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HomeMy WebLinkAboutSDP202000021 Plan - Revision Final Site Plan and Comps. 2021-11-10CONSTRUCTION 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. NOTIFYTHE 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. S. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AROUND THE WORK AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION. 9. ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNER TO THE ENTIRE SATISFACTION OF THE OWNER, AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 10. THE CONTRACTOR SHALL PROVIDE SHEETING AND SHORING FOR ALL TRENCH CONSTRUCTION IN ACCORDANCE WITH OSHA GUIDELINES. 11. ALL PIPE LENGTHS SHOWN ARE TO THE CENTERLINE OF THE STRUCTURES UNLESS SPECIFICALLY NOTED. 12. PIPES (STORM AND SANITARY SEWER) SHALL BE LAID ON SMOOTH, CONTINUOUS GRADES WITH NO VISIBLE BENDS AT THE JOINTS. 13. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUM REQUIRED FOR RELATIVELY DRY STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE REQUIRED FOR ROCK TRENCHES TO PROVIDE SUCH ADDITIONAL BEDDING AS REQUIRED TO PROPERLY CONSTRUCT WORK. 14. ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE METAL RING AND COVER FOR ACCESS. 15. ALL ANGLES SHOWN ARE 90 DEGREES UNLESS SHOWN OTHERWISE. 16. ALL GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL VERIFY DIMENSIONS, GRADES, AND EXISTING ELEVATIONS PRIOR TO CONSTRUCTION. 17. CONCRETE CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS SHOWN ON PLANS. MATERIALS, EQUIPMENT, METHODS OF CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO STATE D.O.T. STANDARD SPECIFICATIONS. 18. ALL CONCRETE SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AFTER 28 DAYS, WITH A MAXIMUM SLUMP OF FOUR (4) INCHES, UNLESS SPECIFIED OTHERWISE. 19. ALL EXPOSED CONCRETE SHALL HAVE A FINE HAIR BROOMED FINISH. 20. PARKING AND DRIVEWAY BASE COURSE AND ASPHALTIC CONCRETE SURFACE AND PRIME MATERIALS, EQUIPMENT, METHODS FOR CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO STATE D.O.T. STANDARD SPECIFICATIONS. 21. CONTRACTOR TO FIELD VERIFY ALL STORM, SANITARY, WATER AND OTHER UTILITIES LOCATIONS AND INVERTS PRIOR TO INSTALLATION OF ANY UTILITIES. NOTIFY ENGINEER PRIOR TO PROCEEDING WITH ANY WORK IF DISCREPANCIES FOUND. 22. THE USE OF CONCRETE THRUST BLOCKS FOR THE INSTALLATION OF WATER MAINS IS STRICTLY PROHIBITED. PRESSURE PIPE FITTINGS AND OTHER ITEMS REQUIRING RESTRAINT SHALL BE RESTRAINED USING METHODS SPECIFIED IN SECTION 3.8 OF THE CITY'S TECHNICAL STANDARD SPECIFICATIONS. THE PREFERRED METHOD OF RESTRAINT IS THROUGH THE USE OF "MEGA -LUGS" OR "MJR" DEVICES. 23. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. WATERSHED NOTE: THE PROPERTY IS LOCATED IN THE IN THE SOUTH FORK RIVANNA WATERSHED WHICH IS NOTA 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 6INCHES (4 INCHES IN TRENCHES FOR UTILITIES). NO FROZEN MATERIAL WILL BE PERMITTED IN THE FILL. STONES HAVING A MAXIMUM DIMENSION OF 4INCHES 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 C4111111:1,1■ W4 DEVELOPMENT PROJECT LOCATION 2100 RIO HILL CENTER CHAR LOTTESVILLE, ALBEMARLE COUNTY VI RG I N IA 22901 TAX MAP AND PARCEL NUMBER: 04500-00-00-093CO INITIAL SITE PLAN NUMBER: SDP201900052 VSMP PLAN # WP0201900067 RIO MAGISTERIAL DISTRICT JAN UARY 30, 2020 aznNW OJT V /W BG U 68C1 �� /�J .� 8 /0.e° F�rvA •'te a]6 B. ilrBp'k p'. '6 oo-] 3 u.e A o�ac O .nz as -se u � rzc M1P o uenovo6.1 �rv39.xB a^ q U.90 4 �.➢�J •�•�� - V�o M1 ^ ° fa 3] x9A8 ]8,/ OB/ to9E x�p ..1�o1�oP�4 - 6 6p'6pgnpe �• �rvk •+ i a ue, 01 Bn e ° ngnar-Hare p` as-9sa oiada M1 �a,c Oigp.}.3�f ZY -'MT of€tR�'B 1'45C-0 M-10 a]Q]A ]A5 ° jV OarC�O}EOM - yJ l 6594 IS. B/M T L �9.ry en SW�26 ok -1 ISM 4i�6. y° al I1udCtr °nc 9 °♦ i {a0a�%5�4. �PvyF,., v & 6 , -946 •��/��1 fB ° � c/y �L^0 •c.Oi or J'/10"y«c. '� as iBa r Loo-o-o/o eM1 °�4 a- u- n ao-loafis � G o\ e '�i"o i s'oou o,�dr•' Tg5�1as y 5 a�.l�',�' � �J . rz6 SYLk tl]� `M1 6112D ° 61� ] /.' ^{tl �6 ' 1 AR -. .• Q R p B/lll pf �/p 1 M 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 4 cy MES J TER~ e1r, NAL 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 FACILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ON SITE LOCATIONS OF EXISTING UTILITIES. 2. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION AND EQUIPMENT REQUIRED FOR THE ORDERLY DEMOLITION AND REMOVAL OF EXISTING CURB AND SIGNS AS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. A. DEMOLITION AND REMOVAL OF EXISTING ON SITE ASPHALT, CONCRETE PAVING, AND CURBING TO DEMOLITION LINE SHOWN. 3. ALL EXISTING CURB AND SIGNS INDICATED ON THE DRAWINGS TO BE REMOVED SHALL BE DEMOLISHED AND REMOVED BY THE CONTRACrOR. REMOVE NO STRUCTURE SUBSTANTIALLY AS A WHOLE. DEMOLISH COMPLETELY ON THE PREMISES. 4. ALL EXISTING SEWERS, PIPING, UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCrION 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 DEMOLITION/EXCAVATION PROCESS. 7. DISPOSAL A. REMOVE AND LEGALLY DISPOSE OF ALL OTHER RUBBISH, RUBBLE, AND DEBRIS. COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS GOVERNING DISPOSAL OF WASTE AND DEBRIS. THE LOCATION OF THE APPROVED SITE MUST BE INCLUDED IN THE SW PPP BOOK. 8. PAVEMENT REMOVAL A. WHERE EXISTING PAVEMENT IS TO BE REMOVED,SAW-CUTTHE SURFACING LEAVING A UNIFORM AND STRAIGHT EDGE WITH A MINIMUM OF DISTURBANCE TO THE REMAINING ADJACENT SURFACING. IF CONSTRUCrION RESULTS IN RAVELING OF THE SAW -CUT SURFACE, RECUT BACK FROM THE RAVELED EDGE PRIOR TO RESTORATION. B. WHERE EXISTING PAVEMENT, CURB, CURB AND GUTTER, SIDEWALK, DRIVEWAY OR VALLEY GUTTER IS REMOVED FOR THE PURPOSE OF CONSTRUCrING OR REMOVING BOX CULVERTS, PIPE, INLETS, MANHOLES, APPURTENANCES, FACILITIES OR STRUCrURES, 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 PROJECr. THE CONTRACTOR SHALL CONDUCr 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. 12.00NTRACTOR SHALL LIMIT ALL DEMOLITION ACTIVITY TO THAT AREA DELINEATED IN THE DRAWING, ALL OTHER EXIST. UTILITIES INCLUDING: STORM DRAINAGE, GAS, ELECrRIC, TELEPHONE, AND WATER & SEWER SHALL BE PRESERVED & PROTECrED. 13.CARE SHOULD BE TAKEN WHEN REMOVING TREES WITHIN THE ACSA EASEMENT TO PREVENT DAMAGE TO THE WATER MAIN. I I I I I ¢ I I I I I I I I II III I � I N N PK \NAI I\\ � D 1 \III l IIIit p / \ \ \ \ I 1 I I \\ I I 1 1 1 II l i II II II I �\!� II I I II 11 I# IItoII.IGo p I OD II II LP 4' 11 1 P "T6�1 PIN€ I II Q I 11 1 1 1 1 II 11 I III I/ SCT RIO HILL, LLC, I 1 11 I II II 1 II jl I I I I ICI # \ C/O ROSENTHAL PROPERTIES 11 1 1 1 1 11 I I I I I I TM# 04500-00-00-094AO 11 I I II I I 1 11 I \II II I N DB 4134, PG 199 PDSC I II II 1 III INI# I PRESENT USE: SHOPPING CEN�T�RIII II III III II II 111� III i I \ EXISTING l i l i i 1 4f I/ I SANITA YI EhSfM NT I I I I DB 98Ti/.7117 I A�DI D13 1 985/722I I I I I I I I 1II I II I I I I I I I III I 11II EXISTING LIGHT POLE TO BE REMOVED. I I I I IfJ I Il REMOVE LINES AS NECESSARY (TYPICAL) J EX INV. OUT WITH FLARED END SECTION=470.4' /I IF STORMWATER EASEMEN DB 985/717 AND -0.B-9951Z22 EX SSM ` I TOP D EX MANAGED SLOPE AREA. ---- I-- ------ w / -494----- \ GRA�5+� R6P tN LEfi-------iCENTLCL ------ - w / TOP --__R0-ffitt _-----------> II 00 / EXISTING Xa__ \�... SIGN EASEME \ ��/ ��� /// ,�/ v.--�. Z9 //DB 985/ 717q�p DB 985 I ,� 2 IF I I I i -1 ybA 241 0" p / / ivI I I vII � It� X_LQ PST�fY/\D\X 'Z /\tX 18`A_KS��� / II qq/ -a = :•. •- /r • �ififiii --� •I ��j iiiiii�Frl REMOVED. DISPOSE OF • • • F LANDFILL. -EXISTING UTILITY EASEMENT DB 985/717 AND DB 985/722 ,. of I � / 24.4' OI EvISTING 1" WATER METER TO REMAIN ,/ WWI //�� ,/, /�'/•��'I �;`� 9.0im ���///�i�/1 II •11 I�i AP DWA F.�li jP1•�P�1TTT•� 700 I 4" \ � 1 (COO FF = I pQj I 490.50' 38.0, M 30.5' I 30' UILDING SETSArK--Z I--_( - - N X --EXSTING w DRAINAGE -----�-- YNL�T TOP=486.1' / -- INV. IN-475.3' - _ __ _ _ --- ---__-____w _ � _ _ uwOtfT_ rim -485 _ _ - >--------------------------------- --- _ _ --- - ----------------- - -214. EX MANHOLE NOT \ - - - - - --------S2 19. 26'W----- /- - - - - - - ---- FOUND_ \ _ / _ W' r _ _ _ - eruct-� _ _ / t -UG T- -UG r -UG T- - ~ �ue-r_ l r�--uaF-- u T / 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 (S&L) SEMINOLE TRAIL (VARIABLE WIDTH) OI 0 Q �. i \ 0 EiX 14" L WWOOD --------------- V EX 15" RCP 6"I�Yn dPM� IV9'2tE I / INV. IN=482.3' INV. OUT=481.3' 866---BG(- ��- EX JBOX V °x EXISTING SIGN AND LANDSCAPE. DEMOLISH AND REMOVE (DISPOSE OF IN AN APPROVED LANDFILL) EXISTING UNDERGROUND GAS LINE TO BE REMOVED. u.x66/U-) W �✓' RP 63- 1 35 IC i5 88 i r a 3 u.e A PZac -tu 63113G °P m 4581-01 6,^ y^"4 { ? ua4•afe 45.6e 45.39A6a 9'b,� tl-1 U9 ,a QUA 93Bt-01.0A 4� •�+SV6119 . qk ;oh91 A,., Hal � • k. �c.• LLLJJJ [///•a �.Joq 63-95 ,O Nm kfixRA 4 U�FI-.. U o � HI ^ 4a n. e e � v. v� "aa.'r v`/°.� e ' ,� °• ,'aS�e\�RPb tlx: e• x�. � 6 et''.. 2 �"\�sc s$i9 i5 � /o(,° af:6/.�'� ui6s r Soo 6b.56. d6 •s '° °lµ, ,rc''\.: 3�• a t/ u t xA -1m as.tai. - U� -. / /61124E3 \a ra �L jn3t M1 B1 tv"a aFJ 6°Nlllp `e663 L y�I3-6 y a o //��jeek ' 1u.Ux..1 a,,i fR�UO t34� )i x.ti sib h�5 LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road g P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Greg DeBacker Contact: Justin Hendley Phone: (706) 548-1151 Tel. (404) 219-8331 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987 -00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: SO -feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field d 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 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 WatkinsviIle, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengmeering.net z Q . J Z LULU J z 5> L U `^ / in- LU H O O 0 /� LL L O O w C=J >LU J WLU z J J LU 0 O CIC 0 0 LU N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EXISTING CONDITIONS & DEMO PLAN SHEET NUMBER: 2 PROJECT NUMBER: 19016W4D 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. SCT RIO HILL, LLC, I C/O ROSENTHAL PROPERTIES I TM# 04500-00-00-094AO I N I DB 4134, PG 199 ZONING: PD-SC I nN PRESENT USE: SHOPPING CENTER I I PROPOSED DIRECTIONAL ARROW (TYP.). I EXISTING SANITARY EASEMENT / v DB 985/717 AND DB 985/722 I I / I AUTO SENTRY AND GATE / CONCRETE ISLAND (TYP.)MOVEAI I I x I LLARD OR TRAFFIC BCONLE OE (TYPICAL) EX MANAGED SLOPE AREA. GRATED /DROP INLET TOP -14�8.7' INV. 0 T=479.5' PROPOSED RETAINING WALL IQ MAX HEIGHT= 3' 2 EA VAC PRODUCER _ VAC PRODUCER -- , Tr CONCRETE 5'r O N 3 I o I 19, 1 I 3' r 15, WV RIO HILL CENTER I I EXISTING I SIGN EASEMENT � i DB 985/717 q D I DB 985 7 2 I I PROPOSED RETAINING WALL :���I•° MAX HEIGHT=3' �_ CG-6 CURB AND VAC PRODUCER , GUTTER (TYP.). -� CONCRETE •-I '� IT------i I,------�2'r 30' BUI ING S K N VAC -BOOM CANOPY (TYP.) I6LQ YII'wR 7+. 1 19, --- ---, 19, 1 28' , I � I`J PROPOSED DIRECTIONAL ARROWS (TYP.). - CG-6 CURB AND GUTTER (TYP.). PROPOSED DIRECTIONAL ARROWS (TYP.). 30 VAC -BOOM 1 1 CONCRETE 1 to I �• .1 A = 8'06'15" I L = 140.14' PARKING SPACES PAVEMENT C. = 140.02' 3rL- -- --JTr i Iz I I 1-1 C.B. = S59'24'42"E 2'r 12'r 1 1 EXISTING SIGN TO BE I .I•�•"�' RELOCATED 8 EXISTING UTILITY EASEMENT DB 985/717 AND DB 985/722 me • CONCRETE A (2) 12' X 18' FIX CONC. �I rn • PAVEMENT - PARKING SPACE W/5'WIDE 2/ • STRIPED UNLOADING • VAC PRODUCER FIX RAMP TYPE I (TYP) m/ Tr 3 -- - l0 O II2r EX INV. OUT WITH FLARED (3) EMPLOYEE PARK:DZ END SECTION=470.4' n ' , ° tEV,ELLA14 INGAREAr CG-6 CURB H/C RAMP TYPE 1 TYP GUTTER (TYP.). -Z ° I I 1 15'r N a Y r l I I 23'r / cA CONC\ E� 12' PROPOSED CARWASH N 31'IIL STORMWATER EASEMENT a PAVE ENT _ \`�; I I `� 4,231 S.F. oq DB 985/717 AND DB 985/7EXSS I Ex ssMH / F.F.E. = 492.00 TOP=488.5'\ I 10'r , jV IE = 484.8' / `�\�`: \\I - - - - - - - - 30 BUILDING SETBACK I I f 125' 4" 3 DRAINAGE _--- __---96---'- EASEMENT 6: DB985 717 oHP oHP oHv off ..P OH oHP oHP oHP oHP oHP oHP pNP ..p (APPROVED PARATE OX 10' PARKING SETBACK_ / •' Rb�INLET\� PERMII`9NR'Y�- , f TOP =486.1 75.. y ' -_- '.INV •'Otf'T as17r1. ��� - _ _r-�� : .^,,^� .+• - - - - - - `�"-'� µ;. ;, .+-�+--- ° 21498,:.. -EX MANHOLE N4f�:r' , r -Sa' CONCRETE• r - - S24 19 26"W • a - ; q• : SHARED USE PATH W.i _ --:bc-'t --• j9 .'Tj'• 00 , lY EX DROP INLET EX GRATED DROP INLET EY r _ _'.��_ - c TOP=487.1' TOP=484.3' INV. OUT (15" RCP)=481.4' n INV. IN=475.8' INV. OUT=475.7' I U. S. ROU TE 29 (SBL) SEMINOLE TRAIL (VARIABLE WID TH) 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 a I_' LEVEL •�:� I� O Qr� l •',I :_ LANDING AREA QN H/C RAMP LEVEL LANDING AREA I. ° ---------___---- EX 15-n-RCP EX DROP INLET TOP =4882' .? •: INV. IN=482.3' NV. OUT=481.3' 7`- - `- EX JBOX `LEVEL LANDING AREA YPE C-12 RAMP(SEE DETAILS) LEVEL LANDING AREA 81 Know what's below Call before you dig dial 811 {S.x66 U_) Wo\'60a 65-B1 • i5.68 b•. t•p, 0d B & aru_¢$ as_6FP.. /�:t^' �00:10 �.��9.g 4• rJl \V/ /i/ W.66C166C \�IFr'OG y ry U gal f 8 J e5'00 ^ �B 05816{ brodkz y a5-W P%113G 0 0581.01 6B1 0, s 6594/.BfiB 'tCi i51, C °•f '�B a .yOO O'oop c �. 45.39P6B 9�"b,'l y tl-109 •��A 938101.°A 4K e-Sp, o a "e5 A J,eP HNc {S9)P Ojaa a n 5 F [a �)9q 65-95 -*U4br..k u� as- r as 4 a 9 'R1J. ? iv oy� 0 l vV, 6 HIIbP uc'�4 r �� ly APO e` p. n �xB Y 9 �1 a o° '• SF�ybIU/I / <woa e4 y` ? ,J P •l O" 95 St0 0/p •fi GF FG A:' , 105 yL a]DV M1B1,M1Oj 0° 6FF:J M1v )6Nlllp1 ra 1.H1 N'� .IVY 9• P c h i LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Greg DeBacker Contact: Justin Hendley Phone: (706) 548-1151 Tel. (404) 219-8331 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987 -00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: SO -feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. PARKING DATA Parking Required: Requirement: One (1) space per each one hundred (100) square feet of retail sales area for the first five thousand (5,000) square feet and one (1) space per each two hundred (200J square feet of retails area above five thousand (5,000) square feet. For purposes of this paragraph, 'retail sales area'shall be deemed to be (1) eighty (80) percent of the gross floor area; or (2) at the request of the applicant, the actual retail sales f oor area as shown on floor plans submitted by the applicant delineating the actual retail sales area, which plans shall be binding as to the maximum retail sales area used. Retail Sales Area = 2,715 Square Feet (21' 8" x 125' 4") Required Parking = 27 Parking Spaces Required (2,715 / 100) Provided Parking = 29 Parking Spaces Provided Handicap Parking = 2 Provided (2 Required) SITE DATA Site Information: Total Tract Area = 45,787 sf 1.05 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 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 WatkinsvIDe, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengmeermg.net z Q Z I- IY LULU J z 5N LU LU O O 0 /L L LL O O W C=J >LU J W Z LU J �} V = 0 O O O W N V 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: SITE PLAN SHEET NUMBER: 3 PROJECT NUMBER: 19016W4D DATE: 02/12/20 mm 0 0 p. FA If------ -----I I I —10.0' 14x42 TWO COLUMN fv O 26x56 SIX COLUMN 1 f--- - ------ I I I I I I I I I I I I IIIII I I I PROPOSED CARWASH 45231 S. F. F.F.E. = 492.00 — — — — — — — — — — — 30' BUILDING SETBACK —pHP OHP— —our UHH 1 _,. - 10' PARKING SETBACK — 1 OHP— — =pw= pHP— — uts y85 72 I I -- -- -- -- -- --�- I 1 1 d I I 1 ° 4 1 - el I P° r 11 fa ln,I II °�dl�I ° da — - BUILDING SETBACK— — — Im 14—b 3 a° �1 I 'I 10.0'1 4. � �A II l a°I1/1 ° dLU 11 a °1 1 Yy111 I e N Jh d to °. I i °I d l 8°06' 15" L= 140.14' 14x66 THREE o 1 h I '4 1 R= 990.77' COLUMN r In I I C. = 140.02' ? 14 °. C.B. = S59024'42"E �14. II oI ^°d — � a —EXISTING UTILITY EASEMENT DB 985/717 AND DB 985 72 / 2 --� I iml ° �.I d I ° d $! �< II Ia� ° a4 is I a. I I Id.a r fl j a °L I 1dI alja° _ I I I° 7 fi13 `Id ° r------------- EX 1-5„-- R C P EX DROP INLET TOP =488.2' INV. INV. IN =482.3 OUT =481 — — 1 % i d EXISTING DRAINAGE EASEMENT / ; / N�. (%'.,Y d pHP pHP pHP pHy / pHP pXP XP p 0 pHP pHP pHP �14` i 0 X i j9C .f' E UCE — i1, -- 81 Know what's below Call before you dig dial 811 0 m EM1^4 mg n BDO a5 NA d5 B6 n 111 a58 1 OBo n-n B n109 `J� as xBA la a-1° ,P nse]- - a�' OyP y°P vB n 9]< A9nar HNt o^ Ld t 3 as v n.ea ti rrb y""' L° �SWadb ok Vla G rE5 3iY O`' J 0 A �+4 Y rx•O, 9 U 9�0 � k r*,/ / I (�q•>j. C. �,�/ F� P U a3.9aB ,9 •9 � 4/r /b/". L•a o6 nc fl b`s° a v� 0"�hY tl '� y^ - fie ai�5 sl 1a -1p ri 1(FR 3 bs f nM1� � 1lllD a //U�iry' +s /s's � (� L a sa6 °�SOiY�S 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 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net z Qa .J z W w J Z 5 J WLU 0 �O L 0 O W >LU J W z W 0 U J J W Q _ CY 0 W N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: SITE PLAN CANOPY DETAIL SHEET NUMBER: 3.1 PROJECT NUMBER: 19016W4D DATE: 02/12/20 505.00 500.00 495.00 490.00 485.00 480.00 0-20 O O + O ZH 3z Q J J Z W t9 Q 03 + `­1 O Q Z n IWz 3 J Q J W Z Q W3 FINIS ED GRADE EXISTING GRADE i N C NNECTTO EXI TING ' LOWER EXISTING WATER AIN WATER LINE TO MEET MINIMUM ACSA COVER FROM ESTABLISHED WATER MAI FIN SHED TOP OF GRADE TO PIPE 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 GAL 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 Unaerbody Spray #1 4.8 2.4 Bads 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 1 4.51 2 Total 43 17.75 Total 81.8 53.7 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 63750 62.85 63,750 gallons per month / 30 = 2,125 gallons per day k I / I I I II S ' I I I III I � I IN I I wW I I I V)m I I No �Z CD I I I I I Z L1 I 00 I I XM PK BAIL D I wo== -- I I ,I I i /I I I I I/I a I I I I I I O HILL, LLC, I / 'HAL PROPERTIES TM# 04500-00-00-094AO I jV I DB 4134, PG 199 ZONING: PD-SC I �ry PRESENT USE: SHOPPING CENTER I I � 1 / I EXISTING I SANITARY EASEMENT / DB 985/717 AND DB985/722 I I I r' • PROPOSED PIPE No. 3 89 LF.`18"0HOPE I / I ��/ • SLOPE = 1.0% • PROPOSED I / I • GRATE INLET A-2 I =/ • RIM: 489.50 I p • I I R I I I ,r� I h / I EX INV. OUT WITH FLARED ---- END SECTION=470.4' /� I Z„ = i i I � � � a Cp STORMWATER EASEMENT �� I a DB 985 717 AND E 985 7EX / / I 1 / EX SSMH I TOP=488.5'\ IE = 484.8' / _ PROPOSED PIPE No.4 J _ 44 L.F.`18' 0HDPE SLOPE - 1.0% J PROPOSED CONNECTION INTO EXISTING SANITARY SEWER 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 J RIME No. 6 J PROPOSED PIPE No. 6 6 LF.`18"0HDPE / SLOPE T/ EXISTING GRATED DROP INLET TO O BE BE J REPLACED WITH A JUNCTION BOX TOP=486.25 EXISTING FL IN (W) = 475.80 ROP � �� - TOP - Y 7S' 6. INV. OUT=474.1' _ _ -- S24' 1 6"W EX GRATED DROP INLET TOP=484.3' INV. IN=475.8' INV. OUT=475.7' EX MANAGED SLOPE AREA. GRATED /DROP INLET TOP 8.7' INV. 0 T=479.5' I I I G3Y REFER TO DETAILS PROPOSED GRATE INLET A-3 RIM: 491.00 GAL. Yr i I I EXIS NG SI EASEMENT a D 985/717 A p I l B98572 lower end sta. CLOSEST EXISTING FIRE HYDRANT I I I I APPROXIMATELY 200' FROM THE i I PROPOSED BUILDING. ACCESSIBLE FROM THE PARKING LOT. r-- I I I I 30' BUILDING SETBACK I U l I Will �D�a ;i -- zl I II I D I I� II l ­==y ❑ C=� 11 I l Ito l l r-- PROPOSED PIPE No. 2 I (-- jti 66 L.F.`18"0HOPE imp SLOPE =1.0% IZ PROPOSED C_ GRATE INL -4 RIM.491. I I 6" C.O. I 2,000 GAL. 2,000 AL •u I l l ' _ a �r I _2" CONDUIT i X l l l /I l Is� RIO HILL CENTER - II 750 GAL. OIL AND WATER SEPARATOR (SEE DETAIL) DPOSED PIPE No. 1 PROPOSED CARWASH 52 LF. 18"pHDPE SLOPE = 1.0% 4,231 S.F. PROPOSED F.F.E. = 492.00 CURB INLET A-5 RIM: 490.70 30 BUILDING SETBACK a"3ir- -�-.s.�.sr-s-nN-•r.ti 6"C.O. 6"0PVC -SLOPE I%MIN. `"' EXISTING GSS-aEE J DRAINAGE PROPOSED GAS LINE EASEMENT � 09851/1pEXE- iP OHPOHP OHP ( OHP OXP- 1 PARKING SETBACK_ �Y6i SAMPLE MANHOLEEX F. (SEE DETAILS) F - - T- 2147 EX MANHOLE NOT 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 LOWERED WATER LINE TO BE A MINIMUM OF 10' FROM PROPOSED iTREET TREES. SEE LANDSCAPE PLAN FOR LOCATION OF TREES LOWER EXISTING WATER LINE MEET MINIMUM ACSA COVER OF: SURED FROM ESTABLISHED FINISF 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 legln sta. 0+00 EXISTING UTILITY EASEMENT DB 985/717 AND DB 985/722 WATER LINE RELOCATION TO BE WITHIN EXISTING EASEMENT EXISTING WATER METER TO BE I� UTILIZED FOR IRRIGATION NX Q 2" DOMESTIC WATER SERVICE -----EX 157RCP-------------- EX DROP INLET TOP=488.2' INV. IN=482.3' INV. OUT=481.3' PROPOSED 2" WATER TAP 1.5" DOMESTIC WATER METER WITH RPZ BACKFLOW PREVENTER OxP :E---y°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 B1 ( 45 -• i5.68 X r' t"l, pd 5°,.� °W"pN �Jl � y W.66C166C �.j F� t1,41 Ill t5-W fi5113G 0 0581.01 681 n, { s 6594q B6B 45.60 P"\ (\\ ts.39g6° R,y,rr•l y tl-1 °9 QUA 93810?.°q 4� a+5 A,., H., a n 5 as. F a RfJ°t 65-95 ,O V Nm er xd p ' Gc 6� 4 u.94 y 66. el p a AW &Z�b N is as- r as ° m 0 10 F"'' ' 6 OP p.t 7p5c St4'°� /p b/G�3L 14 W � -4, 31. a �r • 'cp nyu u Vnc 0 �g°' �`J Sb L `°�°� ft5 :, G° �brary Y t n 61 � iP QC.O3 fi yL " �]� ° B1 ,xop 6T k 1(- S 00, `• O° F ^tiP lY a" N11/e a T�ryj' 1.11.—°"e•'if,,pJ ,i4'F ilia sWFi °l5 LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Justin Hendley Contact: Greg DeBacker Phone: (706) 548-1151 Tel. (404)219-8331 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987 -00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: SO -feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. SITE PLAN NOTES • Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. • Visible light transmittance (VLT) shall not drop below 40%. Visible light reflectance (VLR) shall not exceed 30%. Retaining walls greater than 3 feet in height require a separate building permit. Walls exceeding 4 feet in height require a stamped engineering design. Walls require inspections as outlined in the USBC. • Accessible parking spaces and access isles shall not have a surface slope greater than 1:48. Access isles shall be at the same level as the parking space they serve. • ALL water lines, sewer lines, and fire lines form the main to the structure MUST have a visual inspection performed by the building department. • All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. • Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required if positive for such. Contact VDOLI for additional requirements and permits for demolition plan. • A knox box is required for the project structure and can be coordinated with the local fire marshals office. 8�Know what'sbelow Call before you dig dial 811 20' 10, 0 20' GRAPHIC SCALE SCALE 1" = 20' 40' 60' T CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3051 Mars HID Road, Suite 2000 WatkinsvIDe, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengmeering.net z Q Z CC WLU J z 5N w CL LU O F- CC - O w u LU J W z LU Q LU U J J LU 0 O CIC O O UJ N V 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: UTILITY PLAN SHEET NUMBER: 4 PROJECT NUMBER: 19016W4D DATE: 02/12/20 RETAINING WALL "Ar' WALL LOCATION STATION TOP OF WALL BOTTOM OF HEIGHT WALL (FEET) A-i 0+00 495.50 493.50 2.0 A-2 0+29 494.00 491.00 350 A-3 0+99 493.50 491.50 2.0 RETAINING WALL "B" WALL LOCATION STATION TOP OF WALL BOTTOM OF HEIGHT WALL (FEET) B-1 0+00 493.75 492.50 1.3 B-2 o+18 1 494.90 1 492.50 1 2.4 B-3 0+34 1 495.50 1 494.00 1 1.5 RETAINING WALL "C" WALL LOCATION STATION TOP OF WALL BOTTOM OF HEIGHT WALL (FEET) C-1 0+00 491.00 490.00 190 C-2 o+18 491.00 489.00 2.0 C-3 0+40 491.00 489.00 2.0 C-4 o+65 491.00 490.00 190 BOTTOM OF WALL EQUALS FINISHED GRADE EX INV. OUT WITH FLARED END SECTION=470.4' L_ i O I ®a ® I � r S ® I e ® x a I � I � I t I EX MANAGED SLOPE AREA. I I f I 1 i --498- ______ __----_-_--- ----495----_- ----, ® a ® I -------494----------i------------------ GRATES RCfP,<ET-------- -- ---- -\ -` ® I \\ / --kdl-- -GEf-- TOP � /--------------- - - - - - - - -- --- PK NAIL D -----__ - -r_ -' _ ' e4 a-3 / IE _ 2 8 C3� 495 Q A-1 A-2 / / A-3 / A 9_a 30'/ BUILDING SE�CK \ I--Tt---- - \ I I 1 I 11 I '� J-f __- -/ - -F- / BENCaMA�ICI SET', 11 I I II I Illrl - ---i - / .F - -7 t - m 9� MAG NAIL 1i#,,-+91.17 p � 11P�B II p II CO II til 4' 11 1 I I I I\ \ I \493 _ - -I l I 493.00 -T D� I `\ `� I I I 1 1 1 1 I o_ `l �� SCT RIO HILL, LLC, I I I I I 1 1 1 1 C/O ROSENTHAL PROF 0,II II I I 1 1 I 1 1 11 p 11 \y TM# 04500-00-00-094A0 1 1 I 11 I I I' h / 1 1 1 11 _ \ " 'g \ \\ 9 4 3/ DB4134,PG199 II I 11 11 I II II 1 I 1 I \I -� ZONING: PD-SC 1 11 1 1 1 1 1 1 1 PRESENT USE: SHOPPING CEN�T�RI II I I 1 I 1 11 I N -====D0 D 0c--- II i I II II II i j I% /0 J 492 ---___= -- \ 492 g„CONDUIT L---- I I I I I I I I /// I I II - -- --�-J \1 PROPOSED i PROPOSED PIPE No.2 GRATE INLET A-3 I I I I I III - I N • \\ \ , 4/91.40 in± 66 L.F. = 18" O HOPE RIM: 491.00 nSLOPE I II y1I 3 V ac�1 I - • Io PROPOSED PROPOSED PIPE No. 3 I I I I k U • \\+ 11 �// �C GRATE INL - - - J 89 LF.-18"0HOPE I I I I I I/ I mQ _ h I� _ RIM: 491. I` SLOPE =1.0% I I I I �� •� j PROPOSED I 49 • 490. GRATE INLET A-2 - •� RIM: 489.50/ / / / / / I /I I I I J' O • \---------- BR 491.40 490 --- --- \\ I 491.40��9qi�I I C-4,1 491.39 TR 491.90 2" CONDUIT w I I I TR 491 Y 490\ \I -`�/`,S/_'• J \ OPOSED PIPE No. 0.50 PROPOSEDCARWASH®Z8C' 52LF. 18" 0 HOPE ,l\\` I a SLOPE=1.0%C PROPOSED EX-SSMF� / 7\- I F.F.E. = 492,00 \ \CURB INLET A-5 RIM: 4.90.70 ��-- TOP =a185.5'�/ I _ -\ \ - \� - - - Er- 1- - - - - 30 BUILDING SETBACK Z-2mm-MMMS;R _ OHP OHP OXP OH OHP , \ 1�PARKING SETBACK- 487.50 / PROPOSED PIPE No.4 ---� - ` �IAW OHT_'P485---- - _ - \\ -f->--------------------- - \' ------------ ----_----------_ MANHOLE N _ _ / \---_21#•9 ®EX 44 LF.-18"OHDIRE �-- -- - __g24' 1 ' 6' - - - -- / /-----_ -- ®FOUN� 487.50 - ---__- i 6.\ PROPOSED JUNCTION BOX A-1 --- --_------ r---ucr-- uc.---uc*-- PROPOSED PIPE No. S ' 5 LF.-18"O HDPE ® / SLOPE - 1.0% --- EXISTING STORM DROP INLET A-0. LEAVE --- ----------------- EX D OP INLET EXISTING STRUCTURE IN PLACE AND ADJUST RIM VERTICALLY TO MATCH FINISH GRADE. EX GRATED DROP INLET EX GAS LINE -' TOP W487.1' RIM =487.50 TOP=484.3' INV. ®UT (15" RCP) =481.4' EXISTING FL IN ISE)=475.30 INV. IN=475.8' PROPOSED FL IN(N)-482.00 INV. OUT =475.7 PROPOSED GRATE INLETA-6 U.S. ROUTE 29 (SEL) RIM = 486.5 PROPOSED PIPE N0.6 SEMINOLE TRAIL 6 L.F.`18"HOPE SLOPE = 2.0% EXISTING GRATED DROP INLETTO BE (VARIABLE WIDTH REPLACED WITH A JUNCTION BOX TOP=486.25 EXISTING FL IN (W) = 475.80 it PROPOSED FL IN (S) = 482.13 e ■ 17 1 - BR L/13 411A 1104 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 0 Q) ct Q t ` rrw EX 15" RCP EX DROP INLET TOP=488.2' INV. IN=482.3' INV. OUT=481.3' E- {3.]66 U-) WOo\'00a 63-B1 • i5.08 X B' t"l, pd Bygl,pN �Jl � y 65.60C168C . \�F�'0' a, 8 /GS'0� ^ •�B OSBtO{9-.'prodk-p/j 'y 051 ; Qe q, • 0°�0°"ry 'y" a5-11] _ ay-06 63113G °P m 058101 681 °, a s 9394q B6B 995.00 45.39g60 R,y,Bp•ly tl-1 °9 QUA 93810?.Oq 4� a+5V61,9Y A,., H,Rc Rf.J°4 63-95 ,O Nm BfiLRd 40�FI-.. a5cSt-_ v u.99 y � (; � � p a Aµ &Z36 � °N +s6�'o° 41, °a Wlllp Ty`` vb r LTD m��\�-i P� d�a §t y•J oU . Gvepr.o, 9 y G° G �vr^ l; Y <5-96B kk ^^0 ykp. � �.G �b�ryp Y 4='61 iP QC.O3fi , .7, °� o n F ..` B11m 1(FRS. pop B• p° F "tiV )N11/p a T��' LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Greg DeBacker Contact: Justin Hendley Phone: (706) 548-1151 Tel. (404) 219-8331 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987 -00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: SO -feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. 8�Know what's below Call before you dig dial 811 20' 10, 0 20' 40' GRAPHIC SCALE SCALE 1" = 20' T CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengmeerug.net z .J Q Z Ww J z 5J LU LU O O K /L L LL O 0 W C=J >LU J W Z LU J W O _ CY O O W N v i PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: 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 S G THIS SITE I WOODED WITH AN EXISTING BUILDING AND PARKING LOT. THE S 00 PROPERTY SLOPES TO THE SOUTH-WEST AND LEAVES THE SITE THROUGH 2 STORMWATER PIPES ON BOTH THE NORTHERN AND SOUTHER PORTION OF THE PROPERTY. THE STORMWATER DRAINS TO A NEIGHBORING DETENTION POND ADJACENT PROPERTY THE PROJECT IS ADJACENT TO A SHARED DETENTION POND TO THE WEST AND WOODBROOK DRIVE TO THE EAST. RIO HILL CENTER IS LOCATED TO THE NORTH AND HWY 29 (SEMINOLE TRAIL) TO THE SOUTH. OFF SITE AREAS THERE IS NO OFF SITE LAND DISTURBANCE PROPOSED SOILS THE USDA WEB SOIL SURVEY OF THE SUBJECT PROPERTY IDENTIFIES THE SOIL TYPE AS ELIOAK AND GLENELG SOILS WHICH HAVE A LOAM TEXTURE AND AN ERODIBILITY FACTOR OF 0.28 THERE ARE NO CRITICAL AREAS ON THE SITE TAPE INSTALLED TO PROTECT TREE SAVE AREA ANY CLEARING OR DISTURBANCE WILL REQUIRE THE REPLACEMENT OF VEGETATION AND LANDSCAPE PLAN AND BOND. EROSION AND SEDIMENT CONTROL MEASURES CONSTRUCTION ENTRANCE (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 0 S G/ S 0 S G PROVIDED NDISTURBED IL AT TAND FILL SLOPES SIDES OF SEDIMENT TRAPS 0 0SO CU 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 FLATAREAS. IN ALL SEEDING OPERATIONS SEED FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING MAINTENANCE OF ESE MEASURES EROSION I N 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 f lac = 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 0.2SO = 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 NOTADVERSELY 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 RAINFALLTO INSURE THATALL DEVICES ARE IN PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR ESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED, AND REMULCHED. Minimum Standards -All Minimum Standards must be addressed YES MS-1 Have temporary and permanent stabilization been addressed in the narrative? YES Are practices shown on the plan? YES Temporary and permanent seed specifications? YES Lime and Fertilizer? YES Mulching? YES Blankets/Maffing? YES PavemenVConstrucion Road Stabilization? YES MS-2 Has stabilization of soil stockpiles, borrow areas, and disposal areas been addressed in the narrative and on the plan? YES Have sediment trapping measures been provided? YES MS-3 Has the establishment and maintenance of permanent vegetative stabilization been addressed? YES MS-4 Does the plan specifically state that sediment -trapping facilities shall be constructed as a first step in land -disturbing activities? YES MS-5 Does the plan specifically state that stabilization of earthen structures is required immediately after installation? Is this noted for each measure on the plan? YES MS-6 Are sediment traps and sediment basins specified where needed and designed to standard and specification? YES MS-7 Have the design and tempomry/permanent stabilization of cut and fill slopes been adequately addressed? Is Surface Roughening provided for slopes steeper than 3:1? YES MS-8 Have adequate temporary or permanent conveyances (paved flumes, channels, slope drains) been provided for concentrated stormwater runoff on cut and fill slopes? YES MS-9 Has water seeping from a slope face been addressed (e.g., subsurface drains)? YES MS-10 Is adequate inlet protection provided for all operational stonn drain and culvert inlets? YES MS-11 Are adequate outlet protection and/or channel linings provided for all stormwater conveyance channels and receiving channels? Is there a schedule indicating: YES Dimensions of the outlet protection? Lining? Size of riprap? YES Cross section and slope of the channels? Type of lining? Size of riprap, if used? YES MS-12 Are in -stream protection measures required so that channel impacts are minimized? YES MS-13 Are temporary stream crossings of non -erodible material required where applicable? YES MS-14 Are all applicable federal, state and local regulations pertaining to working in or crossing live watercourses being followed? YES MS-15 Has immediate restabilization of areas subject to in -stream construction (bed and banks) been adequately addressed? YES MS-16 Have disturbances from underground utility line installations been addressed? YES No more than 500 linear feet of trench open at one time? YES Effluent from dewatering filtered or passed through a sediment -tapping device? YES Proper backfill, compaction, and restabilization? YES MS-17 Is the transport of soil and mud onto public roadways property controlled? (i.e., Construction Entrances, wash racks, transport of sediment to a trapping facility, cleaning of roadways at the end of each day, no washing before sweeping and shoveling YES MS-18 Has the removal of temporary practices been addressed? YES Have the removal of accumulated sediment and the final stabilization of the resulting disturbed areas been addressed? YES MS-19 Are properties and waterways downstream from development adequately protected from sediment deposition, erosion, and damage due to increases in volume, velocity and peak flow rate of stormwater runoff? Have adequate channels been provided on -site? Mapping Unit Soil Name Texture Structure Eroo lily (k) Permeability (in/hr) 27B Elioak loam Loam Granular o xx x.00 27C Elioak loam Loam Granular 0.xx x.00 28C3 Elioak clay loam Clay loam Granular 0.xx x.00 34C Gleneig loam Loam Granular 0.xx x.00 ACTIVITY SCHEDULE: TASK DESCRIPTION: MONTHS 2020 J_ K Y Z F n 0 W e0 w ~a INSPECT AND MAINTAIN ALL EROSION CONTROL BMP X X Ix X X X CONSTRUCTION EXIT AND PERIMETER SILT FENCE X TEMPORARY SEDIMENT STORAGE FACILITIES X X CLEARING & GRUBBING / DEMO X X ROUGH GRADING X X TEMPORARY STABILIZATION GRASSING X X X X CURB AND GUTTER X X X FINAL GRADING X X X X PAVING X X FINAL STABILIZATION X X START DATE: April 01, 2020 PHASE DISTURBEDAREA DISTURBEDAREA I �c rDs MU THE CONSTRUCTION ENTRANCE MUST BE \\ _ CONSTRUCTED AS WIDE \ \ AS THE PROPOSED \ \\ PERMANENT ENTRANCENA p'/\\ \\ \\I SETTLING AREA FOR �b914N.,x4 • r \ D WASH RACK OC3 I \\ \\ \\ \\ \\ 11 1 I 1 11 1 1 11 II II II \ SII I a !I cc 11 cis LAP m 1 1 �dj PIN€ SCT RIO HILL, LLC, 11 1 1 tl 1 1 1 1 II I 11 I, t I C/O ROSENTHAL PROPERTIESI 11 1 tl I I I1 II 11 j I \aI TM# 04500-00-00-094A0 DZONING: PDSC 1 I 1 I 11 1 I \ I I II I I I I I 11 � N Ilg PRESENT USE: SHOPPING CEWl I I II 11 1, 1 tl I t 1 \ — Ililiiliill i I I I l I l l l l i l I! I I I I I I I I I I I I I I I I I I' II \\\\ \ I I I I j I I , II II I I I I I I I I I I k 0 II I I A EXISTING LIGHT POLE BE REMOVED. I I 1, ST G G 0 0 0 I I I I I 1 I I I I REMOVE LINES AS NECESSARY I I I (TYPICAL) I DISTURBED AREA y EX INV. OUT WITH FLARED // / / / // // /• / / END SECTION=470.4' `Sq \' I SF / /1.5" ZEL 0 aHP OHP NNP NHP OHPC -------- _ ��E7FDR�YPoL�T• DISTURBEDAREA 11 TOP=486.1' — — — — =--------- pc INV.IN=475.3' — __ SF EXISTING LANDSCAPE TO BE REMOVED (TYPICAL) EXISTING SIDEWALK TO BE REMOVED (TYPICAL) END: September 31, 2020 EROSION AND SEDIMENT CONTROL DEVICES: PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTRUBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROS ION AND SEDIMENT CONTROLHANDBOOK. EROSION AND SEDIMENT CONTROL MAINTENANCE: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL TO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR REPLACED. AFTER COMPLETION OF THE PROJECT, AND PERMANENT SEEDING HAS BEEN ESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED AND REMULCHED. MANAGEDEX SLOPE 1� •• DISTURBEDAkEA a 11P ' . • •.III ' Jhi�ll t� _.,... _ r� rlL,hlri/J,���' I N / �r oil IRS all '%I // '•��rriiTiiiiii_:i= _._____ I/ �i/ � Irl 80110 /I a III i I /r I / I i .,� i I SF DISTURBED 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. i .. XISTING 1" WATER METER TO REMAIN — i o r i I v •I / r• I / / / r. r I / 0 op ilo 1—ST. BRICK i 111I Iii�ll 1�i4��I( • • 5 ��I I/•:�� �/11. �1�Itr WWOOD ' ire, ET 1 P - _ --------�_ - _ -- - - - --- - S2 ' �! 19' 26-W-------- // — — ---- Y y> ------------- _ o EX DROP INLET EX GRATED DROP INLET FX ,,^,AS 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) • L EXISTING UNDERGROUND GAS LINE TO BE ® SEMINOLE TRAIL REMOVED. ® (VARIABLE WID TH) e SF /—aB _EX JBOX EXISTING SIGN AND LANDSCAPE. DEMOLISH AND REMOVE (DISPOSE OF IN AN APPROVED LANDFILL) 'e27Us ,*B PI 0tid' W0•\✓-8RP 43-B1 fl �jlB. W.66Cl6nC � /F 9'0G'q qy-q6 P5113G "P m 0581.°1 681 °, a ? asaonafe 45.6e as.xanBe ,P'e 91/y u-16s '�'P qn +SeS-ov°P a�'a �sogrie {S9)P Agner HNc . ° °0'D; ma•i � R 9 e 45 n 9 T U G5 Rf.J•q 65-95 • 5, ,P Nm efi iRd ip 46�FI '.. 41., m {5-9•A , '1A9.,s o 45�S 0 oi��l - as. Ls 1, u5 14 pyJ o y U 'INNe°r.Or � 4 u�° o t.tfi (7 is G• f5 ;n aap� Bvuo wF;a � I�PRS _ °i59 F aG��°NlllZOrl �ryry�,.. L i ni3 6 sr o° _ /�x�y`�(S <eF1 f4 J✓✓�� 1x d d�P,�.... 61 LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Greg DeBacker Contact: Justin Hendley Phone: (706) 548-1151 Tel. (404) 219-8331 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987 -00007 and SDP 19100001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: SO -feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The Iocati n and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground d utilities not shown may beencountored. The owner, his employees, his consultants and his contractors shall hereby distinctly understand that tho surveyor is no t responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. EROSION CONTROL LEGEND DC DUSTCONTROL Op OUTLET PROTECTION MY DISTURBED AREA STABILIZATION (WITH MULCHING) SF SILT FENCE DIS(WITH STABILIZATIONBED AREA TEMPORARY SR SURFACE ROUGHENING DISSD (WITH STABILIZATIONBED AREA PERMANENT VEGETATION) ON) DD TEMPORARY DIVERSION DISTURBED AREA STABILIZATION p5 (WITH PERMANENT SEEDING) ST STEMPORARY EDIMENT TRAP CE CONSTRUCTION ENTRANCE Ip O STORM DRAIN INLET PROTECTION CONSTRUCTION ROAD CRS STABILIZATION Know what's below 8 Cal before you dig 9 dial 811 20' 10, 0 20' 40' GRAPHIC SCALE SCALE 1" = 20' M T CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net z Q Z ^J I— LU LU J z 5> LU ^ I..L LU H H 5 O O J LL O lY O w C=J > w J WLU z J J LU �} V = O cll O LU N I— L^ 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: 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 S G THIS SITE I WOODED WITH AN EXISTING BUILDING AND PARKING LOT. THE S 00 PROPERTY SLOPES TO THE SOUTH-WEST AND LEAVES THE SITE THROUGH 2 STORMWATER PIPES ON BOTH THE NORTHERN AND SOUTHER PORTION OF THE PROPERTY. THE STORMWATER DRAINS TO A NEIGHBORING DETENTION POND ADJACENT PROPERTY THE PROJECT IS ADJACENT TO A SHARED DETENTION POND TO THE WEST AND WOODBROOK DRIVE TO THE EAST. RIO HILL CENTER IS LOCATED TO THE NORTH AND HWY 29 (SEMINOLE TRAIL) TO THE SOUTH. OFF SITE AREAS THERE IS NO OFF SITE LAND DISTURBANCE PROPOSED SOILS THE USDA WEB SOIL SURVEY OF THE SUBJECT PROPERTY IDENTIFIES THE SOIL TYPE AS ELIOAK AND GLENELG SOILS WHICH HAVE A LOAM TEXTURE AND AN ERODIBILITY FACTOR OF 0.28 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 FLATAREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING MAINTENANCE OF ESC MEASURES EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY 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 f lac = 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 0.2SO = 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 NOTADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERTY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH EROSION AND SEDIMENT CONTROL DEVICES PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. EROSION AND SEDIMENT CONTROL MAINTENANCE THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALLTO INSURE THATALL DEVICES ARE IN PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR ESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED, AND REMULCHED. Minimum Standards -All Minimum Standards must be addressed YES MS-1 Have temporary and permanent stabilization been addressed in the narrative? YES Are practices shown on the plan? YES Temporary and permanent seed specifications? YES Lime and Fertilizer? YES Mulching? YES Blankets/Maffing? YES PavemenVConstrucion Road Stabilization? YES MS-2 Has stabilization of soil stockpiles, borrow areas, and disposal areas been addressed in the narrative and on the plan? YES Have sediment trapping measures been provided? YES MS-3 Has the establishment and maintenance of permanent vegetative stabilization been addressed? YES MS-4 Does the plan specifically state that sediment -trapping facilities shall be constructed as a first step in land -disturbing activities? YES MS-5 Does the plan specifically state that stabilization of earthen structures is required immediately after installation? Is this noted for each measure on the plan? YES MS-6 Are sediment traps and sediment basins specified where needed and designed to standard and specification? YES MS-7 Have the design and temporary/permanent stabilization of cut and fill slopes been adequately addressed? Is Surface Roughening provided for slopes steeper than 3:1? YES MS-8 Have adequate temporary or permanent conveyances (paved flumes, channels, slope drains) been provided for concentrated stormwater runoff on cut and fill slopes? YES MS-9 Has water seeping from a slope face been addressed (e.g., subsurface drains)? YES MS-10 Is adequate inlet protection provided for all operational stonn drain and culvert inlets? YES MS-11 Are adequate outlet protection and/or channel linings provided for all stormwater conveyance channels and receiving channels? Is there a schedule indicating: YES Dimensions of the outlet protection? Lining? Size of riprap? YES Cross section and slope of the channels? Type of lining? Size of riprap, if used? YES MS-12 Are in -stream protection measures required so that channel impacts are minimized? YES MS-13 Are temporary stream crossings of non -erodible material required where applicable? YES MS-14 Are all applicable federal, state and local regulations pertaining to working in or crossing live watercourses being followed? YES MS-15 Has immediate restabilization of areas subject to in -stream construction (bed and banks) been adequately addressed? YES MS-16 Have disturbances from underground utility line installations been addressed? YES No more than 500 linear feet of trench open at one time? YES Effluent from dewatering filtered or passed through a sediment -tapping device? YES Proper backfill, compaction, and restabilization? YES MS-17 Is the transport of soil and mud onto public roadways property controlled? (i.e., Construction Entrances, wash racks, transport of sediment to a trapping facility, cleaning of roadways at the end of each day, no washing before sweeping and shoveling YES MS-18 Has the removal of temporary practices been addressed? YES Have the removal of accumulated sediment and the final stabilization of the resulting disturbed areas been addressed? YES MS-19 Are properties and waterways downstream from development adequately protected from sediment deposition, erosion, and damage due to increases in volume, velocity and peak flow rate of stormwater runoff? Have adequate channels been provided on -site? Mapping Unit Soil Name Texture Structure Eroo lily (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_ K Y Z F n < W e0 w Go INSPECT AND MAINTAIN ALL EROSION CONTROL BMP X X Ix I X I 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 END: September 31, 2020 I I I q 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 EROS ION AND SEDIMENT CONTROLHANDBOOK. EROSION AND SEDIMENT CONTROL MAINTENANCE: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL TO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING AS REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES AS DEEP AS 9 INCHES, THE SILT IS TO BE REMOVED AND THE BARRIER REPAIRED OR REPLACED. AFTER COMPLETION OF THE PROJECT, AND PERMANENT SEEDING HAS BEEN ESTABLISHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED AND REMULCHED. I EX MANAGED SLOPE AREA. I I --498-- - - - - - - - DISTURBEDAREA I ��-- --- --496----------- - w I 495----- ------------- V I/ -----494- _ _ p-�/� L��1. 1-.CL-�I---{---------_,\\\ GRATE,Ei j/6P,tN- ------+tttJ-mitt-lrENTLLL_---- ----- TOP i7r ? I DISTURBEDA EA 1 / \\ / / i IP 17 1�_ PK NAIL D Ce - f ' ' _ lower water line G24 *0� ® \\\ \\ \I� 4�X ... i PS r II end sta. 1+21 ®8C3" iA TS / / A ,I LOW EREDWATERUNETOBEA \ \ \ \ \ \\ \ \ \\ 1 I I I 1 I Q I I I I 1 ,• / I / / I / MINIMUM OF 10' FROM PROPOSED q r I , / GD'� I SO / --P --T--I / STREETTREES. SEE LANDSCAPE PLAN <9� / / uull,, / FOR LOCATION OF TREES 1 - �' --'- 3' BOTLLQIN SETIMCK - - -F �- i / i -T-� / , T( / 11 1 I PS --- --- i / i i 9 1 BENCHIM K_\1�Sff,T ll 11 I 1 I 1 I 11 I I I, I -- 1 I it , CRS / �-r- t`, 1.. 1 MAG NML 1nr wY,,-+91 •� p II I 11 I V\ - / i I, (' � 7 B / - np/Ii ( /l,• LOWER EXISTING WATER LINE TO A 0p W 1 I O I \ / I �'� \ \ ,6 k 1 MEET MINIMUM ACSA COVER OF 3.5' II o II II y LP q' 11 I I I 1 �493 -y -1 / , \\ / , I D e 11 \ \\- -_\ 8p y9 MEASURED FROM ESTABLISHED FINISHED 7 I i \ 9R u5S I F GRADE TO THE TOP OF PIPE SCT RIO HILL, LLCr / C/O ROSENTHAL PROPERTIES , y y I TM# 04500-00-00-094A0 11 I I II I II 1 11 II A ll II I N h s a / ' a / , I+ l i I\ - - ". °Imo" i g \ \ \ `\\ 9R\ \ t I\ \ / 4 .fit DB 4134,PG 199 1 i II I 11 1 I I 1011 I 1 I \ vol 49p-� ���\`\ \ ZONING: PD-SC q I I I I I I I 1 1 Nla _ PRESENT USE: SHOPPING CEflT�Rl I I 1 1 I I 1 I N I II _-_ _I\,-- I II I I I II 1 II---1. �y0C�e it \ \\�\I\ _ �_/ °./• 1 l l l l l l i l l o III - II \ 7\`- _ I LA= 8'06'15" i I I l I I l----�-ll \ _-__--�N-L= 140.14' 492 492 R= 990.77' C. = 140.02' DC C.B. S59 24 4 2 E SI ISO lower water lineS I P begin sta. 0+00 `i i l II TS MU 1 In G 1' . I iL 10 05 IP L'---J A�•` I P 491 n • �1 m }r . :I DISTURBED AREA // / // / I I J • 1 21 O O O ©-O I ov3� dam. 0 490 EX INV. OUT WITH FLARED // j j / // / /,,o / / j --- - f �, - •° T_ r END SECTION=470.4' /v / / / / / / / ^ I SO +/ 1 YI h' •' �__Y CONDUIT._ i 1 .I . • I147) A wiz N � Q I / yl I g�` o�- \\ i IIP PS ¢F ' 0 490 /I A -' .I _k ,PROPOSED CAR ASH � �� � I�iu =_---EX -- R---------------- \1 \\ CP 45231 SFi -- �/ / / 7 \ F.F.E. = 492 00 \ S C EX DROP INLET / \ , i { TOP=488.2' TOP / I \ - -� --__-- I ! - :.�.•., INV. IN=482.3' � , / �•�?•° INV. OUT=481.3' g11lLDl E K ensJ 2,r 1�.1 1 ` 1 ' 491 490 cos cos �� cos-490 _ -'?g�489 .1h z. 1 SF 488 3:1 SLOPE - - 488_ Le %/:,•,� - X pp oHv oHP ow Ss HH 1 oHv off 87 o"v HHP -..Hv AAF a A "Hv B $6 1PARKING SETBACK y .•r i _------- � ,pCq� aBB---a6B DISTURBEDAREA 1 - --V in - r _ _ p_,u-=; 4 = .� _ EX JBOX -2,1.4 a..EX MAN�I OLE NQfi\ -------- - S24' 19 26"W`- _ S� -- DISTURBED AREA ____ - ------ EX DROP INLET EX GRATED DROP INLET FX NAS I INF TOP=487.1' �N1'Po°�®� TOP=484.3' INV. OUT (15" RCP)=481.4' eG%B- INV. IN-475.8' ® I®4 w• INV. OUT=475.7' U.S. ROUTE 29 (SBL) ® SEMINOLE TRAIL (VARIABLE WIDTH) ® ® TRUE NORTH {S.x6alU-)_ W0<✓-8RP 43-B1 fl �jlB. W.66Cl6nC � /F 9'0G'q aXN V �B"�M1°ry4 °y B�� N g I °re° qy-q6 P5113G °P m P581P1 OB1 °, a ? asaonafe 45.6e as.xanBe ,P'e 91/y u-16s '�'P qn +SeS-ovoP a�'a �sogrie {S9)P Agner HNc . ° °0'D; ma•i � R 9 e 45 n 9 T U G5 Rf.Jeq 65-95 '� 5. ,P Nm efi iR! ip 4 6�FI Ls 1, us 14 pyJ o y U 'I'rNenr.Or � 4 u�° o t.tfi (7 is G• f5 ;n aap� Bvuo wF;a � I�PRS _ °i59 F aG��°NlllZOrl �ry�,.. L .026 sr o° _ /�x�y`�(S <eF1 f4 J✓✓�� 1x d dP, LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Greg DeBacker Contact: Justin Hendley Phone: (706) 548-1151 Tel. (404) 219-8331 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987 -00007 and SDP 19100001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area, Entrance Corridor, and Managed Steep Slopes.) Setbacks: Building: 30-feet min Parking: SO -feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey by Hurt & Proffitt dated April 30, 2019. Phone (434) 847-7796 Contour interval is 1 Feet (NAVD 88) F.E.M.A. Flood Insurance Rate Map No. 51003C 0278D, dated February 02, 2006 indicates that this property is located in "Zone X". The underground utilities shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor nor engineer warrants that the underground utilities shown are in the exact location indicated. The surveyor nor engineer has physically located all the underground utilities. It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location of existing underground utilities and structures related to underground utilities is shown heron. There is no certainty of the accuracy of this information and it shall be considered in that light by those using this drawing. The location and arrangement of underground utilities and structures related to underground utilities shown hereon may be inaccurate and utilities and structures related to underground utilities not shown may be encountered. The owner, his employees, ogees, his consultants and his contractors shall hereby distinctly understand that the surveyor is not responsible for the correctness or sufficiency of this information regarding the underground utilities and structures related to underground utilities shown hereon. EROSION CONTROL LEGEND DC DUSTCONTROL Op OUTLET PROTECTION MY DISTURBED AREA STABILIZATION (WITH MULCHING) SF SILT FENCE O (WITH STABILIZATION TEMPORARY SR SURFACE ROUGHENING DISSD (WITH STABILIZATIONBED AREA PERMANENT VEGETATION) ON) DD TEMPORARY DIVERSION DISTURBED AREA STABILIZATION pS (WITH PERMANENT SEEDING) ST STEMPORARY EDIMENT TRAP CE CONSTRUCTION ENTRANCE Ip O STORM DRAIN INLET PROTECTION CONSTRUCTION ROAD CRS STABILIZATION Know what's below 8j] C a I I before you dig 9 dial 811 20' 10, 0 20' 40' GRAPHIC SCALE SCALE 1" = 20' T CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengmeering.net z J Q Z LULU J z �LU LU C LU O o 0 /L L LL O w O C=J > � J WLU z J J �} V LU = O Cl O LU N V 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EROSION CONTROL PLAN PHASE II SHEET NUMBER: 6.1 PROJECT NUMBER: 19016W4D DATE: 02/12/20 TABLE 3.35-A SODDING ORGANIC MULCH MATERIALS AND APPLICATION RATES WNwx»+...MwMMmwMiss nwm� rks r LAY SOD IN A STAGGERED PATTERN, BUTT THE STRIPS TIGHTLY AGAINST RATES: 'tP r ^ro'rm EACH SPOTHIES AND DD NOT MiJI CHES' Per Acre Per 1000 sq. ft. NOTES: N' Ryvml P , OVERLAP TROWEL HHARPENp w r H.V HANDY TOOL FOR TUCKING DOWN THE ENDS AND Straw or Hay lh - 2 tons 70 - 90 lbs. Free from weeds and coarse TRIMMING PIECES. (Minimum 2 matter. Must be anchored_ - TEMPORARY SEEDING PLANT MATERTAi c, SEEDING RATES, AND DATES tons f0[ Spread with mulch blower INCORRECTBUTTING AUTO - ENDS CAUSED THE THE A winter cover or b hand. MAl C S00 CURER MUST Y•R BE MATCHED CORRECTLY, Fiber Mulch Minimum 35 lbs. Do not use as mulch for CORRECT SEEDING RATE NORTHe SOUTH" PLANT 1500 lbs. winter cover or during hot, SPECIES 3n sn sus 2/15 5/1 9/I CHARACTERISTICS dry periods.* Apply as STANDARD SILT FENCE INSTALLATION Acre 1000 fl to to to m to to k !) d Pi /�/'f N O N F 4/30 8/IS 11/1 4/30 911 11115 Slll[Iy ! ^f �: i ! ) to "Y.� 'v' r U r r '•I. I j,.. 10' z z g OATS 3 bu. (up to 10016a., Z lbs. X - - X - - Use spring varieties (e.g_ Noble). Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" - I j •,`;" ) r' 4' :n j i sj i _ W+ z TABLE 3.39-A (Avma saliva) not less than 50 Ibs.) _ lengths. Air-dried. Do not w w w - RYEa 2 bu. (up to 110 lbs., 2.5 lbs. X - X X - X Use for late fall seeding., winter use in fine turf areas. Apply ! - I ' , O O -1 w 0 a it ADHESIVES USED FOR DUST CONTROL (ssecate � not less than 50 Ibs. aver. T°1a a e. `nla and 1. with mulch blower orb 1- o o � � o o � a moisture. 'Ais I ' ' ' ,-.I- Water Application hand. Y : ) I -III ll 1=II II 11'o U U p G U UGrsRMAN MB.IST 50 lbs. approx. I lb. - x - - X - Warm -season annual. Dies at first ''W+ urO STONE BACKFILL a W+ ¢ w ¢ �,frost. May be added to summer r Dilution Type of Rate sem a jgdiw Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- it Y u d = oc m xes.esiv (Adhesive: Water) Nozzle Gallons/Acre dried. Treat with 12 lbs d1 !ITER1 f h ANNUAL RYEGRASSe 60 lbs. 1'h lbs. X X X X May be added in mixes. Wi0 O 0 Q Q > Q Q Q > u ROLL SOD IFIRM TELY WATER TO A DEPTH MOW WHEN .THE SOD IS I-olium multi-tlorum) m°`°out of'°oaf sta°ds. nitrogen per ton. Do not CO TACT E FIRM OF 4" W NEEDED. 2-3 WEEKS. - W SILT FENCE BREAK DETAIL CONTACT N1TR THE $OIL WATER WELL AS SOON 2�i WEEKS, SET THE m WEEPING 151bs. 5'h oza. - X - - X - Warm-seasov percaial. May use m fine turf areas. Apply AS THE SOD IS LAID, MOWER HIGH (Y-7"). Z w v�i r�D �i o N t�D m o Anionic LOVEGRAss with mulch blower, chip bunch. Tolerates hot, dry slopes O Era rostin curwla and acid, infertile soils. May be Asphalt Emulsion 7:1 Coarse Spray 1,200 (-�— � ached a mixes. handler, or by hand. APPEARANCE OF GOOD SOD ,> ax m y rn ro n m m xoR1IAx 2516s. approx. 1'h x x - x x - warm season smash legume. Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air - Latex Emulsion 12.5:1 Fine Spray 235 LFSPELI the. or yds. dried. Do not use in fine Tolerates acid soils. May be ( `L aocdera sti ula 1 11 added In mixes. Resin in Water 4;1 Fine Spray 300 Shredded turf areas. Apply with GRASS DR GRASS GREENBLADES. Bark mulch blower, chip handler, GRASS SHOULD BE GREEN AND PL QF� a Northern Piedmont and Mountain region. See Plates 3.22-t and 3.22-2. HEALTHY, MOWED AT A 2'-3' CUTTING HE1GM. �T^ " or by bona. wil�� 61 Acrylic Emulsion Southern Piedmont and Coastal Plain. (Non -Traffic) 7:1 Coarse Spray 450 J May > a cover crop with spring seeding. — THATCH - MASS CLIPPINGS AND Z y DEAD LEAVES, UP TO IIZ' THICK. ME J TER~ May, be used as a cover crop with fall seeding. 'When fiber mulch is the only available mulch during periods when straw -- - - - X May be planted between these dates. M hound be used a 1 at a minimum rate of 2000 lbs. ac. or 45 lbs. 1000 s ft. S O RooT �nuF - $OIL AND ROOTS. ,Y1 PP Y / / q• sHDD D BE T SOL AN THICK. . o DAcrylic Emulsion TS May 11Q be planted between these dates. --- DENSE ROOT r FOR STHICK. M- Cl(Traffic) 3.5:1 Coarse Spray 350 �V GRAVEL CURB INLET SEDIMENT SILT FENCE DROP INLET FILTER PROTECTION 1992 3.31 2 X 4' WOOD FRAME Mulchin¢ DROP INLET WITH GRATE 1. Seedings ad fall for winter cover and.& Sp hot and edryxcept summer months shall T be mulched according to MULL red ad Stu. te Spec. 3.35, except that ahydromulches during � J� � FRAME (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. — — — — — — —� �- T MIN. 1J / ^i AreasRe­sewhit CARTER Areas which fail to establish vegetative rover adequate to prevent rill erosion will be re- /\ GATHER seeded as soon as such areas are identified. EXCESS ENGINEERING + U U AT CCORNERS�iO TABLE 33CONSULTANTS Albemarle County Design Standards Manual -Engineering "I£ ` PERSPECTIVE VIEWS ACCEPTABLE TEMPORARY SEEDING PLANT'MATERIALS GRAVEL FILTER ` • Carter Engineering Consultants, Inc. iz "QUICK REFERENCE FOR ALL REGIONS' 3651 Mars Hill Road, Suite 2000 RUNOFF WATER WIRE MESH STAKE y --_ Rate Watkinsville, GA 30677 d �- FILTERED WATER q planting Dates Specie(tbs./me) .a ... l9 FABRIC CONSTTRUCTIUN' P: 770.725.120 -7d o(MMI,Ns"-„ r - _ Sept. 1- Feb. 15 50150 Mix of ACCESS � - 3 SV-2A AS'HAL7 '01 F: 770.725.1204 - q JIII II r ws.� .= ---- _Aa �•:`n-' III c�,/' roRyegrws 2% ) /COLR F ?% ; L 1 �EXIS-ING wwwV.c /er ee P fn multi-iomm) PAVCMFNT 11 MIN. & 50- 100 Cereal (Winter) RyeIT (Secale caeale °SEDIMEMd 6• MN. 2 A AGGREGATE BASE a: \: � . ELEVATION OF STAKE AND Feb. 16 - Apr. 30 Annual Ryegrass 60-100 PR FIL CURB INLET CONCRETE GUTTER ,Z- FABRIC ORIENTATION DETAIL A (Lolium multi -flora < Q May 1- Aug 31 German Millet 50 -- 70' M N. J z STONE (Setaria italics) ^ U' S.TRUCiT1pN_„ _^ ASPHALT PAVED a••r I— FY SPECIFIC APPLICATION SPECIFIC APPLICATION CCIN � ACCESS F-v 'W4SH HA;; K � 5 THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE Source: Va. DSWC I t W 5 THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER EXIST f.;laaaaaaa WHERE PONDING IN FRONT OF THE STRUCTURE 1S NOT LIKELY TO CAUSE THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT 2% 2% I INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT PAVFVF `I LU '27, 12' • z AREAS. APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS M.N. ' P IN STREET OR HIGHWAY MEDIANS. In - 287 ^ • GRAVEL SHALL BE VDOT (J3, #357 OR 5 COARSE AGGREGATE. L.L POSITVE DRAINAGE O `MUS' EXTEND FLL:_ WIDTH L-0 O IY OF INGRESS AND EGRESS TO SEDIMENT L OPERATION TRAPPING DEVICE ^ O J = 4— LLJI..L U PLAN � 2 LU CONSTRUCTION OF A SILT FENCE STAIR STEPPING CUT SLOPES 1992 3.32 J W Z ., '. TABLE 3.32-D ]RAPPING RA ICJ LL1 2' VIV (WITHOUT WIRE SUPPORT) T SE�IM NT W U DEBRIS FROM SLOPE _ 2% IO PPING EDEVICE 1. SET THE STAKES. 2. EXCAVATE A 4' X 4" TRENCH ABOVE IS CAUGHT _ - _- _ STAKES. [---III ALONG THE LINE OF BY STEPS �I I I.I I I_ I L_ _ ��-I I---1 o I I T - SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA LU O S MAX. DRAd•'ACE Total Lbs. FILT[R CLO"li Per Acre SECTION A -A o Minimum Care Lawn O _ 175-2(p lbs. LU ('V I— _ r Commercial or Residential A IlwwBlml water tap of 1 itch nlu t be installed Witll a nwwutml l itch ballcock I —III —III —I CI I I _ �- f - Kentucky 31 or Turf -Type Tall Fescue 95-100% I �� m shutoffvah e suppl}vn - Improved Perennial Rerass 45% yg s awash hose with a diameter of 1.5 inches for adequate p �-�✓� I H % l� I� -^ 1 p g constant pressure. Wash water must be carried away fionn the ellh'ance to atn I FEE]- - Kentucky Bluegrass 0.5% ?LOW approved settlinlg area to ietuove seduuellt. All se(hiileiit shall be pfeN,eiite(i fioiii N Hieb-Maintenance lawn 200-2501bs. entelLla Stolen Ch'Ruts, Clutches Or Watercourses. — III III III:.I:I1II�' i^ ��-�••...--��.�-�'�-�rr� 4„ EACH LIFT OF THE FILL IS COMPACTED, BUT THE OUTER FACE - Kentucky 3lorTurf-Type Tall Fescue 100% PAVED WASH RACK II�I� OF THE SLOPE IS ALLOWED TO REMAIN LOOSE SO THAT THE PROJECT NAME: 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT ;.�( II- WATER, SOIL AND FFRRUROCKS, CLODS, ETC. REACH THE NATURAL ANGLE OF REPOSE. General Slope (3:1 or less) ZER - - I TO STAKES AND EXTEND THE EXCAVATED SOIL. _ I- ARE HELD BY STEPS - PLANTS - Kentucky 31 Fescue 1281bs. IT INTO THE TRENCH. I� III 111 I� I CAN BECOME ESTABLISHED ON - Red Top Grass 2 tbs. THE STEPS. FILL SLOPE TREATMENT - Seasonal Nurse Crop20lbs. W4 DEVELOPMENT 150lbs. CHARLOTTESVILLE, VIRGINIA Low -Maintenance SIMe (Steeper than 3,D l i � Kentucky 31 Fescue 108 lbs. }, GROOVING SLOPES �" IIII A ar Top J Pag c8of 23 Seasonal Nurse Crop 20lbs. SH EET TITLE: Crownvetch Op lbs, 150 lbs. _ IIII jF IPI I I \ - _ _ _ EROSION FLOW ITT— IIIIUse seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual Rye CONTROL DETAILS I j I j May 1st through August 15th ..................... Foxmil Millet C SHEET FLOW INSTALLATION I T >,1 Q rw' # August 16th through October ...................... Annual Rye (PERSPECTIVE VIEW).��- p'' •, % November through February 15[h ................... Winter Rye .. 0 `• Substitute Sericea lespedera for Crowmetch east of Farmville, Va. (May SHEET NUMBER: IIII I.— I .. Through September use hulled Sericea, all other periods, use unhulled Screen). If Flatpea is used in lieu of Crowrwetch, increase rate to 301bs./acre. All legume A I I B I A \\\ -"� _ _ \ seed must be properly inoculated. Weeping Lovegrm may be added to any slope DOZER TREADS CREATE - or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in I—II��II GROOVES PERPENDICULAR,. 6 mixes. \ 1 I I��I ^'� GROOVING IS CUTTING FURROWS TO THE SLOPE. ALONG THE CONTOUR OF A SLOPE. IRREGULARITIES IN THE SOIL JI=I _ - .. PROJECT NUMBER: POINTS A SHOULD BE HIGHER THAN POINT B. SURFACE CATCH RAINWATER AND -III=III—I .. �`.' III - 303 PROVIDE SOME COVERAGE OF LIME, � A � /I S F DRAINAGEWAY INSTALLATION (SR FERTILIZER AND SEED. 1(1"016 V V 4 (FRONT ELEVATION) TRACKING DATE: 02/12/20 98-1 LD-204 Stormwater Inlet LD204 STORMWATER INLET COMPUTATION SHEET Rev May 2016 FITE US 29 PROJ ARB-MI 85 DATE 17-Jan-20 SHEET 1 OF 1 Sag Inlets Only NLET Q y 4 ¢' Q V, a z 4a 5 U 6 QQ U 7 U N 8 i 2 9 U U 2 O 10 in U > O Y G: a U 11 n U OJ 0_ CD 12 t O w r0 W I- rn 13 O J r0f0 m O 03 14 O � m 15 � 16 C � 17 � 18 3 r0 19 rn a ¢ c W 20 $ + � nJ O 21 ice r� ; !D 22 y ; + 23 O In n W a d tL IL -• O U 24 tz ti w - O 66 U w d J 25 � 26 ro r 5 2fi a a W 27 O (1 U W W z 28 V W O � d' ¢ 29 30 31 C A g t 32 O vi Q0 W ¢ rn 33 0 z 1 w C_ H 2 2 H Z Al 3 A-2 DI-1 3 00.52.75 0.20 0.90 0.18 0.68 6.64 4.53 0.00 4.53 0.02 1.50 4.53 1.42 A-3 DI-1 3 01+44.00 0.30 0.85 0.26 0.50 6.64 3.33 0.00 3.33 0.02 1.50 3.33 2.25 A-4 DI-1 3 02+10.25 0.29 0.85 0.25 0.52 6.64 3.47 0.00 3.47 0.02 1.50 3.47 2.12 A-5 DI-3,4 6 02+62.75 0.29 0.95 0.28 0.28 6.64 1.83 0.00 1.83 0.02 0.05 4.27 1.50 0.35 O.OS 1.66 0.71 1.00 0.06 0.09 17.62 600 0.34 0.48 0.88 DOD 1.00 0.46 2.18 4.27 LD-347 July2000 STORM SEWER DESIGN COMPUTATIONS 1 Of 1 DOT Drainage Manul Appendix 913-2 LD-229 Storm Drain Design Computaions ROUTE: PROJARB-2019-85 COUNTY: ALBERMARLE DISTRICT: 4 DESCRIPTION: CAR WASH SHEET 1 OF 1 FROM POINT TO POINT AREA DRAIN "A" RUN- OFF COEF. CA INLET TIME RAIN FALL RUN- OFF Q INVERT ELEVATIONS LENGTH SLOPE DIA. CAPA- CITY VEL. FLOW TIME MINUTES REMARKS ACRES C INCRE- MENT ACCUM- ULATED MIN- UTES IN./HR. C.F.S. UPPER END LOWER END FT. FT./FT. IN. C.F.S. F.P.S. INCRHMENT CCLM..LATm (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (17) (17) (18) AEO A-1 0.00 0.00 0.00 0.71 5.0 6.64 4.71 480.65 480.26 7.75 0.05 18.00 4.71 2.67 D.oS 10.,, 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 70.06 A-2 A3 0.30 0.85 0.26 0.53 5.0 6.64 3.52 483.81 482.90 91.25 0.01 18.00 3.52 1.99 79.78 A-3 A-4 0.29 0.85 0.25 0.28 5.0 6.64 1.83 484.48 483.81 66.25 0.01 18.00 1.83 1.03 1.07 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 5118116 HYDRAULIC GRADE LINE (HGL) 1 of 1 Appendix 913-3 LD-347 Hydraullic Grade Line Computations PROJECT: SHEET: 16-0020 1 of 1 VDOT Drainage Manual • - • • Illllll�lllli�ia�lllllllll!��:�IIIIIIli3�® 1 1 IIIIIIIL'S�illlllll�' 1 1 IIIIIIIS�illlllllrr�}��' 1 1 1 1 i IIIIIIIIII� 1 1111 1 1• 1• 1 1 •• 1 1 1• IIIL�yi-y-�L.�i-'�i1111�11110i:i�J IIIIIII�IIII�'J�' lllllllll�lllllll� 11 11 ®IIIIIII�' 11 IIIIIIII�?' �IIIIIII•�S•�'��{i..''�i� IIIIIIII�IIIIIII� 11. 11 :• IIIIIIII� 11" 1 11:• IIII,'�a�� 11"• IIIIS�illll� "1 1 IIIIIII�III'Y:iB�IIIIIIIIICi���®IIIIII� 1 1 IIIIII�IIIIIIII�� 1 1 IIIIIIII�IIIIIIIIC�C�illllllll� 1 1 • 1 11 •• IIIIIIIII� 1 11 1 1 1 1 • 1 1 • 1 1 .. 1. III' .• 11 IIIIIII� 1 1 11111111�"�11111111�;6C�� 1 11 • 1 11 IIIIIII.'ia� 1 11 1 111 1 111 IIIIIIII� 1 111 1 11 • 1 11 ° 1 11 1 'llll�"' • "IIII� ' • 11 IIIIIII�IIIIiilT:i�IIIIIIIIIdl�IIIIIIIidC�llllll,•L3•i'� r'llll �y�"}�11111111!14��11111111'.�� '"IIIIII�J,� 1 1 IIIIIII,'8'i•�Illllllida� 1 1111 1 11 1 11 1 11 1 1111 1 1111 IIIIIIIII� 1 1111 1 1111 1 111 1 1111 1 1 F. 7*711111 .• 1 F 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■ 90° K = 0.70 50° K = 0.50 20° K = 0.25 FINAL H=Hf+Fit 80° K=0.66 40' K=0.43 15° K=0.19 Hi = 0.35 V2i / 2g; Hp = 0.25 V2p 12g; Hd = K V2i / 2g; Ht = Hp + H + HA 70° K = 0.61 30' K = 0.35 10° K = 0.13 60' K = 0.56 25' K = 0.30 5° K = 0.06 1 of 1 VDOT Drainage Manual w Z m - w inci px p p Lu p 0 of 'O a oflpzHw0 .0 u, z O 'L '••� OoII W 00 aam neo� znm o azrto a nrnm¢p o It ¢ w amm ¢m Ci II m ¢ZvFp m w CS T = o- o_I j +2n oGO_ o- a +2 it d a ¢rv2a Moo N20pe FlIII XYOI-"w - �i" UO QUorG L , 500.00 500.00 ADJUST TOP OF EXIS1 ING INLET PROPOSED GRAD EXISTING GRADE 25 YR HGL TO FINISHED G PROPOSED 6" CONVERT TO JUNCTION BOX WATER LINE 490.00 490.00 - - - - - - - - - - 480.00 - 18" H PE O 1 "HDPE 36" 1 DPE 480.00 PIPE No. 2 1 to HU-1,EXI 9125 L.F. @ 1.00% 66.25 L.F. Q 1. 0% 52.50 L.F @ 1.00% 45.0 L.F. 5.00% 15 RCP 1 PIPE No. 1 f -- --� 1 7.75 L.F. @ 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 NOAA Atlas 14, Volume 2, Version 3 CHARLOTTESVILLE 1 SW Station ID: 44-1598.S USA - Location name: Charlottesville, Virginia,- Latitude: 38.0333°, Longitude: -70.5167 t Elevation: Elevation (station matatlata): 541 iN• souroe: ESRI Maps sourm: DSGS POINT PRECIPITATION FREQUENCY ESTIMATES G.M. Bonin, D, Martin, B. Mn, T. Parzybnk, M.Yeka, and D. Rile, NOAA. National Weather Servke, Shwlr Spiln9, Maryland PDS•based point precipitation frequency estimates with 90% confidence intervals (in inches/hour)i Avenge recurrence interval (years) 1 2 5 10 25 50 100 200 500 1000 Smin ✓XW69 4.55-5..s9 5.2-6.55 5.8-&34 6.8-82I 228.95 7: 961 8.9�2 8.68-11.0 9.07-11. 10tttln .0 75 : 3 34.4 65 4..7A 4.765.87 2-0 5..57 5:5�7.19 61307.84 6478812 8 6.-8.72 .1 .19 15tttln .54-3.12 3.043.75 3.584.42 4.24.95 4.85.W 4.W602 5.17-644 545-6.83 5.6-B7Z2 5.9&7.69 90tttln 1.7�14 2:0-259 2.553.14 2.91�59 3.334.11 3.W4M 3.964.99 424-5.31 4.85.2 4.846.23 80-min 1.0 39 1.3 2 1.642.01 1.04.39 .2274 2.489 :99839 28�73 .294.10 3.84.55 2fir 0.6330.66 0: fi&1.00 0.6 1. 3-p4fi 1.34--1-'1374 1511a 1.6&2520 18&245 2.W4.81 228-3.09 ON 06M 079 DON 112 27 1801 IN3r(OZI10.60) . . (0.M7-0.734) . (0.510`-0.919) 1 (0.8141.07) 1 (0.07-1.28) 1(1.0&1.45)11 1 1(1.512.08)11 (1.&52.28) 0.338 0.408 0.507 0.5U 0.717 OA21 0.931 7.05 1.22 1.37 &hr (029&0.382) (0.3600461) (0d4&0.573) (0.U24.674) (0.624-0.08) (0.71"M4) (0.08-1.05) 1(O.BO-1.18)1 (1.2-1.37) 11(1.131.59) 0.211 0.255 0.378 0.378 OA58 0.530 0.89 O.NS 0.822 0.938 124tr (0.185­0.242) (0.225-0.2B2) (0279-0.354) (0.204.429) (0.398-0.521) (0.45& ao;n (0.517-0.80) (0.582-0.7U) (0.M7 0.92) (0.757-1.06) 2441r 0.1014-0.142 0.138-01n 0.176-0219 0.207-0258 0.280316 0.29-038 0.3330421 0.3710481 0."15050 0A948u0651 0.075 0.091 0.115 0.138 0.165 0.190 0218 020 0.288 0.324 2-tlay O.W-0.083 0.081-0.101 0.103-0.16 0.121-0.151 0.146-0.183 0.167-0.210 0.109-0.2A0 0.213-0.273 0216-0.21 0.2740.381 0.059 0.064 0.82 0.096 0.117 0.131 0.153 0.173 0.203 0.228 3dey 0.OW-0.08 0.058­0.071 0.07".090 0.874.108 0.1064.129 0.120-0.148 0.138-0.18 0.1630.191 0.1n4.25 0.19&0.253 Arley 0.038-O.OIB 0.000--0.058 0.OW-0071 000-0083 0.84-0 01 00960.1118 0.109-012 0.ln-020 0.142-0178 0.157-0.199 01117 7dey 0.026-0.00 0:31 037 0.039-0.048 0.045-0053 0.054-0°J.O80 0.01-000 0080.08 0.0700093 0.88-0.0109 0097-0.121 today 0.21°-00..24 00250029 0.030.038 0.035-0.041 0.042-0.049 0.04 -0.055 0052A.062 D.OW0.069) (0.065-0079 0071008 $Orley O. 114-0018 0.01&0019 0020-0.22 00 2-0.026 00 6_00-0030) 0.29-0.03 0031.0.038 0.034-0.040 0.038-0041 0.041-0.046 0.012 9.01a 0.017 0.019 o.oz1 o.oz3 0.25 o.27 0.029 0.031 �'tl� (0.011-0.013 (0.013-0.015 0.0160.018) 0.018-0.020 (0.020-0.023) (0.022-0.025) (0.0230.027 (0.230.029) 0.27-0.21) (0.02&0.034 0.010 0.012 0.011 0.015 0.017 0.019 0 02 0.021 0. 223 0.024 -0ey (0.009-0.011) 1(0.011-0.012) I(0.0130.015) 0.014-0.016) (0.016-0.016) (0.017-000) (0.01&0.21 (0.2&0=) 0.21-0.24) (0.02-0.028 0.009 0.010 0.012 0.013 0.015 0.018 0.017 0.018 0.019 0.020 �'tlj 0.0&0.ow 0.0100.011 0.011 =3 0.012-0.o14 0.014-0.015 0.015-0.01 0.01&0.018 0.017-0.019 0.018-0.20 0.01&0.021 1 Precipitation 8equency (PF) estimates in this able ere based on frequency analysis of partial duration sense (PD3). Numbers in parenthesis are PF estimates at lower and upper boards of the 90%o infidence internal. The probability that pmdpftaflw frequency estimates (for a Ivan donation and average mourrence interval) will be greater then the upper bound (or less Nan the lower bound) is 5%. Estmates at upper bounds are not scked against probable madmum prsdphadon (PMP) estimates and may be higher Nan currently sand PMP values. T-DI-1 STANDARD DI-1 FRAME #4 BARS •4 DIAG, TALL CO YPICAL TOP Imo- 4'-10" DIAMETER DI-1, 1A PC ALTERNATE TOP rn __\Tn �0��0�00�000�0 4'-10" I I ���00�00�00000 I I �I �0�00�00�000�0 I� ww em u NOTES: 1 SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSIMINIMUM. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-47B, ASTM A-497 (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS). 4• CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. 5. SEE STANDARD DI-1, 1A FOR DETAILS OF FRAME AND GRATE. 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 103.03 4'-10" NOTES: RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORR. METAL 12" T-6" 2'-5" 15" 2,_y 4�� 2,_8" 18" 3'-0 2" T-11" 2V 3'-3 4" 1 T-2" 24" T-7" T-5" 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 O-RING GASKETS OR BUTYL RUBBER. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. ALTERNATE JOINT DETAILS STANDARD PRECAST TOP UNITS VIRGINIA DEPARTMENT OF TRANSPORTATION GROUT SPECIFICATION REFERENCE 105 233 302 T-DI-3.4 STANDARD IC-2 FRAME AND COVER PRECAST �. FACE OF BLOCK # 3 BARS 1„ �LJ�+ PRECAST IV THROAT •t ••' 4o TI.'r 2' 2 PRECAST FACE 61/� OF BLOCK a" 1 4„ ISOMETRIC 3" CURB DROP INLET THROAT SECTION ALTERNATE DESIGN III .•,. #4 BARS , TI IT t�'•''•'1 X 4" HOLES EACH END PRECAST t FACE OF BLOCK SEE NOTE 1 I BACK OF I 71Y=' _ I CURB LINE V RADIUS I NOTE: 2" 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 r 4" NOMINAL < - 45• N • ' ' ... J i 1 SEE DETAIL A y a ------------ J HOLE FOR DOWELING - - - - - - - i TO CURB FACE OF BLOCK BACK VIEW END VIEW NOTES ALTERNATE ALTERNATE NOSE DETAIL B 1• 2" x 4" NOTCH MAY BE FORMED WITH STRAIGHT SIDES. TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS. 2. ALL DETAILS NOT SHOWN TO BE IN ACCORDANCE (FOR USE WITH MOUNTABLE CURB) WITH SHEET 1 OF 2. SPECIFICATION `VD❑T REFERENCE STANDARD PRECAST TOP UNITS ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 2 OF 2 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 103.06 PB 1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL -- TOP OF FILL - GROUND LINE x GROUND LINE = GROUNO LINE = ' � rrrrr rrrr ,. - 'EARTH r � - rrrrrr rrrr ,,, - - � rrrrrr •rrrr - - I rrrr rrr II rrr rrr II - /�� rrrr II =11 rrr d rr I -II rrr d r ROCK OR - rr d rr EARTH 0 + o UNYIELDING ii SOIL �) o I o BEDDING - - -ff T MATERIAL D -I trt MIN. MIN. MIN. 1/10 D MIN. 1/10 D BEDDING 1/10 D X D X BEDDING MATERIAL MATERIAL X 0 X �I/z' PER V OF H MIN. 8".MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION I OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN.1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 z D MIN. 1.5 x D TOP OF FILL TOP OF FILL TOP OF FILL __ rirrr� rrrrirr } _ - rrrrrr, rirrrrr r..••.•.• - rrrirrrrrrrrr rrrrrrirrrrrrri - rrr !rrrr ;: _ :rrrrr rrrrr rrrrrrrrrrrrr rrrrrrrrrrrrr - - %r rr ;. = f,frf,.;• r - }: rrrr rrr vr..•,.,.•.•.•: - - = rrrrrrrrrrr rrrrrrrrrrr - r d GROUND + •• - }: rir rr r.•rrf{..; - :$?rr •• ••• GROUND - rrrrrrrrrr rrrrrrrrrr -GROUND c : LINE r d rr o - •rrrr' LINE + = rrrrrrirr d rrrrr/rrr - - o N - -LINE EARTH I ,*- ROCK OR =11 j MIN. 1/10 D - UNYIELDING ^ -T �u ruNG rn rrrr -- MIN. 1/10D MIN. 1/10 D X D X BEDDING MATERIAL 02' PER - - SOIL 1" OF H X D X BEDDING EARTH MIN. 8". BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE ® EMBANKMENT NOTES: SPECIFICATIONS. FOR GENERAL NOTES ON PPE BEDDING, CLASS I BMATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTIONON 302 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.oD. REGULAR MATERIAL ACCORDANCE SECTION 302 O CONFORMING TO THE //r/r FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED RCLASSEQUIREMENTS IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS. SIZE FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE AGGREGATE SIZE 2 USED IN PLACE OF CLASS I BACKFILL. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL rrrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. �VD❑T INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A'' 302 SHEET, OF REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 n, z � a O r u r r z n 2 w o: w m 0 0 p p f rn w w U Q w w U K z 0 0 0 0 W g U U p G U U p w a v�i nii p ,,, ,In � p r � w w Q U U o a a> U a a> LL O ca m Z w u, W .I O IN 0)O O Q N m N O O\ W O CC x m a rn ur n m m .+ rr. CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 WaWnsville, GA 30677 P: 770.725.1200 F: 770.725.1204 Www.carterengineering.net W I N PROJECT NAME: C F W J J LU W O J Q 2 v 2 W H z W J J 2 o_ K O O s--I N W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEETTITLE: STORMWATER CALCULATIONS AND PROFILES SHEET NUMBER: PROJECT NUMBER: 19016W4D DATE: 02/12/20 W &MPRrB@ C DIA. STEEL BOLLARDS W/ CONC. FULL RYP.I D A301 •• 8' 10'$' 6' 4 r-IP sc R-tr L5"CONC.3IAB W/ Bzd l0/10wWM ON 6 MIL VAPOR 6' CMU. WALL BARRIER OVER CLEAN, WELL COMPACTEDBLL 13500 PS.L CONI II sII /11•t•� REID VERIFY t-#5 VERT. IN CONIC. 6LLEDCELL WHERE SHOWN AND Ai 48" O,C, MAX B A301 LL \ _ JJ A301 DUMPSTER ENCLOSURE PLAN A301 nts Reinforce with a minimum grid of wire reinforcing or #4 bars at 12" on center. ©©M DESIGN GROUP 3450 Acworth Due West Road Building 100, Suite 120 Kennesaw, Georgia 30W P. 770-917-9172 www.mrpdesigrecom CK VENEER TO ITCH BUILDING P11 A DUMPSTER ENCLOSURE ELEVATION B DUMPSTER ENCLOSURE ELEVATION A301 III A301 nts PRECAST CONCRETE WRXAOPEDIOP BRICK VENEER TO - MATCH BUILDING f1YP1 BRICK VENEER TO MATCH BUILDING PSPI PRECAST CONCRETE WIIX YOP®iOP� DUMPSTER ENCLOSURE ELEVATION D DUMPSTER ENCLOSURE ELEVATION A301 nts A301 nls LOW-PFRMEARB,TTY SOIL r FILTER FABRIC BAYPIELD® _ STRUCTURAL BLOCK I I BACKFH.L I I a• — 10.60 I I III- r l _ III TYPICAL FINISHED r I GRADE I I=1 DRAINPIPE 6" 6" .3 Ti OF H (TYPICAL) NOTES: 1. STRUCTURAL BACKFHLL 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. l- lll III III=III IIIIII i—III- �. 4. '� •q STRUCTURAL BACKFH.L DEPTH PER DESIGN 00 �0 0 00 Oe�• � 0�� ENSURE CORES AND vol AREAS BETWEEN UNITS ARE FILLED COMPLETELY These rue representations are intended for Ba eld 6 Multipiece Retaining Wall System ANCHOR ' preliminary design Purposes only and are not to AWE �] 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 O 2012 Anchor Wall Engineering,qmall real Details For s,LLC -0" Minnetonka, MN 55345 ®eve TM Anchor well Systems, Inc. 3/8"=1' The Anchorprplezr"r Retaining Wag System BFMPSA05A 11N "-4000 PSI PORTLAND CEMENT CONCRETE WITH AIR ENTRAINMENT AND WELDED WIRE FABRIC OR FIBER MESH " UNTREATED AGGREGATE BASE COURSE (VADOT TYPE I, SIZE 21-A) ,DE TO BE COMPACTED TO 95% DRY DENSITY, STANDAR PPROCTOR. CONCRETE PAVING (Heavy Duty) 2.0" SUPERPAVE ASPHALT BINDER COURSE (VADOT SM 9.5A) " UNTREATED AGGREGATE (VADOT TYPE I, SIZE 21-A) TOP 10" OF SUBGRADE TO BE COMPACTED TO 95% DRY DENSITY, STANDARD PROCTOR. ASPHALT PAVING (Light Duty) rr rlx l•4MIIOI mIMly nr r r� + r ----ter -1 r-----ter--- I I I II + CNIIL- II 0 1 I I Li I o II I a:0 + CC II I I T1 I I Td-g 11 I — y — I iOM TR• A re w' Iu° i r r u• Ty: M y r I r L L r>Y LL Lv� F 1.. NOTE: 1. Pressure Test All Su flon Lines Upon Installaban ®10 15 PSI max. Z Keep pressure on Suction Lines for the entire DURATION off ormbudion. 3. Pressure should NOT drop more than 2 PSI. 6. Watch for problems when excavating dmeways 5. If reclaim tanks are located more than Eo feet away from reclaim unit, then increase suction line to 3' sch 80 PVC. 6. Placement of suction lines is cnli®I T Do NOT put screens on the suction lines 8. ANY QUESTIONS CONTACT SONNY'S. Y 'r ffiI•Tx9uY•mn•t Y x 21= n1T]ON TAM CAR WASH RECLAIM SYSTEM STANDARD RECLAIM 3 TANK (SEE RECLAIM SHEET FOR DETAIL) ••• ii; DO ales Fail:4IIri:enY!i :4IIrlenY!i :S99're..29:e% 1 1 '-`% • li3 •_•_•_•_• •_•_•_•�! 1 '� T 1' T li • 1 • iq='P='P'' r1_'ii- �irarafi 1 • 1' ASPHALT PAVING (Heavy D NOTES: 1. REFER TO THE PAVEMENT RECOMMENDATIONS WITHIN THE GEOTECHNICAL REPORT PREPARED BY ECS MID -ATLANTIC, LLC. DATED FEBRUARY 26, 2019 (ECS PROJECT NO. 03:13004) - SHOWN ABOVE. SEE FULL GEOTECHNICAL REPORT FOR MORE DETAILS. 2. IT IS THE CONCTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO CONSTRUCTION AND REVIEW THE RECOMMENDATIONS THOROUGHLY. 3. ALL SUBBASE, CRUSHED STONE, AND ASPHALTIC LAYERS TO BE COMPACTED AND INSTALLED PER VADOT STANDARDS. :. VARIES INSURE BAKFILL IS—/ PLACED UNDER PIPE AND PROPERLY COMPACTED / SUITABLE J FOUNDATION WATER TIGHT `NOTES 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST EDITION 2. MEASURES SHOULD BETAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSUITABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR THE MATERIAL SPECIFICATION TO THE ENGINEER. UNLESS OTHERWISED NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150ni FOR 30"E0" (750mm-900nni 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF THE PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 5W-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. NTS I�i�ar�i�ar�• • 1,IIIII� I.IIIIII' I •Ift l.l.l.l.l ININ , D. �—, Y2 D. I.D. MIN. MIN. WATER TIGHT CONNECTO (KOR-N-SEAL II OR KOR-N-SEAL306R) PVC MANHOLE ADAPTER T PIER OD 1 __, TYPE 3A: A-LOK (PRE -CAST) MANHOLE GASKET W/ PVC NOTES: MANHOLE ADAPTER 1. MAXIMUM INSERTION ANGLE SHALL NOT EXCEED REQUIREMENTS AS SPECIFIED BY THE MANUFACTURER. 2. PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION. CONTRACTOR MUST INSURE MANHOLE GASKET IS UNIFORMLY SEATED AROUND STRUCTURE ADAPTER. EXTRA PRECAUTION MUST BE TAKEN TO PREVENT DIFFERENTIAL SETTLEMENT BETWEEN THE PIPE AND MANHOLE FINISHED GRADE d 6 UNDISTURBED — EARTH CLASS I OR II BACKFILL PER ASTM D2321. COMPACTED IN 8" MAX. LIFTS TO A MIN. OF 90% MAX.STANDARD PROCTOR DENSITY PVC MANHOLE ADAPTER ADAPTER OD TYPE 313: KOR-N-SEAL (CORED HOLE OR PRE -CAST) W/ FIELD MANHOLE BOOT W/ PVC MANHOLE ADAPTER NTS CURB INLET GRATE, FRAME AND CURB BOX SHALL BE HEAVY DUTY AND SHALL MEET H-20 LOADING. MANHOLE AND GRATE DIMENSIONS SHOWN SHALL BE MINIMUMS. CONTACT CIVIL ENGINEER IF ALTERNATE NEEDED. TONGUE AND GROOVE JOINT TO BE SEALED WITH ASPHALTIC MASTIC NON -SHRINK GROUT, OR O-RING GASKET CONFORMING TO ASTM C 361 uN: uL (�rsaiw rp I I + I I +N I Mal I L------------J uw ..yam ' EecoJnd Tr seLuemenc x II.TpplaMlBr ANld y p. � r r 8pB0 IS1rlON T1N[ rrw Mrrn NOTE: 1. ALLUNDERGROUNDTANKSANDPIPINGBYCONTRACTOR 2. PIPE LOCATIONS SHOULD BE USED FOR MY TANK 3. ALL INTERNAL TANK PLUMBING TO BE W xM1 90 PVC UNLESS NOTED OTHERVr1SE 4. ALL TANK BOTTOMS SHOULD BE LEVEL 5. THIS DRAWING IS TO SHOW TANK HOLDING CAPACITY AND PIPING REIATONSHIPS ONLY. THEYARE NOT INTENDED TO ADDRESS TANK STRUCTURE ENGINEERING. RECOMENDED MINIMUM TRENCH WIDTHS PIPE DIAM. MIN. TRENCH WIDTH 4" 21" 6" 23" 8" 26" 10" 28" 24" 48" 15" 34" 18" 39" 24" 48" 30" 56" 36" 64" 42" 72" 48" 80" 54" 88" 1 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" `VEHICLES IN EXCESS OF 75T MAY REQIRE ADDITIONAL COVER MINIMUM RECOMENDED COVER BASED ON RAILWAY LOADING CONDITIONS COOPER PIPEDIAM. E-80- UP TO 24" 24" 30"-36" 24" 42"1 24•• "COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM OF RAILWAY TEL "E-80 COVER REQUIREMENTS, ARE ONLY APPLICABLE TO ASTM F 2306 PIPE. 24" MIN t� IN SECTION VIEW ADJUSTABLE 6._9. } HOODED INLET SHALL BE CONCRETE GUTTER '--ROUND TO SQUARE ADAPTER WITH OPENING MANHOLESTEP PRECAST RISER SECTION PRECAST MONOLITHIC BASE 6" THICK BED OF #57 STONE EXTENDING 6" BEYOND MANHOLE BASE IN ALL DIRECTIONS 24" MIN GRATE SIDE VIEW GRATE TOP VIEW HOODED GRATE INLET NOT TO SCALE 6" 6" MIN r Z � a 0 F U F Z onto Z � W W W o rn H w w C, Q w w 0 K VI J an Z Wbe22W 0 0 0 be D 0 0 be g u u o r u u o oU d en en o wen o r W W a r W W a Y 'n o o i U o 0 i 2 p o a a> a a aon > LL J m rn rn o 0 0 Z \ \ \ \ \ \ \ w .H w m o O N an LD o F .H .-I N \ N A\ \ \ \ \ \ \ N .-I eH UJ .-I N M j C, C, C,O O O W O C iG M a N UJ n O, O1 .i P� �IAMES DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.ca�rterengmeering.net v / z aQ J z I— 1 (U 2' I— L1J w J z 5 J w L V) � O O /•� I..L Q _ O w \ U Y / w J LU z J J W O _ O O W N v / PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: STANDARD DETAILS SHEET NUMBER: 9 PROJECT NUMBER: 19016W4D DATE: 02/12/20 I WATER M VARIFS RESTRAINED JOINT FITTINGS (SEE FIG. W-6P " COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINETO CONNECTATMAIN WITH X"x4"TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT, USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C I'D-12 44" MIN. 60* 36" a' a •' •d .. ,'Q .; (22,5" FOR COMPOUND METER) •:. 10 MIN. • ! 37" MIN. 12' MIN. MNGNUT LOCKING ASSEMBLY 4 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 d' �'. s. • • as • . � 8" MIN. 6" MIN. i• 17.5" � d .d (22.5" FOR COMPOUND METER) d TD-16 PL I am ; �" •% 1 f � 1 ILL\I�i�tI�>f'I�1 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkimville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net V / z QQ z C �n WLUw J J Z 5 W 11 N Lu r- O 0 0 or v p W �Lu w J W z L`U Q Lu v J J LU O Of 0 W11 N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: STANDARD DETAILS SHEET NUMBER: 9.1 PROJECT NUMBER: 19016W4D DATE: 02/12/20 1.79 o / 492.30 II 0 0 0 0 0 -o LJ \\ 1 \\ \ \ I ' I \ _ _ I —492 -----, 1�`----, II 492 \\\ 8" ------- - __________ -- ---�-I ------------- 1 I I I I T �- I I /\ I 491.40 I N \ II I in I 0 1 11/ I --- I /•" •--_--�_ L I 1 i I I 1 i I ® I I 1 I 1311491.40 1 10 I 491.39 ', ---- 491.39 \ ,\ i�/ 491.39 i 491.39 II go la 4 - /dCONDUIT n a � I ° � °d I TR 491.90 a TR 491.90 ° d I ----�---------------- � ' .4 l ,. 4 'I. °a _d� ° ., _I - .. TR 491.90 A// O \ I I 0IF_v --- _-- --- --- - PRO POS E D (CARWAS H ----I- v`v 47231- 91.50 F,F,E. = 49_00 491.50 4 \ i \ I _ — — — — — — — 30' BUILDING\\SETBACK \`\ 491 C- 490 489 —3:1 SLOPE' —\------- — 488 = ' 10' PARKING SETBACK — — — —— — — — — — — — — — ---a. — — — — — —> _ — — — — — — — — — — — ----- \ 487.50 d °� — __ate —.°�.� .� �.��.° w!° e ° 1` d. / ° ° ° -.d - o \ 8--a.-- a it 4.9 4 d d L ° d .4 —tee' ' ° .° - 4 4 d\ a a — — — --ate •/ da _ ° 4- °-d G d °d / / GRADING PLAN SCALE: 1 " = 20' I I I I I I I r I I I I I I I 19, 28' 19, 19, i 28' D o -----I i Ti I I i I D o I 0- - - - - - - - - -----, ,------, 811 CONDUIT LI po I T I I I I I IN I ----------------- 0 ® � iZ IC I ° N (2) 121 X 181 H/C CONC. v ° �_ PARKING SPACE W/ 5' WIDE — o STRIPED UNLOADING I o I I � 1 I I I I I I I I I I I I I 1 I 1 I 1 I 1 I 1 I , I I I I I I I I I I I I .. d. ° a ;41 a a a C©NDU1T4 4a ° ° a a 4 d ; .. 4. 4 ° O O da. d 0 N °° ❑ D 00 d 125' 4" I PROPOSED CARWASH rQ 31� 41231 S. F. 00 E.F.E. = 492.00 - I - -- 30' BUILDING SETBACK 125' 4" _I w _ Q 10' PARKING SETBACK - —4a 4 ° 4 4 ° a. 4 t a d 4:9 4 21 $ Q° hd .d d d ° °G _ a ' ° da ° d.:d a d' °Q 00 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. 4 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 wcvcv.carterengineeringmet z aQ J z �3 ww J zLU �V) J w cn— o 0 I..L — p w V >LU w J w z W U J J W _ o Q 0 0 LU r N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE,VIRGINIA SHEET TITLE: ADA ACCESS PLAN SHEET NUMBER: 10 PROJECT NUMBER: 19016W4D DATE: 02/12/20 CG-12 A 05 DOWELS, 8" LONG AT 12" C-C� _.. e BACK OF CURB 20:1 � PERMISSIBLE CONSTRUCTION JOINT 12:1 MAX OF ROADWAY CURB SECTION A -A SECTION B-B 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 5 XVDCT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 7/11 I Y� 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'B1DEWA STRIP 5' SIDEWALK DIAGONAL PLACEMENT WITH BUFFER STRIP voory R CRO"n^WITHIN THE MARKE CROSSWALK AREA. CO-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 y~ � ® W OW x14 W 4" STRIPING 2 COATS 0 45" (t)p) OF PMS 123 YELLOW 4 PAINT ' 5 II' 'll 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.) 1I ISOMETRIC VIEW OF RAMP RAMP LANDING 5' MIN. PROJECTED TOP OF CURB SLOPE Y4"/FT SECTION A -A GUTTER SLOPE 1:20 OR LESS GUTE R RAMP CURB ( TYP. )_, 5' � P 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 4" WIDE v a2 STRIPING y~ � W oW W VAN 4" 57RIPING a 0 45- (typ) 2 COATS OF PMS 123 YELLOW Q PAINT 11' I 5' ACCESSIBLE PARKING SPACES, ACCESS AISLES AND PASSENGER LOADING ZONES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:50 (2.0%) IN ANY DIRECTION. 8"PMS XXX WHITE PAINT :1 Hl (TYP) E:JR F CROSS WALK STRIPING PMS XXX WHITE PAINT TTP 115 BLUE PAINT PAINTED HANDICAPPED PARKING SPACE & SYMBOL NOT TO SCALE STANDARD CONSTRUCTION DETAIL HANDICAP RAMP TYPE I HANDICAP ACCESSIBLE SIGN PERMIT PARKING ONLY TYPE 12"x18"ALUMINUM PERMIT PARKING ONLY COLOR STANDARD ❑ ❑ VAN ACCESSIBLE SIGN TYPE ALUMINUM TOWAWAYZONE TOW -AWAY ZONE COLOR STANDARD MIN. HEIGHT TO BE 84"ABOVE PARKING LOT ELEVATION TO THE VAN BOTTOM OF SIGN ACCESSIBLE NOTES: SIGNS ARE TO BE MOUNTED TO A o GALVANIZED STEEL POST FROM 60" ABOVE FINISH GRADE TO THE BOTTOM W w OF SIGN. ¢ GALVANIZED STEEL POST oj w ALL SIGNS MUST BE INSTALLED rn w PERPENDICULAR TO THE PARKING O z W O STALL (ESPECIALLY ON ANGLED U~j GZ9 PARKING) W 1 m m a = GALVANIZED STEEL PSET 48" (MIN.) IN PIPE BOLLARD a = wl—OST m Q LL m Q LL WO Ow0 ~~O ~~O p k 6" DIA. PIPE WITH CONCRETE FILL Q) p k wiX w¢O x LL m SLOPE CONCRETE AWAY FROM BOLLARD i LL m FINISHED FINISHED GRADE GRADE Jj '',i Q�SJ2U Fs Q�IJ2U POURED CONCRETE w O O UQ W ,'s;. ;i POURED CONCRETE W p Q t Q'�QmU y`f 2' 2' DETAIL "A" DETAIL "B" WITH"VAN WITHOUT'VAN ACCESSABLE" SIGN ACCESSABLE"SIGN "HANDICAP PARKING ONL Y" SIGNS NOT TO SCALE F- Z 0 a 0 z z ~ m o ZZi w O Q w w z U J yuj z Z w w 0 o o m o o m g U U p U U 0 y 6 Vf N w VN1 N < ~ Q � U m C d = m d J U w 0 z 0 Z 0 o a a> a a a> LL J 0 O w qowc-1 YAf' DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengmeering.net J z_ I..L I— 1 U � LU W J z �> J LU ^ I..L N LU O U p — LU >LU W LU z LU 0 U J J LU O Q � LU O O N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: ADA DETAILS SHEET NUMBER: 11 PROJECT NUMBER: 19016W4D DATE: 02/12/20 PLANT SCHEDULE TREE MANAGEMENT CALCULATIONS: ERAL LANDSCAPE REQUIREMENTS: Street Three Requirement Street trees shall be planted with even spacing in a row within the public street right -of --way or adjacent to the public street dghtof--way if not permitted therein by the Virginia Department of Transportation, and with the private street right-of-way. One (1) large street tree shall be required for everyfifty l5o)feet ofstreetfrontage, or portion thereof, if twenty-five (25) feet or more. Where permitted, one (1) medium tree shall be required for everyforty (40) feet or roadfnontage 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 1 Trees Provided: 6 Medium Trees Provided Woodbrook Drive: 213.63 Linear Feet Trees Required: 5 Large Trees Required (213.63/40) Trees Provided: 5 Large Trees Provided Shrubs along public streets: When a parking area is located so that the parked cars will be visible from an off -site street, the agent may required additonal planting of low r h n h r n h parking r subject to the following: o street rubs between the dt ep ga area, 1 f 9 1. Shrubs shall be a minimum of twelve (12) inches in height when planted 2. Shrubs shall be in a single row planted five (5)feet on center. 3. The agent may authorize different landscaping designed to minimize the visual impact of the parking area. A hedge of evergreen shrubs planted no greater than five (5) feet on -center and being a minimum of 12"in height at time of planting has been proposed along Seminole Trail and Westbrook Drive. Parking Area Landscape Requirement An area of at least five (5) percent of the paved parking and vehicular circulation area shall be landscaped with trees or shrubs. Neither the areas of street trees and shrubs required by sections 32.7.9.5(d) and (e) nor shrubs planted between a parking area and a building on the site shall be counted toward the minimum area landscaped oreasfor 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 Tree Canopy Requirements Each commercial or industrial use site shall have a tree canopy covering a minimum of ten (10) percent of the property (45,7875F). Tree Canopy Requited: 4578.7Square Feet (10.00% 1 Tree Canopy Provided: 5,695 Square Feet (22.44%) Existing to Remain O 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 verify all existing and new utility line locations prior to planting, and shall report any conflicts to the landscape architect. The contractor will be responsible for the protection of all underground utilities during the life of the project. 2. The contractor is responsible for repair of any damage incurred during the execution of work. 3. The contractor shall stake all tree locations in the field and the staked locations shall be reviewed and approved by Carter Engineering. Carter Engineering may make minor adjustments to the layout without incunin additional costs to the project. Y 9 P 1 4. Mulch all P Y )ant areas with 3err 9 " la of double round shredded hardwood mulch. 5. Any proposed substitutions of plant species will be with plants with equivalent overall form, height, branching habit, flower color, leaf color, fruit color, and time of bloom, as approved by Carter Engineering. 6. Substitutions shall not be made unless drawings and/or written requests are submitted to Carter Engineering for approval. Carter Engineering shall determine equality based upon complete information submitted by the contractor. 7. Trees: provide specimen balled and buds tl or as specified, trees of height, size caliper, P P PPe . P 9 emus s ties CUltivar antl branchin confi uration intlicatetl. The root s stem of each shall 9 Pe 9 9 Y be well provided with fibrous roots. All parts of plant shall be moist and show active green cambium when cut. the shall be free of disease insect pests, eggs or larvae. All plants to Y P 99 be moved balled and burls etl must be moved with the roots stems as solid units with PP Y 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 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 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 lant material at the 9 9 P 9P nursery or at the site. 11. The trunk flare at the base of the tree Shall be properly exposed for all plantings. ( ) P P Y P P 9 12. Kee root balls intact riot 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 simultaneous) with P 9 P Y installation of planting soil mixes. P 9 14. Tree planting: tree planting detail and notes herein for additional information related to P 9 P 9 planting it dimensions planting operations, backfillin and tree staking. P 9 P g: 9 P 9• 9 15. Container stock planting: )ant Container town stock the same as specified for balled and P 9P 9 burls ed stock but remove containers completely. letel PP P Y 16. Soil shall be free of all debts, construction material and slurry.Landscape a areas shall be backfilletl 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. Wateringand drainage: fill excavations with water and allow water to percolate out before 9 P 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 planing. 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 rounticover, perennials) - March through May P 9P 9( ru ,P ) 9 Y • Fall IanOn shrubs shrubs rounticover, perennials) - Sept. through November P 9 (shrubs, ,P ) P 9 • 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 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" .74 181. .51 24" .29 TOTAL CITY BOTANICAL NAME COMMON NAME CAL./GAL. SPACING TYPE HT./SPR. MINIMUM REMARKS CANOPY TREES Pistacheo chinesis Chinese Pista the 3.5"Cal. AS Shown B&B 12'/6' / Straight Central Leaderto Min. 6'Ht. Well aced Bra Symmetrical Crown H P Symmetrical 10 lQueecusshumardii IShumard Oak 3.5"Cal. As Shown B&B 12'/6' Straight Central Leaderto Min. 6'Ht., Well Spaced Branches, Symmetrical Crown 4 JUlmus par Nfollo'Emerll'Allee lEmer 11' Lacebark Elm 3.5"Cal. As Shown B&B 12'/6' Straight Central Leaderto Min. 6'Ht., Well Spaced Branches, Symmetrical Crown MEDIUM TREES 6 lAcersaccharum'Goldspire' Goldspi re'Suga r Ma p l e 3.5"Cal. As Shown B&B 12'/6' Stra ight Centra l Leader to Min.6'HE, We] l Spa ced Bra niches, Symmetries l Crown EVERGREEN SHRUBS 9 Camellia sasanqua'Kanfiro' Kanjiro' Camilla 7Gal. As Shown Container 36"/30" Full Pot, Well Shaped 37 Ce halotaxus hamin tonia'Pratraa' Spreading Japanese Plum Yew 3Gal. AS Shown Container Full Pot Well Shaped 12 Ilex crenata'Sky Pencil' Sky Pencil' Holly 7Gal. As Shown Container 36"/I8" Full Pot, Well Shaped 102 Ilex glabm'Densa' Densa' InkberryHolly 5Gal. As Shown Container 24"/24" Full Pot, Well Shaped so Ilex vomitoria'Stokes Dwarf Stokes Dwarf' Yaupon Holly SGaI. As Shown Container 24"/24" Full Pot, Well Shaped DECIDUOUS SHRUBS 0 Hemerocallls 'Stella Ora' Stella de Oro' Da litY 1Gal. AS Shown Container Full IPof Well Shaped ed 22 Deutzia gracilis'Nikko' Nikko'Deutzia 3Gal. As Shown Container 18"/18" Full Pot, Well Shaped 74 Rosa'Meiggil' Peach Drift Rose 3Gal. AS Shown Container 18"/IS" Full Pot, Well Shaped 32 Rosa'Radtko' Double Knockout Rose 3Ga 1. As Shown Container 18"/IS" Full Pot, Well Shaped GROUNDCOVERS (in square feet) 1300 JLifiope muscari'Big Blue' Big Blue' Ulyturf IGal. 18"D.C. Container 1 12"/12" Full Pot, Well Shaped TURF GRASS (in square feet) 11 5,915 ISod- as directed by owner Sod- as directed by owner --- --- SOD --- PLANT HEALTH NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 0 Double Knockout Rose Rosa radtka Spreading Japanese Plum Yew Cephalotaxus harringtonia � 'Prostrata' 'Sky Pencil' Holly 'Sky Pencil Ilex crenata ' �.? ;,•�� Sod - As Directed by Owner _ ;,. ,,•- 'Densa' Inkberry Holly Ilex glabra 'Densa' O Dwarf Yaupon Holly O Ilex vomitoria 'Stoke's Dwarf 'Nikko' Deutzia Deutzia gracilis 'Nikko' 'Big Blue' Creeping Lilyturf Liriope muscari 'Big Blue' 'Kanjiro' Camellia Camellia sasanqua'Kanjfro' Peach Drift Rose Rosa 'Meiggil' 1 Iv 'PANACHE' SHUMARD OAK ALLE�BA�M CHINESE PISTACHE 'Goldspire' Sugar Maple Quercus shumardii 'Panache' Ulmus parvifolio 'Emer 11' Pistachea chinesis Acer saccharum 'Goldsprie' Street Tree Parking Lot Tree Medium Interior Tree Medium Street Tree LANDSCAPE SYMBOLS ------- EXISTING OAK* HARDWOCI J CANOPYTOREMAIN I - ro /. x9� /// TREE PROTECTION FENCE({YPICAL) EXISTING / rROPOSED TYPICAL Rcp 1 ! r (1) ALLEE LACEBARK ELM (8) PEACH DRIFT ROSE M-ED I/moo ...................♦.. r- (12) DWARF YAU PON HOLLY (4,080 SF) SOD - AS DIRECTED BY OWNER -r` i !/ 01.. "i. >♦ < _ ass a> .•• rL o �L,ail �-Y / �h,/ ��14'!°O ♦ �♦♦ 11♦♦♦. s♦ y♦ ♦♦easy �i/� ��IIIII�rYi�Yi�•� MAG NAIL L�V _7 Do 00 SCT r y • 1•f``�00j,I • ROSENTHAL PERTI Sy� o OI 141111111•••1 �+•qx♦ W111, H SHOPPING ZONING: PD-SC ! PRESENT USE: ACSA SEWER EASEMENT J /,♦♦•♦, \ /• (SHADED AREA). NO TREES WITHIN EASEMENT AREA NT f - F.. / I ,u • • •(15) DWARF YAUPON HOLLY �- (7) 'DENSA' INKBERRY HOLLY • (1) ALLEE LACEBARK ELM �I • • 1 1 • • • • Ag 1 I 1 1 i J• .6 i (6) DWARF YAUPON /ham • •. �..;�;t,1_1':!a!il ♦ W • / it M I 1ENSA' INKBERRY HOLLYI II w wJ► it _X INV. OUT WITH FLARED (415 SF) SOD -AS DIRECTED BY OWNER � r �J„��I�� I/ !'`IIIIfta•)illllllf<Jl_fl:�fL=��i�Y� r• 1 a L WA I (11) DOUBLE KNOCKOUT R05- \. � �� \ ��. i .> rr I • • / ( w- ,e a � .r5 I 0 i ® q ••1 1 �►� %� #�ll� i' s�Ev • 1 PROPOSED CARWASH . �9D f �tr i II U -\a1�r i • 11 ,��;� e - • IE i - T TIt 1. �i�1�ik�i�i�1�� ���r.. 9' ` 6.OS6OOSO ._ IS.@' aa•. o �•,,: �rF O'O o OtOtOtOt0t0 • • • -.. � ..••--_., �,c ►�. . fll =•.s'=r.•{r-9w• •,: . ,�u ,. _..y ..���..,.ww:e�'itww,: w'�`w.lr .:..... w��..s. <w-w<w-w<••.. �: - .- - .. .-�•y, �- . wv.�.r_.r.._v rrrw;.w•iw,iy..e•'r..:w.,ir�-.ar�w��_� _�_�_�_�_ _� riot' �y mM. �/LS•�l9-:_ l B L -�asltXld--�►�.r�sm..'�lwas:s® ®.�:vr-r-. �- rYlp+� .ri�. .. d • 1 SPREADING DWARF (1) 'KANJIRO' CAMELLIA EX •-•• RATED •••- •- .• • INV. IN-475.8' INV. OUT =475.7' U.S. ROUTE 29 (SBL) SEMINOLE TRAIL (VAR/ABLE WIDTH) EXISTING TREES TO BE REMOVED (TYPICAL) \* 30' BUILDING SEII 4CK �r- I I 1 I � . - ; o Ill -492 m I I 1' I _ I RED LINE REPRESENTS 10' OFF - - SET FROM LOWERED WATER LINE LOWERED WATER LINE TO BE A MINIMUM OF 10' FROM PROPOSED --NI:'•• STREETTREES. SEE LANDSCAPE PLAN FOR LOCATION OF TREES (22)'DENSA'INKBERRY HOLLY v (960 SF) SOD - AS DIRECTED BY OWNER DOUBLE KNOCKOUT ROSE LOWER EXISTING WATER LINE TO MEET MINIMUM ACSA COVER OF 3.5' _ZI i MEASURED FROM ESTABLISHED FINISHED Y GRADE TO THE TOP OF PIPE • a I (4) DOUBLE KNOCKOUT ROSE R oI (5) SHUMARD OAK - (4) DOUBLE KNOCKOUT ROSE ' (6) DWARF YAUPON HOLLY (3) DOUBLE KNOCKOUT ROSE . A = 8.06,15" L = 140.14' R = 990.77' 3 - C. - 140.02 C.B. = S59'24'42"E (270 SF)'BIG BLUE 8 1 1', EXISTING UTILITY EASEMENT CREEPING LILYTURF ( DB 985/717 AND DB 985/722 - (1) ALLEE LACEBARK ELM ACSA UTILITY EASEMENT ( SHADED AREA). . NO TREES ) _. ❑l WITHIN EASEMENT AREA Ov: ,acre ' >• '� O � 3 I= t1iT:_ `T Lri v. --tr-a • J Q N / � J a E /I y 7 DWARF YAUPON HOLLY •..P. � � (605)G 1 F 'BIG BLUE'CREEPING LILYTURF D i 14 " (8)'DENSA'INKBERRY HOLLY < J - GOD S 1 ROSE C ( ) PEACH DRIFT OS _ r fl a 1 JA X EX 15" RCP I` , N I \ i..OP LET f 488OR2OP INV. IN=482.3' Al / INV. OUT=481.3' ri (1)'KANJIRO' CAMELLIA (11)'NIKKO' DEUTZIA O I () SPREADING IAPANESE PLUM YEW = 1.4 (12) 'SKY PENCIL' HOLLY (3)'GOLDSPIRE' SUGAR MAPLE (11)'NIKKO' DEUTZIA ! ! / (460 SF)'BIG BLUE' CREEPING ULYTURF <» (2)'KANJIRO' CAMELLIA - 6 SPREADING JAPANESE PLUM YEW ( ) -(3) DOUBLE KNOCKOUT ROSE -(12) DWARF YAUPON HOLLY -(36) PEACH DRIFT ROSE 81 Know what's below Call before you dig dial 811 {3.]6a 95-) W°�BaSP 63-B1 • 95.08 0 6. t•l, pd PWP,p11 OJI I,. \ / �^0 �+M1Bryq °y W.606166C _\• t0]-p]. q.f .•f v ti�iii((( ffII g f r,•.e 't8 958tObn�(j'aripRoek= /'6 •L8e °P. {5-86 ^M.Itt in^4 0 9581.01 .OB1 00 Up 1 e�°e0 9 ua pees , un 'GB eo° q 95.66 �➢ �y�e�). {o-x9P60 ^e �e,• ,o u9pY QUA 'n al ;1 BA �-spPlnp °t a A,., A RS.1pq 65-93/ bP U n i. µT Ofi iRdp of q ' 95, OFI 95. �~xlg. �0\9i45W &3dbfOON +5 0 '. q v 4 33-P p ycy 4a- Ls l v p v x , °6• Y, a`/♦ oq, . >• ''•ve"<.o, x u ,. + .fo" ss rofi a e` o„r �J }C,/ p 0^q°V 95-99B o 9, 9 0 .a{/ 'bk •/: e4 Z, `'�/ s .n ♦o '' q'b�p PS6�of." /v .f .�/�C i+ o°:!i ✓3 � 9s ios r J o].o`e o01so. 5 5 0^ a? a o� p .\'�: '•�/'. ^Bry p` aiyr�F.lde.b�.l"a V� 'K •(^� a�oL�.-e`o�c, �,, a G•J'�4ib 2% icy 9h ,4 �(°' QC.O3-fi a y 2 ry 61.1x0 6f. P] s.\S q..� 1 z 6 a+ ype e,}" F � 3ryry, r L y ni3 a .r 'pf'!eM'f. tx 114 LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: OWNER: W4 Development W4 Properties Charlottesville, LLC 2500 Daniel's Bridge Road P.O. Box 42 Building 200, Suite 3A Bogart, Ga 30622 Athens, GA 30606 Contact: Justin Hendley Phone: (706)548-1151 Contact: Greg Tel. (404) 219-8331 8-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 Contact: Jeff Carter, P.E. Tel. (770) 725-1200 jeff@carterengineering.net Property Location: 2100 Rio Hill Center, Charlottesville, Albermarle County, Virginia 22901 Tax Map and Parcel No.: 04500-00-00-093CO Conditional Approval: SDP201900052, ZMA 1987 -00007 and SDP 1988-00001 Zoning: PD-SC (Planned Development Shopping Center) (Note: This parcel is subject to the following overlay districts: Airport Impact Area Entrance Corridor, and Managed Steep Slo pes.) es. ) Setbacks: Building: 30-feet min Parking: SO -feet min Proposed use: Carwash with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topographical Information obtained from field run survey YHu rt & Proffitt dated April 30 2019. Phone (434) 847-77 96 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 showncompriseaII such utilities in the area eit her in service or abandoned. The surveyor nor engineer warrants y thattheunderrgound utilities shown are in the exact location indicated. The surveyor nor engineer has located all the underground utilities. physically g It is the responsibility of the contractor to field locate all utilities prior to commencing work and notify engineer if a discrepancy is found. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures prior to commencement of storm and sanitary sewer construction. UNDERGROUND UTILITIES DISCLAIMER Information regarding th reputed Presence size character and l ocation of existing underground utilities and structures related to underground utilities is shown wn heron. There is no certainty of the accuracy of this information and itsh II be considered in that light by those using this drawing. The Iocati n 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 beencowntorred. The owner, his employees,his consult ants and his contractors shall hereby distinctly understand that tho surveyor is no t responsible for the correctness orsufficiencyof this information regarding th o underground utilities and structures related to underground utilities shown hereon. PARKING DATA Parking Required: Requirement: One (1) space per each one hundred (100) square feet of retail sales area for the first five thousand (5,000) square feet and one (1) space per each two hunrtred (2001s uarafeel of retail sales area abov e five thousand (5. 000) uarafset. For purposes oses of this paragraph, Ph. 'retail il sales area'shall be deemed to be (1) eighty (80) percent of the gross floor area; or (2) at the request of the applicant, the actual retail sales f oor area as shown on floor plans submitted by the applicant delineating the actual retail sales area, which plans shall be binding as to the maximum retail sales area used. Retail Sales Area = 2,715 Square Feet (21' 8" x 125' 4") Required Parking = 27 Parking Spaces Required (2,715 / 100) Provided Parking = 29 Parking Spaces Provided Handicap Parking = 2 Provided (2 Required) SITE DATA Site Information: Total Tract Area = 45,787 sf 1.05 ac (500.00%) 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' H Z w i O a r r Z Z g o Z Z g W Z Z Z Z w o o z M Z () () 1' 0 0 ac d U U p G V U w U V w s�i5 U 0 Z p o a a> a a a> w J Z .-I .-1 N N N N N N w N to O N b Ol O Q w Cc 1NI TH /57 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants It 3651 Mars HID Road Suite 2000 Watkinsvflle, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carteren ' eerjn .net � g Q nJ z z w W LU z5 N L W C 5 O J O lY LL O w C=J > O w J W z LU `W% 0 J W _ O lY O O LU N v i PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: 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 all tree locations in the field and the staked locations shall be reviewed and approved by Carter Engineering. Carter Engineering may make minor adjustments to the layout without incurring additional costs to the project. 4. Mulch all plant areas with 3" layer of double ground shredded hardwood mulch. 5. Any proposed substitutions of plant species will be with plants with equivalent overall form, height, branching habit, flower color, leaf color, fruit color, and time of bloom, as approved by Carter Engineering. 6. Substitutions shall not be made unless drawings and/or written requests are submitted to Carter Engineering for approval. Carter Engineering shall determine equality based upon complete information submitted by the contractor. 7. Trees: provide specimen balled and burlapped, or as specified, trees of height, size, caliper, genus, species, cultivar and branching configuration indicated. The root system of each shall be well provided with fibrous roots. All parts of plant shall be moist and show active green cambium when cut. they shall be free of disease, insect pests, eggs or larvae. All plants to be moved balled and burlapped, must be moved with the root systems as solid units with balls of earth finely wrapped with untreated burlap, firmly held in place by a stout cord or wire, drum laced, boxed, or in containers. 8. Pruning and shaping: prune, thin out, and shape plants in compliance with American Hort's 'American Standard for Nursery Stock'to preserve the natural character and only as approved by Carter Engineering design team. Retain required height and spread. Do not alter shape and do not cut leaders. Remove all dead wood, suckers, broken or bruised branches, and crossing branches. 9. Stakes and Guys: to be round cedar posts. 10. The Carter Engineering representative reserves the right to reject plant material at the nursery or at the site. 11. The trunk flare (at the base of the tree) shall be properly exposed for all plantings. 12. Keep root balls intact prior to and during planting operations. Plants with broken or damaged root balls shall be rejected and immediately removed from the site. Keep root balls damp and protected from damage due to sun and wind. Do not shave root balls. 13. Plant soil mixture will be used to backfill the planting area. Install plants simultaneously with installation of planting soil mixes. 14. Tree planting: see tree planting detail and notes herein for additional information related to planting pit dimensions, planting operations, backfilling, and tree staking. 15. Container stock planting: plant container grown stock the same as specified for balled and P 9P 9 P 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 poorly draining planting pits; poorly draining planting pits may hold water and drown plants. 19. Flood all plants with water twice within the first 24 hours after planting. 20. All plant material shall be mulched after planting. Backfill to allow room for mulch after settling, and place mulch in dish after first watering and within one week of planting. See planting details for mulch thickness. 21. All plants shall be plumb vertically after settling or as directed by Carter Engineering. 22. Planting restrictions: plant during one of the following periods. • Spring planting (shrubs, 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 blow mg 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 a way that will girdle tree trunks if left in place. GROUNDCOVER SPACING & QUANTITY PLANT SPACING PLANT SPACING MULTIPLIER (PLANTS PER SF) 12" 1.15 15" .74 18" .51 24" .29 NOTE: 1. 'DEEPROOT' PROTECTIVE ROOT BARRIER SHALL BE INSTALLED PER MANUFACTURER SPECIFICATION AT EDGE OF PAVEMENT IN ALL AREAS WHERE TREES ARE PLANTED 6' OR LESS FROM EXISTING OR NEW PAVEMENT AND HARDSCAPE. 2. ROOT BARRIER SHALL BE PLACED CONTINUOUS ALONG PAVEMENT AND HARDSCAPE WHERE TREE SPACING IS LESS THAN OR EQUAL TO 20'. 3. WHERE TREE SPACING IS GREATER PLAN THAN 20', ROOT BARRIER CAN BE PLACED IN 20' SEGMENTS AND CENTERED ON THE TREE. HORTICULTURAL SOIL 18" ROOT BARRIER BY'DEEPROOT', UB-18-2, OR APPROVED EQUAL. PROVIDE ONLY WHERE REQUIRED (SEE NOTE) ADJACENT HARDSCAPE / 1 PAVEMENT o`er N EQUAL ROOTBALL ROOT BARRIER REQUIRED SECTION TREE PLANTING AT LANDSCAPE TREE PLANTING DETAILS Al' = 1'41 10 1.04 EQUAL REMOVE CONTAINER AND LIGHTLY SCARIFY S01 L TO LOOSEN ANY ROOT BINDING JUTE NETTING REQUIRED WHERE SLOPE>_ 2:1 EQUAL SPACING PER PLANS EQUALSPACING PER PLANS EQUALSPACING I EQUALSPACING PER PLANS PER PLANS SHRUBS PLUMB t t t vBINDING 3" MULCH LAYER IIIIIII°I10pIII J J �il� Ulunnn;mmi nnm," aoo�2pll '� t IIIIIIIIIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILIIIII'lllllllllllllllll FINISHED GRADE 0 a 0 t j■� � \!.- L L L • • p��p�J � pl�iJi/�� PJr101�d 4 /'�JjrJj/J� ',�lpJjrJj/� S�9�J/rR�►iS/���j ��III I TAi04jja/ /� jjr�r//1K 4. � I! 1r •• L •• jM g, .1 oej\.bS4X �e ��Ill�lll�llllll 1p tlllllllll�lll oOgJ,iib� �'� �O��G III ,. •,�. O/ O?Ori rOr i i�,Or rQ IV�CI, M%:'"ao���JCVAV7 %N/N/N/ IN/N/N/II/N/N/N SC?�\ �������sJIII �✓S�CO�w:(OS.Fr1al1 �l�n�b.�/Sy6%�✓.///.L rur✓�GOm/lal. I EQUALO i EQUALO 3" MULCH LAYER FINISHED GRADE 3" COMPACTED BACKFILL LAYER TO PREVENT SETTLING HORTICULTURAL SOIL LOOSEN TOP 4" OF FILL OR NATIVE SOIL FILL OR NATIVE SOIL I EQUALO EQUALO ROOTBALL ROOTBALL 3" COMPACTED BACKFILL LAYER TO PREVENT SETTLING HORTICULTURAL SOIL LOOSEN TOP 4" OF FILL OR NATIVE SOIL FILL OR NATIVE SOIL SHRUB PLANTING ON A SLOPE SHRUB PLANTING AT LANDSCAPE /----\SHRUB PLANTING DETAILS 1 1�11 = 1'-OI' J - SET TREE PLUMB -SET TREE PLUMB 3) 2" SQ. x T WOOD STAKES, EQUAL NOTE: I SPACING SET INSIDE SOIL SAUCER 1. 'DEEPROOT' PROTECTIVE ROOT 3) 2" SQ. x T WOOD STAKES, BARRIER SHALL BE INSTALLED PER 3) 2" SQ. x T WOOD STAKES, EQUAL SOIL SAUCER, COVER WITH MULCH EQUALSPACING (SET INSIDE MANUFACTURER SPECIFICANTION AT SPACING (SET INSIDE SOIL SAUCER) OOTBALL, SIZE VARIES WITH TREE CALIPER SOIL SAUCER) EDGE OF PAVEMENT IN ALL AREAS WHERE TREES ARE PLANTED 6' OR LESS OOTBALL, SIZE VARIES WITH FROM EXISTING OR NEW PAVEMENT TREE CALIPER AND HARDSCAPE. OOTBALL AND MULCH RING, TREE GUYING, TREE GUYING, 2. ROOT BARRIER SHALL BE PLACED SIZE VARIES WITH TREE CALIPER EQUAL SIZE AND STRENGTH TO MATCHED 'ARBORTIE' BY'DEEPROOT' OR APPROVED CONTINOUS ALONG PAVEMENT AND SPECIFIED TREE ATTACH PER EQUAL. SIZE AND STRENGTH TO MATCH HARDSCAPE WHERE TREE SPACING IS TREE GUYING,'ARBORTIE' BY MANUFACTURER SPECIFICATIONS SPECIFIED TREE. ATTACH PER LESS THAN OR EQUAL TO 20'. 'DEEPROCI OR APPROVED EQUAL TAPER SOIL SAUCER MANUFACTURER SPECIFICATIONS 3. WHERE TREE SPACING IS GREATER SIZE AND STRENGTH TO MATCH INTO FINISHED GRADE THAN 20', ROOT BARRIER CAN BE SPECIFIED TREE ATTACH PER SOIL SAUCER, PLACED IN 20' SEGMENTS AND MANUFACTURER SPECIFICATIONS GRADUAL SLOPE TRANSITION TO GRADE SOIL SAUCER, COVER WITH MULCH CENTERED ON THE TREE. I PLAN 1f COVER WITH 3" MULCH LAYER, PLANT PER PLANS SET TREE PLUMB ys PLAN ♦ _o 0 o I ys I•o� d ®o I 4 � IQ 'o O e e I e B B REMOVE EXCESS BURLAP WITHOUT DISTURBING ROOTBALL, EXPOSE A MINIMUM 1 O TOP 2" OF ROOTBALLAND SET FLUSH WITH HIGH SIDE OF FINISHED GRADE 4" MULCH LAYER OVER p� I � ° EMOVE EXCESS BURLAP WITHOUT EXPOSED PORTION OF ROOTBALL Jai b DISTURBING ROOTBALL, EXPOSE A �yJ MINIMUM TOP 2" OF ROOTBALL HORTICULTURAL SOIL ° 3" MULCH LAYER i LEVEL PLANTING ZONE, 2x ROOTBALL 0 1 C EMOVE EXCESS BURLAP WITHOUT SOIL SAUCER, SOIL SAUCER, 5" MAXIMUM 18" ROOT BARRIER BY'DEEPROCIJ UB-18-2, DISTURBING ROOTBALL, EXPOSE A BUILD UP AS NEEDED FOR LEVEL PLANTING HEIGHT COVER WITH MULCH OR APPROVED EQUAL. PROVIDE ONLY MINIMUM TOP 2" OF ROOTBALL ZONE, GRADUAL SLOPE TRANSITION TO WHERE REQUIRED (SEE NOTE) / GRADE, COVER WITH 3" MULCH LAYER TURF GRASS, HOLD BACK 18" AROUND TREE 3" MULCH LAYER 1 5 A ADJACENT HARDSCAPE PAVEMENT a- \\j ` ACKFILL TURF SOIL PROFILE, SEE STANDARD DETAIL INISHED GRADE III U IIW1U UII 111 II IIW - III=III= " COMPACTED FILL LAYER TO /\\ \ INISHED GRADE PREVENT SETTLING ACKFILL = _ % //j/// / �% ` /\\�\ j\\�\/ o = = = = = = = = = //� ACKFILL - = = = = = = = / // /�\/j /�\/j /\ JUTE NETTING REQUIRED WHERE SLOPE >_2:1 ////// '✓/ //j// // - =III = /\y\\ INISHED GRADE I = = " COMPACTED FILL LAYER TO • "COMPACTED FILL LAYER L- = = = = III= _ \\/ \\// / - - c = = = III TO PREVENT SETTLING -III- = = - = = _ //�/\ ORTICULTURAL SOIL --11 1-11 PREVENT SETTLING 1=1 1=1 =1 1=1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - - - - - - -OOSEN FILL OR NATIVE SOIL, I- , i � = � III - III -III IIIIII-III IIIIIIIIIIIII - _ _ LOOSEN FILL R NATIVE SOIL, - - -___ ____= = __ ____� REMOVE IMPERVIOUS DEBRIS 005 O SO OOSEN FILL OR NATIVE SOIL, - - - - - REMOVE IMPERVIOUS DEBRIS-IIII1=1=11=111111=1 III ;III„ REMOVE IMPERVIOUS DEBRIS „III ;III„III ;III ;III„III II,; III„III II II„ II1'',I EQUAL EQUAL ILL OR NATIVE SOIL ILL OR NATIVE SOIL ROOTBALL0 ROOTBALL 0-III- - ILL OR NATIVE SOIL MU ROOT ROOT BARRIER REQUIRED EQUAL EQUAL TRANSITION SOIL SAUCER SECTION SECTION ROOTBALL0 RODTBALLQ BACK TO GRADE TREE PLANTING AT LAWN TREE PLANTING ON A SLOPE I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!!liillllll!!%i!iiil: I , SOIL PREPARATION - PLANTING BEDS FINISHED GRADE, HOLD DOWN 2" BELOW ADJACENT PAVEMENT SURFACES PLACE 3" MINIMUM LAYER OF MULCH PLACE 6" MINIMUM LAYER OF PLANTING SOILS MIX PLANTING SOIL INTO TOP 3" LAYER OF TILLED SUBGRADE TILL SUBGRADE TO 6" MINIMUM DEPTH SUBGRADE: FILL OR NATIVE SOIL FINISHED GRADE, HOLD DOWN 2" BELOW ADJACENT PAVEMENT SURFACES TURF GRASS SOD L...�.•-.r '" a-^� .,... +.. + r :r f •s-:....'"'� .: 2" LAYER OF TOP DRESSING SAND (AS DIRECTED BY OWNER) TILL SUBGRADE TO 6" MINIMUM DEPTH IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII FILL OR NATIVE SOIL I I I I� IIIIIIIIIIIIITIITII � 1I � 1I � 1I � 1I � 1I � 1I � 1IT1IT1I � 1I � I I IIIIIIIIIIIIIIIIIIIIIIIIII 111 111 111 I IIIIIIIIIIIIII I SOIL PREPARATION -TURF GRASS SOIL PREPARATION DETAILS Y4n = 11-0 1' SEE SCHEDULE rna saenun 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 OF PLANTING SOIL MIX 1. SEE PLANTING PLANS FOR SHRUB AND GROUNDCOVER, GRASS, AND PERENNIAL PLANTING GROUNDCOVER DETAILS Y4n = V-ou GROUNDCOVERBEDAREAS. 2. ROWS SHALL BE STRAIGHT AND PARALLEL. 3. SEE PLANTING SCHEDULE FOR GROUNDCOVER SPACING AND QUANTITIES. SHRUB & GROUNDCOVER SPACING STAGGERED ROWS THROUGHOUTBED TYPICAL ON CENTER DIMENSION AS SHOWN ON PLANT LIST T CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 WatkinsvJlle, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineerrng.net z Q Z zw WLU J z �LU W O 0 L Q O W u >LCII U JLU W z W 0 U J J LU C) CII O W N V 1 PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: LANDSCAPE DETAILS SHEET NUMBER: 13 PROJECT NUMBER: 19016W4D DATE: 02/12/20 N VAC EQUIPMENT BASIC-2 CarWash Controls W/ Gate & LPR Configuration by G.C. 25' 10' 4,-7" VAC EQUIPMENT L Notes: 30-i } 1)- Face of Sonny's -PS 4" ❑ 20—D from curb edge. p e ELEVATION - 2)- Face of Gate 18" from pp n FW! � curb edge. 20—C S)- RFm should be 12" from curb edge. 4)-Curb should be 6" in height. of 5)- Curb should have V- 0% -- - ----- —���` bollards (04"X88" A.F.F.) at ear I both ends to protect ` hardware. 6)- Sonny's -PS and gate should be no less than 9' and should not exceed 10'. 7)— Lanes between curbs m oz S p should be no lase than 9' V 4- r I (recommended) and should `__ ( ) — 1 not exceed 12' 4 6 __� �IfI� p W d 5)- Loops provided by F a 9., a C"Wash Controls Installation by G.C. O O o W Z "7 o ' z G� /'� _----^ I AUTO ENTRY AND GATE EXAMPLE oar AUTO ENTRY AND GATE EXAMPLE L7M gfFggggeFpie — 0 W _ Z O H Z a y y ■ N Z Z � z Z z � W +■■■■■■l—V z 0 0 0 0 0 w O z GU 0 0 0 0 UO w 0 5 w a N Y U U W K O K O d v�i = K K 0 K O d Z p J o a a> a a a> LL W r-I N O1 c-I tD O N N O N O O N N N �O N O1 N O Z Q F r-I c-I N M N O O rl O O O O — - / W w c p,LT H Ot- AUTO ENTRY AND GATE EXAMPLE I IL AUTO ENTRY AND GATE EXAMPLE CANOPY EXAMPLE AND VAC EQUIPMENT DATE: 1.30.20 CARTER ENGINEERING CONSULTANTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2000 Watkinsville, GA 30677 P: 770.725.1200 F: 770.725.1204 www.carterengineering.net z J Q z F— Cr Cr F— W W J J z > W LU F- 0Cr LL O O w U >LU J W F W 0 LU U J J /J W o _ Cr 0 W ri N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EQUIPMENT SAMPLES SHEET NUMBER: 14 PROJECT NUMBER: 19016W4D DATE: 02/12/20 II I I II II II II O v' II II I I N N o n II \\ I I r U r r r m r r o ------------------------ i — --- w w � Q w w � z _—_— —__—__--_—__—__—__—__—__—__—_ ii. g g m g g- Z -- — -- -- — — --- -- — — -- — — -- — -- - ® " o 0 0 o o 5 rat V V w H w 0 Z p o a a> a a a> LL J Z w N w O N tD O1 O p W O 110'-0" lo p,LTH pry p - - �. Z MES J TEORM" 1-0T(f T 10-A 10-A _ , - 1-A FM 1-E 1-P 10-L Q!1131 NALm2-A 2-A ^13-C N Q Q DATE: 1.30.20 N � 1�E�� 11LoJJAJ ���1111Lo-JJJB F' •• � v a � � 0 0 ©0 © g� (91* 20 25-A 25-H �20-B W a ,a r� a O v O O 25-B 25-1 25-4 21-C 25-C 25-J 25-K 28-1 25-L 18-E v dor -------- ---- ----- -- -- I I I E� � � -- 25-0 25 G N CARTER ENGINEERING 1 w N (o b N CONSULTANTS 01, Carter Engineering Consultants, Inc. 3651 Mars HID Road, Suite 2000 12'-0" Walkinsville, GA30677 P: 770.725.1200 F: 770.725.1204 www.carterengmeering.net 000 <O O O O O O O O O Vl I I I I wl I I I I I I I Z O O ) 0) Q z 105'CON V. ZLU J J z > Ln LU�� 0 EQUIPMENT PLAN p 0 LU V NOTE: ALL EQUIPMENT LOCATED WITHIN THE BUILDING O > w J W z LU0 U J J W _ O (Y LU L N 1, ^ 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" MOUNTING HEIGHT F — — — L___ GROUNDLUG EXPOSED CONCRETE TROWEL SMOOTH — PROVIDE GROUT AND SLOPE TO DRAIN GALVANIZED RIDGED ELBOW PVC-TO-GRC COUPLING CONCRETE — ROUND BASE LUMINAIRE. SEE FIXTURE SCHEDULE. SQUARE NONTAPERED STEEL SITE LIGHTING POLE. COORDINATE FINISH WITH OWNER AND ARCHITECT PRIOR TO PURCHASE. HANDHOLE. (MINIMUM OF 4" X 6") AT 48" A.F.G. TO CENTERLINE. SITE LIGHTING POLE BASE SCALE: NOT TO SCALE PROVIDE HANDHOLE 11"X18" HANDHOLE AT ALL POLES. COVER SHALL BE HEAVY DUTY, SLIP RESISTANT, BOLT -ON, AND INDICATE "ELECTRIC" ON COVER. SEE SPECIFICATION FOR MODEL NUMBER AND TIER RATING REQUIREMENTS. SPLICES SHALL BE WATER TIGHT. SCHEDULE 40 PVC FROM PREVIOUS POLE TO NEXT POLE 5/8" X 8' COPPER CLAD GROUND ROD NOTE: SUBMIT SIGNED AND SEALED STRUCTURAL CALCULATIONS FOR POLE ASSEMBLY FOR 130MPH WIND ZONE PER ASCE 7-05. SEE SPECIFICATIONS. NOTE: POLE BASE STRUCTURAL DESIGN BY OTHERS A• A= An r Aa CA �• r 2 e -:xe i. x- 0 xe. .2. .2, i. i� i, ° A/ AA' 7 .11 A= A= A= Aa A• A• �' r r 2= Aa r 2= Ae• • �AO//1r-• .• ._ __ 2° rr2' AaA'A•`7 Atam T 9AF'�O �_ = a^ x r r�=•�`_ + x0 2' ?` Y A' A' 2• 2' 2' 2° = F Fl = « A= A 2' A• i x 2• Ab A` 2' A° _"2 e xA A• .41 f Y Y' : x x x x . P' 2, a'f —1 2 L x A• 2" 2 A' A' A= A= A' A A• �2 A= r :•� : — _ 'r A' AB G) 2' 1. 2" A= r 2. _°' = 2° A^ 11 1 = 2° 15 A• A° ='AB ©d o A = 2° A" •'-' 4' A' A° 2° A° A° = A` A' 1. •_ A' _ = x = • A' _ + A• A' A' A' .= A• 2° A' 2' A' 2' A' 2° 2' f A= 1. A' 2° #' ? .21 A• 2'p — 2' 2' Y A. 2' P ' Y 2' 2' A' A° A. 2 2' 2' 2= x it 2' 2` 2ABO,• � x 2° 2' 2' 2= x A' A' Y 2' A• Y AA x A` A. Y A. ' = A' x 12 Y 2' A « 411 A` A= A' 1 A^ 2° A' A' : il x A° A• 2' 2' A° A= A• 3P. A' 410111111111111111.el Aa A' A^ il A' A• +� •� °41. r A' A° A= e 2' A= 2` 2° A° r A^ il il i. An A• e A= A - A• 2' A= A' 2• A• A= A^ A^ 17 A^ A •°I x r A• A^ r A° A= P 2 2' 2• =p il i. An A= A^ A• 2= r 2• A- A° r A' i. 1. 17 A= A= A^ , + A' 2' x A A' A• A' 2' it. it. A= A A' 2' A A' A^ A< A A= r = A^ A• A^ A Al A° A' 2• _ _ = 2°® xu ® A A' A• 2• r x .1, _ = A, 2• 2'7 25/ x=° A° A' A° 2a A' A' : _ = A' 2' A'ii A^ 2° 2' 2' : _ _ :1 21 A" A' Y 2' ,g A' AA' A• A' ,'� 22•OA2A11 A= 25 r — — IV I Z C A= A• r An WA WA WA A' + + 411 411 41. + + « « + + +al WA WA WA 30' BUILDIN LMbAC WA WA WA WA A' + « + + , + , +4. 1 IA « Al A^ + + + + + + + A= + + + + + + + + + +AA , +A4 A• A^ A^ A A A A^ A^ A^ A° A^ A A x" A r A^ A^ A^ A A x" � r A= Ax e A LIGHTING FIXTURE SCHEDULE LAMPS BALLAST/DRIVER MANUFACTURER TOTAL TYPE DESCRIPTION &CATALOG NO. VOLT -AMPS VOLT N0. TYPE NO. TYPE AB - 38W LED - N/A LED GARAGE/CANOPY FIXTURE. FULL -CUTOFF OPTICS, FLAT LENS, AND RECTANGULAR LSI 38 MVOLT LIGHTING DISTRIBUTION. MOUNT TO UNDERSIDE OF CANOPY. CRUS-SC-LED-SLW-30-UE-BZ OA - 131W 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) 131W LE - N/A DOUBLE HEAD LED AREA LIGHT WITH TYPE 3 DISTRIBUTION. FULL CUTOFF. MOUNT 20,-0" LUMARK 262 MVOLT (16,832 LM) ABOVE GRADE ON SQUARE STEEL POLE. PRV-C40-D-UNV-T3-SA-BZ-7030 OC - 131W LED - N/A LED AREA LIGHT WITH TYPE 3 DISTRIBUTION AND HOUSE SIDE SHIELD. FULL CUTOFF. LUMARK 131 MVOLT (16,832 LM) MOUNT 20'-0" ABOVE GRADE ON SQUARE STEEL POLE. PRV-C40-D-UNV-T3-SA-BZ-HSS-7030 WA - 12W LED - N/A LED FULL -CUTOFF WALL PACK. MOUNT AT 8'-0" ABOVE FINISHED GRADE (OR OTHER AS COOPER 12 MVOLT ARRAY DIRECTED BY ARCHITECT). XTOR1B-Y-BZ (3000K) NOTE: ALL FIXTURES LISTED TO HAVE BRONZE FINISH PER LOCAL JURISDICTION. ALL FIXTURES LISTED TO BE 3000K PER LOCAL JURISDICTION. ELECTRICAL - PHOTOMETRICS PLAN SCALE: 1/16" = 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 —U THOMAS E. MORGAN, JR. ARCHITECT p + 423 FISCHER TRAIL A,A. ID, + + ELLIJAY, GEORGIA 30540 A,ol « Pl A + 2 « +Pl« « « « . +P. 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 SSUES/REVISIONS « + « « « + « DATE DESCRIFTION 08. 18.20 COLORED ELEVATIONS SUBMITTAL T. DRAWN BY: MTC CHK'D BY: SWL PROJECT TITLE: SAVANT Engineering, LLC 5064 Roswell Road, Suite D-301 Sandy Springs GA 30342 7703199400 Project 20147 C2020 'UD T1 c I!`n Tc nU AT TTUl D T7 n TTll•I 41ln4 0 11 2 >Q N� L L1_ J U � U) cn L U U) LU LL �/ O 0- J X 0� LU Q � U SHEET TITLE: ELECTRICAL PHOTOMETRICS PLAN PROJECT NO: 19066 E100B ARCHITECT OF RECORD: THOMAS E. MORGAN, JR. ARCHITECT Catalog 8: - Prepared By: Scottsdale", Legacy (CRUS) LED Canopy Luminaire E eLUTLne3 IP66 OA'A Lumen Package 5,000-22,000 Wattage Range 38-152 Efficacy Range 114-156 Weight bbs(kg) 23 (10.4) FEATURES a SPECIFICATIONS pined - Type: QUICK LINKS Ordering Guide Performance Photometrics Dimensions Construction Category C Low operation (per ANSI/IEEE penetration consists of a 4" hole, • Features a ultra -slim 11/16" profile die-cast C62.41.2) is standard. simplifying installation and water sealing. housing, with flat clear tempered glass lens. • Driver components are fully encased In Unit is designed 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. G-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 • panels are available for existing Encores as well as kits for recessed and 2x2 Enco with LSI's DuraGrip' polyester powder coat driver/electrical enclosure is elevated installations (see separate spec sheets). process. Cure withstands extreme 1p above canopy deck to prevent water entry, "knock Support brackets are provided standard, to weather changes without cracking or provide easy -out" connection of prevent sagging of deck. peeling. primary wiring and acts as the primary • Luminaire assembly incorporates a pressure heatsink ensuring cool operation of Internal Warranty stabilizing vent breather to prevent seal components for longer lifeS . Seals to optical housing via one-piece molded silicone ° LSI LED fixtures carry a 5-year warranty fatigue and failure. gasket. (contact your LSI representative for Optical System extended warranty options.) • Universal voltage power supply, 120-277 Listings • Features an array of select, mid -power, high VAC, 50/60 HZ and 347-480 VAC, 50/60 brightness, high efficiency LED; 3000K, HZ input. • UL and ETL listed to UL 1598, UL 8750 4000K, 5000K color temperature, 80 CRI a -40"C to 51 (-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 Qua• org/Qied Products List www.designlights. org/QPL to Confirm whisch versions are 9/ 13,000, 18,000 and 22,000 Lumens. of the installation location (see qualified. Electrical performance data for specifics.) Hazardous Location •Meets Buy American Act requirements. • High performance factory programmable • IDA compliant with 3000K or lower color driver features over -voltage, under Designed for lighter than air fuel temperature. voltage, short-circuit and over temperature applications. Product is suitable for Class 1 protection with integral 6kV surge Divisions 2 only when properly installed per protection that meets IEEE C62.41.2 and LSI installation instructions. See Isimrp.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 LOW surge • One -person installation. protection device that meets a minimum • Installs in a 12" or 16" deck pan. Deck (a Scottsdale' Legacy LED Canopy Luminaire (CRUS) ORDERING GUIDE Back to Ouick Links ITYPICrall. ORDER EXAMPLE: CRUS SC LED SS 50 LIE WHT Prefix Distribution Light Source Drive Cunent Color Temp InputioNnge Finish option CRUS - LED Canopy SC - Symmetric LED SLW-Super Low Watt 50-5,000K UE-Universal WHT - White HLL- LumiMm ACT -As/mnNBic VLW-Very Low Watt 40-4,000K Voftage( -Brenda LW -Low Waft 30-3,000K -Black SS - Super Saver HY-Hi HO - High Output 347-48DV WHO - Very High Output Curmm Lumen Packal FOOTNOTES: 1. AC eirnbu w utlims areiative which alters the lock ham a sta ant SC distribution. 3. CuM.n lumen and win Wpercluni aikMe conk factory. Values are within industry miasmartltder- 2. IkA vwzlablem SLW. an.a but not DLC limit. Accessory Ordering Information (Accessories are field installed) Description DmerNumbn Desmipgon OFdw Number Ill Poem-EC/ECTA/3OFMCRU9, lor18' Geol PMN 52M98 Mr t RIC Cover Panel Blank (no hales) 364702 MmBtPmda-EOTA160E MORU6,Mrt2'Dmk Pond 53Dm M- Hole Plugs and Slllcame(enough WO mhOBt)' 1920510 MWt W G.r Pond Blank (no Mlea) MIT= PERFORMANCE I-Consimd(26)TV hole plugs,(100) Mr help plain and (1) tube of M Rack to Quick Links DELIVERED LUMENS 3000K GGT 4nor Gm BOOOK CGr Lumn PoMMlt Dlehihutlon Dallrood Wme. EHI,., BUS Boeing DelMmd Lumen. 01 BUD Ming DMIWmd IReII•M BMmm BUD MIr1 William Be 21MI 140 84-1.10G2 21M I" B4-UDG2 M97 150 BuDill VHO AC 17355 114 B3-UDG3 17799 117 BYU063 1002 122 03-UO-G3 152 SC 178M 149 S3-UDG1 IM6 146 Bull19071 152 BFUDG2 NO AC 145M 116 ISHUDG2 14M 119 MO-02 15MS 124 B8-UDG2 129 GC 13113 141 B3-UDG1 13449 1W all 13n0 15D agru G1 55 AC 1108 123 83-ODG2 11761 126 Bel Mis 131 BDUDG2 93 SC 1045/ 14 E3-UDG1 10724 148 B3 U0-G1 11140 154 B3-UDG1 LW AG 910 in B2-UD62 wn in B2-UO-G2 W49 134 B2-UDG2 73 sm To 83-UDG1 m1M Bull 9364 155 GHUO-G1 ViewBe AC goal 127 82-UMI 7978 131 B2-VO-G1 Bin 136 B2-UO-Gt 00 SC 55M 146 W-UMI 5728 150 82-UO-01 M54 156 B2-UDG1 BLW AC 48M 120 Bt-UDGI size 131 BHUO-G1 5207 198 B1-Uhl 98 *LEDs are he mMl updated therefore values are marginal,9 Y Pd ELECTRICRL DATA (MPS) Wme. P.INg. winters ten POKY 2M Y711' S.7V 180Y wo 152 1.27 0.73 am ON 0.4 0.32 NO 124 1.03 0.6 0.52 0.45 U.So US 88 W 0.77 OA 0.38 0.33 0.27 0.19 LW n 0.6 0.35 08 0.26 0.21 0.15 VUN m 0.5 0.29 0.25 0.22 0.17 0.13 SUN SB 0.32 GAS 0.16 0.14 0.11 am 'Electrical data r 25C ME). Actual wattage grey or star by*/-30%. OPERATIND TEMPERATURE LUMMI PMUGE MOuma Mn VHO McMMwopd Ca.W1 00 HC MelaW2ootl C..w Mc BE McMtM2ood Camw me Recommended Lumen MalMmncel CRUS WHO Ambient Dart Daniel Saba' m 7M Is Ion Is Oc for 97% W% M% M% fee 1n% 07% D2% 88% 84% 2DC 102% 97% 92% M% M% 25C 10296 97% Side 88% 84% 30 C 102% 97% ill M% 84% 400 for% 95% 90% 85% 80% 50C 101% H% W% M% 78% Rscommended Lumen MalmmmnW CRUS SS goal Tamp I.Hwl1 2%kr= WWI 7Mhr' 10%hr' OC 102% 97% Side W% 84% fee ln% 97% Side 88% S9% 200 10216 gm 92% W% 84% 25C am 97% Side 88% 84% Soo 102% 97% 92% M% 84% 40C 102% W% 92% 68% 8436 50c 101% 0% 91% an% S2% p NWM: time durations that are within six times (M the IESNA LM-aTCe totaltest dare m(in hours)for the 1-Lumen mflntanaxe values at25'C are calculated per TM-21 basMm _M-GO data ant insir, device under testing OUT) i.e. the pxkaged LED). IumirnirsteaGrg. 3-Inaccordance with DENA TM-21-11, CMwktee Values Poor esenttimedumi michater...d or times 2-In avwMa,tor with IESNA TM-21-11, Projected Values mpmeM inerrant value hazed, on NA LM-80-08 Total test duration (in hours)for She chains, under handling (DUD i.e. the pacl.lud LED). LSI lndMrlaa Ina. 10000 Alliance Rd. Cincinnati, OH all • www.lsimrp.mm Page 2/4 Rev. l0/19/20 LSI lndustrlaa Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsiwrpwm (513) 372-3200 • @2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. SPF-c.M=.A.o42o I (513) 372-3200 • @2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice TYPE AB - CANOPY LIGHTS Page 2/4 Re, M/19/20 SPEC.1o20.A.0420 DESCRIPTION The pmemed Lumark Counetour^ LED Wall Pack Series of luminaries provided, 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 settled and guaketed optical compartment make the Cms our impervious to mnuminann. The Cms our well luminam is ideal for walVsudam, inverted mount for fagada(mnopy illumination, posVbollam, site lighting, floodlight and low level pathway illumination including Mira. Typical applications include building entrances, multi -use facilities, apartment buildings, institutions, schools, stairways and loading docks tend. SPECIFICATION FEATURES Construction Optical electrical wiring compartmeM. Slim, low -profile LED design Silicone sealed optical LED Integral LED electronic driver with rugged one-piece, diecast chamber incorporates a custom incorporates surge pPMection.120- aluminum hinged removable door engineered mirrored anodized 277V 50/60Hz or 347V BOHz 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 Crosmour is protected with a housing is available in 12W, law tempered glass and meets IESNA Super durable TGIC carbon and 26W. The medium housing requirements for full cutoff bronze or summit white polyester is available in the 38W model. compliance. Available in seven powder cost paint. Super durable Patented secure lock hinge feature Ionian packages; 5000K, 4000K and TGIC powder mat palm finishes allows for safe and easy tool -less 3000K OCT. withstand extreme climate electrical connections with the conditions while providing optimal supplied push -in connectors. Back Electrical color and gloss retention of the box includes three half -inch, NPT LED driver is mounted to the inMlled 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 Mndard 3-1PY 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. 12118W, 26W boxes. Key hole gasket allows and 38W series operate in -40°C To for adaptation to junction box or 40"C 1-4o"Fto 104•F]. High ambient wall. External fin design extracts 50"C models available. Crosstour heat from the fixture surface. One- luminaires maimain greater than piece silicone gasket seals door 89% of initial light output after and back box. Minimum 6" wide 72,000 hours of operation. Three pole for site lighting application. half -inch NET threaded conduit Not recommended for car wash entry points allow for thru-branch applications. wiring. Back box is an authorized DIMENSIONS ESCUTCHEON PLATES 12w less, tmen 1 I=, iD,mml sew BE me3mml to' N64mm1 Q $00 - L t7-1rz'14g6mm1 a E7N d' wwwdeal9nligna.1 Lumark XTOR CROSSTOUR LED APPLICATIONS: WALL/SURFACE POST/BOLLARD LOW LEVEL FLOODUGHT INVERTED SME LIGHTING L• CERTIFICATION DATA UI ULwmtncelion Limed LM79I LMN Compliant ROHS Compliant AOAComplient NOM Compliant Models IPea amerea»d Formation named Title24Cempllant OeslgnUOhb Consodlum• G.Ill TECHNICAL DATA O-C Maximum Ambiam Tempamum External supply Wiring We Minimum EPA Efferro ee Projected Am (sq. R.). xTOR1 B. %TOM, XmnB•0.M XTO11 .45 SHIPPING DATA: Appm'Wk NM WMVhb 3.7-5.251bs. I1.7-2.4 kOs.l TD514 INN 2017,V7451221:59 XTOR CROSSTOUR LED POWER AND LUMENS BY FIXTURE Up XTOMB XIORILW 1& X B XTOM&W X10R2B-Y X B =m w Xm y X1pMB xTOM&W XmmIF am Le mena 'Ate 1.3aB t,32) 2,IM zm lM7 2,751 2,710 WE 42M ell 3AN (MI n DMlrnhd Lnmms MIO Raw 1.On am 940 10196 1A72 1.M zone LOBE tGB5 3.IN 3,121 2An Ad, m M' &U.G. neena• Bl-UDGO RPUDGO BHU049 i-u0G0 Bt-UDGD B1LOG0 Bt-UDGO 11PUDGO B1L(i 112-1.101 BHUO-GO 82-UDGO car MMVMI 5,000 000 3AW 5,000 4,000 GOOD 15,000 000 31000 61000 4,000 3,000 m(Color Randednp lM ) To 70 70 70 70 70 TI 70 70 70 ro 70 Pmu Comumpam t2w t2w tzw ten tBW 1aY/ 26W 28W 25W 9BW 3BW 98W Mhos( Names Il,dm arm eMv , a SLUG. Re. den M•pdbl(�Y'gVianfina Ambient TampNarun TM31 Wme Mtlmenanw Uz000 Houral TAwreO•al Lm (Hours) X is m 25°C >M 2NA00 a0°L >Ba% 23•IA00 am >M% 215,000 XTOR2B w 2a°C >n% 240A00 40'C >BB% 212A00 Svc "Ter INA00 xraRM Moen 25°C >BB% 240AOO 40'C >n% 212A00 50•L >87% 1n,000 xrare Moor 2YC >BB% 2=1000 4mcc >67% INA00 fivC I >BT6 I ler000 CURRENT DRAW Moor Belgian wlus• xTaR1e XmMB XTmoB XlOn4B 1AV arm aim 0.22A O.34A 20aV 0. W a0 arm 0.17A 2WV 0.5 0.nA Ol 0.17A I. 271V 0.0 O.mA 0.10A oulm 34N 0.3 o.Ok4 0.B 0 10 20 Be 40 ED w 70 n 90 ire Home (Thou»nds) We - 4mL - R6°c - .con n2, xbhnm•X s.m _ • Pm44rtw Gly.W372M d,-,an. area. so Andow, &,sn®'vAd0.wde P: proportional.change without wine a w,weamn..mgMne wnw wmaYt nacre. TYPE WA - WALL SCONCE LIGHTING - BUILDING Lumark • • • • PrevailLumark• • • • Prevail PRV-C40-D-UNV-Ti P3 �rdering Information Mounting Details MPLE NUMBER: PRV-)LL-C75-D-UNV-T4-SA-BZ Pole Mount Arm (PRV) Pole Moum Arm (PRV-XL) Versatile Mount System Villa Lighting T 1-V4" 132mm1 o/�mml PRV=Prevail C15=(i LED)7100 NominalWmens P-OlmmM Wov) Uxv=universal (izoz7rv) Tx=Trod, 11 M 21.M8 13,iDONominal Wmena 36T=36N T3=Type 111 IGa=(2 Lma117,100 Nominal Wmens Alcoho V° T4•Type lV e60•(2Lna)20A00 Nominal Wmena R•TYPeV PRY-MrPmdI XL m5=(4 Ua1 R31A00 Nominal Lumens C1n=4 C1R=41ID 9Q000 No Lumens Ctn•6Lm 61,1s0 Nominal Lumens CDs= 6 LE0 48,600 Nominal Lumens SA=SYandak Versatile Arm AP=Grey MA=Mats Nm aZ=Bronze WM=Well Mount Arm BK=Black OPOa,k Plelinum M1=G,aphiteMMIIN WK-WfiIM I 4-)/a• 7T 111. 6.1611a= [124mm1 I n24mm] [1Nmm] F,� 4" iB01rXn1 d^ 1102mm1 1103mm1 L Dia mHale I I 1 1 1 4n 415118E J L 3314' J Stl/16. J L J N4 Hot D25mm] Gomml 1144mm1 Immml Dia. Hole Wall Mount (PRV) Wall Mount (PRV-XL) R'yJjJL 7-11' a T 1203mal h 1 J 0lmml 12r19nml ® [t)Bmn] O 7116E O s-ire 112mm1 1Sol T 1130mm1 Dis. Hole ` S• 5' Zttmml 231E 1 p6mm1 1127mm1 Oia. Mole IBOmm] p5lmml L 8' h62mm] Mast Arm Mount(PRV) Mast Arm Mount(PRV-XL) 2T T 0 Ieanml • 11Se•rtl OWr•nl o.D. GD GM 6" 1 Jas L).1312°� 41/B' J 69mm 83mm I I 1 ] iBBmm t04mm 1 I I Mounting Configurations and EPAa or earx'aunepole for rmmean. For 2 agrequires NOW: For „m¢mounted tlall .uan minimuml,nminlmYm Ar,ueeaunepolemrlpogral.,ennCunpmerismspanelb afarmgineeringone nisto<pmWW@WfiscurecompntIM1illtyo,appll[ellana . um IW Arm um ( RV@J ( 20 ( (R�@ Well Moue PAD. �pav,sxi) EPAEP omw attorney 1B5(PIN-%L EPA�3(PI�es EPA 2.52(Pmum �9) PA 1G (PRV-XL)• �/ pop Optical Configurations PRVL15 PRV-C2MD1o/C6o RNML WC1a0/C125 PRK%L-C15WC175 (7,1m NomlmiUm s) (13,IWl Wme.),W (26,100/31,000/36,300 Npminal Lumens) (41,100/M,600 Nominal Wmem) �� 00 M G M l� l� 4r Gscuttle, - ant /� 1�iraBRr - w PRV /PRV-XL Prevail LED Area / Site Luminaire 1 � PIemII xL - Typical Applications f OUtdOOr•Parking LOts•Wdlkwaya•ROddwaya•BUi ding Areas pang �•-- ------- Product Certificiations AIDInteractive Menu � ••as, N4��- • D E 1 Ordering Information call fT O I (4 0 `v LISTED r�1 Mounting Details ea g Peg as Optical Configurations 3 n�. y _p P 9 O ,, Page VEA11esi • Product Specifications page3 • Energy and Performance Data page4 Product Features . • Control DPtI00S page � {� t.m.®°lay ° Quick Facts " ° • Lumen packages range from 7,100-48,600lumens (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 PNwall n1ml 5/16- I177ni JA >oW=70 Do / 3000K cm • )o50=70 Go SOOOK INJ Ms&Houee otatedield° UO.Opicr WeShield Left ROD -Optics Rotated 90"Right ln=,OkV/1Wrk UL 149 Fused Surge Protective Device lill High Ambient Temperature' M=NEMA 3 PIN restatedPnotocontrol Surprised PER)=NEMA 7 PIN Twistlock Pnotocontrol Receptacle MSPIDIM-L12=Integrated Senem for Dimming Opetion,B'- 12' Mounting Heighl MSPIDIM-U0=integrated Sensor for DimmingOperation,12'- 30' Mounting Height!° MSPMich egrl Sensor OWOFF Operation,W- 12' Mounting Heigh • e MSP430=Integrated Sensor OWOFF Dimming Owntion,l2- 30' Mounting Height!° MWDIM-L20-Motim Sensor for Nmming Operstion,9'- 20' Mounting Height !^ MSIOIM-L40W-MMIon Se.nfm Mmmi.OWaWn,21'-4B MouMn Height"' MS DO=Motion Smax Mr ON/OFF OpareoAS-TM Mounding Height'• MS L4DWMoWi &.arfw DNMFFOp MIM21'-4BM.nti.gWgM!'I ZW=Waxellns ena01ed 4PIN Twiml.k ncepMdeutal m-SWMU=Wminx Wireless Se.w,7- 13 M.ming HelgM!'!'!" m-$WPeSIX=Wavelinz Wireless Semod 15'-M' Mommng Height' '!.... LWR-LWWmawmpmwimkssSmwSNdeWm MrB-i6'MouMing HelgM!" LWR-LN=LumaWev Pm WirekseSmmt Namw Lmrfm l6'-40' M.oang HelghO,'° (B. TrIe BYow)=LumenSNinkgrmdNd O&Se.,ily Cmma'A'° PMM ==Wag MauM Kit• PnV Xchilan Arm MOUMInp Kit PRV511U-n- ndaMAmMouArm ntiKit ngK PRVXLSA-Xx= ndaM Ar Arm Mounting Kit (for PmeiIXL)'e PMLWM-Xx=Wall Mount Mt (far R 11 XL PML1M-XL=Man Aron Mounting Kit (far Retail XL)'• MA, 010 XX-Single Tenon Adapter he 34/2'OLD. Team EM1011-XX-2@160- Tenon Adapter for 31/2O.D. Telco "1017-XX-Single Tenon Adapter for 23/8' D.D. Team Wl018-%%= so- Tenon Adapter For 2 Us' O.D. Tenon HSIVfAD-House Side Shield •'• M-FM=VeRical Glare Shad, FronVBmA a M-SIDE=Venical Glare Shield Side• 0 1013=MoMCoMMI Shoning Cap a 1014=NEMA Photomurol-120V OA/M1015=NEMAPh..niml-MullYTaplOSaW DUM12n=NEMAPhoaxont.1-UN OAMA1027-NEMA Photomnirol - AM ISHH-01Antegramtl Samoa Rog,mming R Ma F91R-100=Wlmlms Configuration Tool for Ompmq 3enm» MNU=WaveLlnx Wbelmsaem.7'-15'M.ming HelgNAlk SW05 XX=WereLlne WlrelessSemoC 1B-da Mounding Heigh amw MM-7P-1M=WMeL1ln Nm or Carhol Module IF PIN)" mTEE: LCnI nu mac^v^rnum'Dualln[d.Relvmwww.anl nil Mv. ueIILMP,aau=uununee, Famu Nmaefa,enell•. 9 9 9 p u9g Y a.Wnomer is re¢ponsiblemrengineerlrganaly=Mmuonfi,mpdendnnmeconmllhilllylerepplicetlom. Rekrlolnatellation innmdiuneane polewM1. peperWP513WIEXbratlammal npwrtlnbrmMlon. a. m. ndam4e00K one rawasyst aHeb mgoaks nd.veemaemsPVNEGnd alumeeM1s.mreeawlem¢. impea.nngmYnaeamMme u,Came,gruunhe.rmem•Inmmmhknawna¢Tmee PM1.mh wbepenn inn Mx x nLe Dena.^ermeesnnecarnerpaurr Dale rem.. q e n 1 5unaeman¢anProeucweb.mekrnn.nanaara CCTa Cal aerafec H^uuNaeSM1lelen^lauimhlewl,M1isdbbNbnaCenIumenpe5age 7. Houeaaered lumen IT lFeru M.Itln'IheetM1e wa...I... 11,11m FSPorzhtt^=omrol,emweae(Year PERT) certiorari quems(as, NaR aw or Prog. n. Senaaipaaeieelmuiee tvlm mar h=oeennenaulmm�apermmghalow xPSH•rl. ta.merne, for me eerie to be ',to wulm w oatewe components WAC.POE and soon 120 ineppmpdne quantities only aampndllewnh wartum Emend and software anrequires System =ampo^=n'elohein,talleel^'op=retian.a»•matnmrmamWnaim.wli=minninfanaiaa n..daYaaawhn.an»remm(WN,d,z. C75, ,a Larval Pro wonder sensors arelntepinvi and require nnwaix eomperem LWP-EN.L LWPlash, and Hista aln°wroprlme quantities. sn wehsae For LumaWen Pro application shormatlnn. 75 u..tavabWeb PmxLroMeumiun¢c7s.aousieft G syste u. umaaaaxe MWGNrw,drx%amidne. mown Wmens.kaynem Product Pages ForMdeionaldeals and wmnaeilitrimgmmion 17..P1.n xx MW P•Im n1ar. le. umlgmerompndp.duoaNangrdmng ananxaxneuphleeaea.on0.2a,arc. 14 TietmlenahlnatllumnhnmlMgremesenwr(NSP)wnmetersincoAng high and low modes, sensitivity time delay cutoff and more. Consult Your lighting opmeashaded m Enron for more lmorm.on. N. Ne WlenebleaeyuMmw rent an Bwam(Ma panmelen mduding higM1 ^ntll^wm^d a,aeneinriry,time tlel^y, amrl^ntlm^re C^multweehrom rep....odve at Eaton to sees inlwnnum 21."MemorWyePMIN IIn-.WMkVIPINNdowsenrk-. NareoriFwi'eoutianT6ewnla-goes^n^tbemeebaaNYneianwnhcon.r=o^eel..ymemacaa.aaP.=wo,LwY, menSefe Integrated Network Sewrtly Cemem Technology Options (Add as Suffix) L-Lmhdmmfe Technology .e, xa"ww Camera Type O.Oome Came. C=Cellular Customer Installed SIM COW , E=Ethemn NMemries -Cellular FaMr al not al AT&T SIM Card Poor Version SIM Card S=Cellulaq Factory Installed Sprint SIM Card L Product Specifications Stockermg Information Construction • Class l elenronic drivers have expected life of Finish 1a-i Gri G, postage] 26.13/16'land mm] PNwall7d 3-11/16' J9knmj [18glnml J _ L1 172/89454mM 39N8'11006mm] • Single -piece dlscam aluminum housing 100,000 hours with <1%failure rate • Five -stage super TGIC Polyester powder coat • Tethered diecand aluminum door • D10Vdimming driver is standard with leads paint, 2.5 mil nominal thickness external to the figure Optics Shipping Data • Dark Sky Approved(3000K CCT end wanner only) re Versnq • Prevail: L: 45l(9.(20.41) • Precision molded polyearbonee optics • Versndile patented, standard d rtl mount sterns m • Prevail XL: 451bs. (20.4t kga.) 1-1�/2mto 47/8' multiple drill patterns ranging from Electrical minimum operating tempemture Aknd pole ontheMndard mounding arm enables • 40-C maximum • 40°C maximum operating tempereture roundl 313 mounting • >.9powerfactor Prevail: 3G vibration rated - 1.513 • <20%tMlharmonicdiMortien • Prevail XL Man Arm; 3G rated ration rated • Prevail XL StandardArm: l.SG vibration PRV9=Revell cl LED) 7.1m Naminal Wmens M 2LEDa 13,100 Nominal Lumens M 2LEDa 17,100 Nominal L'fi0. 2LEDa 20,000 Nominal Lumens oMAM al(l2277V) 347-di T3=Type1I1 T4=Typely MSPADIMi30-Integrated Sensor for Dimming Operation, Maximum 30' Mounting Height PRV-ri=Revell XL call LED MM:({ �C S.4 MW=G ED nn=61FD n75=6 LED 26,1ee Nominal Lumens )y s,,000uommal wmam 36,ODDNominal Lumens 4t,too Nominal Wmma 48,600 Nominal WMme XorEx 1.N1a,wxedmgu,ruX•mm�Mm 4001IDnL breezefind, and nuludeoaalan&M wl.ee muMN am. Wymll•hleln PRVseonfgmdbn ClS,Cas,G0u Ce0. d) COOPER PMOD001 EN papal s M Lighting Solutionamh 4, 202031D PM (� COOPER p PSSOnmEN20pap.2 Lighting Solutions Mamh 4, 203:1D PM ucHr1N COOPER PMOOOm EN page3 Lighting Solutions Mamh 4, 20203:1D PM TYPE OA, OB, OC - SITE LIGHTING TD514013Ex 2111747-251221:511 423 FISCHER TRAIL ELLUAY, GEORGIA 30540 ©©M ID 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 DESCPJFTION 3. 18.20 COLORED DEVIATIONS 5UBMITTAL I .20.20 AR13 COMMENTS ARB-2020-35 1.1 1.20 ARB COMMENTS ARB-2020-35 DRAWN BY: CHK'D BY: PROJECT TITLE: GM Q W U r/ V^ /^Uj ) V ) Uj 0�O 0- J LU Q U SHEET TITLE: EXTERIOR LIGHTING CUT SHEETS PROJECT NO: 19066 1