-3 4" 3'-2" :I`: L. : L l: 8" 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 0-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 STANDARD IC-2 FRAME AND COVER PRECAST �• FACE OF 1„ BLOCK # 3 BARS M1 PRECAST N --fTNROAT 1' 1`+ 45• 2i 2 PRECAST FACE 11 6 OF BLOCK an fLl 4" ISOMETRIC 3" CURB DROP INLET THROAT SECTION ALTERNATE DESIGN a4 BARs , •:.::. it tt tt tt tt tl X 4" HOLES EACH END PRECAST FACE OF BLOCK SEE NOTE 1 I 71/a" BACK \I �/ CURB LLIINE 1" RADIUS I NOTE: 2, I I DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT OF I I/ ADJECENT CONCRETE. ALTERNATE DETAIL FOR FACE BLOCK _ DETAIL A (NOSE TYPE B) N PLAN BACK OF 2" NOMINAL CURB LINE _ a 4" NOMINALJ. _ y,1, e N :. SEE DETAIL A .... . - - _ HOLE FOR 1_ _ ___ _______J _ __ ____I TOWCI� 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 XV00T REFERENCE STANDARD PRECAST TOP UNITS ROAD AND BRIDGE STANDARDS 05 REVISION DATE SHEET 2 OF 2 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 103.06 PB 1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL -A TOP OF FILL GROUND LINE GROUND LINE GROUND LINE x T r � rrrr EARTH II ROCK OR r r 1) rrf UNYIELDING 0EARTH SOIL 1BEDDING RMATERIAL MATERIAL 1/10 DBEDDING MIN. 1/10 DMIN. DMIN. X D X BEDDING 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 0 I MIN. 1.5 x D I MN. 1.5 x D I MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL TOP OF FILL TOP OF FILL x x - rrrrr� rrrrrri ;. _ - rrrrrrlrrrrrrr ,• - - rrrirrirrrirr rirrrrrrrrrrrri - = rrrrrr rrrrfr :; _ = rrrrr rrrr C; :�: k;:; - rrrrrrrrrrrrr rrrrrrrrrrrrr - N = i�r rr - it _ rrr rrr C•:e;.:.};:• - - -rrrrrrrrrrr n rrrrrrrrrrr = , - _- rr rr •� ;: cltoul4D + • - "rir rr •}.:.rrr: - GROUND = rrrrrrrrrr rrrrrrrrrr - -GROUND + = rrrrrrirr 0 rrrrrrrrrr -LINE EARTH II I ROCK OR _ MIN. 1/10 D UNYIELDING � '-•- - -- �11�u ru rn rnr �--- MIN. 1/10 D MIN. 1/10 D X D X BEDDING MATERIAL �Z• PER ?L1i. - _. SOIL 1" OF H % D X BEDDING EARTH BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROAD AND BRIDGE ® NOTES: SPECIFICATIONS. FOR GENERAL NOTES ON PPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00. REGULAR MATERIAL ACCORDANCE rrrrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTIONTION 302 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS. SIZE 5 FOR CRUSHER RUN REQUIREMENTS AND BRIDGE SPECIFICATIONS. AGGREGATEEGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL rrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. �vooT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A'' 302 SHEET 1 OF 4 REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 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 www.carterengineering.net v / z J Z F- W z 2 W CL L O J O 4O W r� {QLU lO W N PROJECT NAME: zo 0 (D l7C W J J !n W 0 lY a 2 U z w F LU w U J J O Of O O III N W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: STORMWATER CALCULATIONS AND PROFILES SHEET NUMBER: 1001 PROJECT NUMBER: 19016W4D DATE: 02/12/20 BRICK VENEER TO MATCH BU CDIASTEEL BOLLARDS W/ CONIC. Ii IIYP.I D AS01 • N. a Z-IP say a-tv L6"CONC.3LAB W/ 6x6 IW10 WWM ON6MILVAPOR B•'CMU. WALL BARRIER OVER CYAN, WBl COMPACTED flLL 13500 PS.L CONC.) III /1rr"� I NnO VERIFY 11 / ,Tee• 1-N5 VERT. IN CONC. RILED CELL WHERE SHOWN AND AT 48' O.C. MA% B A30t 1 1I LL A901 1 DUMPSTER ENCLOSURE PLAN A301 nts Reinforce with a minimum grid of wire reinforcing or #4 bars at 12" on center. MMM DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30144 P. 770-917-9172 www.nn pdesign.com BAYFJELD® BLOCK 10.601y H V I FUMHED GRADE - MCI MAX In'PI A DUMPSTER ENCLOSURE ELEVATION B DUMPSTER ENCLOSURE ELEVATION A301 nts A30, nts PRECAST CONCRETE PRECAST CONCRETE DUMPSTER ENCLOSURE ELEVATION D DUMPSTER ENCLOSURE ELEVATION A30i nts A30, nts Low-PERMEABILTTY SOIL I- FILTER FABRIC NOTES: STRUCTURAL STRUCT BACKFILL I. STRUCTURAL BACKFILL IS TO BE PLACED IN 8- TO 24-INCH (TYPICAL) LIFTS " 2. STRUCTURAL BACKFILL MUST BE MANIPULATED INTO CORES AND ALL VOIDS �.- BETWEEN BLOCKS TO ENSURE ADEQUATE BOND BETWEEN BLOCK AND CONCRETE MASS. d" a II- 2,An TYPICAL I I Ili 4" D DRAINPIPE .3 TOA OF H (TYPICAL) III-illl- I l i l l 11 I I III+ I I I � 1=1 11=1 I �- �•��I.-I11TI�1ICIICIICIII�I STRUCTURAL BACKFILL DEPTH PER DESIGN 1 ^ ENSURE CORES AND VOID AREAS BETWEEN UNITS ARE FILLED COMPLETELY These Ivc n purposes are intended for Ba eld 6 Multipiece Retaining Wall System ANCHOR' preliminary design purposes only and are not to AWE Y� n P g Y BUILD SOMETHING BEAUTIFUL be used for construction Without the signs ture Typical Cross Section Anchor Wall Engineering, LLC of a registered professional engineer. 2/29/2012 5959 Baker Road, Suite 390 C 2012 Anchor Wall Engineering, LLC Typical Details For Minnetonka, MN 55345 ® and rm Anchor well Synamos, Inc. 3/8"=1'-0" The Anchorplex'1'61 Retaining Wall System BFMPSA05 A IRYII CONCRETE PAVING - 4000 PSI PORTLAND CEMENT )NCRETE WITH AIR ENTRAINMENT AND ELIDED WIRE FABRIC OR FIBER. MESH UNTREATED AGGREGATE BASE COURSE ADOT TYPE I, SIZE 21-A) )P 10" OF SUBGRADE TO BE COMPACTED TO i% DRY DENSITY, STANDARD PROCTOR, (Heavy Duty) SUPERPAVE ASPHALT BINDER IRSE (VADOT SM 9.5A) INTREATED AGGREGATE )OT TYPE I, SIZE 21-A) 10" OF SUBGRADE TO BE COMPACTED TO DRY DENSITY, STANDARD PROCTOR, ASPHALT PAVING (Light Duty) nr I[L 0 II + 0+ r__ I TAM -1 I I a L-----JL------J -JL-----J PROM PRf I M. LYY/I YooB f"AnnN MM NOTE: 1. Pressure Test All Suction Linea Upon Installation ®10-15 PSl max. Z Keep pressure on Suction Imes, tar the entire DURATION of canshudfan. 3. Pressure sinmld NOT drop more Pan 2 PSI. 4. watch for problems when excavating dnveways. 5. If reclaim tanks are locatatl more than fin feet away from reclaim unit, then increase suction firm w T sch 80 PVC. 6. Placement of ou lion lines is crifcal T Do NOT put sheens on the suction lines 8. ANY OUESnONS CONTACT SONNY'S. y J5•Im•>zeeWmmt vaNUMw•vuw er 4 MMI C-Ale'N Tl_ CAR WASH RECLAIM SYSTEM STANDARD RECLAIM 3 TANK (SEE RECLAIM SHEET FOR DETAIL) 2.0"SUPERPAVE ASPHALT SURFACE 1 (VA (VADOT $M 9.5A) SUPERPAVE ASPHALT BINDER INITIAL o �2.0" COURSE (VADOT IM-19.0) SPRINGLINE BACKFILL " UNTREATED AGGREGATE (VADOT TYPE I, SIZE 21-A) I 1 HAUNCH SUBGRADE COMPACTED TO 5% DRY DENSITY, STAN ARD PROCTOR _ BEDDING 4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPE SUITABLE MIN. TRENCH WIDTH FOUNDATUION (SEE TABLE) 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 4 INSURE BAKFILL IS-/ PLACED UNDER PIPE AND PROPERLY COMPACTED / SUITABLE) FOUNDATION WATER TIGHT `NOTES 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLAITION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS', LATEST EDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSUITABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR THE MATERIAL SPECIFICATION TO THE ENGINEER. UNLESS OTHERWISED NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100ni FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"S0" (750mm-900mm). 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS 1, 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 17' 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 547S1Y" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. NTS ',IIIII� I.I,I,IIIII I �� /.l•I•I•I �_, y D. I.D. MIN. MIN. WATER TIGHT CONNECTO (KOR-NSEAL II OR KOR-NSEAL306R) PVC MANHOLE , ADAPTER T IPTER OD TYPE 3A: A-LOK (PRE -CAST) MANHOLE GASKET W/ PVC NOTES: MANHOLE ADAPTER 1. MAXIMUM INSERTION ANGLE SHALL NOT EXCEED REQUIREMENTS AS SPECIFIED BY THE MANUFACTURER. 2. PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION. CONTRACTOR MUST INSURE MANHOLE GASKET IS UNIFORMLY SEATED AROUND STRUCTURE ADAPTER. EXTRA PRECAUTION MUST BE TAKEN TO PREVENT DIFFERENTIAL SETTLEMENT BETWEEN THE PIPE AND MANHOLE A' FINISHED GRADE Pd A UNDISTURBED - EARTH CLASS 1 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-NSEAL (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 w..NC -N 0116 r � I + I +N• �I I 7e1u=a I L----_--_----J rwlwntww Y b' i 7 wTwwnwrwevbv b' b. r r anBO ISNILN TIN[ rrwvcM NOTE: 1. A UNDMGROUNOTMN MDPINNGBYCONrfL1CTM 2 PIPE LOCATIONS SHOULD BE USED FOR MY TANK 3. ALL INTERNAL TANK PLUMBING TO BE 6•. b PVC UNIESS N TANI(HERNASE 5. ALLiDNK DRAWING aS HOW BE LEVEL 5. THISGRAENNG IBTOBROWTANK HOLDING NOT IAND NTENDED PIPING TANK STRUCTURE THEY ARE NOT INTENDED TO ADDRESS TPNK BTRUCTIIRE ENGINEERING. RECOMENDED MINIMUM TRENCH WIDTHS PIPE DIAM. MIN. TRENCH WIDTH 4" 21" 6" 23" 8" 26" 10, 28' 24" 48" 15" 34" 18" 39" 24" 48" 30" 56" 36" 64" 42" 72" 48" 80" 54" 88" 60" 96" MINIMUM RECOMENDED COVER BASED ON VEHICLE LOADING CONDITIONS SURFACE LIVE LOADING CONDITION PIPE DIAM. H-25 HEAVY CONSTRUCTION (75T AXLE LOAD)- 12"- 48" 12" 48" 54"-60" 24" 60" `VEHICLES IN EXCESS OF 75T MAY RECI RE ADDITIONAL COVER MINIMUM RECOMENDED COVER BASED ON RAILWAY LOADING CONDITIONS Fkh17JN1 COOPER PIPE DIAM. E-80- UP TO 24" 24" 30-36" 24" 42"-60" 24" "COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM OF RAILWAY TEL E-80 COVER REQUIREMENTS, ARE ONLY APPLICABLE TO ASTM F 2306 PIPE. SECTION VIEW 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 ADJUSTABLE 0 0 0 6"-9 0000 t r- 24" MIN if GRATE SIDE VIEW GRATE TOP VIEW HOODED GRATE INLET NOT TO SCALE 6` 6" MIN 0 a 0 F i w w Q w W 0 K uO J y1 2 Z w ex w 0 0 0= 5 0 0 W0., U U p U U p y d N N p w ul vl p F U R' W M= Y vl p 0 i U p p 2 p o a a> a a a> LL co m Z Q W O C u m v v1 to n m m .r PLT H Irma DATE: 1.30.20 I CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Waticinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 Wwwxa^rterengineering.net V J Q z K W J z 5J w L LU LU O O ^� L I..L Q U - O W \ w LU j WLU z J J �} V = ® O O O W N V J PROTECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: STANDARD DETAILS SHEET NUMBER: 9 PROJECT NUMBER: 19016W4D DATE: 02/12/20 VARIES WATER M M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS NOTES: VE BOX TO METER BOX (SEE FIG. W-6 THRU W-7E). I COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH V'x4" TEE. • REFER TO FIG. W-3 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 A. 44" MIN. 60, —►-I 36"It d' a "d • (22,5" FOR COMPOUND METER) 16 MIN. ! 37" MIN. 12" MIN. MNGNUT LOCKING ASSEMBLY ::. rn j BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR —IN —PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W-7C J ' e O •I. 8" MIN. 17.5" 6" MIN. q ' (22.5" FOR COMPOUND METER) d•• d TD-16 P� DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 W atkinsville, GA 30677 P: 770.725.1200 P: 770.725.1204 www.cartermgineering.net z w 2 0. O .J LU 0 W v / L_ O 4— PROJECT NAME: w oor J J or W = v LU w W z Q w v J J O 0 ci N W4 DEVELOPMENT CHAR LOTTESVILLE, VIRGINIA SHEET TITLE: STANDARD DETAILS SHEET NUMBER: 9.1 PROJECT NUMBER: 19016W4D DATE: 02/12/20 d J ° `° ° I - 11 CONDU9T / d ° d TR 491.90 ° I' a ° TR 491.90 e a a I <�. 4 d ' ,a -----=--------- --- - TR 491.90 q IrjI BR 491.40 ° Il i O7=7 v de I I I PROP0SED1\CARWASH 45231--&.-F. 491.50 •91.50 \, F.F.E. = 492.00 L -= -- - -- — — — — — — 30' BUILDING\SETBACK ' 491 C- ` — 490 489 —3:1 SLOPE ---'----- — �v 488 \ 10' PARKING SETBACK ,---------- —°. _ail • ------ --------- 487.50 ° d „d / — — — — — — — — \ — — — — — 144-fi:93�-- °4 4° ° a aA / / / GRADING PLAN SCALE: 1 " = 20' 19, 28' ; 19, 19' I b II II I I II I I ® _ ____---- ------ 1177 8" CONDUIT 71-7 ----------- -P (2) 12' X 18' H/C CONC. PARKING SPACE W/ 5' WIDE STRIPED UNLOADING +M- v N 10 • 1 t N I I I I I I I I � I I I � , I � , I I , ----- �y 4. d d e C©ND1J1Ta d <° e 'a a a _ ___ -__ _____ _ ______ d d d. ❑ D 00 a ° 125' 4" f- PROPOSED CARWASH 31 4)231 S.F. F.F.E. = 492.00 00 - - -- - - - --- 30' BUILDING SETBACK -- --- -- 125' 4" SITE PLAN SCALE: 1" = 20' ACCESSIBLE PARKING SPACES, ACCESS AISLES AND PASSENGER LOADING ZONES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:67 (1.5%) IN ANY DIRECTION. Zl CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725J204 W w Wxarterengineeringmet z aQ J z H LULU J z �w N LU 0 �O� °w U p >LU w J W z L\U LU U J J LU O _ Cr 0 0 LU N ui PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE,VIRGINIA SHEET TITLE: ADA ACCESS PLAN SHEET NUMBER: 10 PROJECT NUMBER: 19016W4D DATE: 02/12/20 CG-12 A •5 DOWELS, 8" LONG AT 12" C-C � _.. I BACK OF CURB 20:1 � PERMISSIBLE CONSTRUCTION JOINT 12:1 MAX OF ROADWAY CURB SECTION A -A SECTION B-B B I 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 10 15 6 4 15 XVDOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 7/11 1�x � I MAX. f WITH BUFFER STRIP WITH BUFFER STRIP n I -I CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK �5' MIN 44' MIN 5' MIN WITHOUT BUFFER STRIP CROSSWALK CURB 4'STRIPSIDEWA 5' SIDEWALK DIAGONAL PLACEMENT DI 1 5'MIN WITH BUFFER STRIP "" cn. CROSS"^WITHIN THE MMKE CROSSWALK AREA CG-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 a R� ow �W 4" STRIPING 2 COATS 0 45- (t)p) OF PMS 123 YELLOW 4 PAINT 5' 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 Y4"/FT A� SECTION A -A GUTTER SLOPE 1:20 OR LESS GUTTER RAMP CURB ( TYP. )� 5' N 1' NOTES: 1. HANDICAP RAMP CONSTRUCTION SHALL CONFORM TO ALL FEDERAL, STATE AND CITY CODES AND SPECIFICATIONS. 2. SURFACES SHALL MEET THE REQUIREMENTS OF 2010 ADA AND THE 2004 ADAAG 3. THE SLOPE OF THE GUTTER MUST NOT EXCEED 1:20 ADJACENT TO THE RAMP. ONE SIGN PER H/C PARKING SPACE. SIGN TO CONFORM BACK OF SIDEWALK TO STATE REGULATIONS. SIDEWALK 2 4" WIDE v a STRIPING y~ oW by W VAN 4" STRIPING a 045 (typ) lz 2 COA 75 OF PMS 123 YELLOW PAINT 11' r I ' 5 II' 'II ACCESSIBLE PARKING SPACES, ACCESS AISLES AND PASSENGER LOADING ZONES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:50 (2.0%) IN ANY DIRECTION. 8"PMS XXX WHITE PAINT :1 Hl (TYP) E5 JR F CROSS WALK STRIPING PMS XXX WHITE PAINT TTP 115 BLUEPAINT PAINTED HANDICAPPED PARKING SPACE & SYMBOL NOT TO SCALE STANDARD CONSTRUCTION DETAIL HANDICAP RAMP TYPE I HANDICAP ACCESSIBLE SIGN PERMIT PARKING ONLY 1 TYPE 12"x18"ALUMINUM PERMITPAWNGONLY COLOR STANDARD ❑ ❑ VAN ACCESSIBLE SIGN TYPE ALUMINUM TOW-AWAYZONE TOW -AWAY ZONE 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 p p w OF SIGN. GALVANIZED STEEL POST 0j ALL SIGNS MUST BE INSTALLED F w = PERPENDICULAR TO THE PARKING O Z O Z STALL (ESPECIALLY ON ANGLED F (9 M~j F O PARKING) W JQ 55 LL a m H. a = GALVANIZED STEEL POST SET 48" (MIN.) IN PIPE BOLLARD W a = a L- m ¢ LL WO OWO F ~O p k 6" DIA. PIPE WITH CONCRETE FILL ~~O 20 I= LL m SLOPE CONCRETE AWAY FROM BOLLARD = LL m FINISHED FINISHED GRADE GRADE O O tiW¢POURED xi :q O C CONCRETE 17U Q LW `w POURED CONCRETE 011,14 2' 2' DETAIL "A" DETAIL "B" WITH WAN WITHOUT "VAN ACCESSABLE"SIGN ACCESSABLE"SIGN "HANDICAP PARKING ONL Y" SIGNS NOT TO SCALE DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Wa*insville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengmeering.net V / z Q J a z_ (D z W L" J i z �Ul W a LU orz �O p W �0� U W J W z W Q U ` J J W O Q � W O O N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: ADA DETAILS SHEET NUMBER: 11 PROJECT NUMBER: 19016W4D DATE: 02/12/20 PLANT SCHEDULE TREE MANAGEMENT CALCULATIONS: ERAL LANDSCAPE REQUIREMENTS: Street Three Requirement Street trees shall be lane with even spacing in a row within the public street 5 t o a planted h p g right -of --way or adjacent to the public street right-of-way if not permitted therein by the Virginia Department of Transportation, and with the private street right -of way. One (I) large street tree shall be required for everyfifty (5o)feet of street frontage, or portion thereof, if twenty-five (25) feet or more. Where permitted, one 11) medium tree shall be required for everyforty (40) feet or road frontage, or portion thereof. if twenty (20)feet or more. If required street trees cannot be planted within the parking setback or within ten (10) feet of the street right-of-way due to sight distance, utility easements, or other conflicting requirements; then the planting strip shall be enlarged to accommodate the trees. If this requirement creates a hardship by causing the relocation of required parking spaces, then the additional planting area may be counted toward the interior landscaping requirement. Seminole Trail: (power lines present) 249.25 Linear Feet Trees Required: 6 Medium Trees Required (249.25 / 40) Trees Provided: 6 Medium Trees Provided Woodbrook Drive: 213.63 Linear Feet Trees Required: 5 Large Trees Required (213.63/40) Trees Provided: 5 Large Trees Provided Shrubs along public streets: When a parking area is located so that the parked cars will be visible from an off -site street,the agent may requited add' onal planting of low street shrubs between the street and the parking area, subject to the following: 1. Shrubs shall b a minimum twelve 12 inches in height when planted S ubs h e of tw () g 2. Shrubs shall be in a single row planted five (5) feet on center. 3. The agent may authorize different landscaping designed to minimize the visual impact of the parking area. A hedge of evergreen shrubs planted no greater than five (5) feet on -center and being a minimum of 12" in height at time of planting has been proposed along Seminole Trail and Westbrook Drive. Parking Area landscape Requirement An area of at least five (5) percent of the paved parking and vehicular circulation area shall be landscaped with trees or shrubs. Neither the areas of street trees and shrubs required by sections 32.79.5(d) and (e) nor shrubs planted between a parking area and a building on the site shall be counted toward the minimum area landscaped areas for a parking area. Vehicular Area: 21,982 Square Feet Landscape Area Required: 1,099.1 Square Feet (5%) Landscape Area Provided in Parking: 1,937 Square Feet (9%) Landscape Area Provided (Parking & Circulation): 17,586 Square Feet (80%) The plant materials may be a mixture of shade trees and shrubs and shall include one (1) large or medium shade 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 Than Canopy Requirements Each commercial or industrial use site shall have a tree canopy covering a minimum of ten (10) percent of the property (45,787 SF). Tree Canopy Required: 4,578.7 Square Feet (10.00% ) Tree Canopy Provided: 5,695 Square Feet (12.44%) Existing to Remain 0 Square Feet Canopy Area (6) 329 Shumard Oak 1,974 Square Feet Canopy Area (4) 366 Lacebark Elm 1,464 Square Feet Canopy Area (7) 125 Trident Maple 875 Square Feet Canopy Area (5) 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 Y antl shall report an conflicts to the landscape architect The contractor will be planting, P Y Pe responsible for the protection of all underground utilities Burin the life of the project. P P 9 9 P 1 2. The contractor is responsible for repair of an damage incurred during the execution of work. P P Y 9 9 3. The contractor shall stake all tree locations in the field and the staked locations shall be reviewed and approved by Carter Engineering. Carter Engineering may make minor adjustments to the layout without incurring additional costs to the project. 4. Mulch all plant areas with 3" layer of double ground shredded hardwood mulch. 5. Any proposed substitutions of plant species will be with plants with equivalent overall form, height, branching habit, flower color, leaf color, fruit color, and time of bloom, as approved by Carter Engineering. 6. Substitutions shall not be made unless drawings and/or written requests are submitted to q Carter Engineering for ravel. Carter Engineering shall tletennine equality based upon 9 9 PP 9 9 q tY P complete information submitted by the contractor. 7. Trees: provide specimen balled and buria tl or as specified, trees of height, size caliper, P P PPe . P 9 enus s des oultivar antl branchin confi uration indicated. The roots stem of each shall 9 Pe 9 9 Y be well provided with fibrous roots. All arts of lent shall be moist and show active teen P P P 9 cambium when cut. the shall be free of disease insect pests, eggs or larvae. All plants to Y P 99 be moved balled and burlapped, must be moved with the root systems as solid units with balls of earth firmly wrapped with untreated burlap, firmly held in place by a stout card or wire, drum laced, boxed, or in containers. 8. Pruningand shaping: rune thin out and shape plants in compliance with American Hart's P rl9 P P P P American Standard for Nursery Stock' to preserve the natural character and only as approved by Carter Engineering design team. Retain required height and spread. Do not alter shape and do not cut leaden. Remove an dead wood, suckers, broken or bruised branches, and crossing branches. 9. Stakes and Guys: to be round cedar posts. Y 10. The Carter Engineering representative reserves the right to re ect lent material at the 9 9 P1 P nursery or at the site. 11. The bunk flare (at the base of the tree) shall be property exposes for all plantings. 12. Kee root balls intact prior to and during planting operations. Plants with broken or damaged P P 9P 9 P 9 root balls shall be rejected and immediately removed from the Site. Kee root balls tlam 1 Y P P 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 it dimensions planting operations, backfillin and tree staking. P 9 P g: 9 P 9. 9 15. Container stock planting: lent container town stock the same as specified for balled and P 9P 9 P burls etl stock but remove containers completely. PP P N. 16. Soil shall he free of all debris, construction material and slurry.Landscape a areas shall he backfilled with planting soil mixture per details and specifications. 17. Obstructions: if obstructions or other conditions detrimental to healthy plant growth are encountered, notifyCarter Engineering immediately and request additional instructions. 9 9 Y q 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. 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 P9 lantin details for mulch thickness. 21. All plants shall be plumb vertically after settling or as directed by Carter Engineering. 22. Planting restrictions: plant during one of the following periods. • Spring planting shrubs rounticover, perennials) - March through May P 9P 9( ru .P ) 9 Y • Fall planing shrubs (shrubs, grounticover, 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 grounticover quantities shall be determined using the information provided in the grounticover 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 The or similar nylon tree strapping/guying material shall not be used in a way that will girdle tree trunks if left in place. GROUNDCOVER SPACING & QUANTITY PLANT SPACING PLANT SPACING MULTIPLIER (PLANTS PER SF) 12" 1.15 15" .74 18" .51 24" .29 TOTAL CITY BOTANICAL NAME COMMON NAME CAL./GAL. SPACING TYPE HT'/SPR. MINIMUM REMARKS CANOPY TREES 5 Pistachea chinesis Chinese Piste the 1 3.5"Ca1. AS Shown I B&B ' 12' 6 / Straight Central Leader to Min. 6'Ht. Well aced Branches, S g P Symmetrical Crown Y 10 lQuemus shumordil IShumard Oak 1 15" Cal. I As Shown I B&B 1 12'/6' 1 Straight Centre l Leader to Min. 6'Hit, Well Spaced Bra riches, Symmetrical Crown 4 Ulmus porv/folJa'Emer ll'Allee Emerll La ebark Elm 3.5"Ca1. AS Shown B&B 12'/6' Straight Central Leaderto Min. 6'Ht., Well Spaced Branches,Symmetrical Crown MEDIUM TREES 6 Acer saccharum 'Goldspire' Goidspire'Sugar Maple 1 3.5"Cal. I As Shown I B&B 1 12'/6' Straight Central Leaderto Min. 6'HE, Well Spaced Branches, Symmetrical Crown EVERGREEN SHRUBS 9 Camellia sasanqua Wanpro' Kanjiro' Camilla 7Get. As Shown Container 36"/30" Full Pot, Well Shaped 37 Cephalotaxus harringtonia'Prostrata' Spreading Japanese Plum Yew 3Ga 1. As Shown Container 18"/18" Full Pot, Well Shaped 12 Ilex crenata'Sky Pencil' Sky Pencil' Holly 7Ga 1. As Shown Container 36"/18" Full Pot, Well Shaped 102 Ilex glabra' Densa' Densa' Inkberry Holly 5 G a 1. As Shown Container 24"/24" Full Pot, Well Shaped 80 Ilex vomitoria'Stokes Dwarf Stokes Dwarf Yaupon Holly 5Ga 1. As Shown Container 24"/24" Full Pot, Well Shaped DECIDUOUS SHRUBS 0 Hemerocallls 'Stella de Oro' Stella de Oro' Daylily IGa I. As Shown Container 18"/18" Full Pot, Well Shaped 22 Deufzio gracilis 'Nikko' Nikko'Deutzia 3Gal. AS Shown ContainerFull Pot We11Shaped 74 Rosa'Meiggil' Peach Drift Rose 3Gal. As Shown Container 181P/IS" Full Pot, Well Shaped 32 Rosa'Radtko' Double Knockout Rose 3Ga 1. As Shown Container 181P/IS" Full Pot, Well Shaped GROUN DCOVERS (in square feet) 1300 O'dope muscari'Big Blue' Big Blue' Lilyturf IGal. 181,O.C. Container 1 12"/12" Full Pot, Well Shaped TURF GRASS (in square feet) 5,915 Sod- as directed by owner Sod- a s di rected by owner --- --- SOD --- . •. , I MEAL I M 11111 In: ALL SITE PLANTINGS OF TREES AND • 1 • 1 SHRUBS1 AT, MATURE TOPPINGHEIGHT, THE OF • 1 . SHRUBS 1 1 1 • • •• ^yr=1 i,•�i,.••,♦�•�•��♦'�i.»:Ji�•�O•�•p�•i•♦ • p .• Ills I•' • Al, I•I •Oyr � L•. � •'s ��•ai J• . • • • tp YI• > 11 1 I H 1 .11111•••1 h- y . • / �, a :car« ► • � LWAIII /'f•'r`/ice` �� I • I��� - I � h �ll/I d �f�' - I••i�..•.i!�Oi!•°i3°3iii_v�♦°i!Oi!♦i •P I c�. 1 at ••Off � � 4' f '.rat I i i / 1 Q ) Y k i+` l � � d,l•�9 Ica ,_,_, . ":II ` `=' �.':� Ei`�� �ifx�l • c.. .a .. w. •• ♦♦Yp$ / I: •Y` 9 .I IIIIh I® ® v PROPOSED CARWASH D I a° l I ■. 0 " 1 I r O �q • i 0 1� i - o >/ t ..r •'4,231 S.F.O a ai .: F •: 1 i I o ( o"fir ' c __ .rf Tir•�T Tom' _ '�" - tv fi v " O'O z. •0 0 .... _•'T '•1 .. • -'[+ 1 i q��'� 9.q�Qly 600:0:00 3tQ�y.L�:� o OCF o O:O':O.O':O:O O' 00o ' �k j��Fl„ri.3llsa i �" to u...• � :. �•.•..,,s ww-n.'�tw•w;w w,r -w .o- N �� iL,_ -,. y I AO .,..,:`r..l�v......... • • ' " ' _ .. .I - >. .. _ _ r w ... _ o r aw'I4- •. ..:.gyp' v�o ONO, � h (4) SPREADING JAPANESE PLUM YEW (3)'GOLDSPIRE' SUGAR MAPLE u DWARF (15) PEACH DRIFT ROSE 11) 'NIKKO' DEUTZIA (1) -KANJIRO'CAMELUA E" 7(12) 'SKY .- J 1SE PLUM YEW (3)'GOLDSPIRE' SUGAR MAPLE • ROUTE O • DEUTZIA SEMINOLE TRAIL (VARIABLE ' r F 00 v.9QC I m �. (3) SHUMARD OAK x PK 1 t 4 Double Knockout Rose Spreading Japanese Plum Yew Cephalotaxus harringtonia 0 'Sky Pencil' Holly Sod - As Directed by Owner Rosa radtko 'Prostrata' Ilex crenata Sky Pencil' 0 'Densa' Inkberry Holly Ilex 'Densa' 0 Dwarf Yaupon Holly Ilex vomitoria 'Stoke's Dwarf (D 'Nikko' Deutzia Deutzia gracila 'Nikko' 'Big Blue' Creeping Lilyturf Liriope muscari 'Big Blue' glabra 'Kanjiro' Camellia 0 Peach Drift Rose Camellia sasonqua 'Kanjiro' Roso'Meiggil' 'PANACHE' SHUMARD OAK ALLEE LACEBARK ELM CHINESE PISTACHE Quercus shumardii 'Panache' Ulmusparvifolia'Emerll' Pistachea chinesis Street Tree Parking Lot Tree Medium lntedar Tree LANDSCAPE SYMBOLS 0 HILL CENTER EXISTING OAK AND HARDWOOD I CANOPY TO REMAIN I a TREE PROTECTION FENCE (TYPICAL) E ISTING -✓ ROPOSED (TYPICAL)SGN EASEMENT LIMITS D BANCE( CAL) DB 9851717 A D 1qt DB 985 i r: Ip7 I, t 'Goldspire' Sugar Maple Acer saccharum 'Goldsprre' Medium Street Tree sta. + rl RED LINE REPRESENTS 10' OFF SET FROM LOWERED WATER LINE LOWERED WATER LINE TO BE A MINIMUM OF IV FROM PROPOSED N� STREETTREES. SEE LANDSCAPE PLAN FOR LOCATION OF TREES (22)'DENSA'INKBERRY HOLLY (960 SF) SOD AS DIRECTED BY OWNER 4 DOUBLE KNOCKOUT ROSE @ LOWER EXISTING WATER LINE TO MEET MINIM MA COVER OF 3.5' N U CSA O MEASURED FROM ESTABLISHED FINISHED ? GRADE TO THE TOP OF PIPE (4) DOUBLE KNOCKOUT ROSE (5) SHUMARD OAK (4) DOUBLE KNOCKOUT ROSE (6) DWARF YAUPON HOLLY (3) DOUBLE KNOCKOUT ROSE A = 8.06'15" N L = 140.14' R = 990.77' C. = 140.02' C.B. = S59.24.42"E lower water line begin sta. 0+00 EXISTING UTILITY EASEMENT DB 985/717 AND DB 985/722 ACSA UTILITY EASEMENT (SHADED AREA). NO TREES WITHIN EASEMENT AREA Q 0 oN 0 7 DWARF YAUPON HOLLY 160 S G F ' BE' CREEPING ULYTURF 'BIG LU (8)DENS 'A'INKBERRY HOLLY I () 15 PEACH DRIFT ROSE ----- ------ EX 15' RCP EX DROP INLET TOP=488.2' INV. IN-482.3' INV. OUT=481.3' 7- O E- - -u° r- /- (460 SF) 'BIG BLUE' CREEPING LILYTURF <» (2)'KANJIRO' CAMELLIA -(6) SPREADING JAPANESE PLUM YEW - (3) DOUBLE KNOCKOUT ROSE -(12) DWARF YAUPON HOLLY -(36) PEACH DRIFT ROSE Know what's below Call before you dig dial 811 u.3ao( a xx S %1� a-' a u fie o • .. �pl•dl OJIn R V •�'. °G >566 [. \j},a�4 uaw u 6e 45816, c: as ua6 yr a s 'ra , e i ` 45-39A66 n +P y�10 ,p 41B1A-4'� 7 a ?3F e A o. ua4 ,y *'vrab3broox �n ��6. - tt6•Ei • Dr ;�aY„�♦ o e V ve"r,o. a 4 q c or- a �e o e +x�"0i ®• a-a4e A °+ °L u e ,t "�o asnos r .o�lo• ao�. os /�'o�'�. p'a tiJ fir -5 syL as 65rxo 65IIfo �' �'' ruL'3uT en1E A, h { e- 0° r p-9 (i'•lk.F1 rx 13�6 a p 4°�1 M1 1= • G ^ !P •� 1M- - LOCATION MAP SCALE: N.T.S. PROJECT DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Justin Headley Phone: (706)548-1151 Contact: Greg Tel. (404) 219-8331 8-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052 , ZMA 1987 - 00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 304eet min Parking: 10-feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acr es Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey Hur t & Proffitt dated April 30 2019. Phone (434) 847-7 796 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 d information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area eith er 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 located all the underground utilities. physically 8 It is ho responsibilityof the contractor tof I locate all utilities prio r 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 lo cation of existing underground utilities an structures related undergroundtilt i i h w ri s uctu es a ated to utilities es s shown n 8 heron. There is no certain tyof the accuracy of this information and it shall be considered in that light by those using this drawing. The Iocation and arrangement of underground utilities and structures related to undergroundill guti utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be The ocaner, his employees,his consult ants and his contractors shall hereby distinctly understand that the surveyor rve or is no t 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 far 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. Forpurposes of this paragraph, 'retail sales orea'shall be deemed to be (1) eighty (80) percent of the gross floor re 2 t the request o the applicant, the actual retail sales floor a a or a e , () 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%) 20' 10, 0 20' 40' 60' GRAPHIC SCALE SCALE 1" = 20' T 4 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 ' eerin net g � . V ^ 1 Gz Q z nJ z WW J z 5 J LUI.L^ .L LU H O 0-15 I..L w O O \ C=.J LU / W J W w `W% J J LU p 0 Or 0 O UJ N V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEETTITLE: LANDSCAPE PLAN SHEET NUMBER: 12 PROJECT NUMBER: 19016W4D DATE: 02/12/20 PLANTING NOTES: 1. The contractor shall locate and verify all existing and new utility line locations prior to planting, and shall report any conflicts to the landscape architect. The contractor will be responsible for the protection of all underground utilities during the life of the project. 2. The contractor is responsible for repair of any damage incurred during the execution of work. 3. The contractor shall stake an tree locations in the field and the staked locations shall be reviewed and approved by Carter Engineering. Carter Engineering may make minor adjustments to the layout without incurring additional costs to the project. 4. Mulch all plant areas with 3" layer of double ground shredded hardwood mulch. 5. Any proposed substitutions of plant species will be with plants with equivalent overall form, height, branching habit, flower color, leaf color, fruit color, and time of bloom, as approved by Carter Engineering. 6. Substitutions shall not be made unless drawings and/or wriften requests are submitted to Carter Engineering for approval. Carter Engineering shall determine equality based upon complete information submitted by the contractor. 7. Trees: rovide specimen balled and burls tl or as specified, trees of height, size caliper, P P PPe . P 9 genus, species, cultivar and branching configuration indicated. The root system of each shall be well provided with fibrous roots. All parts of plant shall be moist and show active green cambium when cut. they shall be free of disease, insect pests, eggs or larvae. All plants to be moved balled and burlapped, must be moved with the root systems as solid units with balls of earth firmly mapped with untreated burlap, firmly held in place by a stout cord or wore, drum laced, boxed, or in containers. 8. Pruning and shaping: prune, thin out, and shape plants in compliance with American Hort's 'American Standard for Nursery Stock' to preserve the natural character and only as approved by Carter Engineering design team. Retain required height and spread. Do not alter shape and do not cut leaders. Remove all dead wood, suckers, broken or bruised branches, and crossing branches. 9. Stakes and Guys: to be round cedar posts. 10. The Carter Engineering representative reserves the right to reject plant material at the nursery or at the site. 11. The trunk flare (at the base of the tree) shall be property exposed for all plantings. 12. Kee root balls intact prior to and during planting operations. Plants with broken or damaged P P gP 9 P 9 root balls shall be rejected and immediately removed from the Site. Keep root balls damp and protected from damage due to sun and w rid. 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. P 9 14. Tree planting: see tree planting detail and notes herein for additional information related to planting pit dimensions, planting operations, backfilling, and tree staking. 15. Container stock planting: plant container grown stock the same as specified for balled and burlapped stock, but remove containers completely. 16. Soil shall be free of all debris, construction material, and slurry. Landscape areas shall be backfilled with planting soil mixture per details and specifications. 17. Obstructions: if obstructions or other conditions detrimental to healthy plant growth are encountered, notify Carter Engineering immediately and request additional instructions. 18. Watering and drainage: fill excavations with water and allow water to percolate out before planting. If planting pits do not percolate or drain property, notify the Carter Engineering and request additional instructions prior to planting. Do not plant into poody draining planting pits; poorly draining planting pits may hold water and drown plants. 19. Flood all plants with water twice within the find 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, grounticover, perennials) - March through May • Fall planting shrubs (shrubs, grounticover, 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 grounticover quantities shall be determined using the information provided in the grounticover quantity and spacing chart within the Landscape Drawing Set. GENERAL LANDSCAPE NOTES: 1. Landscaping shown on this plan shall be maintained in compliance with county and/or city landscape ordinance. 2. All disturbed ground shall have ground cover or mulch and/or grassing. 3. Trees selected for planting must be free from injury, pests, disease, nutritional disorders or root defects, and must be of good vigor, so as to assure a reasonable expectation of survivability. 4. Plants that are diseased, unsurvivably damaged or are dead shall be removed and replaced with a plant of the same species, variety, and cultivar, as acceptable to the code enforcement director. 5. Other landscape materials shall be maintained in proper repair and shall be kept clear of refuse and debris. 6. Arbor Tie or similar nylon tree strapping/guying material shall not be used in away that will girdle tree trunks if left in place. GROUNDCOVER SPACING & QUANTITY PLANT SPACING PLANT SPACING MULTIPLIER (PLANTS PER SF) 12" 1.15 15" .74 18" .51 24" .29 NOTE: 1. 'DEEPROOT' PROTECTIVE ROOT BARRIER SHALL BE INSTALLED PER MANUFACTURER SPECIFICATION AT EDGE OF PAVEMENT IN ALL AREAS WHERE TREES ARE PLANTED 6' OR LESS FROM EXISTING OR NEW PAVEMENT AND HARDSCAPE. 2. ROOT BARRIER SHALL BE PLACED CONTINUOUS ALONG PAVEMENT AND HARDSCAPE WHERE TREE SPACING IS LESS THAN OR EQUAL TO 20'. 3. WHERE TREE SPACING IS GREATER PLAN THAN 20', ROOT BARRIER CAN BE PLACED IN 20' SEGMENTS AND CENTERED ON THE TREE. HORTICULTURAL SOIL 18" ROOT BARRIER BY'DEEPROOT', UB-18-2, OR APPROVED EQUAL. PROVIDE ONLY WHERE REQUIRED (SEE NOTE) ADJACENT HARDSCAPE / PAVEMENT i o ICI 1I-1 -ICI ICI -ICI -ICI III- 11-1 I -1 11-1 11-1 I I EQUAL EQUAL ROOTBALLO ROOTBALLO > ROOT BARRIER REQUIRED SECTION TREE PLANTING AT LANDSCAPE TREE PLANTING DETAILS REMOVE CONTAINER AND LIGHTLY SCARIFY SOIL TO LOOSEN ANY ROOT BINDING JUTE NETTING REQUIRED WHERE SLOPE >- 2:1 A EQUALO EQUALQ SHRUB PLANTING ON A SLOPE SHRUB PLANTING DETAILS Y2m = 1r-0" (3) 2" SQ. x T WOOD STAKES, EQUALSPACING (SET INSIDE SOILSAUCER) ROOTBALL, SIZE VARIES WITH TREE CALIPER TREE GUYING, 'ARBORTIE' BY'DEEPROOT' OR APPROVED EQUAL SIZE AND STRENGTH TO MATCH SPECIFIED TREE. ATTACH PER MANUFACTURER SPECIFICATIONS SOIL SAUCER, COVER WITH MULCH ET TREE PLUMB EQUALSPACING EQUALSPACING EQUALSPACING EQUALSPACING SET SHRUBS PLUMB PER PLANS •I PER PLANS y PER PLANS PER PLANS I ROOTBALL, REMOVE CONTAINER AND LIGHTLY 1 SET SHRUBS PLUMB e o o SCARIFY SOIL TO LOOSEN ANY ROOT q-y p p p BINDING v o ag A o v ag 3 o v ag d v 3" MULCH LAYER o BACKFILL ag d S o SOIL SAUCER, ,,,� ; � FINISHED GRADE BUILD UP AS NEEDED FOR LEVEL PLANTING BACKFILL ZONE, GRADUAL SLOPE TRANSITION TO \\ \\�/\\ • NX \ \ \ \ \ GRADE, COVER WITH 3" MULCH LAYER z 3" COMPACTED BACKFILL LAYER TO �%\%\% 5,• r10E,' III? `\\`\\\\\`\\`/ \\\\\`\\ \\`\\`/\ `\\`\\\\ \\\/\\\�\;%\/ / \/\/\/\/ ;jj//////� j�/j�/\\\/�\//\\//\\ PREVENT SETTLING j /`>�YXjj�//`/�/�`\\/��/j\�//\/j\%� tl�i�I+� rl�r tit - - - - - - - - - - - HORTICULTURAL SOIL \\�/\\//\\\/\\\//\\//\\j//\\//\j/j\\///y//\\/�\// Mid r ri ll� - \//\/\\/\//\/ r I \/\/\ 3" MULCH LAYER SS�I �I�- LOOSEN TOP 4" OF FILL OR NATIVE SOIL \//%y FINISHED GRADE III -III -III III -III III -III III -III III -III- \ \\//\\//\// \//\//\//\\/\\/ .\\\///y//\///\//\�\//\//\//�\/ TO PREVENT SETTLING NGILL LAYER FILL OR NATIVE SOIL \\\\ ROOTBALL ROOTBALL HORTICULTURAL SOIL LOOSEN TOP 4" OF FILL OR NATIVE SOIL -III ;III -I _- - -i - FILL OR NATIVE SOIL SHRUB PLANTING AT LANDSCAPE NOTE: 1. 'DEEPROOTPROTECTIVE 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 REMOVE EXCESS BURLAP WITHOUT EXPOSED PORTION OF ROOTBALL DISTURBING ROOTBALL, EXPOSE A MINIMUM TOP 2" OF ROOTBALL HORTICULTURAL SOIL SOIL SAUCER, 6" MAXIMUM 18" ROOT BARRIER BY'DEEPROOT', UB-18-2, HEIGHT COVER WITH MULCH OR APPROVED EQUAL. PROVIDE ONLY WHERE REQUIRED (SEE NOTE) 3" MULCH LAYER ADJACENT HARDSCAPE J PAVEMENT FINISHED GRADE BACKFILL v a o� fe 6" COMPACTED FILL LAYER TO PREVENT SETTLING LOOSEN FILL OR NATIVE SOIL, REMOVE IMPERVIOUS DEBRIS FILL OR NATIVE SOIL FINISHED GRADE, HOLD DOWN 2" BELOW ADJACENT PAVEMENT SURFACES P ��� i iU� ��i��ii�9vi ��G✓���'"ice` �j�i O =III-----I-I-I I -III -III -I I -III -III -III -I -III -III- 1I T 5 SOIL PREPARATION - PLANTING BEDS SECTION TREE PLANTING AT LAWN LACE 3" MINIMUM LAYER OF MULCH LACE 6" MINIMUM LAYER F PLANTING SOILS MIX PLANTING SOIL INTO TOP 3" LAYER OF TILLED SUBGRADE ILL SUBGRADE TO 6" MINIMUM DEPTH UBGRADE: FILL OR NATIVE SOIL FINISHED GRADE, HOLD DOWN 2" BELOW ADJACENT PAVEMENT SURFACES TURF GRASS SOD s.j:?a",Cy._:.=!<7•:w°:,;e.".iriy.p:;,:.;y`;'•�<S•:•s :•ai•`.i: ••:?sr•Y.^' •,..' 2" LAYER OF TOP DRESSING SAND (AS DIRECTED BY OWNER) vvyv�yvv VAA VA�VAA/VAA VA��VA VAA VAAy �VA VAA VA�/VAA y VA�v/ AA VAA VAA VAA/ // TI LL SUBGRADE TO 6" MINIMUM DEPTH III = = = = = = = = = FILL OR NATIVE SOIL I I I1 11=1 11=1 1 11 1 11 11=1 11=1 1 11 1 11 11=1 11=1 I II 1 11 11=1 11=1 1 11 1 11 I I I � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 � 1IIIIIIIII1 � IIIII I SOIL PREPARATION -TURF GRASS SOIL PREPARATION DETAILS Orr = 11 -0 11 SET TREE PLUMB I 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 TAPERSOILSAUCER 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 ♦ f•^'-P'T)Y]�.(y UA EMOVE EXCESS BURLAP WITHOUT d� DISTURBING ROOTBALL, EXPOSE A MINIMUM TOP 2" OF ROOTBALL TURF GRASS, HOLD BACK 18" AROUND TREE TURF SOIL PROFILE, SEE STANDARD DETAIL ILIJW INISHED GRADE ROOT BARRIER I SEE SCHEDULE rna saenur_ 6" COMPACTED FILL LAYER TO PREVENT SETTLING LOOSEN FILL OR NATIVE SOIL, REMOVE IMPERVIOUS DEBRIS FILL OR NATIVE SOIL 3" MULCH LAYER LOOSEN FILL OR NATIVE SOIL, REMOVE IMPERVIOUS DEBRIS •SET TREE PLUMB 13) 2" SQ, x T WOOD STAKES, EQUAL SPACING SET INSIDE SOIL SAUCER -SOIL SAUCER, COVER WITH MULCH iOOTBALL, SIZE VARIES WITH TREE CALIPER TREE GUYING, 'ARBORTIE' BY'DEEPROOT' OR APPROVED EQUAL SIZE AND STRENGTH TO MATCH SPECIFIED TREE ATTACH PER MANUFACTURER SPECIFICATIONS GRADUAL SLOPE TRANSITION TO GRADE COVER WITH 3" MULCH LAYER, PLANT PER PLANS L� Ibex s 6'-o" MINIM EQUAL EQUAL TRANSITION5CRLSAUM UCER SECTION ROTBALLO ROOTBALL O 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 Et NOTES: LOOSEN PRIOR TO PLACEMENT 1. SEE PLANTING PLANS FOR SHRUB AND OF PLANTING SOIL MIX GROUNDCOVER, GRASS, AND PERENNIAL PLANTING GROUNDCOVER DETAILS Y4u = V-Ou GROUNDCOVER BED AREAS. 2. ROWS SHALL BE STRAIGHT AND PARALLEL. 3. SEE PLANTING SCHEDULE FOR GROUNDCOVER SPACING AND QUANTITIES. SHRUB & GROUNDCOVER SPACING LEVEL PLANTING ZONE, 2x ROOTBALL 0 SOIL SAUCER, BUILD UP AS NEEDED FOR LEVEL PLANTING ZONE, GRADUAL SLOPE TRANSITION TO GRADE, COVER WITH 3" MULCH LAYER 6" COMPACTED FILL LAYER TO PREVENT SETTLING JUTE NETTING REQUIRED WHERE SLOPE>_ 2:1 fINISHED GRADE •HORTICULTURAL SOIL OR NATIVE SOIL STAGGERED ROWS THROUGHOUTBED TYPICAL ON CENTER DIMENSION AS SHOWN ON PLANT LIST T 4C CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watldnsville, GA 30677 P. 770.725.1200 F: 770.725.1204 www.carterm ' ee .net V 1 z J Q z_ 1 IY z> � W w J Z J N W w O o LL O O W U >LU J W z Q LU U `W J J LU O Or O W N V / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: LANDSCAPE DETAILS SHEET NUMBER: 13 PROJECT NUMBER: 19016W4D DATE: 02/12/20 M 27" VAC EQUIPMENT BASIC-2 CarWash Controls W/ Gate & LPR Configuration by G.C. 25' .�— 8' �- 10' 4'-7" 4 1 v O% m O -- ------ [71 'v LPR VEHICLE DETECTOR- l 25' AUTO ENTRY AND GATE EXAMPLE XaF a O U sz U 1 VAC EQUIPMENT Notes: 1)- Face of Sonny's -PS 4" from curb edge. 2)- Face of Gate 10" from curb edge. S)- PYW should be 12" from curb edge. 4)-Curb should be 0" in height. 5)- Curb should have bollards (04"%50" A.F.F.) at t both ends to protect I hardware. 6)- Sonny's -PS and gate should be no less than 9' I I and should not exceed 10'. 7)- Lanes between curbs 4- should be no lase than 9' (recommended) and should f� 1 not exceed 12' p„ W 'd 6)- Loops provided by F d U W CarWaah Controls � `U p Installation by G.C. ro w z a �U'd I P'i I I W y I i i AUTO ENTRY AND GATE EXAMPLE AUTO ENTRY AND GATE EXAMPLE AUTO ENTRY AND GATE EXAMPLE CANOPY EXAMPLE AND VAC EQUIPMENT T M 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 Qa J z FD F— W w J z J N W LU F- C 0 o LL O O w U w J W F W Q LU U J J W _ W CY W 0 0 N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EQUIPMENT SAMPLES SHEET NUMBER: 14 PROJECT NUMBER: 19016W4D DATE: 02/12/20 I II I I I I I I I - 1p -- ---- --- II II II O "' I lb Q I (I I I I N o G u uo w V K K 2 = K K d U w O O v�i K < < Z O O Q Q J Q Q Q � LL J Q] 01 Ol O O O Z ri c-I N N O N N N N \ \ \ \ \ \ W N W N O N �D O1 O � ti N N \ \ M N O O rl VI Q N O 0 C) N N M O 0 O O W p K Ye M a M tD n m m r. 110'-0" p,LTH pF� ---------------------------------------------------- 2 AMES J TERM 1-D \S1/ 10-A fo-A 0. O 1-A t-E 1-v fo-L �w f3-M 18-a NAL 2-A x m 2-a 13-C 13-F 18-A I c c DATE:1.30.20 O 12-A 11-8 0 �20-B N n N i' h •' N r.� 25-B 25 125-H 21-C 22-C i:.°L 1 `� a b 1� n r; n n 25-C 25-J 25-� W U 18-E N '� O b O O 25-K 28-1 25-L 18-f0 "t r----F 18-0 CONVE T '� �' -� ,:_.r----F -�-------- -- - ----- N AN I---- pig ^ ItIIIWI� 7L— m cz��Twl _ j� CARTER A 25-C - 25-° ENGINEERING CONSULTANTSoNNh Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 12'- 0 "--7 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net 000 Q0 O O O O O O O O V) O N E Ln I� Iz � O n r n Q N LC)�0 DOJ z FD 105'CON V. Z J z N w �� 0 EQUIPMENT PLAN p O W U NOTE: ALL EQUIPMENT LOCATED WITHIN THE BUILDING O LU J W z LU W` 0 U J J W _ O of 0 W N V 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EQUIPMENT SAMPLES SHEET NUMBER: 14.1 PROJECT NUMBER: 19016W4D DATE: 02/12/20 ARCHITECT OF RECORD: 20'-0" MOL ROUND BASE SITE LIGHTING POLE BASE SCALE: NOT TO SCALE e P r P P P r=30 OEM" a= P OA :7,7 1- POLE. ITECT PRIOR �= P r= r• �° �_ P e.�P P O P P' P P ,%• P P P P ,,a a' P r- + }, A,,. O y, . : P. 2' P P ,'. ,.• °." P l= . .w . . �' fn ,AB,. a' HANDHOLE A BE HEAVY / _ ON, AND / P il� P P �' P r IF l x" P VER.SEE v P � NUMBER AND r= .•' r. �Jl , .+• +'° P P P P ..> �. �„ .°' P � 'l .. P el P .?. — S. SPLICES P P P Ai" P '° P P eA P P e. �^ ABQ° o •� P r A ir> 1^• Y•5 P Fu .'�•. n°'• L e. P k' F 'Iw A S %eb *>., F .e, L T. P a- ,°• P P �' P OBL— t°� P r• P>'�r, .. .•• �,r — NOTE: SUBMIT SIGNED AND ■ _ SEALED STRUCTURAL P P P ¢ P P P P ABO CALCULATIONS FOR POLE � ASSEMBLY FOR 130MPH WIND 'l. 1P P P P P ° l ,= P r P P P ZONE PER ASCE 7-05. SEE SPECIFICATIONS.' i' P r° PP P P P P r' P P P P P?' P P{ NOTE: POLE BASE STRUCTURAL DESIGN BY OTHERS. e• P/ e " '�' r 'P e` P fl• P P 'e' �' P 1p P P P • 'p 11' e el r e 1' *" P e '= P P P r a° P P P P e,l> P e P �= P P r° P e' P .P .•= P P e. + r' r' P. P P P r• P P P .� P ,. �• P P r' ,� �_ �° P r° P P P P r' r• P lA 0 0 P +Ull+ , + + , , 'P. + +" + + + , +52+ 'al + « WA WA WA W P° P �° P P P P 21 +WA WA WA 30' BUILDIN MAC WA` WA WA WA r' + +' , ./� + P +"' «' + 4ll+ + + + ++ + +. i , + +ar p, +c, +°, a, p, t ° 7,1 +°• a , p,, +u, +a, +a, +°, .°' i Y/ + + + + +&4 1A &AP P P P P P P �^ r° P e. P P P P P P LIGHTING FIXTURE SCHEDULE LAMPS BALLAST/DRIVER MANUFACTURER TOTAL TYPE DESCRIPTION &CATALOG NO. VOLT -AMPS VOLT NO. TYPE NO. TYPE AB - 38W LED - N/A LED GARAGE/CANOPY FIXTURE. FULL -CUTOFF OPTICS, FLAT LENS, AND RECTANGULAR LSI 38 MVOLT LIGHTING DISTRIBUTION. MOUNT TO UNDERSIDE OF CANOPY. CRUS-SC-LED-SLW-30-UE-BZ CA - 131 W LED - N/A LED AREA LIGHT WITH TYPE 3 DISTRIBUTION. FULL CUTOFF. MOUNT 20'-0" ABOVE GRADE LUMARK 131 MVOLT (16,832 LM) ON SQUARE STEEL POLE. PRV-C40-D-UNV-T3-SA-BZ-7030 OB - (2) 131 W LE - N/A DOUBLE HEAD LED AREA LIGHT WITH TYPE 3 DISTRIBUTION. FULL CUTOFF. MOUNT 20,-0" LUMARK 262 MVOLT (16,832 LM) ABOVE GRADE ON SQUARE STEEL POLE. PRV-C40-D-UNV-T3-SA-BZ-7030 OC - 131W LED - N/A LED AREA LIGHT WITH TYPE 3 DISTRIBUTION AND HOUSE SIDE SHIELD. FULL CUTOFF. LUMARK 131 MVOLT (16,832 LM) MOUNT 20'-0" ABOVE GRADE ON SQUARE STEEL POLE. PRV-C40-D-UNV-T3-SA-BZ-HSS-7030 WA - 12W LED - N/A LED FULL -CUTOFF WALL PACK. MOUNT AT 8'-0" ABOVE FINISHED GRADE (OR OTHER AS COOPER 12 MVOLT ARRAY DIRECTED BY ARCHITECT). XTORI6-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" 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 —J THOMAS E. MORGAN, JR. ARCHITECT 423 FISCHER TRAIL P ELLIJAY, GEORGIA 30540 + T. +� + ll ._ « « + 4 +- i + +° + + +° a + ++ + + .^ DESIGN GROUP +. 3450 Acworth Due West Road + + + + + + + Building 100, Suite 120 Kennesaw, Georgia 30144 4Pl+ + + + + P.770-917-9172 F.770-917-9470 'P. www.mrpdesign.com ISSUES/REVISIONS DATE DE5CRI 71ON 08. 18.20 COLORED ELEVATIONS 5UBMITTAL + +°D +°P + + 4" + + +°° DRAWN BY: MTC CHK'D BY: SWL + PROJECT TITLE: SAVANT Engineering, LLC 5064 Roswell Road, Suite D-301 Sandy Springs GA 30342 770.319.7400 Project 20147 02020 -PRTIFIC A TF CUP A T ITHC)P I7 A TIAIN HfIDAR 19 2 >Q Q _ N� L L1. J U � U) U) LU L�L/J LL O 0- J X 0f W Q � U SHEET TITLE: ELECTRICAL PHOTOMETRICS PLAN PROJECT NO: 19066 E100B ARCHITECT OF RECORD: 9 Prepared Pd Prepared By: Date: Scottsdale" Legacy (GRUB) LED Canopy Luminaire E IP66 IX°M°IW WT® Lumen Package 5,000-22,000 Wattage Range 38-152 Efficacy Ranga(LPW) 114-156 Weight lbs(kg) 23(10,4) FEATURES a SPECIFICATIONS QUICK LINKS Ordering Guide Project: Type: Performance Photometrics Dimensions Construction Category C Low operation (per ANSI/IEEE penetration consists of a 4" hole, • Features aultra-slim 11/16" profile die-cast C6241,2) is standard. simplifying installation and water sealing. housing, with flat clear tempered glass lens. • Driver components are fully encased In Unit is designed to quickly retrofit into existing Scottsdale (4") hole as well as Unit is water-resistant, sealed and IP66 potting for moisture resistance. Complies openings for Encore and Encore Top Access rated. Integral designed heat sink does not with IEC and FCC standards. 0-10 V and to reconnect wiring for the SC/ECTA trap dirt and grime, ensuring cool running dimming supplied standard with all drive without having to relocate the conduit. performance over the life of the fixture. currents. • Standard color is white and is finished • Die-cast aluminum, wet location rated ' Re[ro panels are available for existing Encores as well as kits for recessed and 2x2 with LSI's OuraGrip' polyester powder coat driver/electrical enclosure is elevated installations (see separate Spec sheets). process. Durot withstands extreme above canopy deck to prevent water entry, "knock Support brackets are provided standard, to weather changes without cracking or provide easy -out" connection of Prevent sagging of deck. peeling. primary wiring and acts as the primary • Luminaire assembly incorporates a pressure heatsink ensuring cool operation of internal Warranty stabilizing vent breather to prevent seal components for longer life. Seals to optical housing via one-piece molded silicone . I LED fixtures carry a 5-year warranty fatigue and failure. gasket. (contactyour L51 representative for Optical System extended warranty options.) • Universal voltage power Supply, 120-277 Listings • Features eatus an array of select, mid -power, high VAC, 50/60 HZ and 347-480 VAC, 50/60 brightness, high efficiency LED; 3000K, HZ Input. UL and ETL listed to UL 1598, UL 8750 4000K, 5000K color temperature, 80 CRI • -40'C to 55'C (-40'F to 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: 5,000, 9.000, 10,000. depending upon the ambient temperature Qualified Products List at www.designligh[s. or9/OPL 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 6kV surge Divisions 2 only when properly installed per protection that meets IEEE C62.41.2 and LSI installation instructions. See Isicorp.com ANSI C82.77-5 Location Category C Low for specific guidance. Not available on SLW. standards. Custom lumen and wattage installation packages available. • Additional field replaceable 101<V surge - One -person installation. protection device that meets a minimum • Installs in a 12" or 16" deck pan. Deck Tpc 00 Scottsdale' Legacy LED Canopy Luminaire (GRUB) ORDERING GUIDE Back to Get ck Links KAL ORDER EXAMPLE CRUS SC LED SS 50 UE WHT Prefix Diskihmion Light Source Drive Current Color Temp Input VDRage Finish Opyaw CRUS -LED Canopy SC - Symmetric LED SUN -Super Low Watt 50-5,000K UE- Universal WHT - White HU-H5]Dr0m3 Luminaie AC - Asymmetric VLW-Very Low Watt 40-4,000K Voltage( -Bronze LW -Low Waft 30-3,000K B -BIMI( SS - Super Saver HV-H' HO - High Output 347-480V VHO - Very High Output Custom Lumen PnWagesa FOOTNOTES: 1. AC tligwiibblem SIizees reflector wM1icM1 alkrs the look fi'amaskMam SC distribution. 3. an.b lumen ant wattage padmgm avarMMe conwllmc[wy. Valuesare withlnlneumrystandantokr- 2. NM avalMble an SLW, ands but not DLC listed Accessory Ordering Information (Accessories are field installed) Dnnripllon Order Number nompoon DAM Humber RemB[PMes-EC/ECTA/SCFWCRUS,WlCDBOk Prue 525946 Relro%RDCmrPail Bbm(whobe) 354702 Rregral ,b ECTA/SCE k MU6,iw12`DxkP d 530281 m-rub mgsmtl SMcxelxwglttor25 reboflk)' 1320540 RemBt aQ Couar Panty BWk(no Mlx) 35RM PERFORMANCE I-C.d d(25) 7/8°Mle plugs, IloN 5n6• hole place it(1)tube m RlY Back to Quick links DELIVERED LUMENS =UK Oct "MIT OCr MMK Cm Uses NMI$ 01whoon OWI,re Wmem EKiMtr MONO., Nixmdlumanr MIN SW MOO m11Wnd LUMM Mrs MGM,, Wmbge M 21301 140 BLUDG2 21835 144 m-0DG2 M97 150 BEIREN VHO AC 17355 114 B3-UDG3 17799 117 MUES3 18502 122 M-UDG3 152 Se 17M IQ Bali 18346 146 B3-UO-G2 19071 152 B4UDG2 HO AC 14M2 M Exi 1496E 119 M4)DG2 15M 124 B3-UDG2 1� SC 13113 141 B34IDGI U449 144 Foluxi 13980 1M 83-U0-S1 SS AC 114M 123. M-U0432 HIM 126 BSUO-G2 inn 131 B3-UO-G2 gS W 1046I 144 BSUDGi IOM IQ MAXISI 11140 154 BDUDGI LW AC 914E In 62-00,02 9370 in 8zUEG2 S749 134 Bfgl62 73 Se am 1M B3-UOG1 9MB 149 &1-UDG1 Uses 155 B3-UDG1 yUV AC 7M1 12T BZUOG1 7818 131 82°UOG1 8189 18B S2dIDGi M sC Bees /K 82.1101 6128 ill B2-tmG1 6954 166 M-UDG1 SLW AC 404 120 B/-UDG/ 50W 131 Bt-o"i am 136 1 81-UDat 38 'LEDs are Ne vamp u ated theevalurpminaL es are 9 Y Ptl refa ELECTRICAL DATA (MPS) Winn PMMM mmoo lm May Ugly 27TV 8479 IABY we 152 1.27 0.73 am 0.0 0.4 0.32 HO 124 1.09 0.6 0.52 OAS an an as Be 0.77 0.44 0.38 an 027 0.19 LW n 0.6 0.35 04 026 ON 0.15 VUN M 0.5 0.29 0.25 on 0.17 0.13 SLW 38 B32 0.18 0.16 0.14 0.11 OAS 'EMcO'ical Dart at 25C (T/F). Actual wattage may dWer by/ -lox, OPERATING TEMPERATURE Wbm PaCIGBF aMM1nIB M.: me McMMwootl Caw" me NO Mela1M'wdcuWW 45C IS Meu1N7Ootl Cumw me Recommended Lumen Mainmmnce' CRUS VHO Wn soup Mae Me ore Mirk• 75hbr3 leisure OC tn2% 97% 92% a% M% IOG 102% 97% R% N% m% no IM% 97% Gas 0% M% 250 1G2% 97% 92% 88% M% 311C 102% 97% a2% M% M% 4oC 101% a% 90% 85% M% 50C 101% 94% W% M% 78% Recommended Lumen MalnMmncW CRUS SR A MT.mPC main, agree. Mk- ill M1re leMke OC 102% 97% 92% 88% m% IOC HIM 97% W% 88% 84% 20C 10296 9716 92% M% M% 25C 102% W% 92% 88% M% 30C 10296 97% Res M% 64% 40C 101 97% 92% 88% 84% 500 101% 0% m% M% 82% p gpyygpppA, tone durations that are within six arum Hot) the IESNA LM-B009 totel test du m (in hours) for the 1-amen maintenance values a[25'C arecelwlatM per TM-2l bautl on LM-SOtlam one in -situ device under seeing (DIJ ie. ten Packaged LED). lumimiretastlrm. 3-In a¢ortlance with IEENA TM-23-k UkuH[etl Values represent [imatlurommthat mrccetl an times 2- In accwtlartce with lESNA TM-21-11, Projected Values reprpardent htemoM value based on NA LM-M-mortal test duration (in hours) for the device under tea M(OUT)iAs that pazlumal LED). at Let Industries Inc 10000 Alliance Rd. Cincinnati, OH 45242 • www-Isicorp.com Page 2/4 Rev. 10/19/20 LSI industries Inc 10000 Alliance Rd. Cincinnati, OH 45242 • www.bicoMi Page 2/4 Rev. 10/19/20 'I (513) 372-3200 • 82020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. 5PECANDIA.o4xo I (513) 372-3200 • 02020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. 9PEc.1020.A.0420 TYPE AB - CANOPY LIGHTS DESCRIPTION The pnterded Lumark Crosstour- LED Well Pack Series of luminaries provides an architectural style with super bright, energy efficient LEDs. The low -profile, rugged die-cast aluminum construction, universal back box, stainless steel hardware along with a sealed and gasketed optical compartment make the Cml our impervious to contaminants. The Cm=our wall luminaire is ideal for walUsurface, invented mount for fagsde/Mnopy, illumination, post/bollard, site lighting, floodlight and low Israel pathway illumination including Mira. Typical applications include building momentum, multi -use facilities, apartment buildings, institutions, schools, stairways and loading docks teat SPECIFICATION FEATURES Construction Optical electrical wiring compertmeret. Slim, low -profile LED design Silicone sealed optical LED Integral LED electronic driver with rugged one-piece, die-cast chamber incorporates a custom Incorporateesurge protection. 120- aluminum hinged removable door engineered mirrored anodized 277V MGM. or 347V BOH. models. and back box. Matching housing reflector providing high -efficiency styles incorporate both a small illumination. Optical assembly Finish and medium design. The small includes impact -resistant Crosetour is protected with a housing is available in 12W, law tempered glass and meets IE$NA Super durable TGIC carbon and 261 The medium housing requirements forfull cutoff bronze or summit white polyester is available in the SOW model. compliance. Available in seven powder cost paint Super durable Patented secure lock hinge feature lumen packages; 5000K, 4000K and TGIC powder coat paint finishes allows for safe and easy tool -lees 3000K CCT. withstand extreme climate electrical connections with the conditions while providing optimal supplied push -in connectors. Hack Electrical color and gloss retention of the box includes three half -inch, Near LED driver is mounted to the installed life. threaded conduit entry points. The die-cast housing for optimal heat universal back box supports both sinking. LED thermal management Warranty the small and medium forms and system incorporates both Five-year warranty. mounts to standard 3-1/2" to 4" conduction and natural convection round and octagonal, 4" square, to transfer heat rapidly away from single gang and masonry junction the LED source. 118W, 26W boxes. Key hole gasket allows and 38W series operate in 40-C to for adaptation to junction box or 4131(40°F to 104'F). H igh ambient wall. External fin design extracts 50-C models available. Croswour heat from the fixture surface. One- luminaires maintain greater than piece silicone gasket seals door 89% of initial light output after and back box. Minimum 5" wide 72,000 hours of operation. Three pole for site lighting application, half -inch NPT threaded conduit Not recommended for ear wash entry paints allow for thru-branch applications. wiring. Back box is an authorized DIMENSIONS ESCUTCHEON PLATES 1 Ser IBW,Za1 sa'4• Inlmm aaw Wintering to- [2fi4mm1 O $01 1D12' 1446mm) E:7•N promeassesubmadembe a• •w ienlighu.om Lumarlc XTOR CROSSTOURLED APPLICATIONS: WALL/SURFACE POST / BOLLARD LOW LEVEL FLOODLIGHT INVERTED SITE LIGHTING r CERTIFICATION DATA uucUL Wm Wemldn tined LMMILMMcdmpnen ROHS Compliant ADAComplient NOM eompliae Modell IPop ingrained Protection Rated nderscomplient ooainnugMa cdndaidrn• Gnlirad• TECHNICAL DATA 40"C Maximum Ambient Temperature External Supply Winne We Minimum EPA EneNw P.J m A. ISq. R.y XTORIS.nT .XUMM.M XTOR .45 SHIPPING DATA: 3 7 A5 25 on NH We4NC - tits ma. ItA-2.6 ys.l M5140IMN 2017,074512:21:53 XTOX CROSSTOUR LED POWER AND LUMENS BY FIXTURE LSO lnfmmalm. X1OR18 I X I&W 1B-Y XTOR3B XmR w XtOMB-y X B XmR w XTp y X1rsM8 X) w XTOMB-y Delmare red Lu t,396 1227 2,136 103 2, 1AS, 2,751 2,710 2p]6 42M AM MIKE (Wall W .11 runt) O.W.'ed W. M9N HOW 1,OM Me ant 1AGE 1A72 1,3M 2AM Zen 1.066 &IN 3.121 2AM Arai Km' &U.Gd seemg• muddies W-UDGO 81-UMO 1-UEGO Bt-UDGO Bt-UOGO Bt-UDGO Bt-UDGO B1-0OfA SzUDGO SzUGG0 REUDGO CCT M.kb) 6ADD MOO 3AM 5.000 000 MOB 6.000 MOO 3,0110 6.000 Quaker 10011 LN ILnbr mMMna kNmtl ITS 70 70 70 70 70 TO TO 70 70 70 70 PanamaCaPanamampa stump 12w 12W low few taw 18w 2Md 26W RBW Saw M1"/ 98W NGnRtI„tluep MNYbgehp,e G.IAG. R,Xry doll mM•P col ell.hdxc Amh Amgnm• TM-31 Wmm N ulnumance 72AM Hours) ThwrarkeI L70 (Hours) XImItBM o 26°C >00% 2E6A00 do°c >tm% 23 00 Eric aM 215ADo x1aR2e MMM VVIC aM% 240A00 sac >ee% zlz,000 Svc >07% IM,00O XTOPBB Mode 25°L >69% 240,000 40°C >BB% 212Ao0 5mL >e7% 18&000 xmR4e Mods 25•L >8B% 222A00 we >M% 1N4000 CURRENT DRAW Motle BMn vomes XlOR1B x1oRm xTMne zTaRae i20V arm 0.16A 0.22X a34A N67 QMA am arm 0.17A sell 0.6 am 0.11A 0.17A tidy O,mBA OLOtA 0.1" 0.15A SAW 0.039A 0.6 0.6 GAZA -0 10 20 30 m M co 70 M eo IN H.unlThouwndsl We - 4mc - Sure - E:7 N �w 1121 Hchsenior wry PwdA,w Gry. GAy2x der-po4sro•M Poaamp &nw,®'Iwdemae Pv wx7 =nn.mMa Mxne tlunAexlNCNono lu. TYPE WA - WALL SCONCE LIGHTING - BUILDING • • • • • Ordering Information • a • • • Mounting Details PRV-C40-D-1LTNV-T3-SA-BZ P3 SAMPLE NUMBER: PRV-XL-C75-D-UNV-T4-SA-BZ Pole Mount Arm (PRV) Pole Moum Arm (PRV-XL) Versatile Mount System Villa Lighting T s•132mm1mml Rb ■ Y At § I PRV PRV-XL Prevail LED - Area / Site Luminaire LM .] Prnall XL c Typical Applications - Outdoor •Parking Lots •Walkways •Roadways • Building Areas _ Prevail _ Product Certifications Interactive Menu • Nexe Ordering Information page2 I'll UL g g 1 `/ \ I LISTED m® • Mountie Details pages g P 9 • Optical Configurations 3 O P 9 Pe9e SvyEpB Product Specifications Par,ea • fly p �g • Energy and Performance Data paga4 Product Features • Control Options pages (� �g sou I•e4r ....m. ° . m Quick Facts PPy=Preveill C15=(11M)1,100 NomInelWmxs O=Dlmming(&IOV) uW=iMlvMW(12027N) T2=Type ll Caw=(2 LTDa)13,10A Nominal users 347=34N T3=Type III GO=11 LeDal1],100 Nominal Wmens 4I0=4BOV• T4=iype IV L60=12 Lme120A00 Nominal ,men. Ts=type V mWII=PmeI XL CIS (41ID)R6100 mmine Lumens CiM 4 31AM Nominal Wmens CE A2. 11 MNomnel Lumens C1M•6LM 61,100 Nom nap Lumens C1J5.6LM 18,600 Nom net Lumens SA=Standard Versatile Arm AP=Grey IMA Man Gm a2=Monza VNI-Well Meunl Arm BK•eleck OP-Oeh PlaOn. M1=Grphiie Mmalk WX=WhIN I i T 8.16/18' [124mm) I h24mm] [1Nmm] Dt? 1, 4" i8prml 4• 1102mm] L 1102mm1 WIB It5mm1 Dia. Hole 1/2• 3.3/6' J 611/18•� L 3-1m' J 114mm] 1125mm) 19fimml [I"Han1 Drumm) Dia. Hole Wall Mount (PRV) Wall Mount (PRV-XL) 7yr����y�y�����I��L 1203mm7 IJ 11B1mmI 1203mm1 M 1[)I M Iizarl 11 1 r®L7 _7/1W 5-118" lumen] 0 ntr I 113pmm) 3' S` L Dia. Hole p8mm7 I Zitmm] 233e" 8' n27mm) Oie. Hole IMmm) 1152mm1 8• 1162mm) Mast Arm Mount (PRV) Mast Arm Mount( PRV-XL) T 1- 2-1/2` T 9&Is Q I94mml Q Dar4f4 tyrant o.D. om as L b" J 833.J Ln»z„� 9.1/8• nMmml IMmm] [18mriml Itoamm Mounting Configurations and EPM NMi For 2 Pay s mounted at 901 requires mnarm Tpusto Or 4• mend pole far name dwrame. For 2Pay-xV, mounted at 90•peyulres minlmum a' eouere ^r mane P^le mrnnure ^nnentt. cxnomer le ruponiblerormpmettlnA.napino<onnrm poi.and nnxn^9mp.nenuy rw aPPncnana. Wall Morart Aral Mont Mn9N turnabout 180' Parsimonious' Mn Moum3@ m' Arm Moan 4@90' EPA 0.92((PRV) EPA 1.3E((PR� EPA1A2((PAEPA 1.63(Plo EPA IN EPA1.12 (PRV-XL) WA215 (PRvXL) EPA 2.13 (PRV-XL) Foarzu(PRVXL) EPA 252 (PRV-XL) 7oM=)0 CRI / 3000K COT' )OM=70 CRI/5000K GOT NSAHoxe Side Shga. L9P•OpinR ShWmWN R9o=0pfim award go -NAM 1M=10101/1 OkA UL 1449 Fuxd Some Protective Device M=M'CHIph AmblxtTd.p Wm' PER-NETAM PhMmntral Rewplade PEPJ=NEMA 7AN Twlelock MMcontrol Receptacle MWMM-L12=MngrmetlSmxm for Dimming Opm 8'- 1 T Mounting Helghs' MVMM-Lag=btegrshtlSMsw formmming Opermmslid - 3h Mounting Height as MSP-L12=lmeg.WSomrON/OFF Opemtlm, a' -IT Mwming Heels A• MSPLto=Integ.0 super OWOFF Dimmer, Opemlm,l2'- SU' M..U, Height A- MWIM-uo=Mmw Senor for Dmage, Opembn, V-20'Mmftq Front ,,,, MWIM."GW=Mmbn Sunni For Dimming Opn n, 21'- W MourNng Height 510 W-L20-Minion Senn for GRANT Sunni9'- 20'MourlOng HeNM an MS-LMW=Moron Sensor far OWOFF ON.IM, 21'-4 Mwming ilki as ZW=Warelinx enbled 4-PIN TWMIwk mxpuds An a m-MNU=Wweiax War.. Senate. T- 16 Mounting Height' Ora a zW-sWP0=W"inxMminsSema,15'-40'Mounds, Heighl'u"a^ MYR-LW-WmWm Pro MmWs Smarr, Wide Was far a'- IV Mouming Helves" Mb UaaWan Pm WI""SMx4Narrow Lxafwl6'-40'MwnfirsH Mw (see ABh BtleapwmenSele Integrated Nmxork Sewriry Cemere'*" PRVWM-xx=wet Mount one PnVNMXx=Men Arm Mdumnq Kn• PRVXLm-xX=StantleAmMii Kit PDVSA--Um eWwmm startngK KO (far Pnvail XL)'e PDVXLMM-eel(=Well Mount In (far Pnmll XL 11 PRVXLIRA-n=Man Aim MouNN Ki(for Panel XL)'• MAIDWni=SIn9le Tenon Adapter br 3-1/2' O.D. Tema MAt O1TXX=2@160'TepnAtlaper for 3-0/2'D.O. Term MAIDIT-MSulgle Tewn Adder for 28/8'O.D. Temn MAIBte-1M= so- Tenon Adapter for 23/8'O.D. I.. XSIVEGD=HouseSitleShieldl- VM-F/B=VmICal Glare Shied FronVBada yM-SIDE=VeMeal Glare Shield Side b OA/M1m3=Poa,aanlrol Sharllnq Cep DA/RAlmd=NEMA Proctorwl-120V &t/M101 b=NEMA Photdmntrol- MullHap 1051 OU 12M=NEMAPhmdmn.1-34N o 1027=NEMA PhmzVNml-WV ISM-01 Artegnled Smmr Programming krone'• F3M-toO=WlWngConfiguration Tool for O=pnnryWMup S -XX=WweUnx Wlrelen Mmw, 7- 15' Mwming Height 6NPM ni4aawnnx Wireless Strait. l S'- 4V Moumng Height u tab MDIC]P-1M=WaveLln DuMoor Cmtrol Module (1fIN)u xmD ,. pnlA^LIAM1bwnwmm•Ou•Ilfied Pelermrrw.MlgnllpM1ra.mAnuellfiMProeuna Llnuntler remllyYMdalar Malh. 2.a,mmNianepeneiblektmBY«NrgeneN•bmconfirmpdemafiemncompnn0uyh.eppllunam ReMlemuelletion lnNucuomene polewhmpnerwPSupmExbreeeMma wppwrinrormblon. s. BYnve4xoNCCrenmCRl. SYrchtleakmd ESYnmphpefer,MYr�ebm mnea}pneeayatema vnpeeanneg,ou^seen,temeermmerAmuneeeeyenmelmmmonMXncenaeiMeePM1e,eihnWlreOenaiMxM•e d.Optlmnimm�eftbry 1m Pa sgouun4eahiviemtmltbM<'nM11s6Wdbma^craw come^yaepe 7.0mreell.biWMcaalm,npnkq. r. Mynll•Me N PManfiAsa I.CR4Go wC6o. A. CamM,vybembmmra0adaxMpnonomW re®piadetymorPm7l ormmrcommoleryabme(M4, YSRmwLwN. ,A. Nil. eMopaMnaorraP411. 11,awwpwelwlnmmalPlMm.re runt .nn.nnp.rmghd.-2a•afr. • Lumen packages range from 7,100-48,600 lumens (50W - 350W) • Replaces 70W up to 1,000W HID equivalents • Efficacies up to 1481umens per watt • Energy and maintenance savings up to 85% versus HID solutions • Standard universal quick mount arm with universal drill pattern Dimensional Details Prevall r�0nml 1s.Indmerfwneamm<m benela.axnawreelueReo®wAccaea raempmem.wADroE.na xvoE,zmM.prpn.mPe.mhie.. ahadmnuMraimw,wunearsem.na,wlm.wnaaadhmnam tampee<^bnbe in.nn<eor^pwm^^_Sremems. me a. supper. smayaN^n imemred,^. ,.. Wm,wm Pmwrearm .. we mcrwym,mxed,nd rrynhe arouse npmmnwx MFFML arap I,•nel Puq in appropriate quantities, 5m<„mMmr remains Pm apparatus Intonation. m m�mrrnonfin oil,. ,s. Pe a XXaavi In n Not emllehl<me My, OWsellsm mm s. clam, tits, cnde, cin 17.. lbteniid(suh My, OW .orHAopionr Consult LumenSelrryMempmdummnnen Mdltipnelhblleand nmperebilltyiMo mion. ep,som T/. RappersXx Mmper OLE 1aMn1PM.rwYp<rppNa]LMsItaw«dDaaenddanebBmN•amm�(1U4.nsc ,1. Thhlwln.hen.BelmMmu^I,merneesmwrlusPlmr.mn.nl^d Wine M1lphna b<music, amamur. dm.e.In. oumn.nemoo. eonsuhrourlighting npnaemmminDean for mw. NmmNm. w. them l<n.hl•.•mwmm l^Mmo^Sm,mNa1P•bmn<nmdu4 pMAM1.nI m 4..a HMv.N data.m9n•^dm9mGnmeyxu,ntmmtrp,mmrmh<etE•mntwm r•Imwmaim 2,. aenknw.wll^.m.NW 4.mNmi,dwhrnpmdepw,pen. n. Rg6m2 PIN NEMAmisl NOotomntmiucepWe(Pen/)oplbnl WMG7tmmt M�MmjumrbnW1h90mamtmissyMma(am msitbi mLWU. LJ Optical Configurations Nni PR -cT5/ 40/MO PNV-XLC mloDmn Pity-XLLYM/C125 (7,100 Nominal Lumens) Nwnlnal Wmem)'� (26,100/31,000/36,3MmiW Nonal mens) (41,100/48,600 Nominal Wine.)mmn 0�� 11 �� �� a1ZE fe Integrated Network So=lty Cemem Technology Opth m (Add ea Suffix) L•Wmmfalrechnolegy ie.e.N.emm.sv 0amsCaMiller, CUMomclnneSIM E•EMart,m wkig(Intend A•Celludet FInsisted AT&T9IM C N V=Gallet Variant SIM fldn b W =CHAx Fadlnneled SpW DM Card Product Specifications Stock Ordarmg Information Construction • Class 1 electronic drivers have expected life of Finish 315/1W tassmm] 2sis, 'fast I 1 • Single -piece dieNast aluminum housing 100,000 hours with<1%failure rate • Five -stage super TGIC polyester powder coat PRW=Rnall m5=1 LED) Z1M begins mens M 2LEm))13,10OWminl LamNns Coo=21LIE 17,100%minl Wmxa coo• 2LEOa 20,000Ndminiwmma UWAMveSal(12D2T7V) 341=34Na T3=Type Ill T4=Type IV RASP/DIN-L30=Integrated Sensor for Dimming operation, Maximum 30' Moundll9 HeW Pmvsll XL Si mmj [teO gem] J NII' LT1771W[4�.11�395/8•I/0Mmm1 iQ LIGHTING • Tethered diecast aluminum door • 01011dimmingdaverisstandardwith leads paint, 2.5 mil nominal thickness external to the fixture Optics Shipping Data • Dark Sky Approved(30GOK CCT and warmer only) Mounting • Prevail: 20 Use.(9.09 kgs.) • Vematlle, patented. Standard mount aim • Precision molded polycBrbonatheoptic& P • PrevaiIXU 4516a. (20.41 logs.) Electrical 1-1�/2mto 47/Be multiple drill patterns ranging from • AO'C minimum operating temperature • Aknockroat on the standaN mourning arm enables • 40°Cmaximumoperatingteroperature round pole mounting • Prevail: 3G vibration rated >.9 powerfactor n • <20%totalhalmonlcdiMonion Prevail XL Mast Afm;3G vibrationrated YII� • Prevail XLStandeN Arm: 1.513 vibration rated aLW.1 LIOHTINO. PnW-xi=Prewll XL C75=4LM 26,1MNnnlnulWmena CIOG: 31,0M Gomm l W ab ({ �� CO. 36,OM Nomirm Winne Me- 6 LM 41,10 Nommm Wmens CD5= 6 LED 48.6M Mmke W.. NmSe ,. Ml•lmxeonAAureWu•ra sYnMtl 4AmpYJrocRLbmnnnnln.anaNHuxdaalnMwdma•d<moumNperm. Wymllehleln Pawccn pmabn Cl a ,GavCx O COOPER Naar5SOODD T o3' o°P1 Solutions I`OD COOPER NILighting Solutions MPHSODOOTEN amhA2D 03Me2.IDPM LIGHTING Lighting Solutions March a, OTEN O,a COOPER PBSOODLighting PIA TYPE OA, OB, OC SITE LIGHTING TO514013EN 2017-07-251221:59 THOMAS E. MORGAN, JR. ARCHITECT 423 FISCLiER TRAIL ELLIJAY, GEORGIA 30540 ©©[W 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 3. 18.20 COLORED ELEVATIONS SUBMITTAL 1 .20.20 AND COMMENTS AR13-2020-35 P.I 1 .20 AND COMMENTS ARB-2020-35 DRAWN BY: CP1K'D BY: PROJECT TITLE: SHEET TITLE: EXTERIOR LIGHTING CUT SHEETS PROJECT NO: 19066 1