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HomeMy WebLinkAboutSDP201800066 Plan - Approved Final Site Plan and Comps. 2019-07-25PROTECT YOURSELF I I 1,L I FMA&I IMN � • 1 11 11 11 11 EMINOLE TRAIL (SR 29) & EAST RIO ROAD RIO MAGISTERIAL DISTRICT ALBEMARI-.,E COUNTY, VIRGINIA Oub-uit; $xjfs :9 P a { f 5 �a 'fd':.'ar,:.`T } Cif 1" r 200' E y,,�.t= p�8 R DYNAMIC EN-GINEEIVING CONSULTANTS, P.C. 1904 MAIN STREET LAKE COMO, NJ 07719 W W W DYNAMICbC COM � 1 • COVER SHEET CM SURVEY (BY OTHERS) C1.2 GENERAL NOTES C2.1 DEMOLITION PLAN/TR-FF CONSERVATION PLAN Y C2.2 SITE PLAN C2.3 GRADING PLAN C2.4 DRAINAGE & UTILITY PLAN A C2.5 DRAINAGE & UTILITY PLAN B C2.6 UTILITY PROFILES (STORM) C3.1 UTILITY PROFILES (SANITARY) C3.2 UTILITY PROFILES (SANITARY) C3.3 LIGHTING PLAN C4.1 LIGHTING PLAN DETAILS C4.2 CONSTRUCTION DETAILS C6.1 CONSTRUCTION DETAILS C6.2 CONSTRUCTION DETAILS C6.3 CONSTRUCTION DETAILS C6.4 CONSTRUCTION DETAILS C6.5 SOIL BORING LOGS C7.1 VEHICLE CIRCULATION PLAN (WO-57) C8.1 VEHICLE CIRCULATION PLAN (REFUSE) C8.2 LANDSCAPE PLAN 1-1.1 LANDSCAPE PLAN NOTES & DETAILS 1-1.2 /.T [3°/ r'�-:3Y'�'6iT:1YiG Zorw!Iuyliv/ 06+'.'.1ri`�'t1PG,. 0 r FRH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT #: 35651.000 DYNAMIC ENGINEERING UHL'DEWIOPMfWCL?N$UtI1M�r,�'PfRMf1JING GEf)TECHNT4AL,� EII,VIIt¢F�iE?II•i�E � TRAFFIC SUAYEY +,"$1 TINNING:& IONi�(C� 1904 Main Skjo, lake Como, NJ W 119 T: T3Z.4�401 p$; I'`F: 732.474 3821 a ;AddiNorwl oRken con'vQnlently lecofail'af:'' �t+!ex • E oamvere , � ', tmv +�avttenep rrz.nmcT` t1a.lntn J$ppM,oNo riwaa�uRa ' �n.i4m.tr3r;s3121a4 ',; �f'9ucai;,aak? •. C,SEt.Pps90 www.*n=kec.c= JOSEP P ONE PROFE IONAL NGINEER VIRGIN LICENSE No. 51627 Job #: 2627-99-002 Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH 9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID CHARLOTTESVILLE VA Drawing COVER SHEET GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED BASED ON REFERENCES INCLUDING: ALTA NSPS LAND TITLE SURVEY FIR ORDER LLC 4383 HECKIOWN ROAD, SUITE B BETHLEHEM, PA 18020 PROJECT NO. 6262 2. APPLICANT: p00EDARIDEN CENTER DRIVE ORLANDO, FL 32837 3. PARCEL DATA: SEMINOLE TRAIL (SR 29) & EAST RIO ROAD PARCEL ID# 06100-00-00-13200 RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 4. ZONE: PLANNED DEVELOPMENT SHOPPING CENTER (PD-SC ZONE) 5. EXISTING USE: PARKING AREA (PERMW USE) (§ 18-22.2.1A.2.) 6. PROPOSED USE: EATING ESTABLISHMENT I�ERMITO (§ 18-22.2.10.14) (SPECIAL EXCEPTION FO A VARIATION TO APPLICATION PLAN SDP197900007) 7. SCHEDULE OF ALBEMARLE COUNTY ZONING REQUIREMENTS (§ 18-4.20) ZONE REQUIREMENT ZONE PD-SC EXISTING PROPOSED MINIMUM LOT AREA [1] 1 AC. 12.56 AC. (546,937 So 12.56 AC. (546,937 SO MINIMUM FRONT YARD SETBACK (BUILDING) [2] 10 FT 529.3 FT 41.7 FT MINIMUM FRONT YARD SETBACK (PARKING) (2] 10 FT 4.7 FT (0 10.5 FT MINIMUM SIDE YARD SETBACK [3] 5 FT N/A 39.0 FT MAXIMUM BUILDING HEIGHT 40 FT N/A < 40 FT MAXIMUM GROSS FLOOR AREA 40,000 SF - 5,465 SF LEASE AREA CALCULATION N/A N/A 2.06 AC. (89,948 SF) IMPERVIOUS COVERAGE CALCULATION N/A 88.0% (79,127 SF) 71.8% (64,625 SF) ACRES AND ALOTS IN IMAXI U EIGOFB30 AOCORES ANDINREGIONAL CENERSHAVE A NIMUM AREA OF 1 ACRE AND A MINIMUM AREA OF 30 ACRES. (O 18Q25.3F 5 �RES, IN COMMUNITY CENTERS A MINIMUM AREA OF 5 M ( ) 2 IN COMMERCIAL AND INDUSTRIAL DISTRICTS, A MINIMUM SETBACK OF 10 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS TSIDE OF THE RIGHT-OF-WAY IS REQUIRED.(§ 18-4.20) 1`31 IF THE ABUTTING LOT IS ZONED COMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. (§ 18-4.20) (4] NO OFF-STREET PARKING OR LOADING SPACE SHALL BE LOCATED CLOSER THAN 20 FEET TO THE DISTRICT BOUNDARY (§ 18-4.20) f5l THE MAXIMUM SETBACK SHALL BE 30 FEET FROM THE RIGHT-OF-WAY OF THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY. THIE MAXIMUM SETBACK SHALL NOT APPLY TO ANY LOT ABUTTING A PRINCIPAL ARTERIAL HIGHWAY (§ 18-4.20) 8. PARKING REQUIREMENTS A. THE MAXIMUM GRADE FOR PARKING SPACES, LOADING SPACES, AND ACCESS AISLES ABUTTING PARKING OR LOADING SPACES SHALL NOT EXCEED FIVE (5) PERCENT IN ANY DIRECTION. 18-4.12.15C. B. THE MINIMUM INTERSECTION SIGHT DISTANCE FOR INTERNAL INTERSECTIONS OF ACCESS AISLES, AND PEDESTRIAN WAYS, AND ACCESS AISLES AROUND BUILDINGS SHALL NOT BE LESS THAN ONE HUNDRED (100) FEET. (§ 18.4.12.170) C. CURBS SHALL BE ESTABLISHED AT THE EDGES OF PARKING AREAS OR ACCESS AISLES IN ALL COMMERCIAL OR INSTITUTIONAL DEVELOPMENTS REQUIRING EIGHT (8) OR MORE PARKING SPACES. (§ 18.4.12.15G. D. THE MINIMUM SEPARATION OF PARKING AREA FROM PUBLIC STREET PARKING AREAS SHALL BE DETERMINED BY THE COUNTY ENGINEER AND WILL BE BASED ON THE INTENSITY OF TRAFFIC ON THE SITE. IN AN CASE, THE MINIMUM SEPARATION SHOULD NOT BE LESS THAN ONE (1) CAR LENGTH FOR THE MOST MINIMAL USE. (§ 18-4.12.15H. E EN NINE (9) FEET EETCULAR BY EIGHTEENGTHE (18) EETIMUM SPACE AND AISLE WIDTH SHALL PARKING STALL WE A TWENTY-FOUR BE TEN (24) FEEET WIIDEAI LEI(G§ 8N4(�21FEET Ei)WIT A TWENTY (20) FEET AISLE WIDTH OR F. TURNING RADII SHALL BE LIMITED BY THE REQQUIREMENT TO MAINTAIN ONE HUNDRED ((100 FOOT SIGHT DISTANCE. TURNING MOVEMENTS FOR DELIVERY VEHICLES OR OTHER EXPECTED TRUCK TRAFFIC SHALL BE EVALUAED BY THE COUNTY ENGINEER USING)AASHTO SINGLE UNIT TRUCK STANDARDS OR OTHER AASHTO STANDARD VEHICLE AS APPROPRIATE. (a 18-4.12.17D.) G. BUMPER BLOCKS SHALL BE PROVIDED IN PARKING SPACES IN THE FOLLOWING CIRCUMSTANCES: LTHE PARKING AREA HAS NO CURB OR CURB AND GUTTER; (§ 18-4.12.16E.) ii. THE PARKING HAS CURB OR CURB AND GUTTER AND THERE IS A SIDEWALK LOCATED CLOSER THAN TWO 2) FEET FROM THE EDGE OF THE PARKING AREA, EXCEPT THAT BUMPER BLOCKS SHALL NOT BE REQUIRED WHERE A SIDEWALK HAS A MINIMUM WIDTH OF SIX FEET. (§ 18-4.12.16E) H. VEHICLE ACCESS AISLES THAT ARE NOT ADJACENT TO PARKING SPACES, SHALL NOT EXCEED A GRADE OF TEN (10) PERC & (§ 18-4.12.17A) I. ENTRANCES TO PARKING AREAS FROM PUBLIC STREETS OR PRIVATE ROADS SHALL PROVIDE AN ADEQUATE LANDING AND/OR GRADE TRANSITION FOR VEHICLE ACCESS AISLES. AS A GUIDELINE, THE APPROACH GRADE SHOULD NOT EXCEED FOUR (4) PERCENT FOR A DISTANCE OF NOT LESS THAN FORTY (40) FEET MEASURED FROM THE EDGE OF TE STREET OR ROAD BEING INTERSECTED. (§ 18-4.12.17B) J. THE MINIMUM TRAVELWAY WIDTH FOR TWO-WAY ACCESS AISLES SHALL BE TWENTY 20 FEET. (§ 18-4.12.17C1 K. WHEN THE CALCULATION OF THE MINIMUM NUMBER OF REQUIRED PARKING SPACES (RE�ULTS IN SOMETHING OTHER THAN A WHOLE NUMBER, THE MINIMUM REQUIRED NUMBER OF PARKING SPACES SHALL BE ROUNDED OFF TO THE CLOSEST WHOLE NUMBER. (§ 18 4.12.4C) L RESTAURANT SHALL PROVIDE A MINIMUM OF THIRTEEN (13) SPACES PER ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA (§ 18- 4.12.6) M. PARKING CALCULATION: / ) (5,465 SF)*(13 PARKITG SPACESOTAL ROPOSED (WITHIN LEASE AREA) = 131 SPACES (COMBS) N. THE MINIMUM PARKING FOR SHOPPING CENTERS SHALL BE BASED UPON THE GROSS LEASABLE AREA AS FOLLOWS: GROSS LEASABLE AREA (SF) MINIMUM NUMBER OF SPACES PER 1,000 SF 10,000 TO 24,999 5.50 25,000 TO 50 000 5.00 50,001 TO 205 O(IO 4.75 200,001 TO 60,000 4.50 600,001 TO 750 000 4.75 750,001 AND LARGER 5.00 O. PARKING CALCULATION (570,653 SF + 5465 SF)*(4.5 SPACES/1,000 SF) = 2,593 SPACES TOTAL PROPOSED SHOPPINNG CENTER) = 2,921 SPACES PROVIDED (BASED ON EX. INFORMATION BY LANDLORD) P. MAXIMUM NUMBER OF SPACES- THE NUMBER OF PARKING SPACES IN A PARKING AREA MAY NOT EXCEED THE NUMBER OF SPACES REQUIRED BY MORE THAN TWENTY I70� PERCENT. (§ 18-4.12.4A) H REFORE: 71 SPACES X 1.2 = 85 SPACES TOTAL PROPOSED = 131 SPACES (LIEQ FO FOR OV1ML. SHOPPING CL WER PAMNG) 9, LOADING REQUIREMENTS A. ONE (1) LOADING SPACE SHALL BE PROVIDED IN ADDITION TO AND EXCLUSIVE OF ANY PARKING REQUIREMENT FOR THE FIRST EIGHT THOUSAND (8,000) SQUARE FEET OF RETAIL GROSS LEASABLE AREA, PLUS ONE (1) SPACE FOR EACH ADDITIONAL TWENTY -THOUSAND (20,000) SQUARE FEET OF RETAIL GROSS LEASABLE AREA; (§ B. LOADING PACES SHALL BE A MINIMUM OF TWELVE (12) FEET IN WIDTH, FOURTEEN AND ONE-HALF (14 1/2) FEET IN CLEARANCE HEIGHT AND A LENGTH SUFFICIENT TO ACCOMMODATE THE LARGEST DELIVERY TRUCKS SERVING THE ESTABLISHMENT, BUT IN NO CASE WILL SUCH LENGTH BE LESS THAN TWENTY-FIVE (25) FEET. (§ 18-4.12.18A C. LOADING SWES SHALL BE DELINEATED IN A MANNER THAT IDENTIFIES AND PRESERVES THE REQUIRED DIMENSIONS WE PAINT STRIPING, SIGNAGE, OR BY OTHER MEANS APPROVED BY THE ZONING ADMINISTRATOR. (§ 18-4.12.18B) D. EACH SITE PLAN THAT DEPICTS A COMMERCIAL OR INDUSTRIAL BUILDING OF FOUR THOUSAND (4,000j GROSS SQUARE FEET OR MORE SHAALL PROVIDE A DUMPSTER PAD THAT DOES NOT IMPEDE ANY REQUIRED PARKING OR LOADING SPACES, NOR ANY PEDESTRIAN OR VEHICULAR CIRCULATION AISLES. (§ 18--4.12.13E. E. THE PAD SHALL EXTEND BEYOND THE FRONT OF EACH DUMPSTER SO THAT THE F((RO))NT WHEELS OF A TRUCK SERVICING THE DUMPMR WILL REST) ON THE CONCRETE, F. THE IN NO CASESHALL DESIGNED SOOTTHATFSATORM,IWATER DOES NOT LESS THAN TANBD DRAINSAWAYAWAYDFROM,FAREEASOWHEREDQUMPSSTTERS(ARIEBLOCATEDBIN ORDER TO MINIMIZE THE POTENTIAL FOR CONTAMINATING STORMWATER RUNOFF DUE TO CONTACT WITH SOLID WASTE. (§ 18-4.12.19B) 10. BUFFER AND SCREENING REQUIREMENTS: A. COMMERCIAL AND INDUSTRIAL USES SHOF FOUR (ALL�L BE SCREENED FROM THE ADJACENT RURAL AREAS ZONING DISTRICT. (§ 18-32.7.9.7iA (§ } C. FFEEAATKING URES"THA MAY SHAVE NEGATIVE VISUAL IMPACTS INCLUDING, BUT HALL BNOT LIMITED TO, TOOL AGING AREAS SAND REFUS AL EAREASS, URALS ALL BE SCREENED FROM ADJACENT RESIDENTIAL AND RURAL AREAS DISTRICTS AND PUBLIC STREETS. (§ 18-32.7.9.7A3) D. NO CONSTRUCTION ACTIVITY INCLUDING GRADING OR CLEARING OF VEGETATION SHALL OCCUR CLOSER THAN TWENTY (20) FEET TO ANY RESIDENTIAL. OR RURAL AREAS DISTRICT. (§ 18-21.7C.) ADA NOTES ALL SLOPES INDICATED ARE ACTUAL. CONTRACTOR TO REFER TO LATEST ADA GUIDELINES FOR SLOPE LIMITS. AT THE TIME OF PLAN DESIGN, THE SLOPE LIMITS ARE AS FOLLOWS: SIDEWALKS/ ACCESSIBLE ROUES - RUNNING SLOPE: 1:20 (5%) MAX. (4.5% MAX. FOR NEW CONSTRUCTION} - CROSS SLOPE: 1:48 (2.08) MAX. 10% MIN. 1.5% MAX. FOR NEW CONSTRUCTION) - INTERSECTION SLOPE: 1.48 (2.08%) MAX. IN ALL DIRECTIONS (1.57MAX. FOR NEW CONSTRUCTION) - CHANGE IN LEVELS: Y" MAX. HEIGHT OR X MAX. HEIGHT WITH BEVELED EDGE BEVELED EDGE SLOPE OF 1:2 (50%) MAX. - GAPS: X" MAX. WIDTH ELONGATED OPENINGS SHALL BE PLACED SO LONG DIMENSION IS PERPENDICULAR TO PATH OF TRAVEL CURB RAMP - SLOPE 1:12 (8.3%) MAX. (7.4% MAX. FOR NEW CONSTRUCTION) - SIDE FLARE SLOPE: 1:10 (10%) MAX. WHERE PEES CROSS RAMP - BOTTOM LANDING: 48' MIN. LENGTH; WTH TO MATCH CURB RAM ; 1:48 MAX. (2.08%) IN ALL DIRECTIONS (1.5% MAX. FOR NEW CONSTRUCTION) - TOP LANDING: 36' MIN. LENGTH; WIDTH TO MATCH CURB RAMP; 1:48 MAX. (2.0 %) CROSS SLOPE (1.5% MAX. FOR NEW CONSTRUCTION) AND 1:20 (5%) RUNNING SLOPE (4.57. MAX FOR NEW CONSTRUCTION) ACCESSIBILITY PARKING STALLS SPACE AND ACCESS AISLE SLOPE: 1:48 MAX. (2.08%) IN ALL DIRECTIONS (1.5% MAX, FOR NEW CONSTRUCTION) CROSSWALKS - RUNNING SLOPE: 1:20 (5%) MAX. (4.5% MAX. FOR NEW CONSTRUCTION) - CROSS SLOPE: 1:48 (2.08%) MAX. (1.5% MAX. FOR NEW CONSTRUCTION) - CHANGE IN LEVELS: Y" MAX. HEIGHT OR A" MAX. HEIGHT WITH BEVELED EDGE. BEVELED EDGE SLOPE OF 1:2 (50%) MAX. RAMPS - GAPS: 1/2' MAX. WIDTH ELONGATED OPENINGS SHALL BE PLACED SO LONG DIMENSION IS PERPENDICULAR TO PATH OF TRAVEL SLOPE: 1:12 8.3% MAX. (7.4% MAX. FOR NEW CONSTRUCTION) - EXISTING RAMPS; SLOPE 1:10 (10%) MAX. FOR RISE OF 6"; 1:8 (12.5%) MAX. FOR MAX. RISE OF 3' - MAX. RISE: 30" - MIN. CLEAR WIDTH: 36' - MIN. LANDING CLEAR LENGTH: 60' - MAX. CROSS SLOPE: 1:48 (2.08%) (1.5% MAX. FOR NEW CONSTRUCTION) 11. ARB DEVELOPMENT LAYOUT: A. AN ORGANIZED PATTERN OF ROADS, SERVICE LANES, BIKE PATHS, AND PEDESTRIAN WALKS SHOULD GUIDE THE LAYOUT OF THE SITE. B. IN GENERAL, BUILDINGS FRONTING THE ENTRANCE CORRIDOR STREET SHOULD BE PARALLEL TO THE STREET. BUILDING GROUPINGS SHOULD BE ARRANGED TO PARALLEL THE ENTRANCE CORRIDOR STREET. C. OPEN SPACES SHOULD BE TIED INTO SURROUNDING AREAS TO PROVIDE CONTINUITY WITHIN THE ENTRANCE CORRIDOR. D. IF SIGNIFICANT NATURAL FEATURES EXIST ON THE SITE (INCLUDING CREEK VALLEYS, STEEP SLOPES, SIGNIFICANT TREES OR ROCK OUTCROPPINGS), TO THE EXTENT PRACTICAL, TEN SUCH NATURAL FEATURES SHOULD BE REFLECTED IN THE SITE LAYOUT. IF THE PROVISIONS OF SECTION 32.5.6.N OF THE ALBEMARLE COUNTY ZONING ORDINANCE APPLY, THEN IMPROVEMENTS REQUIRED BY THAT SECTION SHOULD BE LOCATED SO AS TO MAXIMIZE THE USE OF EXISTING FEATURES IN SCREENING SUCH IMPROVEMENTS FROM ENTRANCE CORRIDOR STREETS. E. THE PLACEMENT OF STRUCTURES ON THE SITE SHOULD RESPECT EXISTING VIEWS AND VISTAS ON AND AROUND THE SITE. 12. ARB SITE GRADING: A. SITE GRADING SHOULD MAINTAIN THE BASIC RELATIONSHIP OF THE SITE TO SURROUNDING CONDITIONS BY LIMITING THE USE OF RETAINING WALLS AND BY SHAPING THE TERRAIN THROUGH THE USE OF SMOOTH, ROUNDED LAND FORMS THAT BLEND WITH THE EXISTING TERRAIN. STEEP CUT OR FILL SECTIONS ARE GENERALLY UNACCEPTABLE. PROPOSED CONTOURS ON THE GRADING PLAN SHALL BE ROUNDED WITH A TEN FOOT MINIMUM RADIUS WHERE THEY MEET THE ADJACENT CONDITION. FINAL GRADING SHOULD ACHIEVE A NATURAL, RATER THAN ENGINEERED, APPEARANCE. RETAINING WALLS 6 FEET IN HEIGHT AND TALLER, WHEN NECESSARY, SHALL BE TERRACED AND PLANTED TO BLEND WITH THE LANDSCAPE. B. NO GRADING, TRENCHING, OR TUNNELING SHOULD OCCUR WITHIN THE DRIP LINE OF AN TREES OR OTHER EXISTING FEATURES DESIGNATED FOR PRESERVATION IN THE FINAL CERTIFICATE OF APPROPRIATENESS. ADEQUATE TREE PROTECTION FENCING SHOULD BE SHOWN ON, AND COORDINATED THROUGHOUT, THE GRADING, LANDSCAPING AND EROSION AND SEDIMENT CONTROL PLANS. C. AREAS DESIGNATED FOR PRESERVATION IN THE FINAL CERTIFICATE OF APPROPRIATENESS SHOULD BE CLEARLY DELINEATED AND PROTECTED ON THE SITE PRIOR TO ANY GRADING ACTIVITY ON THE SITE. THIS PROTECTION SHOULD REMAIN IN PLACE UNTIL COMPLETION OF THE DEVELOPMENT OF THE SITE. D. PRESERVATION AREAS SHOULD BE PROTECTED FROM STORAGE OR MOVEMENT OF HEAVY EQUIPMENT WITHIN THIS AREA. E. NATURAL DRAINAGE PATTERNS (OR TO THE EXTENT REQUIRED, NEW DRAINAGE PATTERNS) SHOULD BE INCORPORATED INTO THE FINISHED SITE TO THE EXTENT POSSIBI F. 13. THE APPLICANT REQUESTS ANY AND ALL SUBMISSION WAIVERS THAT ARE NOT SPECIFICALLY IDENTIFIED HEREIN. TESTIMONY WILL BE SUPPLIED AT THE PUBLIC HEARING TO SUPPORT SAID SUBMISSION WAIVERS. 14. NO CONSTRUCTIONGOR FAFA RIUCCATOR SHALL ON THE BE�GINCTOR UNTIL THE CONTRACTOR RESPONSIBLE HAS RECEIVED D AND THOROUGHLY E SURE THAT ALL REEVIEWEDPERMITS PLANS ANDROTHER DO UMENTSEN BYAIALL OF THE PERMITTING AUTHORITIES. 15. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. 16. THE SOILS REPORT AND RECOMMENDATIONS SET FORT THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER CONSTRUCTION MANAGER OF AN DISCREPANCY BETWEEN SOILS REPORT & PLANS. 17. SITE CLEARING SHALL INCLUDE THE LOCATION AND REMOVAL OF ALL UNDERGROUND TANKS, PIPES, VALVES, ETC. 18. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 19. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 20. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 21. ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION. 22. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION AND SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS, AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE. 23. ALL CONTRACTORS MUST CARRY STATUTORY WORKERS COMPENSATION, EMPLOYERS LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL. LIABILITY INSURANCE �CGL� ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME DYNAMIC ENGINEERING CONSULTANTS P.C. ITS SUBCONSULTANTS AS ADDITIONAL SU ED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE HOLD HARMLESS AND INDEIJNTIY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH DYNAMIC ENGINEERING CONSULTANTS P.C. WITH CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED WILL,,�TOCTHERFUULLESTCEEXTENTUPERM�ED AND BY LAW, INDEMNIFFY AND HOLD HARMLESSS DYNAMIC ENGINEERING PERIOD OF P. C NAND ITS ADDITION TANKS FROMS AND AGAINST THE ANYTD MAGESNGALLIABILITIES OR CO TS INCLUDING NCLU I G THE Os BLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING Our OF OR IN ANY WAY CONNECTED 24. NEITHER THE PROFESSIONAL. ACTIVITIES OF DYNAMIC ENGINEERING CONSULTANTS, P.C., NOR THE PRESENCE OF DYNAMIC ENGINEERING CONSULTANTS, P.C. OR ITS EMPLOYEES AND SUBCONSULTANTS AT A CONSTRUCTION PROJECT SITE SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS DUTIES AND RESPONSIBILITIES PERITIENNG ANDLCOORbINATINGOTHE WORKTIIN CONSTRUCTION WITHdTHt CO�NIRDacf DOCUMENT`S AND RIMY HEOALTSAFEPROCEDURES PRECCAUTIONSOREQUIRED PERFORMING REGULATORY AGENCIES, DYNAMIC ENGINEERING CONSULTANTS, P.C. AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER AN CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES.. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOBSIE SAFETY. DYNAMIC ENGINEERING CONSULTANTS, P.C. SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE. 25. DYNAMIC ENGINEERING CONSULTANTS, P.C. SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS SUCH AS SHOP DRAGON1FORMANCE WTIE THEAbES�IGIN CONCEPTO NDRTHETINFORMATIONESHOWN IN THE CONSTRUCTION SUBMIT, E NMS FBUT OR METHODS, COFOR ORDINATION OFITED THEWORK WITH OTHER 26. IN AN EFFORT TO RESOLVE AN CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOIWING THE COMPLETION Of THE PROJECT DYNAMIC QR THE PROJECT CONSULTANTS SUBUd 0� TO NONBINDING�MEEDIIAR11ON UNLESSETHTHAT A ARTIES I MUTUALLY AGREE THEM HERZWISIEING OUT OF OR RELATING TO THIS 27. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE PROJECT AND TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION IN ALL AGREEMENTS WITH THEIR SUBCONTRACTORS SUBCONSULTANTS SUPPLIERS AND FABRICATORS, THEREBY PROVIDING FOR MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARES TO ALL THOSt AGREEMENTS, 28. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, T SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK INDEEMALLNIFFY AND HOLD THE OTWNER ASSESSED ND ENGINEERRHARMLESS FROM ALLDSUCiCCOS S TQT CONNECT ANYNY SUCHH WORK ANDUFR©M ALL THEREFROM MFINES ASHALL D P NALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF AN NATURE RESULTING THEREFROM. 29. ALL TRAFFIC SIGNS AND STRIPING SHALL FOLLOW THE REQUIREMENTS SPECIFIED IN THE MANUAL ON "UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS' PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. 30. THE BUILDING SETBACK DIMENSIONS ILLUSTRATED AND LISTED ON THE SITE PLAN DRAWINGS ARE MEASURED FROM THE OUTSIDE SURFACE OF BUILDING WALLS. THESE SETBACK DIMENSIONS DO NOT ACCOUNT FOR ROOF OVERHANGS, ORNAMENTAL ELEMENTS, SIGNAGE OR OTHER EXTERIOR EXTENSIONS UNLESS SPECIFICALLY NOTED, 31. CONTRACTOR TO BE ADVISED THAT THE ENGINEER WAS NOT PROVIDED WITH FINAL FLOOR PLAN DRAWINGS FOR THE BUILDING AT THE TIME OF SITE PL1N DESIGN. 32. AS A RESULT ENTRANCE DOOR LOCATIONS AS DEPICTED HEREON MAY NOT BE FINAL AND MUST BE CONFIRMED WITH THE ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. THE HANDICAP ACCESSIBLE PARKING SPACES AND THE ASSOCIATED RAMPS AND ACCESSIBLE ROUTE MUST COMPLY WITH ADA REQUIREMENTS AND THE HANDICAP PARKING SPACES MUST BE LOCATED AS THE NEAREST SPACES TO THE ENTRANCE. CONTRACTOR TO NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. ALBEMARLE COUNTY NOTES GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO AN EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDQT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURE SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO AN CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED, 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STQRMWATER MANAGEMENT PLANS 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS, 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. ACSA GENERAL WATER AND SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). EXISTING UTILITY NOTES EXISTING WATER SERVICE NOTE: CONTRACTOR TO LOCATE AND UTILIZE EXISTING WATER SERVICE CONNECTION IF FEASIBLE. OTHERWISE REMOVE EXISTING WATER SERVICE LINE AND CAP ATIN R.O.W. IN ACCORDANCE WITH THE LOCAL WATER COMPANY REQUIREMENTS. TERMINATION AT THE MAIN MUST BE APPROVED BY THE LOCAL WATER COMPANY PRIOR TO COMPLETION. IF THE EXISTING WATER SERVICE CAN NOT BE UTILIZED, THE NEW SERVICE IS TO BE COORDINATED AND VERIFIED FOR LOCATION WITH THE LOCAL WATER COMPANY. CONTRACTOR SHALL OBTAIN ALL REQUIRED STREET OPENING PERMITS FOR REMOVAL OF EXISTING SERVICE AND INSTALLATION OF NEW SERVICE. )CATE AND UTILIZE EXISTING GAS SERVICE CONNECTION IF FEASIBLE. OTHERWISE REMOVE EXISTING GAS SERVICE LINE ITH THE LOCAL GAS COMPANY REQUIREMENTS. TERMINATION AT THE MAIN MUST BE APPROVED BY THE LOCAL GAS IVICE IS TO BE COORDINATED AND VERIFIED FOR LOCATION WITH THE LOCAL GAS COMPANY. THE CONTRACTOR SHALL FOR REMOVAL OF EXISTING SERVICE AND INSTALLATION OF NEW SERVICE. I LOCATE AND UTILIZE EXISTING SEWER SERVICE CONNECTION IF OF ADEQUATE SIZE AND INTEGRITY AND ACCEPTABLE RACTOR TO REMOVE EXISTING SEWER SERVICE UNE AND CAP AT MAIN IN R.O.W. IN ACCORDANCE WE THE LOCAL AT THE MAIN MUST BE APPROVED BY THE LOCAL SEWER AUTHORITY PRIOR TO COMPLETION. IF EXISTING SEWER ERVICE IS TO BE COORDINATED AND VERIFIED FOR LOCATION WITH THE LOCAL SEWER AUTHORITY. CONTRACTOR SHALL FOR REMOVAL OF EXISTING SERVICE AND INSTALLATION OF NEW SERVICE. DEMOLITION NOTES 1. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN STRICT ADHERENCE TO ALL FEDERAL, STATE AND LOCAL REGULATIONS. 2. PROCEED WITH DEMOLITION IN A SYSTEMATIC MANNER, FROM THE TOP OF THE STRUCTURE(S) TO THE GROUND. 3. COMPLETE DEMOLITION WORK ABOVE EACH FLOOR OR TIER BEFORE DISTURBING ANY OF THE SUPPORTING MEMBERS OF THE LOWER LEVELS. 4. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. 5. REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER THEM TO THE GROUND BY MEANS OF HOISTS, DERRICKS OR OTHER SUITABLE METHODS. 6. BREAK UP CONCRETE SLABS -ON -GRADE, UNLESS OTHERWISE DIRECTED BY OWNER. 7. LOCATE DEMOLITION EQUIPMENT THROUGHOUT THE STRUCTURE AND REMOVE MATERIALS SO AS TO NOT IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING, B. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING AND SUPPORTS TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURES TO BE DEMOLISHED (AND ADJACENT FACILITIES, IF APPLICABLE). 9. DEMOLISH AND REMOVE ALL FOUNDATION WALLS, FOOTINGS AND OTHER MATERIALS WITHIN THE AREA OF THE DESIGNATED FUTURE BUILDING. ALL OTHER FOUNDATION SYSTEMS INCLUDING BASEMENTS, SHALL BE DEMOLISHED TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW PROPOSED PAVEMENT OR BREAK BASEMENT FLOOR SLABS. SEAL ALL OPEN UTILITY LINES WITH CONCRETE. CONTRACTOR TO REVIEW STRUCTURE PRIOR TO DEMOLITION TO DETERMINE IF BASEMENT, CRAWL SPACE OR ANY SUB -STRUCTURE EXISTS. ANY SUB -STRUCTURE, INCLUDING BASEMENTS SHALL BE REMOVED IN ITS ENTIRETY OR AS DIRECTED BY OWNER. 10. ERECT AND MAINTAIN COVERED PASSAGEWAYS IN ORDER TO PROVIDE SAFE PASSAGE FOR PERSONS AROUND THE AREA OF DEMOLITION. CONDUCT ALL DEMOLITION OPERATIONS IN A MANNER THAT WILL PREVENT DAMAGE AND PERSONAL INJURY TO STRUCTURES, ADJACENT BUILDINGS AND ALL PERSONS. 11. REFRAIN FROM USING AN EXPLOSIVES WITHOUT PRIOR WRITTEN CONSENT OF OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. 12 ORNSTO�ON�EWSIUHRMPEDTSIMUM NRTN ROADS FTS ES AND TBLONOT ESOBSTRUCT ALKOROTEOCCUIFACILIEWTHOUTPRIORWRITEPERMISSION OOWNER AND ANYAPPLICALEGOVERNMENTAAUTHOITII PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRED BY APPLICABLE GOVERNMENTAL REGULATIONS. 13. USE WATERING TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS AS NECESSARY TO LIMIT THE AMOUNT OF DUST AND DIRT RISING AND SCATTERING IN THE AIR. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF ALL DUST ANd DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. RETURN ALL ADJACENT AREAS TO THE CONDITIONS EXISTING PRIOR TO THE START OF WORK. 14. ACCOMPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE UNAUTHORIZED ENTRY OF PERSONS AT ANY TIME. 15. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE DEMOLITION OF STRUCTURES AND FOUNDATIONS WITH SOIL MATERIALS IN ACCORDANCE WITH THE GEOTECHNICAL REPORT, CONSISTING OF STONE, GRAVEL AND SAND, FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. STONES USED WILL NOT BE LARGER THAN 6 INCHES IN DIMENSION. MATERIAL FROM DEMOLITION MAY NOT BE USED AS FILL PRIOR TO PLACEMENT OF FILL MATERIALS PLAAC FILL MATERIALS INALL EHORIZONTASSARY LTION IN LAYERS NOT EXCEEDR TO NENSURE6 INCHES IN LOOSE DEPTLLED ARE H AND COMPACT EAOF CHNDING LAYERWATEPtACEMENTFTOZEN 95% OPTIMUM TDREANSSI,�DEBGRADE THE SURFACE TO MEEF ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. 16. REMOVE FROM THE DESIGNATED SITE, AT THE EARLIEST POSSIBLE TIME, ALL DEBRIS, RUBBISH, SALVAGEABLE ITEMS, HAZARDOUS AND COMBUSTIBLE SERVICES. REMOVED MATERIALS MAY NOT BE STORED SOLD OR BURNED ON THE SITE. REMOVAL OF HAZARDOUS AND COMBUSTIBLE MATERIALS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROCEDURES AS AURRIZED BY THE FIRE DEPARTMENT OR OTHER APPROPRIATE REGULATORY AGENCIES AND AUTHORITIES. 17, DISCONNECT, SHUT OFF AND SEAL IN CONCRETE ALL UTILITIES SERVING THE STRUCTUREG� TO BE DEMOLISHED BEFORE THE COMMENCEMENT OF THE DESIGNATED DEMOLITION. MARK FOR POSITION ALL UTILITY DRAINAGE AND SANITARY LINES AND PROTE ALL ACTIVE LINES. CLEARLY IDENTIFY BEFORE THE COMMENCEMENT OF DEMOLITION SERVICES THE REQUIRED INTERRUPTION OF ACTIVE SYSTEMS THAT MAY AFFECT OTHER PARTIES, AND NOTIFY ALL APPLICABLE UTILITY COMPANIES TO ENSURE THE CONTINUATION OF SERVICE. 18. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL PROCEDURES ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS NECESSARY. NOES 1. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR SHALL BE REQUIRED TO CALL THE BOARD OF PUBLIC UTILITIES ONE CALL DAMAGE PROTECTION SYSTEM OR UTILITY MARK OUT IN ADVANCE OF ANY EXCAVATION. 2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. 3. ALL EXISTING UTILITIES TO BE ABANDONED SHALL BE DISCONNECTED AND CAPPED AT THE MAIN FOR WATER, AT THE CLEAN -OUT FOR SEWER AND THE SHUT-OFF VALVE OR MAIN FOR GAS IN ACCORDANCE WITH MUNICIPAL AND LOCAL UTILITY REQUIREMENTS. 4. ALL EXISTING DEBRIS SHALL BE REMOVED BY CONTRACTOR IN ACCORDANCE WITH MUNICIPAL AND LOCAL UTILITY COMPANY REQUIREMENTS. UTILITY NOTES 1. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION` POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY UTILITY "ONE -CALL' NUMBER 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER & SEWER DEPARTMENTS TO MARK OUT THEIR UTILITIES. 3. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE SAME. SERVICE SIZES TO BE DETERMINED BY ARCHITECT. 4. WATER SERVICE MATERIALS SHALL BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTORS PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE A COMPLETE WORKING SERVICE. 5. ALL WATER MAIN SHALL BE CEMENT -LINED, CLASS 52 DUCTILE IRON PIPE, UNLESS OTHERWISE DESIGNATED. 6. THE MINIMUM DIAMETER FOR DOMESTIC WATER SERVICES SHALL BE 1 INCH. 7. SEWER MAINS SHALL BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. WHERE THIS IS NOT POSSIBLE, THE PIPES SHALL BE IN SEPARATE TRENCHES WITH THE SEWER MAIN AT LEAST 18 INCHES BELOW THE WATER MAIN. ALL SEWER MAINS SHALL BE SDR-35 PVC PIPE UNLESS OTHERWISE DESIGNATED, 8. ALL SEWER PIPE INSTALLED WITH LESS THAN 3 FEET OF COVER, GREATER THAN 20 FEET OF COVER OR WITHIN 18 INCHES OF A WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE. ALL DUCTILE IRON SEWER PIPE SHALL BE CEMENT -LINED, CLASS 52 PIPE, FURNISHED WITH SEWER COAT, OR APPROVED EQUAL. 9. WHERE SANITARY SEWER LATERALS ARE GREATER THAN 10' DEEP AT CONNECTION TO THE SEWER MAIN, CONCRETE DEEP LATERAL CONNECTIONS ARE TO BE UTILIZED. 10. LOCATION & LAYOUT OF GAS, ELECTRIC & TELECOMMUNICATION UTILITY LINES AND SERVICES SHOWN ON THESE PLANS ARE SCHEMATIC IN NATURE. ACTUAL LOCATION & LAYOUT OF THESE UTILITIES & SERVICES ARE TO BE PER THE APPROPRIATE UTILITY PROVIDER. 11. ROOF LEADER COLLECTION PIPING ARE CONCEPTUAL IN NATURE AND ARE NOT FOR CONSTRUCTION. ACTUAL ROOF LEADER COLLECTION PIPING IS TO BE COORDINATED W/ ARCHITECTURAL PLANS FOR EACH INDIVIDUAL BUILDING, ALL ROOF LEADER COLLECTION PIPING SHALL BE SCHDIULE 40 PVC UNLESS OTHERWISE DESIGNATED. 12. ALL SEWER AND WATER FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATORY AUTHORITY'S RULES AND REGULATIONS. 13, ALL PROPOSED UTILITIES TO BE INSTALLED UNDERGROUND UNLESS OTHERWISE NOTED. 14. MANUFACTURED REINFORCED CONCRETE STORM PIPE TO CONFORM TO ASTM C-76 CLASS III UNLESS OTHERWISE DESIGNATED. MANUFACTURED REINFORCED CONCRETE ELLIPTICAL STORM PIPE TO CONFORM TO ASTM C-507 CLASS HE -III UNLESS OTERWI`;E DESIGNATED. REINFORCED CONCRETE STORMWATER PIPE TO BE INSTALLED IN ACCORDANCE WITH AMERICAN CONCRETE PIPE ASSOCIATION INSTALLATION GUIDELINES AND MORTAR OR PREFORMED FLEXIBLE JOINT SEALANTS IN ACCORDANCE WITH ASTM C 990 TO BE UTILIZED TO PROVIDE A SILT -TIGHT JOINT. WHERE SPECIFICALLY INDICATED, REINFORCED CONCRETE STORM PIPE JOINTS SHALL BE WATERTIGHT AND CONFORM TO ASTM C-443. 15. HDPE DRAINAGE PIPE SHALL HAVE A SMOOTH WALL INTERIOR WITH ANNULAR EXTERIOR CORRUGATIONS AND CONFORM TO ASTM IF2306. SOLID PIPE SHALL HAVE GASKETED WATER -TIGHT JOINTS MEETING THE REQUIREMENTS OF ASTM F2306 AND ASTM D3212. PERFORATED PIPE SHALL HAVE GASKETED SILT -TIGHT JOINTS MEETING THE REQUIREMENTS OF ASTM F2306 AND ASTM F477. HDPE PIPE SHALL BE FROM A MANUFACTURER WHO IS AN EASTERN STATES CONSORTIUM (ESC) QUALIFIED MANUFACTURER OF HDPE PIPE AND INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURE RECOMMENDATIONS. 16. HP DRAINAGE PIPE SHALL HAVE A SMOOTH WALL INTERIOR WITH ANNULAR EXTERIOR CORRUGATIONS AND CONFORM TO ASTM F2736 (12'-30' PIPE) AND ASTM F2881 (36'-60' PIPE). PIPE SHALL HAVE GASKETED WATER -TIGHT JOINTS MEETING THE REQUIREMENTS OF ASTM B3212 AND ASTM F477. FIELD WATERTIGHTNESS PERFORMANCE VERIFICATION MAY BE ACCOMPLISHED IN ACCORDANCE WITH ASTM F2487. HP PIPE SHALL BE FROM A MANUFACTURER WHO IS AN EASTERN STATES CONSORTIUM (ESC) QUALIFIED MANUFACTURER OF HP STORM PIPE AND INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURER RECOMMENDATIONS. 17. PIPE LENGTHS ON THIS PLAN HAVE BEEN MEASURED AS THE DISTANCE BETWEEN THE CENTER POINT OF THE 2 CONNECTED STRUCTURES. ACTUAL PHYSICAL PIPE LENGTH FOR INSTALLATION IS EXPECTED TO BE LESS AND SHOULD BE ACCOUNTED FOR BY THE CONTRACTOR ACCORDINGLY. ATH IN THE SOILS ING OR UNSUITABLE COMPACTED TO 95% 2% ABOVE NOR 3% THE STATE WHERE PAVED HAVE BEEN 2. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF AN CONSTRUCTION. CONTRACTOR TO ENSURE 0.75% MIN, SLOPE AGAINST ALL ISLAND GUTTERS CURBS AND 1.0% ON ALL CONCRETE SURFACES AND 1-1/2% MIN. ON ASPHALT, TO PREVENT PONDING. ANY DISCREPANCIES THAT MAY EFFECT THE PUBLIC SAFETY OR PROJECT COST, MUST BE IDEI)TIFIED TO THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION WITH DESIGN DISCREPANCIES IS DONE SO AT THE CONTRACTOR'S OWN RISK. 3. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6' ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MIN. OF 0.75% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION. 4. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED TO 95% OPTIMUM DENSITY (AS DETERMINED BY MODIFIED PROCTOR METHOD). 5. REFER TO SITE PLAN FOR ADDITIONAL NOTES. 6. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERCEDE IN ALL CASES, CONTRACTOR MUST NOTIFY ENGINEER OF RECORD OF AN CONFLICT IMMEDIATELY. 7. MAXIMUM CROSS SLOPE OF 2% ON ALL SIDEWALKS. 8. CONTRACTOR TO ENSURE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS IN ADA PARKING SPACES AND ADA ACCESS AISLES. CONTRACTOR TO ENSURE A MAXIMUM OF 5% RUNNING SLOPE AND 2% CROSS SLOPE ALONG ALL OTHER PORAONS OF ACCESSIBLE ROUE, WITH THE EXCEPTION OF RAMPS AND CURB RAMPS. CONTRACTOR SHALL CLARIFY ANY QUESTIONS CONCERNING CONSTRUCTION IN ADA AREAS WITH THE ENGINEER PRIOR TO THE START OF 9. PROVIDENCONSTRUCTION PHASAIN ENNSPECTTIIC O S OFCTHE BASIN BOTTOMOSOILS AND ANRUFFILLFIEMA MATERIALS WITHIN EANNYNEER TO PROPOSED INFILTRATIOSOIL NRORR RETENTIOEABILITY AND BASIN TO COMPARE RESULTS TO DESIGN CRITERIA. 10. CONTRACTOR HEOWNRIS TO REMOVE GOTCHNA EXISTING N IG NEER, ASNUD ANC GILL,OVERLYNEEDED, SHALL HAVE AN KN PLACEDPERMEAABILII Y GREATER REQUIRED DHAPN OR�EQUAL TO DIRECTED D SIGN CRITERIA, 11. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE OWNER'S GEOTECHNICAL ENGINEER PRIOR TO ONSET OF CONSTRUCTION TO SUBMIT AND CONFIRM THE CONTRACTOR'S PROPOSE MEANS AND MATERIALS AND TO SCHEDULE INSPECTIONS FOR BOTTOM OF BASIN, REMOVAL OF UNSUITABLE SOIL, FILL PLACEMENT, AND FINAL BASIN PERMEABILITY TESTING. 12. THE CONTRACTOR IS RESPONSIBLE FOR AS -BUILT PLANS AND GRADE CONTROL UNLESS DEFINED OTHERWISE ELSEWHERE IN THE CONTRACT DOCUMENTS. FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT#: 35651.000 JOSEPT//r ONE PROFE VIRGIN IONAL kNGINEER LICENSE No. 51627 Job #: 2627-99-002 Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing GENERAL NOTES C211 � y1 � t s � A II a � d A STr�lt A9f � iti z x n � I ll d Y � I R 9 el "d. % tI t llA n. t 114.. tl lld $ � 3 R/W TAKING PER D R { . 4679,G Pt PORTION 0r EX. WAd TO BE REWOV & REPLkED " S NECESW 1 a 1�) A 8 t S 5511' " E .q 4.65' e A � o s 9 a A E Y � ll A PERMANENT RE1. WAIL AND 1X4fRC ! 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't t'�: �,'' '„' I f:, � ,1, 1 :,. „,, y', t:, '1, I.�'�. � 25 "' 1 : !, � tt ,': l i. : 1 �� 1 I ! � .1' *. � 1'��V '�"�: :�' '• 'l �. � ,, is 1 �,,: ''. '•. I h, � ., ':�„ S '1 : � t :'�,. t,! 1 1 � 1 if .�':. If .,.1 f,. {: .. L 1.,,f,, ,.,, :, 1'7{ .. ""1 i. t r'1 l', :�( '', I,t, 1 I ,,:'t'P I 11' f .... ::, 1', '. f I . t 1 '�, :i'.t;.'. ;: . 1.,1, ':,,. :1 Y� '� ' L,Ir .. � a F,.' � .,1 ';'' ;� 1 ., ': li4 ��� �� : � �: � LINT �� DISTURBANCE 8� 247 S�■ t�.O�S AC.) t'.;.' .: Lj ';' ': 't {'�., � l:'f .. „t I� ,: 11 ., .. 1, l.t t t ' I 1 '1 t :1 1 .1 ' 1 1.' t y,,,, r'1„L' 1 1' ' t 1:,, �t S., a.F '.,' 11 1. : t �' f tf !''1 .f Y' 1 1 .'� L { t ��y�• p�Ip�py !t 1 �: 1 p:" {., i f' .I 1 '.1 .p: 1 I '.: Li. :'1. ;1' 3,, L I' I 1 ,1 I t _^•.�f/lll :l V7Vtlif :':. '. ,, I' 1:.,' f I,' ,1 �, 'L'1 C :t 1,,: .� 1:'4 t.'' w pt,l t t',. .:„ a't t, P.. '1 I i'l.,. ' .f 1 t`1 .1, t 1 `„1 t. }':.ffl {:f { W l,' 1 i' Y i 1 t! 1 t 1,: d .1 ,, a ! i i 1 1 ��t 1 ] i 1."! I I !'�' 'f l I i% i i ��'. 1 1 i. i { i.' : j'1•:. •'} 11� � �MMN APPROX. LOCI WOT TRAFFIC Q DEVICE EASEMENT PER D.B. 1374, PG r% ( r D.B. 4594, PG. 65 jj d '1 STOW NH'--�--- 11_ 1*1 EX. TREE TO REIrIAIN (TYP.j d TEMP. CONSIRUCTION EASEMENT FOR DMANCE PER D.B. 4679, PG. 554 TO REMAIN EN K Ml STOP SKY v - 17�ir iei ��AIIttAM1Al / `' �e 1y/ l N 31 1011137 94 00, o m1� GW am M ••••- MOW S7tiRU ,IRI �' ' 1 MATCHLINE GRAPHIC SCALE ® INW- MILM -20 0 10 20 40 ( IN FEET } 1 INCH = 20 FT. 80 INSET A FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 DYNARRiC ENIIISSINIEE. ING LANbbleYELt�P 4M�.ONSlJt11NG a PF�L11R11NG GF01EC 1CA! � fNi!lRQNMENIAt,_ jRAFf)C St1RVEY FUNNING' IQI�fNC� 1404 Main Sirf a lalte Como, �1J.,47719 i:7SZ. 49,1!_, 1' k T32.4T4,3621 AddfNonol of& 66n anientiv iocoFed ak ° JtgxXt;gy,i F.nm.rm t tara�Ney'Jersy • rn2n{mv� �{"• Pyg'rft A4 • r2676d1,1ttT6 N�mwylexa r,,asl zAvdlro '�nb.o�gdeu.'tr se),s2i:a�a' w".MM=fC&C.C= JOSEP . P ONE PROFE IONAL kNGINEER VIRGIN LICENSE No. 51627 Job #: 2627-99-002 rlli Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing DEMOLITION PLAN/ TREE CONSERVATION PLAN ST" Ail p ' 2ND STORY BUHINAIG (ABOVE DRtVF--TNRU) % Setback tine per 'Scheme 4 PWn', piepaied by ' GI A rfectu1• dated 0610712011 3 I] d STEW AN a 4. TAW � W 8 � d 1 00 CONC.C� dis t 4 1 MN STEPS _ {L p g 4707'01 E 316.18 �.,,�•.�.-..-"" ,_-- 4 do am �Jam_ .^�-' ° 4 � � ffi4. 77 PROP. CONC. a 3 SIDEWALK° a$ 1 44 6 d J o q 5.0' PROP. DROP 7.0' INLET (11(P.)'I" wrA/1 NG R/nroY. a f-t7S 11. /•" 4679, PG � 554 g IX. WALL TO BE fDIFlED L' v X+ 4, 44 µz: �' s, \ `''<v<:e::>z:}$'�;; ;``,T£, : A .;>fix ^,y".s.«s �,:,�; 1�''' x ,ear`.,•., x. s..,x `�' . _:*a:4 Ln ca C:L 4v •'a;.y � ,:;... ....1 Q--- T 41 APPROX. LOCA VOOT TRAFFIC �- DEVICE Ei4SWDff PER D.B. 1314, FG & �„ r D.B. 4594, Pa 65 ' b STiXiAt AIN ad 1 5 O O TEMP. CGt7RUCTKAN EASEMENT FOR ENTRANCE PER D.B. 4679, PG. 554 ZR P _aw 1 1 PROPOSED LEASE LINE A.iFWT PAVEAOT MW MAIL EZEY, = 491.0 PROP, 2' CU. CCUT REPLACE EXISTING CURB AS NECESSARY (TYP.) p j:` — SII NP. RELOCATED O .140' =� l aa? 5' SIDE YARD I 71 / SIiiRW AAY STOP SIGN Q d d V 4 sue` tv J'r , 0j W 94 00-, l R=45.00' A=44'59'47' ° CHB=S 71`46'51' E 1 CONC. RB \ CHD=34.44' t S 49'16'58" E OW { — --- 77 PARCEL ID: 06100-00-00-13200 LANDS N/F CV ASSOCIATES D.B. 1908 PG. 726 �— .... 242-d N 4g`16'S8' w t0' VM EASalnv D.B.1690 Pr. 651 SITE AND PAVEMENT LFE®END 66 ADA PARKING SPACE ® NUMBER OF PARKING SPACES ° A' PROPOSED BUILDING ! PROPOSED SD PAVEMENT PROPOSED HD PAVEMENT ° D CONCRETE (EXISTING & PROPOSED) EXISTING ASPHALT PAVEMENT TO BE MILLED & OVERLAY AS NECESSARY GRAPHIC SCALE -20 0 10 20 40 ( IN FEET ) 1 INCH = 20 FT. 80 FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT #: 35651.000 DYNAMIC .ENGINEERING ur+!nn>:vFroP;Nr<wrcpMturnNG � rmK� 6EoffCHN1Q �?8W'R >NMFlfFi1F TRAFFIC a S� a FiJFHkIHG d I4NiNC� 1704 Matn *Oj lglse Coma, `NJ 07719 7:732.?j4,Q14411•.732.974.3521 f : AddtNen0I ot8ces i1 iFenlenl looted of an NesRgey • e wamg.vQa Iom181Yet NawJ�.CT.2 %4 u�tp; ` r�ry,c�, r�uFou .. �crory�wr r:asf.zaq.tao xiVi.w++F'S}26F6,2d16 CWa,cex'di,fi�Idp;i,F 56F92i8�U JOSEP . S ONE PROFE ZONAL kNGINEER VIRGIN A LICENSE No. 51627 Job #: 2627-99-002 Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID CHARLOTrESVILLE VA Drawing SITE PLAN + aGI r-a u, aua.�i TC 504.54 '` 1 T� C 504.20 504.10 l TC 491.71 ` l D=5019C1'�.67 (ABOVE ! IHR!/J N 503.86 _ 504.i3 BC Od.19 1 g Be 491,42 1 �1 TC 501.97 491.52 e e �,�Vt 50t.62 l TC ..72 5i)4.60 m 57 1/ Ady d 11 \ 1 'IC 501.91 TG 503.71 -- Be 504.27 g501.3i TC 503.65 Be 503.34 'IC 504.06 __ 504.17 J f J R)U=491. a �4 �l Be\°, 6111. ` ' Be 1, , Be 5as.64lea sas.Rl \ L 491,391 a TC 2.40 l 1 1.63 BeMW 1.R4 1C 5 3.U6 4'''`•' l-.__- -"-. / �, L--'' r ri PROP. DROP INLET ` .61 `. PROP. DROP INLET ! ■ E 316.1$' �` --- -- - "'"`"'" ♦ 1 STORM STR. #1 S 4TO7 43 _ __"�. r"' �- Tc 4sa sa ` a ` � STORM STIR. #2 -- - . _ _ _ -- :» GIRT: 493.90 _ " _ -001. - s ®. 1� 50l t�4- s GRL• 493.50 •� - si�?I -- - `�- - - _ - - -BC 4RU.n7 ,490.69 `� __ _ �- iW IN (151: �490.45 _� INIf IN (6'�: 490.90 - -`� - -_ _ = -- } ~;C 4a:t43 asa.o4 e 9 4�.35 � It ` '� --- ----- �_ INV OUT {15'�:490.90 -=- r 1 490.421� 11 �` r'INV OUT (18'-490.45 ®- is 4R� ° A97.9n 7C 497.. � \ a It "`` -`--- _-._.- -• _ - '- -". -' 4 -A' , Be 497.4,3 -- 490.75 49% -- -._- - - - TC 497.60 Q d G9' P °° V �J 4 - a �-'`\ 1 ct, l TW: M.E. 495 498 - 497.4$ d o a d ° �' 49s. 87 4R7.G2 Be 49TTr' 1 1 GL: M.E ' 494 Be 49,7.00 _ ° s 4 Oe -- $ 4 .91 497.25 F 497i5 497 gJ ' , 1 497.07 cr 496 6 , 497.24 TW: 493.00 " 4NYBe Bc 4R6.73 ° 4 496.7a 4 d ° TC 496.62 ° 4 ° -P J 49�.45 a ° / TC 499 ° -owl BCd496.09 a $9620 rp -- ° ¢ Be 496 \ a , 4 496.10 d a NILA tQs 496.13� a RIW if D B TW: 490.00 d " r �g6 6g a ° 4 TC 496.56 GL: 489.85 - " - - 495.99 �` - -� 1a 494 ° -- Be 496.09 a 4679, PG _-� `415.9 -_-- - -` TC 438M 496.08 554 TW: 490.00 a r/ 49 .66 .9 ---^- ' -7 __ �_ - - �� 495,85 Be 496.04 \. g GL• 489.75 sd =_= 1� v ""._ �---- , 4s�-- ------ �.-`_ ;� 49.5,84 ..,,, 3a ;:<< G: 494.40 4 X 495.a5 J `� B 4a9.4, 49 4 492 >;;']_ <:33;';:. yzt# a . 4 - w: �. 6 :x:<; S 49'1 58 , . t¢s.;X...,,... ,. TC 4 `v a�'' xsbu6 96.04 <r33r 31 a X T� 494 A>ta a' 494. �:::r:n.,3;w»:<.; _ TW: 00 _« g �.,,. : zz:.. n 5.4 495 DOOR: 494.5i H M. , a to a \, .ti?rv4 ¢ 89.29 .33 S*:: X o`EF .':.. r:'sr , 4 es>i a ,. k.. � v r,SRi� � ,,M BC 488.36 t#:X;##::: K:>~;:' ;:;:ds':M,g. �';s' :>r;:. \. r <��<> ,. �`,'<c' s."° TC ,ta: ,•fi:. >v'1:, kt r>< rr33 ,a.,:r.tX ..o:o„.>X,;< 4 ic4.> >fi�:°'r .?<;lz �7'S>. ,,.''v'xa� `.?Yl �A ,., �.,.t.:.,.,.....:,.; 495 '.� (�'�>n #s;�'.:. ,:nab s95.1a �i ,...3.. ;Rg 3 3 _ 9 9~ 4 ��::: iC1ua. , _ s ;,. I W:x:s. 5 ° _ K' ,^ EC 495. _ g t 493.65 PROP. D,^(�^r,�+ INLET :t ,)VI gg #] ::. - 494 G: .50 9 STORM STR. 3 49.a4 • t 1t ..�c,`.\� X 95.44 a ?h:�` o oc.�.X.:. �.�,� :.:3..::.., u {± g€s> - 9 .47 34.97 - 494 4 K, t 94.98 GRT: 4 93.60 :::Si%.` y� O 4 #tt' .� i� R: r <�.,. �:]» TC: 494. 6$ d 4 4R a 41 .4 : , x 4 a ;<> ` INV IN 490. _ 18 26 x>. Y. o0 : J G� +J _ pn, q _ f }x a 9, I1^ INV IN 6 490.26 a a �S 4 :. i TRASH 494 'E _ _ z t.� INV our 18 .490.26 �- ,.,;;:«;3 e° il! �,_.�. a "�-. 'tn : .- 'ENCLOSURE DRAIN -- _ 0 4 ° 2?�M:;i :'.t" `?\?ii to •:oN,?:>??> 'as?.w.:#:::3e#»;>f£:t? , H ;i 4.i F:; C T87Tn ,*£ a ' cA`' � RC 3r.'� �.. Tc 4 in SC-°4R'8 Be 487.11�f,. ><4' t;;a��:., .,,fit?x„ 2TF. ^..'X,'o STR. �;.3;#,> 1 ° \>., .a 1 3�ai•3::'4% 487.3 a�c: , a 7 X.`�i g ',DOQIR: 4 `'-CC 49 . �..». � 494.50 G: 494.50 94.50. . 4. 3...:,, G� '� FF: 494.50 : ' GIRT 494.28 �;<�:. 4`R3.. _ '>:?:<<::<.,t�:�.>.....,.:,,.. . , ,� x, DOOR: 494.50 ° I�}�. ;.:_:<:_�`,� aw.:.......... . s> G: 4.1 alum£YJJ`r 49 8 , r �tt,;s , .uX: ;.., 3;:. 41 :<�:a ,,,a>. SShh. ;�... �n��.', INV OUT 4 489.25 , - : 4r,, _ 0; r _ ,.,...:. «,sa#:,+ «%• a#rant d :. 4 BC 443., a 4, o ..... rr:..ar:.:.,,,u;ia si ^, }X.,:a.,.,»,£ ?3.U>.,;.,.. � .�::s,...X..��: '4,.,�,..::.::>^;##x.;:...:. �.. �..' 93,35 g RIM87r.5& 1 .3,. f� .,. >r, ,,.� :: 49 9 3 ., r:°y.,5�..3 , ».'+..:,..?., L\.:.a.: \ . 4 a;,'.#. .3>X r /� 7 I'. 493 .6,81 v.v ']? .v ti` V Q , `1 v 1 y/ y ,, '. ;> � 4R329DOQR: 494.50 X ....., .. q a .,:: ".::;. t , 1 p � : 494 ` ��•'` q [ l C. , y 4 1 J 93.3 .z'ti': ;. f3`.. I rp L} 4j#i2 . 494. nr„ . >: r a a ,., , a\ �> .� 494. 18 »:a.•. ` :fib I q t 9 �I 0, r r.. Yt.a Q { . ,.:X.:>,... £.,, >. ., ...., .. �o;o:...:,. ..,......... r.... o:r c;C .: ;>#:��: x`. .+�#? / ,.,:;axe" #v. IN c 2.36 493.1, �:,,:.,,.,.�. a...� ':� >.,.,: ,......>;:;:?�.:>.»:.X.X.:":F' ,...>-. a (( j/ 4 ft 492 4 .,k�' Y BC 4.3. ,`�w' , t i eX d;>:rn�Y- :X.a�) 497 .,;t: ^ .:,..:.....v IN d 4 1.4& 07 ° 49 4 a (� "fie--.- . �t,"' d,;;✓��,,,,`;.�.;>'•�vy.:�:,�:'�y:.,.,.;;:.;;z: > 1 ` 493 TC 4as.4•4 G: 493.25 1 486.0a Y` y , -� TC 493. 492.61 ° _ c0 ° �3 Tf 4 2.99 X :`�----- -_ G: 492.15 T BC 49 . /a:.,.., 486.i7 .�._4 c.,; 26 493 ;».t<�#t� y ;;. '....T,.S 5. .J�n:, ai'8i.#r:.'.:.£'N..:ty q `� -� Q -°-"`• --.--4./'r_ n. d 53 1 ` .B3 4 a G� 492.75. d» sF rd>-S '` ;;r,..: are %fig°°^ar'' 492.6a 2:5i ` . - _ '} 1 _ r49z49 PRQP. 4"..TRgSH '] -�- _ q das. � � G: 493.25 r+- ;°e;;�-,�.. 493 da d 2 a #:#�� � o a . j ° : h ENCLOSURE DRAIN 49226 dJ !� q PERIAENT 1 _ A9 D 49 S7 - % ` , SAN STR. 59 q EL WALL AND 111 t _ " ` _- d --'9,""r=°6< a a a ° j 49i.94 "-- 492 i x: <:?< }x <>;1 4 R tl�s SIGN 9� T 7�itPDRw X -~ -- - j GRT. 494.28 TC� 494.68 A o EASEMENT ` EASEMENT 4n�13 -' j " I r;:: a PER D.B. 4679 PG. 5M PEP , s X 492.25 a INV QUT (4"}: 4$9.25 a Yy DOOR• 494.50 G: 494.18 q �J 492 :°>,3 ,at a q 1 tom.. t 1 ` 4 t��� � a T2.Ri, TC: 492.85 _ �-- , • �:�::����` �,; .; �.R:.t�?' �i a Be 491.62 '�-..--... 492 A41G NAIL ° :x>�#>. ''bxM£: �: >;fi G: 492.35 491.70 4r .3' ELEP! - 491.23 „�y' <]:N.><>;w < a S 01 TC 485.05 , ° l - £ryf,;. i.>. = :<zu`V:r: �z Be 484.7 OJT- $i rI 48 15 4 1.6n �y ,z..<,.Y{`>;%,;ts,',;, >.���z;,`'i' 4 .83 ;�rj,75��49129 aa0.9a ,x.,;: t;:'a1',;� s,:"?�:�+>�:s: <.#::::« ;.� 4912' 491 491.7n � � 490.99 X 1 C� L. , 1r � -r-" 1 3 "'3 4 9n `a�3 �` 1 L. ��: a3.a `, u 9 .434 e I 4:'.: 1 �� TC 4:.a3 491 � S:;.a^:': ��?c?'�:^fiEi':^"�.,.,?..R?.`',;�., e>: ;,:o •<;�;:e3�::� 1� 491 h. 1t 91.15 ------ X 49111 a fa .--- - 491 � Be� 9 �'r ' ° r TR�I�`iH E111CL�i$IJRE INSET -----�-4� 491 � � f -` _� - PARCEL ID: 06100-IJO-Ot?-13204 SCALE. P' = iD' ' 1 W LANDS N/F \ tPRQP. 4 SAN. MH 4a4.4a g1CV � ` SAN STR. �Z5 D.B. 1908 PG.j726 c � % Tc a. �► f 490 RIM: 489.00 a ' Bea. 491 � { � , ,1 � �� � ! , X 489.TJ � � � 7 `` ~`. INV IN (81: 48560 .26 X 4 . �w4n926 INV our (81: 4M.60 491 4" .ta s - 4 0 - 49a 490 d J� _-- r-{� BC 4a W11 1l 4 -� _ PROP. CURB DROP INLET 488.77 ! PROP. CURB DROP INLET 4 4 % STORM SIR. #481 4a•-,4 _ 4 J STORM STR. 111 t f 4a3/ TC: 489.42 X 4 ..16 _`TC: 488.50 t t G: 488.92 `/�. 4w.41 X 35 - - - 4 r 1 1 418 C� INV IN 18 .484.62 IC 489.E X aa9.4a 4$9 J (151.482.71 48._ _1 aa. INV OUT �}:484.62 � 1 � � 489 - -- � J -- INV QUT1 I � { ! - ( X 48181 6 _ 4W t l $ TC 482.14 , 2.3 481. � • , t .e " i 489 { IC 197. 1 BG7.25 {1 Q j� 437.4 7�"4 I TC 467,56 a1fl 67 �! X .4t1 ° �' ` X 487.55 I Be 487.04 t �3'1.26 t 489 X 4 kT9 P" 7.76 i 487,03 �. ' ' I J�.t TC 467.62 VDOF TE4IPORARY BG 481.22 S T '' I I da73i7 CONSTRUCTION EASEMEM 481.40 R1 4 1. 6 1 X 4 7:95 - 1 1 L Z� \ s PER D.B. 4594, PG 065 / 4a1.94 4�a.R6 V a=�4 3 1 --- -'` PROP. CURB DROP INLET -"` I ! TC 481. 1 � �zi5 Tc 481.28 V ) � 47 8STORM SM. 112 Ng1 TC 486.73 J 20 06 t _, r. 487.10 Be 480.82 x Pe 48825 ) t 481.07 4 45 t TC: 486.50 486.26 Be .8 ` , Bc 44a6.46 G: . 486.00 487 , I ► I 7.12 �/ 6.77 / X 486.40Be zwfif 1 I t � �► X 487.39 .---- � INV IN (15'�. 4$2.1 a I 46 •30 1 I .78 K • , , 02 / 4B6.11 INV OUT {15'�:482.1 O 6 r r Tc t 1 T TC 487.32 X 7.22 / D J,}C 4n6.U6 TC 486.4a 460.75 ° 48U. 7 1 6C 488.74 11 C 4a7.49 ��'C, 722 / TC 4 J o 468A1 Be 485.9 l t .91 4a7.02 X 726 ` � TC 6.18 Be� > I t /f rG 4E4)28 PROP. CURB DROP INLET - 87.08 �{ 7.23 } 1 Tc • 6.56 Be :� _ e` }� 4a6.28 R2 1 I �p I y ®r TC /.t1 Be 6.09 \ ,. ti ; 8{ 48a74 Qfi t Be48026 a. '••iC,,, .7,36 "tG�7 5 6.16 D 1 455.78 4 STORM STR. #5 pt Be 48 N__ ---iG /_20 "" 65 _/ PROP. 4'0 STORM MH ft i1 Y17LTIY FACIUIY EASEMENT AND c 1 TC: 486.90 6.97 91 _ 6C 4 6.76.0 - STORM STR. 138 l CENTRAL TELEPHONE COMPANY OF VlRUN14 DI 4a0.96 � ie 4W.Q7 � e G. 486.40 Be 486.t 48 - - " TC 4M.52 RIM' 485.00 CFMURYIINK 4Ea,17 INV IN (181: 481.66 .44, 6.50 � ` � _ PROP. INLINE CDS O 9If � 4� .14 INV• IN 15 4$1.82 D.S. #4594 Pc f65 � � ,INV our {18'�:481.ss �� D __.. --- CONTECH MTD � � , INV { �� � OUi (151.481.82 `____ STORM STR. 137 dao.B7-----. ____ _ � - / 4-115i --R 9 p 485.59 =T ` 479.7 \ j .``� e� y -�� p RIM: IN 15 : 48198 ec �a844 i63 X 483.i7 TC ; II n' `_.d.• A f ( 8Z4.20 484.n7 < 1 1 TC .70 -~ _ _ O _ _ INV OUT {15"}:481.98 483.a3 ��� l 1 TC 479.T/ ' Be 24 PROP. IINLINE CDS ---- - ---- --- - - _ Be 479:a4 TC 479. �r _-'- �_-- r \ P ` 479. CQNTECH MTD ,....,,,."r:� ~_,� _ �` �.` - -- --- ~ Tc 483.59 \ t l TC 479.71 479. STORM SM. 6 ""'- -=479.44 -- "^ - -_ --- BC 4@ .i4 i 1 $ Be 479.39 .29 l 483.12 1 I S RIM: 484.44 --INV. o = 4747} -.-. 1 TC 482.59 ; 7C 4a3.' TC 483.82 t 1 479.a4 47R.4$ t INV IN (181: 477.62 iC 4 .33 4�1.65 - 5k, Be4i� 26 Be 4933a 479.13 C 480.10 7C 481 Ji by 462.12 >� �y 4.132J 483,32 INV QUT (18"):477.62 \� B6 BC 479,62 Be480,51 r 4a2.05 TC 4n2.95 -r \ 1 t Gy 47s.94 �MWP. CONSTRUC77ON EASEMENT BC 482.44 TC 483.70 479.13 480.61 479.59 4 t yp cP. FOR �� `4a2.3R 483 29 8aM / BeTC 479.52 Be 47a.62 � 1 ��\ X 479.67\ X 4W.7� PER DR 4679 PG. 554 1 482,73 �r 1 I / 1' „ 479.4$ j 4)aSt ``-...,. � � �/,, 478. ��� � � 4alIS1 X �48222 ST�Q�/ �/ I t 1 i 478` 224 / 47.27 7c , TC 47R.a9It IC aia7 4 .60 RiM=484.57 I } v. 478.27 TC 47a �'`iC'� "_. ae !8. 47&69 BC 479.32 Be 480.27 9U ES: 4- .93 Be 478.39 __.\ 47R.a1 482.87 itO INV (o� _ 057 1 4 TG 47n.92 470.90 ? s 48026 R3 478.0R 478.36 , Be 482. q 6 /NV (6) = 480.47 Be 478.43 � a/ Be 481.34 / C a' 1.14 T 4&2.fi9114 1 APPROX. LOG{ � � � '���� 1 VWOT RIM=47 .39 • r TC 483.17 ' ., B� 482.7a DEVICE EASEMENT / INV OU _ ' l+6i 1 j ' ( RIM-479 51 `` �1--'` 482.66 t 1 1 PER D.B. 1314, Pa `' .., / - TC M188 D.B. 4594, PG. 65 N i` INV. (a) = 473.29 `' He 482.42 INV. (b) = 472.81 N 31't3�' 4a2,39 t / SMW uI d ` L �� /� i ll /�, o , TC 1a2 a6 GO I l J q, - 6 `94, W s 46237 { f TC 6.15 ti ' 47a34 INV (0 M.1 UNx� S(ZE / TC ME57 • 1 I BC f7.74 47a29 V (b) = 425 440 SMW � Be 9 l 1 4Tr,75 l � ARIM=478.47 Tc RISTM�--478.05 ` 1 l N '23" W W/ R=188324' E. e 4-n t� allAQINa/UTILITY ®RAPHIG LEGEND -� PROPERTY LINE (PARCEL IN QUESTION) - - - OFF -SITE PROPERTY LINES EXIST. CABLE LINE x 8.9 EXIST. SPOT ELEVATIONS G: D00.00 PROP. GRADE SPOT ELEV. [ PROP. CABLE LINE xG: aso EXIST. GUTTER ELEV. TC: 000.00 - E - - E_ - EXIST. ELECTRIIC LINE x7L:' ago EXIST. TOP OF CURB ELEV. G: 000.00 PROP. TOP OF CURB & FINISHED GRADE ELEV. E E PROP. ELECTR6C LINE xtrt ago EXIST. FINISH FLOOR ELEV. FF: 000.00 PROP. FINISHED FLOOR ELEV. - - Fa - - Fo - - EXIST. FIBER OPTIC LINE x6f. a90 EXIST. GARAGE FLOOR ELEV. ' 000.00 PROP. TOP OF WALL & FINISHED GRADE 0 LOW SIDE FO PROP. FIBER (OPTIC LINE Tx EXIST. FIRE HYDRANT GL 000.00 OF WALL (ACTUAL BOTTOM OF WALL FOOTING TO #V BE ESTADLISHED BY WALL DESIGNER) - FUEL - - FUEL - EXIST. FUEL UNE D4 EXIST. WATER VALVE FUEL PROP. FUEL LINE N EXIST. GAS VALVE TC: 000.00 PROP. TOP OF EXPENDED CURB, (GH) FINISHED GRADE - -off - - 077 - - EXIST. OVERHEAD WIRES cm o EXIST. GAS METER GH: 000.00 0 HIGH SIDE OF EXTENDED CURB & (L) FINISHED GRADE 0 LOW SIDE OF OH PROP. OVERHEAD WIRES o EXIST. ELECTRIC METER GL 000.00 EXTENDm CURB - T - - T - - EXIST. TELEPHOONE LINE o EXIST. ELECTRIC BOX PROP. DIRECTION OF DRAINAGE FLOW ARROW T T PROP. TELEPHONE LINE 960 EXIST. CLEAN OUT - UGET - - UGET DUST. UNDERGROUND ELEC./TELE. SERVICE Q EXIST. WELL p4 PROP. WATER VALVE (N0. &SIZE OF CONDUITS NOT DEFINED) MWEXIST. WATER SHUT OFF VALVE PROP. GAS VALVE UGET PROP, UNDERGROUND ELEC./TELE. SERVICE o EXIST. TELEPHONE BOX (NO. & SIZE OF CONDUITS NOT DEFINED) ® EXIST. CABLE TV BOX - W_ - W_ - EXIST. WATER LINE CU.) EXIST. UTILITY POLE 8 PROP. STORM CLEANOUT W PROP. WATER LINE " EXIST. GUY WIRE PROP. SANITARY CLEANOUT - - s - - S - - pp EXIST. SANITARY SEWER LINE 3y�( EXIST. LIGHT POLE EXIST. BUILDING LIGHT S 5 �� EXIST. SHOE BOX LIGHT *;0 PROP. AREA LIGHT OR PROP. SANITARY SEWER LINE �---Q %--//, EXIST. COBRA LIGHT POLE PROP. OUTLET CONTROL STRUCTURE - = EXIST. STORM DRAIN LINE Iml PROP. STORM DRAIN LINE EXIST. TRAFFIC SIGNAL POLE a PROP. DRAINAGE MANHOLE EXIST. MINOR CONTOUR & ELEVATION Q EXIST. MANHOLE O PROP. SANITARY SEWER MANHOLE EXIST. MAJOR CONTOUR & ELEVATION EXIST. 'A' INLET 0 PROP. 'A' INLET ® EXIST. W INLET a PROP. 'B' INLET j()( PROP. FINISH GRADE CONTOUR &ELEVATION ® EXIST. 'E" INLET e PROP. INLET *ff EXIST. MONITORING WELL ® EXIST. YARD INLET g PROP. YARD RD INLET EXIST. FLARED END SECTION i APPROX. TEST PIT LOCATION EXIST. HEADWALL PROP. FLARED END SECTION PROP. HEADWALL GRAPHIC SCALE ( IN FEET ) 1 INCH = 20 FT. FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 JOSEP S ONE PROFE ZONAL NGINEER VIRGIN A LICENSE No. 51627 Job #: 2 - - 627 99 002 Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH 9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID CHARLOTTESVILLE VA Drawing GRADING PLAN C2.4 g 1. � 11llY/-1fVl Da � 1l e,ad.l 1 a 11 t � 1 11 . a � 1 11° a 4 i 1 H 8 R/W TAKING PER D.B. t a C)4679, PG 1 l C 554y a � d Y D a a .3 a a a ' 1 Y 1 PROP. DROP INLET 1 STORM STR. 13 1 I GRT: 493.60 ti a , INV IN (181: 490.26 INV IN (fit: 490.26 1 INV OUT (181:490.26 � a d RCP a a � IIw1 tV 1 R1M=�487.56 A a = INb = t1,46 2.56 IN (c) = 442,36 IN (d) = 441.46 PD WW&T RET: WALL- AND TRAUX SIGN FASEMENT PER D.B. 4679, PG 554 tp 02 Y 'a • �► a %� WOT TEMPORARY COWNLM E45t<MENT PER D.B. 4594, PG. 00 UTIUIY F"ffY EASIitENT AND CENTRAL TELEPHONE COMPANY OF WRO14 CENIURYLINK D.B. 14594 PG 165 _ � PROP. (DROP INI RIM=50013 STORM STR. 12 GRT=501.04 GRT: 4 INV IN (151: 4 memo= INV OUT (181.4 J 4 v v d O J 4 y z ° yd a` 14 v d4 l w . PROP. 62 HOPE ROOF 1 LEADER 0 1.00% SL (D?.) : ,' `:)ROP'. INV. 1' 1 �{ `01i1 `d F 1 PORARY / PC. 065 1 r� i C" t 1' N® t t l 1 PROP. CURB DROP INLET STORM STR. 14 ' TC: 489.42 G: 488.92 INV IN (181: 484.62 INV OUT (181-AM.62 +, 1 1 Il 1 t STORY AN RIM=481.36 t " INV (a) = 4 .361 INV (b)=47 8 1 v � PROP. CURB DROP INLET STORM SIR. 15 p TC: 486.90 G: 486.40 ". INV IN (181: 481.66 INV OUT (181:481.66 18'RCP 21 LF0 19.22% SL STM SEWER 1 d PROP. INLINE CDs '* CONTECH MTD STORM STR. 16 o RIM: 484, INv IN (181: 477, INV OUT (181:477, APPROX. LOCA VDOT TRAFFIC DEWCE EASEMENT PER D.B. 1314, PG. Aa 4594, PG. 65 �a PROP. DROP INLET STORM STR. 11 S 49'07'43' E 316.18' GRT: 493.90 INV IN (61: 490.90 PROP. 6" HOPE ROOF INV OUT (151:490.90 LEADER 0 1.00% SL (TYP.) y 44 RCS 90 ,��ctiz y l 1; 4A, A NO- F14 '. INV. (61- 491 '. INV. (31: 490 . INV. (41: 496, '. INV. (62): 491, ' 04 6' SDR-26 PVC SM. LATERAL 4d ° d y 4 d 0 MIN. 1.04% SL '14a ° 3' SDR-26 PVC SAN. LATERAL 4 J 0 MIN. 2.08% SL PROP. SAN. C/0 _-- INV (61: 489.28 4 4' SDR-26 PVC SM. LATERAL xi 0 MIN. 2.08% SL E . r• W,m ':i.... ;iPROP. 4' TRASH ; ENCLOSURE DRAIN -SAN STR. J59 FF; 494.50 CRT. 494.28 °" , NV OUT 4 9 .25 48 :I Q 0 O PRP. 2 COPPER DOMESTIC CE ESTIC SE ' Vz� , ; PROP 6 DIP FIRE SERVICE ```N ```' PROP. INV. 6 492.Q0 Y 4 SDR-26 PVC SAN. 0 q ° ' 0 MIN. 4 SDR-26 PVC SAN. LA 0 MIN. 2.08 C D 18' RCP 14 LF 0 Ic 19.22% SL STM SEWER RIM=479.44 p INV. a = 474.97 4/4114 PROP. INV. (181: rl y y` Ida e e RIM=47 .39 !NV (O d= RIM=479.51 INV. (a) = 473.29 „�_ o / INV (b) = 4 72. 81 STORM _L �e1 INV (a) -474.1 UNkN � srzE Y (b) = 4�25 4141a� SM A6/ RIM=478.47 S1DRW MH --�" RIM=478.05 N ' '23" W UN KN WNpRI1U INV. (a) = 473.06 ' 45.32' (b) NOWN INV (b) = 473.02 l / 1 1 51" mt/ ��''TRAFFIC CCNTR(aL DEN( OR Rldy--4'17.95 ` 1 , OTHER CQVSIRUCRON EASEMENT j .Q50 r", SAN. C/O U 31: 489.02 ,�4 SDR-26 PVC SAN. LATERAL MIN. 2.08% SL PROP. .CO SAN INV IN (31: 488.96 INV IN (41: 489.02 INV OUT (41: 488.96 4000 a 4" SDR-26 PVC SAN. LATERAL 0 MIN. 2.08% SL PROP, SAN. C/o 4 ' INV (41: 488.56 1. 4' SDR-26 PVC SAN. LATERAL. 0 MIN. 2.08% SL PROP. 1500 GAL GREASE T INV IN (41: 488.26 INV OUT (41: 488.01 a 6' SDR-26 PVC SAN. LATERI PROP. SAN. C/O INV IN (41: 487.54 INV IN (61: 488.38 INV OUT (81: 486.35 O 0 � 4 TEMP. CONSTRUCTION EASEMENT FOR ENfRANCE PER !1R 4679, PG 554 Sri 0 `� s ` &--N4917' / APPROAWIE LOC4MV 15' WATER UNEFASEMEM :::4Aw CHB=N 66'18'37' E t P& D.R 729, PG. 677 \ t CH0=103.52 �♦ W l A=35,34 l \ R=45OO' A=459'47' CHB=S 71'46'51' E CHD=34.44' } p ` S 49'1658" E OF 23.73' r-- - l � �ELECIRIC PER MARKOUT 1 _1------_--- UGET t GE G _ U UGET ` .. .+ ",- - UGET ^-�""�� - �Fr UGET G - CONTRACTOR TO CONFIRM LOCATION OF ELECTRICAL CONNECTION PRIOR TO CONSTRUCTION , PROP. WATER VAULT - - CONTRACTOR TO CONFIRM LOCATION OF GAS CONNECTION PRIOR TO CONSTRl1C WN (TO BE COORDINATED W/ _ _ _ _ - - - - - L c, EX. GAS MAIN LOCATED WITHIN EAST RIO ROAD, _ _ - _ - W - t THE WATER PROVIDER " WL _ _ - 1 PER CHARLOTTESVILIE UTILTIY MAPPING _ _ _ - -- PROP, WATER VALVE d - L CONTRACTOR TO CONFIRM LOCATION OF ON WATER CONNECTION PRIOR CONSTRUCTION „ _ 6 w Ta APPROX. LOC.41WN { r - - - 10' VEPCO EASEMENT ty PROP. 6" DIP WATER SERVICE ne. � PC.s51 y r 1 <� I r f d 1 1 S r \ ' l_� BFNCHMARK j MAG NAIL I LIE14 = 49L23 r I I / I d ! rr o � PARCEL ID: 06100-00-00-13200 LANDS N/F PROP. 4'0 SAN. MH SAN CV STR. RIM: 489.00 ®' ' 25 D.B. 1908 PG. 726 \ � ` RIM: 0 tfi INv IN (81: 485.60 INV OUT (81: 485.60 1 1 t 1 PROP. CURB DROP INLET tl {{ I STORM STR. #11 `�=✓.� TC: 488.50 t 1 r! G: 488.00 } ' I 1W OUT (151:482.71 t { � I { j I t t {t { t t t / I 1 { 1 1 ® I ate., r t t P. CURB DROP INLET r ZM STR. J12 486.50 t t 486.00 i IN (151: 482.10 p OUT (151.482.10 r t t 15' RCP 11 LF 0 l ! a t t .15% SL STM SEWER PROP. 4'0 STORM MH l STORM STR. 138 t Cow OP. INLJNE CDs 0 RIM: 485.00 +a INV IN (151: 481.82 t NTECH MTD I INV OUT (151-481.82 I t ARM STR. 137 I: 485.59 c`5 ! IN (151: 481.98 OUT (151:481.98L]15' �° RCP 1 { 1.15% SLSTM SEWER I t t t 11-11 a 31,01 A=77.32' R=188.24' A--23'32'08' CHB=N 4747'17' W CHD=76.78' GRADING/UTILITY GRAPHIC LEGEND PROPERTY LINE (PARCEL IN QUESTION) - - - OFF -SITE PROPERTY LINES - r -- - c - - EXIST. CABLE LINE x 8.9 EXIST. SPOT ELEVATIONS G: 000.00 PROP. GRADE SPOT ELEV. C PROP. CABLE LINE c 8.90 EXIST. GUTTER ELEV. TC: 000.00 G: 000.00 PROP. TOP OF CURB &FINISHED GRADE ELEV. - E - - E - - EAST. ELECTRIC LINE XM. 690 EXIST. TOP OF CURB ELEV. E E PROP. ELECTRIC LINE x€F• a90 EXIST. FINISH FLOOR ELEV. FF: 000.00 PROP. FINISHED FLOOR ELEV. - - Fo - Fo - EXIIST. FIBER OPTIC LINE x a9a EXIST. GARAGE FLOOR ELEV. 000.00 PROP. TOP OF WALL & FINISHED GRADE 0 LOW SIDE FO PROP. FIBER OP11C LINE �y EXIST. ARE HYDRANT' GL: 000.00 OF WALL (ACTUAL BOTTOM OF WALL FOOTING TO BE ESTABLISHED BY WALL DESIGNER) - FUEL - - FUEL - EXIST. FUEL LINE EXIST, WATER VALVE MEL PROP. FUEL LINE N EXIST. GAS VALVE TC: 000.00 PROP. TOP OF EXTENDED CURB, (GH) FINISHED GRADE - - ay - - aH - - EXIIST. OVERHEAD WIRES o EXIST. GAS METER GH: 000.00 0 HIGH SIDE OF EXTENDED CURB & (GL) FINISHED GRADE 0 LOW SIDE OF OH PROP. OVERHEAD WIRES a EXIST. ELECTRIC METER GL: 000.00 EXTENDED CUIRtB EXIST. TELEPHONE LINE o EXIST. ELECTRIC BOX PROP. DIRECTION OF DRAINAGE FLOW ARROW T T PROP. TELEPHONE LINE EXIST. CLEAN OUT - UGET - - UGET EXIST. UNDERGROUND ELEC./TELE. SERVICE O EXIST. WELL PROP. WATER VALVE (NO. &SIZE OF CONDUITS NOT DEFINED) +0 EXIST. WATER SHUT OFF VALVE PROP. GAS VALVE UGET PROP. UNDERGROUND ELEC°/TELE. SERVICE o EXIST. TELEPHONE BOX (NO. & SIZE OF CONDUITS NOT DEFINED) EXIST. CABLE TV BOX - - w- - w- - EXIST. WATER LINE EXIST. UTILITY POLE W0890 PROP. STORM CLEANOUT W PROP. WATER LINE EXIST, GUY WIRE 0--- PROP. SANITARY CLEANOUT EXIST. SANITARY SEWER LINE EXIST. LIGHT POLE EXIST. BUILDING LIGHT S S EXIST. SHOE BOX LIGHT ( PROP. AREA LIGHT OR PROP. SANITARY SEWER LINE EXIST. COBRA LIGHT POLE PROP, OUTLET CONTROL STRUCTURE EXIST. STORM DRAIN LINE PROP. STORM DRAIN LINE EXIST. TRAFFIC SIGNAL POLE O PROP, DRAINAGE MANHOLE EXIST. MINOR CONTOUR & ELEVATION ® EXIST. MANHOLE @ PROP. SANITARY SEWER MANHOLE EXIST. MAJOR CONTOUR & ELEVATION EXIST. "A" INLET PROP. 'A' INLET ® EXIST. "B" INLET PROP. 'B' INLET XX PROP. FINISH GRADE CONTOUR &ELEVATION ® EXIST. "E" INLET a PROP. 'E' INLET ;yM. � EXIST. MONITORING WELL ® EXIST. YARD INLET PROP. YARD INLET EXIST. FLARED END SECTION� i�} APPROX. TEST PIT LOCATION G� EXIST. HEADWALL PROP. FLARED END SECTION f� PROP. HEADWALL MATCHLINE M.=..�. 242.02' STDW mi t 1 RIM=464.57 l 1 INV (a) = 480.57 II { c INV (b) = 460.47 t t t I l t { I t t 1 � ! I t I t t t tl tl PROP. 4'0 SAN. MH l i i t SAN SIR. 126 { RIM: 487.60 L 1 t' INV IN (81: 484.49 t t PIPE CROSSING 'X1' W/ CONIC. ENCASEMENT 6' HOPE (STORM): BOP: 491.02 6' PVC (SAN.): TOP: 490.21 SEPARATION: 0,81' PIPE CROSSING 'X2' 6' HOPE (STORM): BOP: 491.34 3' PVC (SAN.): TOP: 489,69 SEPARATION: 1.65' PIPE CROSSING 'X3' 6' HOPE (STORM): BOP: 491.37 GRAPHIC SCALE 4' PVC (SAN.): TOP: 489.78 SEPARATION: 1.59' -za D I D z0 40 PIPE CROSSING 'X4' 6' HOPE (STORM): BOP: 491.56 ( IN FEET } 4" PVC (SAN.): TOP: 489.33 .23' I INCH = zo FT. SEPARATION: 2 I t INV OUT (8' ): 484.49 80 FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati off 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 JOSEPH P ONE PROFE IONAL kNGINEER VIRGIN LICENSE No. 51627 Job #: 2627-99-002 Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing DRAINAGE & UTILITY PLAN A 3M S RV #i2 .... 486.50 486.00 IN (151: 482.10 OUT (151:482.10 15' RCP 11 LF Q 1,15% SL. STM SEWER D PROP. INUNE CDS p CONTECH MTD STORM STR. 137 o RIM: 485.59 onIW IN (151: 481.98 IW OUT (151:481.98 r .1 TFjWP. CON5IRUCIION EA57 itENT FOR EfflIPM PER D.B. 4679, PG. 554 11-11 .. W 94 00, r A=77.32' R=188,24' 11=2,T32'08' CHB=N 4747'17' W CHD=7638' VT AND f14 DIBIA CEMURMMK 065 PROTECT YOURSELF t► It tog f I 1 If I I I t 1 GRADING/UTILITY GRAPHIC LEGEND -� - PROPERTY LINE (PARCEL IN QUESTION) - - - OFF -SITE PROPERTY LINES I } I y — c — — c — — c - EXIST. CABLE LINE C PROP, CABLE LINE j i 4 t — F — — E — — E - EXIST. ELECTRIC LINE E E PROP. ELECTRIC LINE I ` 4 — FO — — FO — — FO EXIST. FIBER OPTIC LINE FO PROP. FIBER OPTIC LINE m { { I — �+-� FUE1— — FUEL EXIST. FUEL LINE Ka PROP. FUEL LINE PROP. 4'0 STORM MH tl Coe 4 1 ` — — ON — — off — — 0/1EXIST. OVERHEAD WIRES CH PROP. OVERHEAD WIRES STORM SIR. 138 I v, — r — — r — — T - EXIST. TELEPHONE LINE T T PROP. TELEPHONE LINE RIM: 49.00 i — YGET — — UGEr — EXIST. UNDERGROUND ELEC./TELE. SERVICE UGET PROP. UNDERGROUND ELEC./TELE. SERVICE IW IN (151: 481.82 I � Ncl, ` (NO. & SIZE OF CONDUITS NOT DEFINED) (NO. & SIZE OF CONDUITS NOT DEFINED) I W OUT (151:481.82 t ` — w — — w — — w - EXIST. WATER LINE W PROP. WATER LINE } — —s— —s— —s— S s { EXIST. SANITARY SEWER LINE oa PROP. SANITARY SEWER LINE 10 15' RC\P 14 LF 0 {�^ 1 { = EXIST. STORM DRAIN LINE PROP. STORM DRAIN LINE { STM SEWER17- EXIST. MINOR CONTOUR & ELEVATION 1.15� 5L i � � � ` 1 _ "` � ~10 - � _ � � � EXIST. MAJOR CONTOUR &ELEVATION � PROP. FINISH GRADE CONTOUR &ELEVATION MATCHLINE ti4e EXIST. MONITORING WELL dilill �\ 4 .... il�!- APPROX. TEST PIT LOCATION ( x 69 EXIST. SPOT ELEVATIONS G: a00.0a PROP. GRADE SPOT ELEV. � �"" 1 } "' W 242~ I x &90 EXIST. GUTTER ELEV- 1 N 49'1658 W .02' ` r wr x�. as0 EXIST. TOP OF CURB ELEV. G: aoa.00 l l .,o-----^-� TC: 000.00 PROP. TOP OF CURB &FINISHED GRADE ELEV. X fk 8.0 EXIST. FINISH FLOOR ELEV. FF: 000.0Q PROP. FINISHED FLOOR ELEV. xct ago EXIST. GARAGE FLOOR ELEV. PROP. TOP OF WALL & HNISHED GRADE H LOW SIDE 1 V (a) 57 12s EXIST. FIRE HYDRANT GI, 000 00 Of WALL ACTUAL BOTTOM OF WALL FOOTING TO { I INV (oj = 480,57 1 1 ca EXIST. WATER VALVE c fNV. (b) = 480.47 t ` � � xv BE ESTABl15HED BY WALL DESIGNER) 1 I l l D4 EXIST. GAS VALVE TC: 000.00 PROP. TOP OF EXTENDED CURB, (GH) FINISHED GRADE { I I 1 x rw GH: 000.00 0 HIGH SIDE OF EXTENDED CURB & �GL) FINISHED I I 1 EXIST. GAS METER GL 000.00 GRADE @LOW SIDE OF EXTENDED CU B i 1 1IN I I 17 ` ❑ EXIST. ELECTRIC METER 1 1 APPROX. LOfi1TlON ( N ElEXIST. ELECTRIC BOX PROP. DIRECTION OF DRAINAGE FLOW ARROW � I 1 10' Ikm EA2" ` rn } } ' C 0 EXIST. CLEAN OUT PER AR 690, PG 651 (( � EXIST. WELL PROP. WATER VALVE EXIST. WATER SHUT OFF VALVE 04 PROP. GAS VALVE I { a EXIST. TELEPHONE BOX l t ® EXIST. CABLE TV BOX EXIST. UTILITY POLE SWIMS PROP. STORM CLEANOUT 1 1 EXIST. GUY WIRE 11,,E PROP. SANITARY CLEANOUT I 1 1 EXIST. LIGHT POLE 1 1 PROP. 4, � SM. MH F.,.i EXIST. BUILDING LIGHT '1 LI R� #26487.60 l (�O EXIST. SHOE BOX LIGHT PROP. AREA LIGHT L { I INS IN t8 !: 4M•49 EXIST, LIGHT POLE LNJ PROP. OUTLET CONTROL STRUCTURE { 1 INS OUT (81: 484'49EXIST, TRAFFIC SIGNAL POLE O PROP. DRAINAGE MANHOLE { { ® EXIST. MANHOLE @ PROP. SANITARY SEWER MANHOLE I I 18 U� EXIST. 'A' INLET PROP. 'A' INLET I I APPROXIMATE LOGIMON ® EXIST. W INLET PROP. 'B' INLET 1{ ` 15' WAIER LINE EASL W ® EXIST. 'E" INLET I I PER D.B. 729, PG. 677 ..+ E3 PROP. 'E' INLET 1 1 Y ® EXIST. YARD INLET l 1 tQ©- PROP. YARD INLET I { EXIST, FLARED END SECTION � EXIST. HEADWALL � PROP. FLARED END SECTION PROP. HEADWALL I 1 l 1 I t 1 { f t t l I t I t t t 1 1 I l 1 18 I t 4 l MPROX. LOB 4TOV s�rARt� whr>acE t , RIM:492, 0 � � AL LE COU TY M' AUTMW 1 BOS 485.0 PER AB 729, PC. 677 1 1 1 CO. t N 1 t / IN. loe \ 1 { GRAPHIC SCALE 1 I -20 0 10 20 40 80 RIM: 487.8 FEET � 80S• 4812 1 ► / / / / — \� (} PROP. IW. (8" , 483.38 t} t / 100, 1 INCH = 2a FT. 100, .001 1 I / / 18 { i' APPROX MIF LOCH DV { / / 5' WATER LINE LiLSEMOff PER D.B. 729, PG 677 \ FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 DYNAMIC ENGINEERING LANDW,MOF ENi�Igt'l fgMfMNG .GEOTFCf{MIC+1t � EH1llRONMEI,(TAL TRAFFIC , 3 I Rl/FY A PLINNlNG d IONING , 1904TNalnStr ei,`}plreComo, NJ Qtpq T 732 4T4 4198 TF• T32.974 35t , AddiBonol oilkes'convonleMM loeoted ct' � ram. p(racrrevterrey.rr�.n4ms8 Na.M.cv�n j'augfimp r. ay.m(,uue 1psayTgtm . t SI7.Q14.26,1¢ DeYay9edriti Aattl¢ k54t.P2184o� www.dynomkec.cam JOSEP r ONE PROFE IONAL kN ]NEER VIRGIN LICENSE No. 51627 Job #: 2627-99-002 it a Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV- PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing DRAINAGE & UTILITY PLAN B C216 495.00 490.00 zo 485.00 W 475.00 472.00 STATION 490.UU 485.00 480.00 478.00 0+00 1 +00 STATION 0+00 1 +00 PROFILE VIEW OF PROP. CURB DROP INLET #11 TO PROP. STORM MANHOLE J38 HORIZONTAL SCALE: 1 A=20' VERTICAL SCALE: 1 "=2' 2+00 PROFILE VIEW OF PROP. DROP INLET #1 TO EX. STORM MANHOLE HORIZONTAL SCALE: 1 "=20' 490.00 VERTICAL SCALE: 1 "=2' ►P111If 480.00 478.00 1+50 495.00 00.00 0.00 a Q W P5.00 P2.00 3+00 4+00 4+50 HORIZONTAL SCALE -20 0 10 20 40 80 ( IN FEET ) 1 INCH = 20 FT. VERTICAL SCALE -2 0 1 2 4 8 ( IN FEET ) 1 INCH = 2 FT. FRCH DESIGN WORLDWIDE 11 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT#: 35651.000 DYNAMIC EMSINEWRING tANDDMLOP f�(t;C,QMSU�l2NG.'+:P.NG GPOTEC (GILR'&MRONME►d*. TRAFFIC • 36,1 Y 4 PLANNING 6 iQNWCt 1904 Moin Street Lake co NJ OT!] 9 t; 792.4�4wQ1.9fl;�:#k 732.914.3521! addlMonol oRkss convanlent located ak cne r�';•esaemvrca r; '� huuttyhvta . r. ay. e ` _ %wt{t@pn ft 51 CeYyr&gctundaa !.�561 VjlESU www.dynwicec.com JOSEP'luONE rNGINEER PROF VIRGIN LICENSE No. 51627 Job #: 2627-99-002 Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 (LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing UTILITY PROFILES (STORM) C3,1 C) F-- PE LU 495.00 490.00 485.00 480.00 S� 500.00 495.00 C) I--- C:z 490.00 all i I'A 485.00 480.00 ST FI%VIILL- VILIV VI LA. %Jn1AI1rM%I MrUIIIVLL IV LUMMIXIII JILMIIVUJL UUILUIIII%l HORIZONTAL SCALE. 1 " =20' VER11CAL SCALE: 1"=2' 500.00 *N W, -em-w 0i M, Kill EN, W & ON'.*X qg im .0. X 'Ai WIN:. P:§' qX. . . . . . . . . . . . . X -495.00 Nx, zxi z PROP. GROUND �,,:X .%,:X,'.8!M A X. R 'Ns E�' M, -xxx C) MIN. J.04% F J -490.00 V-25 leyv �,X:XX, MIN. 04% SL U LLJ .�x g I.x 0 M." 8, SE j-26 PC 75 LF 8- SDR-26 PVC; 75 LF SAN. LATE W_ 0 MIN. o.50% SL a MIN, 0.50% ---485.00 C4 a; V) cz; L�3 CN r" LLJ 02 00 0i CR C Fj C" CD -T - C.0 C) Cn Z--, C4 ez. I co -C-01 Cn + + + a: + LO C�, LO co fl- 5 CL: -d co p C3 Cr- 480.00 4! �T 1*2 03 4 Zt -20 -z C4 C14 -4: 4 1-041 W q� 4 A fl 5+00 6+00 7+00 8+00 8+50 noAmt r kilmu r%r Iry CAKIMADV LIAkII-IN C -rA 1 Aklf%U(%Dkl =A[MAI lCr DI III MIA U11VIIII VILTY WI LA. %Jn1111r%I%I "WY1II1%JLL I%J L%JI1VIIVI%11 J]LrVNIIVVJL UWILUI11V HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1 "=2' -2 495.00 490.00 CD 485.00 480.00 HORIZONTAL SCALE 0 10 20 40 80 ( IN FEEr ) 1 INCH = 20 Fr. VERTICAL SCALE 0 1 2 4 IN FEEf 1 INCH = 2 FF. FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 5132413000 www.frch.com ARCHITECTS PROJECT #: 35651.000 DYNAMIC ENGINEERING LAKI) D�WLOP#14KC -,#VMrMNG TRAFRC 1904MolnSk ec 0, 9 '.732 T '732. p. .974 iAddIff0MI* .�o : n �Qnf I d:::, WWW.dynQMkec.00m J H OSE' T/r ONE PROFE 10)NAL NGIN EER VIRGIN ICENSE No. 51627 Job #: 2627-99-002 NEW- @ Issue Date: 08.27.18 REVISIION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 16,00 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID CHARLOTFESVILLE VA Drawing UTILITY PROFILES (SANITARY) C) d 495.00 490.00 485.00 t� �rl f� 21 t6D K? N (n r m C►1 �p fn 01 SR ao w L-3tFM�yo ., � CD �_�z Njb= CD ZiwOZ a- m~�Cs 0sao ad C6 Cd Cd ad ad ad CV N U pp ! a, n� IDo w fn �p rn NCp' '`��. 0 n E``i''`v 0M L" r- w`"A CSW'� �ts zz� .'' �za 'd' "�zzca �+' x o.....�......t� &�& J .H-11 I N STATION 0+00 PROFILE VIEW OF PROP. SANITARY CLEANOUT TO PROP. 4" TRASH ENCLOSURE DRAIN HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=2' 495.00 500.00 490.00 495.00 a w w 485.00 490.00 480.00 1+00 485.00 Z KI? N (n R ao m ;< QLM CN .. V o1 O co C4 to a m ~ .. ¢ 1 + .., Co a N w n. • .. d& z z.S ; s z z..� .*� _ a a 4 500,00 495.00 490.00 485.00 o a w w 500.00 495.00 490.00 485.00 M 495.00 Co d w :.. , Z M �r> # `r 9 r T.vv IFz. Q! 1 011 (y m $v'+ r• UedaIgo O! O iCt3GoYE CA C7! O. '^ g- n LE o va 0j Q a �,.. Z Z Z M 490.00 485.00 STATION 0+00 1+00 STATION 0+00 1+00 PROFILE VIEW OF PROP. 4" SANITARY TO LONGHORN STEAKHOUSE BUILDING PROFILE VIEW OF PROP. 3" SANITARY TO LONGHORN STEAKHOUSE BUILDING HORIZONTAL SCALE: 1 "=20' HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=2' VERTICAL SCALE: 1 "=2' HORIZONTAL SCALE -20 0 10 20 40 80 ( IN FEET ) 1 INCH = 20 FT. VERTICAL SCALE -2 0 1 2 4 8 ( IN FEET ) 1 INCH = 2 FT. FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT #: 35651.000 DYNAMIC ENGINEERING LAND DEVELOP Wg9p;y 9. # RRMIMNG GEOiEC}�NlritL' � ENYI�QNMRNrAt,, TRAFFIC s SRRVEY ANNlNG'_8 TONING 1904 MQfn Se C0m0, J 07119 T,732.9 0148 r, 732.914 35 j `. Addiflorwl oiflces con6nler>rly located Chi rarssttrQwlerie�.ersz.nsmt�' �, Nn Po46ati!!P�p r.7a7.+85,gp4 �p^.tscit;rerzs;utm, Fk4aprirmwi, r�t.rayapu! CeYvr,&iap�,;Aald:a;i C; 36t.Vli.B90 www.*n=kec.cw JOSEP P ONE PROFE IONAL kNGINEER VIRGIN LICENSE No. 51627 Job #: 2627-99-002 0 a Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID CHARLOTTESVILLE VA Drawing UTILITY PROFILES (SAN ITARY) 0.0 0.0 o 0.0 �I o.o o.o o.o o.0 0.0 oo 0.1 o.1 o.o o.o o.o oo ` 0.0 o.0 0.0 o.1 0.1 0.1 o.1 o. r o.1 0.l o.1 0.1 0.1 + 0.1 o.1 0.1 0" 1 o.1 0.1 0.0 0.0 0.0 l 0.0 � 0.0 0.0 0.0 0.0 0.0 0.o THIS PLAN TO BE UTILIZED FOR LIGHTING PURPOSES ONLY 0. o 'G�T1 0. 'o. o o. 1 0.0 1 0. o 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0. o ' 0. o o.rAl"Off Jr J 0.1 0.1 0.1 0.1 0.1 0.1 0.1 o.z o.z o.2 0. J t o. r 0.1 0. l o. r o.1 0.1 0. r 0.1 0.0 \o. a 0 0.0 0.0 0.0 0.0 0.0 0. 1 + ++ + + + + + + + + + + + + + + + + + + + + + +_ } + } + + + } + + + + + + +1 +t + + + + + + 0.0 0.0'] D.0 0.0 D 0' 0.0 0.0 00 0.0 0.1 0.r a.r o.r 0.1 0.0 a.o o.0 0.1 a1 0.1 0.J a1 �a1 0.2 0.2 0. 0.3 03 0.3 0.2 0.2 o.z o.2 0.r 0.J 0.1 0.r 0.1 0.0 00 0.0 \ 0.0 0.0 0.o ao 0.0 at 1 d + } s + } +. ! + + + -0-- 4- + + + + + + + + + + + + + + + + + + + + + + + + + + + oo 0.0 ,l oo 0.0 .0 .o �0. U� 0.0 0.1 0.2 .0.2 o. l 0. 0.0 0. k- 1 r 0.1 0.2 0.2 0"2 0.3 os "o�"�rr-- ...� 0.2 0.1 0.1 0.1 oa 0.0 \.o \o a0 0.0 0.0 0.0 ac a � �.11 � �g'07'43� Ei 316.18� � .� ♦ \ \ + + $ + + - ..a + + + + + + + + + + + + + + + + + + + + + + + + + ♦ + s+ + \ + ` + + + + + 0.0 0.0 $ 0.0 0.0 0.c� 0.0 0.0 0.2 0.3 0.4 .1 1 0.1 0.1 0.1 0.2 5 J.1 J.9 Z9 3.1 2.7 1.5 1.1 0.8 0.5 .3 0.2 0.1 0.1 0.1 0.1 r3Q 0.0 \\ 0.0 `\\ 00 0.0 0.0 0.0 0.6 1 ��„�........, AP-311E-40K-BLS ° p ��',�o' 44 + + + 1+ + ' + l + + + / + r �"'"' + + + + + + } APPROX. LOC. OF + + + ° q °+ + + + + + + �• E` \ + + + + 0.0 oo $ 0.0 10.o 0. .0 0.0 1 a.o ��0..1 a .E••� + 0.4 0.2 � _....sue- --1� !"'� -"fir �'�'` 1.0 1. 1.9 l9 1.0 FC 1SOLUX 42 7 4,0 31� 5 1.4 .5 03 0'2 0.1 0.1 0.1 0.0 \a G 0.0 0.0 0.0 oc 4 a `�` •--�' AD-2MB-E {?YP•� ° a a a �`a APPROX. LOC. OF + + + + + + + \ + + + + + + + + \ + + + + 0.0 0.0 �0.0 .0 0.0 0.0 a.0 0.1 1.3 1.3 rli 1.3 2.0 2.5 18 �94 33 4.2,° 3.b 7U•1 0.4 .8 1 ; ZO 1. 0.6 �\ .4 0.3 0.2 0.1 0.1 0.1 0.0` 0.0 00 QO 0.0 0.6 11 AD-2MIB-E a 4 p ' ° 0.5 FC ISt}LUX (lYP.) 0.0 0.0 to 0.� 0.1 0. 0.3 0.6 1 5.7 44 34 �' 31 � j.1 3.3 +.4 4.3 37 1 2"8 3.2 4.6� 6.0 .2 � 7,,3 5.8 19 2.2 1.3 U7 C 0.3 0.2 0.1 0.1 0.1 0.1 .C� �0 � 0.0 0.0 0.6 a o v ° J R/W TAKJNG 4 ' a ° °4 w G-9-35 ED {� +GENERAL NOTES 0.0 oD PEistaLtlR 11 0.1 �D.2 ° 5 37 a6.2 +. +. 3.5 30 a 2.6 G-g-35 2. 3.1 3.4 3.D 2. 4 1.9 2.2 31 4.4 53 4.8 4.5 4.5 4.1 +ZS 1.6 1. 0. 5� 0.3 0? 0.2 0.1 a 01 a 0.0 0.0 0. 0"0 0.0 0.0 4679, PG 1 °4 G-�-35 Q� @ �\ ` 1. THIS LIGHTING PLAN ILLUSTRATES ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN 554 ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA IESNA APPROVED METHODS. ACTUAL SITE ILLUMINATION LEVELS AND �A• °4 PERFORMANCE OF LUMINARIES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER RELATED + + + ] + + + . + + + <�+ + }} - + ,Qµ- . f 1, .I^` ° v + + +o ° + + + + + + + +, + ,�, +_ ♦ + + + + + + + + + + + 0.0 0.0 0.1� 0.1 a.2 3 . 0.9 1.2 Z l 9 6.� 5 9 \>>„* r. - - 0.94 1.1 ° r 1 4 .1 1.3 1, 7 2.3 3 4 4.4 4.4 4. + 0. �0.3 0.2 0.2 0.1 0.1 0.1 U.1 q 0. 0 y VARIABLE FIELD CONDITIONS. 1 s, G 9 35 � 49'16 '� 4.M s: . l l G 35x,r.t.,:.:,.. ,s.. .> ..... .. . t ,»,.99.\..:.:.:., 2. ALL EXISTING �,.<....,..,,.. ::�:> ::;<2#;:s:. , ,_:........,v.. _.......... ,�.�,.., :. �ry.,�.9>....:.::,.:;>..,. A EX N CONDITIONS LIGHTING E REPRESENTATIVE s ,x,,,,.�'��w,,,, .........:.::..........vr.#.... >.:�.:,;.:.,..>.:>.:,:.,:;.,; 4 Z3.�'� LEVELS ARE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES 1 ,.�<ir'22{;<.,.::`•«# k..� ., :Wy2-. � AP 5M�E . n, ,..... . ] 3:;.:,:;.::..:.,.,;{. 2i#4:rr;:.::.;.,#.,,;.:::,.;..,..... ~"ter AND/OR ACTUAL FIELD MEASUREMENTS TAKEN WITH A LIGHT METER. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES C 4 .,.. ;;;9n:.;;:r,::n:9. 4;2 y,.%.:>.. a to:{,:r#.;;::v2::::,r..ny,,:.,.,s;.; '.>'.;:L;:;^':', / Q 7 � . 4 .7 4. a»:..., : �:� :. �,:`.. �>.:..:'.�..»,,.::.:;.,..,.:..,<., �• x::> > �... 4 7 1. 1. 4. 7 ` 0.9 0.7 5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0"0 D.0 0.0 0.1 0.1 0.7 U 0 8 35 5_<{:k:#.: 'h':.k.: «3€n:, ; :h 0 06 0.9 2 8 25 ``��,�,� WEATHER CONDITIONS, ETC. ACTUAL LIGHTING LEVELS MAY DIFFER AND THE LIGHTING LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED � � LA H LD AS .. $ ,<�APPROXIMATE. a AD B 2Mi E ,Y # i rt ] w:i1, v.:a.;fi ;?s`^�...x.,�;:,'3. :J;; n..x5>,;;;r: u. :% k�?:• .{t:. u.,.,:,2>.'f'`!R: k' x%<f%'.:..r i3.,>nr�;;:::,,.t.. + + } } } } + + + + + + + } } + + + + ] + + + + + + + + '`%9 +n. ».," { Jy,». J.;w... ,. ;;,:.Ji.` �a4's`:;{#.2;.'.:!3:: n:hra:; .: .::.,. .. + + + + + + + + ;;' •>:i.y:SM.:�n.,;..,.2:h;,.,.vp a..>.:,;.,w;.'x:;5.,;xh+h:,v:.hir9v....n�,+,". ,v,.::;..h.:.;'a.,v,;;;::,.>\ `, M:;.:., ,,::...:..:::.:,.2 ,,:9„ .; i 1 3. CONDUITS SHALL BE INSTALLED A MINIMUM OF 2 FEET BEHIND GUIDERNL POSTS. 1 $ 1 0.1 c J ' 0. 0.1 ` 0.2 _.9 35 3 - - ,„�,„''. :�. 0.3 0.4 t.1 1.6 2. 3 4. 9 `.8 1.8 1.3 .0 0.7 0.. 0.3 02 O2 0.1 0.0 0 0., - �Lt ' _ ,{`,'A;�:,^,.�„�.�,��3 1 .E.. '.;:...:... ,,....... ,.... a 2:,.:n:{>{':<.::ti;2.:;,::.:{:.•,:::; ,:;,,< ,;, ...;,«. _ _ 4. 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D. 0,2 Oz 0,2 0.1 of 0.1 0.1 of C B 0.1 0.1 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 1 10.0 0.0 SEE SHEET C4m2 OF FOR LIGHTING PLAN DETAILS DESCRIPTION CREE OSO SERIES TYPE 3 MEDIUM LED AREA LIGHT CREE OSO SERIES TYPE 5 MEDIUM LED AREA LIGHT CREE OSQ SERIES TYPE 4 MEDIUM LED AREA LIGHT CREE OSO SERIES TYPE 3 MEDIUM AREA LIGHT W/ BACK LIGHT SHIELD CREE EDGE SERIES TYPE 2 ROUND LED AREA LIGHT W/ BACK LIGHT SHIELD KICHLER LIGHTING 12V 9-LED @ 35 DEC ACCENT LIGHTOLIER FLUORESCENT DOWNLIGHT t 1 I b' `-.. D d I 1 190 CUMB ARE M4010 AND SFItAMN AT 0.5 AND 0.1 F'C. 0.0 O.a 0.0 0.0 0.0 0.0 00 0.0 .D 0.0 O.0 0.1 0,1 +, +. 0.1 0.0 0.0 0.0 0.0 0 � +.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 p.0 0.0 (FM) - FLUSH MOUNT FOUNDATION (PED) - PEDESTAL FOUNDATION THE CALCULATIONS SHOWN WERE MADE UTILIZING ACCEPTED PROCEDURES OF THE ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA. VARIATIONS IN LAMP OUTPUT, BALLAST OUTPUT, LINE VOLTAGE, DIRT DEPRECIATION, AND TEMP. CONSTRUC 70N EASEMENT 1 1 Wow, OTHER FACTORS MAY AFFECT ACTUAL RESULTS. UNLESS OTHERWISE STATED, ALL RESULTS ARE MAINTAINED VALUES, UTILIZING ACCEPTED LIGHT LOSS FACTORS (LLF). + + + + + + + + + a + + + + + + + + + + + + + FDR + + + + + + + + + + + +. + 0.0 0.0 a.0 a. U 0.0 U 0.0 .0 0.0 a. U 0° 0, 0 0 0.0 0.0 01 o.1 0.1 0.1 0.1 0.1 0 .0 0.0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 � mod"' I G10 0.0 t PEAR D R �S 5540 n + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 +1 + 0.0 0. 0.0 0.0 0,0 ,. 0,0 0.0 0.0 0,0 0,o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0"0 0.0 0 0.0 0.0 00 0.0 0.0 0,0 0.0 0.0 1 0.0.6 77777 ". aTATI$T��AI AnI,� suMI�wRY LABEL CALC TYPE UNITS AVERAGE MAXIMUM MINIMUM AVG./MIN. MAX. MIN. PAVED AREAS ILLUMINANCE FC 3.02 12.6 0.5 6.04 25.20 G I t 0. 0 0. 0 0. 0 APPJR LOG + 0, 0 0 0 0. MT TJ 0 0 0 + 0 0" 0 + . 0 i7. 0 0.0 0. 0 0. 0 �• 0. 0 0.0 U C 0. 0 3 o o 0. 0 0.0 10.01 O. C 1 1 GRAPHIC SCALE s 4, DEVISE FA Off + + + P& D.B. J314, PG + + r • + + o.o o.0 0.0 D.B. 4594, PG 650 0, o,o o a.o o.r •'V 1 + + + + + + + + + a + + 0.0 oo Uo oo .0 0.0 0.0 ,moo o.o Nv .. o.0 0.0 / 31•01 + + + + 0.0 0.0 o. 0.0 0.0 -20 0 10 20 40 8a + + + oo 0.0 0.0 A.0 0.c I t FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: r'"j / -�., 9¢ d0' ~`IN FEET ) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + } WWW.CALL8ILCOM 0.0 0.0 0.0 0.0 0.0 0.0 4 0.0 0. 0.0 0.0 .0 r,0 1 0.0 00 00 0. ""e0 0.0 ao 00 0.0 0.0 0.0 O0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.Q k o.' 1 INCH = 20 FT. FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT #: 35651.000 DYNAMIC ENGI,. .,..:.. - I NG LANDDEVELOF lNiCQNStjtTlNG�'PE$Mff11NG GEOTECr!CAI : a, ENVIRf 3t�{AEMAI , TRAFFIC e 3 �Y> Y 0 PANNING 3 0N18G 1400aln SlT et, Labe C0m0"'0ftJ? T. 734<4;4r#IT$ j F. 732 474.3544 :I AddtNpnol oa con%onleMly I i V 9P i,(Bvt�9J�. C fl1@d79YG9 r icmiRber rpp �1' P. 112 91„ tiBWlC�it kMt�AVt,p T.767 f8iS4D¢',;;„ , /�N4ta+p}8,l Pr71!!53t1MR ;: r� raat Sww i�s72W42614 CsYar.�cN.flgi{:v s k 561AZI8570'. www, rcec. dynam JOSEP . P ONE PROFE IONAL NGINEER VIRGIN LICENSE No. 51627 Job #: 2627-99-002 i Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV, PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLO TESVILLE VA Drawing LIGHTING PLAN OSQ Series OSQTM High Output LED Area/Flood Luminaire featuring Cree TrueWhite`:l Technology Product Description DA Moun The OSQTI1 High Output Area/Flood Luminaire blends extreme optical control, advanced thermal management and modern, clean aesthetics. Built to last, the housing is rugged cast aluminum with an Integral, weathertight LED driver compartment. Versatile mounting configurations offer simple installation. Its shm, low -profile design minimizes wind load requirements and blends seamlessly into the site providing even, quality illumination. The OSO high output lurninaire is a suitable upgrade for HID applications with one or even multiple 1000 Watt luminaires. Applications: Auto dealerships, parking lots, carnpuses, facade lighting, high -mast and general site lighting applications Performance Summary Utilizes roe TrueWhlte Technology on 5000K'Lminaires - NanoOplic' Precision Delivery GridTI4 optic Assembled in the'U.S:A.,,of U.S, and imported pacts 22A'. Initial Delivered Lumens: Up to 68,691 (558mm) Efficacy _Up10 1'25 LP'W' I 3 (697mm)5.3" 8.6„ (218mm1 - 3.6" (91mm1 CRI: Minimum 70 CRI 13000K, 4000K & 5700KI; 90 CRI (5000KI -_Y____-_ 1 NEMA Photocell CCT:'3rJ00K (+y 300K);,4000i((4- 30QKI, 5000K'I+/-30QKll 5700K 1+/- 300K)'„' Receptacle location (ordered as an option] Limited Warranty': 10 years an tummaire/10 years on Colorfast Delta Guard•' finish -See hup /ylighimy cree.cumiv:a warty ter warrenly terms Accessories -_ (183mm) ECeld-Installed 4.0" (101mm1 Backlight Shield lone pair) Bird Spikes Hand -Held Remote OSQ-hO-BLSF OSQ-rfO-BRBSPK XA-SENSREM - Front Facing Uphes - For successful imalementatian o' the pmgrammanie DSO-HO-BLSR multi -level option, a rninirnurn of one nand -held - Rotated Optics remote is regL Irad Voltage Weigfit Ordering Information Pa ka e g Full assembled Luminaire Is coin osed of two corn onerl that must be ordered se arate.: Y P P P Y - .. Example. Mount: OSO-NCI-AA-SV + Luminaire: OSO-HO-A-NM-2ME-4OL-4QK-UL-5V 40/50L 12U-48011 1 70.0Ib5. 131,8k9i 65L 1 -480V 20 72.0 tbs. 32.7k I ) 0 Mount lCiiminafre inpst bie ordered separately) 454-HO- 050-HO-AAAdiu5tableArnn I Color Options: SVSilver BZBionze 050-HO-DA Direct Arm 1 BK Black WH YVmte Lum'Jnaire (Mount,mus(be arderedseparatety), OSO-Ho A NM Product (Version' Maunking optic Lumen ' CCT Voltage' ,Options Packager' pptions OSO-HO A NM Asymmetric 40L 30K UL BK j F Fuse No Mount 2ME- 4ME' SOL 3001< Universal Black - When node dictates fusing, use nme delay fuse Type 11 Type IV Medium 65L - 70 CRI 120-277V BZ - Av4,LALe to, U.S. app.icatcrs u'dy Medium AF- 40K - All lumen Bronze PML Programmable Multi -Level, up to 40' Mounting Height 3ME- Autrmnlil 4000K packages Sy I - Refer to POL spec sheel for detaits Type III richttineopticT'" - 701:RI UH Silver - Nit availabte with 65L Medidm 50K l:nivelsal WH - Intended for downlight application, at 0' tilt SCOOK 347-420V White 1 09/08✓07/06/05/04/03/02/01 Field Adjustable Output - Symmetric - 90 CRI - 4UL & 50L - Must select 09, 08, 07, 06. 05, QL, 03, Q2, ar Q1 57K Lunen -Not avail able with 651- when ordered wIR option SME 400 5700K packages - Offers full range adlustabitity i Type 40'Flood -'/OCHI only -Refcrt3pages l3-15forpowerandlumcrvaiues I Medium 600 UM R NEMA"'7-Pin Photocell Receptacle 1 5SH 60` Flood Universal - 7-pin re=ei tacte per ANSI C136,4' Type VShort 1200 208-48UV - Intendedfor downlight applications wi-h maxnnuni 4b' tilt 15❑ 120' Flood - 65L lurren I - Factory connected 0-10V dm leads 15` Flout WSN package - Seven canductor cl exits Luminaire 250 Vide Sign Only - Photocell and shoring cap by otners 25' Flaoc - II Nat available with 65L when ordered w/Q option RL Rotate Leit - LED and optic are rotated to the left - Refer to RRYRL configu-atiun diagram on page I 1 for optic directionatily RR Rotate Right - LED and optic are rotated to the right - Refer to RR/RL confiqu-ahon diag,an an page 11 for optic directionally A,ailabte v kh Backlight Shis)d v+hsr ordored mihtield-installed Lumen'ackage selection ce!deidentify approximate accessary see labia aboval light output only. Actual lumen output ic-velsvary depending on CCT and optic selector. Re'erlo Initial Delivered _u^ en tables for speutic V_men vaP-es r1O 1s �� Utz nns :Pyaw �- m' t� W H 1 T E T E ,r n M C 0 G 'r ' ' ' r 1� Rev. Dale: V505/1U12018 � CREE-IN US: tighting,cree.com T (8001236-6800 F (2621504-5415 Canada: venwcree.com/canada T (80UI473-1234 F J8001990-7507 PROTECT YOURSELF OSQTM High Output LED Area/Flood Luminaire featuring Cree TrueWhite`" Technotogy Product Specifications Etectr---.. ta* CREETRUEWHITE®TECHNOLOGY A revolutionary way to generate high -quality white light. Cree TrueWhites I Total Current (A) Technology is a patented approach that delivers an exclusive combination System of 90+ CRI, beautiful) tight characteristics and lifelong color consistency, all Lumen Watts whitePackage maintaining high luminous efficacy - a true no compromise solution. 120-480V 120V 2OBV 240Y 277V 347V 480V i CONSTRUCTION & MATERIALS Slim, tow profile design minimizes wind load regl irernenls 40L 341 j 2.93 1.65 43 23 t.CO 0.71 • noire housing rugged cast aluminum with an integral, 50L 420 �3.61 2A3 '.76 a1 12d � 0.87Lum weathertight LED driver compartment and high performance heat sink______ • Convenient interlocking mounting method on direct arm mount. 65L 550 4.73 2 66 2 00 33 59 5 in Mounting adaptor is rugged d e cast alum um and mounts to 3 b" --- -- - -I- -- - - - - -- (76-152mm) square or round pole, secured by two 5/16-18 UNC bolts 6actn al data at23'C 177'FLAch_ai ,ttage aydP;rby.! 'Oa whenope aingoelv;een 127-480V./ 1eh spaced on 2" (51rnm) centers • Adjustable arm that mounts to a horizontal or vertical 2" 15lrnm1 IR 2 375-2 30" 160-64mm1 0 D steal tenon Tenon Len th must be a . g minimum of 3.75" 195mm) • Adjustable arm mount can be adjusted 180° in 5.0' increments - Includes 13.4" [340mm) 18/5 or 16/5 leads exiting the luminaire. When ordered with R option, 13.4" 1340mm1 18/7 or 16/7leads are provided • Designed for uptight and downlight applications • Exclusive Colorfast DellaGuard3 finish features an E-Coat epoxy primer with an ultra -durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Silver, bronze, black, and white are availabte + Weight: See Dimension and Weight Chart on pages 1 and 12 ELECTRICAL SYSTEM • InputVottage: 120-277V, 208-480V or 347-48CV, 50/6UHz, Class 1 drivers • Power Factor: > 0.9 at full load • Totat Harmonic Distortion: a 20%at full load - Integral IOkV surge suppression protection standard - When code dictates fusing, a slaw blow fuse or type C/D breaker should be used to address inrush current OSO Series Ambient Adjusted'Lumen Maintenance' 25K hr 50K hr 75K hr 100K hr Ambient Optic Initial protected Projected Projected'/ Projected`/ LMF LMF LMF Calculated LMF Calculated LMF Asynn=frr '.04 1.112 Lftt ', tpra 1:.99a Symmet-IC 1.05 1.04 1.03 1.03, '.02' 1,3,C Asymmtrc 1.03 1.01 1.00 0.99, C.9B2 Symr•let-I_ 1.04 1.02 _- -1.012 - '.091 --- _ t 5'C As'ynm?ric '.02 ,1A3 1.00 0.99 0.98, C.97---- :59'F1 Synnnet•Ic '..02 1.02 1.01 _ 1.00` - C.97' 20'C Asymmetric 1.01 0.99 0.90 0.97' C.96' - 68°FI Symmet-Ic 1.01 1.01 1.00 O.Y92 2a -'C A5ymrnelrc 1,00 0.98 0.97 0.96, 195' ,77 F) Symmat-ic 1.00 0.99 0.98 0.98= C.97' • Designed with 0-lOV dimming capabties. or b5L SKUs wthUL voltage, dimming control lines must be >lV when operated at 277V. Le en ma Wren, a :atues at 15%07*1`1 are�trytated per lM-21 bated nave testing. Controls by others Lunnamre emb ant Iemperaturc fact-.,. ILATFI have beer applied to ad lumen-rtonanm factors. Fleasa refer to the • Refer to Dimming spec sheet for details nnln^I.nm; za t, navel. ii. Qnr;i-, a mr aatdcar uveraye nigtnlime amb.eni -.arid nwis. n accordance vrrh IESNA I M-21-11 Projected Values represert mterpalated value oared or Ome durations that are tvish,n sxf rues 16x1 tho 111 Ltd-80-08 totatt:st duration tin haursl far the device -rider testing I(DUT) i.e. the - Maximum I OV Source Current: 0.JOmA Pckagzd LED chi) 'In accordance •,v th iLSVA I M-21-51 Cateulatec Values represent nine duranonctnat exceed six times Ibxi the ILSAIA • operating Temperature Range: 40L & 50L.-40'C to 40'C 1-40'Fto M-80-08 to:attest di.ration hit In -it for the device irdertessting t(OUTI •.e.th: packagers L-C chiral 1G4' F); 65L: Pending REGULATORY & VOLUNTARY OUALIFICATIONS • cULus Listed - Suitable for wet locations • Consult factory for CE Certified products • Certified to ANSI C136.31-2001, 36 bridge and overpass vibration standards • IQkV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Meets FCC Part 15, Subpart B. Class A standards for conducted and radiated emissions • Lummatre and finish endurance tested to withstand b.000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 - Meets Buy American requirements within ARRA • RoHS compliant. Consult factory for additional details • DLC and DLC Premium qualified versions available, Some exceptions apply, Please referr to https://vwiti.de5igntights.org/search/ for most current information - 0511-1-10 luminaires are enclosure rated IP66 per IEC 60598-1 when ordered without the R option - DarK Sky Friendly, IDA Approved when ordered with 30K CCT and DA mount. Please refer to http!//darksky.org/fsa/fsa-products/ for most current information CREE US: lighting.cree.com T 1800) 236-680U F 12621 504-5415 Canada: www,cree.com/conada T 18001473-1234 F 1800) 890-7507 rU`t a rh` liR4UttD ST.Ltt INCLUDED) t57.3 AZf - fEXTUR£a AAcaUY[arUaLll atIUW2£. AtUMid1UM Z TYPICAL BUILDING/LANDSCAPE UPLIGHT LONGHORN STEAKHOUSE PROTOTYPICAL BUILDING & LANDSCAPE LIGHTING PLAN Note: Lighting plan is provided to show basic lighting layout for the LongHorn LH16R building. Landscape Designer is responsible to get lighting plan for specific site location from DPM when preparing landscape plan. OSQTM High Output LED Area/Flood Luminaire featuring Cree TrueWhitell Technotogy Photometry All published lumnaire photometric testing performed to IESNA LM-79-08 standards by a NVLAP accredited laboratory. To obtain an IES file specific to your project consult: fittp://tight;ng.Cree.COrTl/pFuducts/outdoor/area/area-osq-high-output 4ME CESTL Test Report N: PLC5256 UU1A OSG-NU-Il "-LME-4U' 4UK-l1L Initial Delivered Lumens..,_ 5..6 USU-HU A •' 1ME 4UL 4CK UL Mounting Height: 75 17 tin) A F.G. Initial Delivered Lumens: 41.88C Initial FC at grade TyP IV Medium Distributiott 3000K/70 CRI 4000K/70 CRI 5000K/90 CRI 570OK/70 CRI Lumen Package Initial Delivered Lumens' /BUG Indial Delivered Ratings" Per TM-15-11 Lumens' BUG Ratings' Per TM-15-11 BUG In;tial Delivered Ratings' Per Lumens' TM-1 5-1 Initial Delivered Lums' en BUG 1 Ratings" Per TM-1 5-11 I 43L 39,751 B4 UO 04 41,B3D B5 'JO 04 33,720 84 UO G4 42,702 B5 UO 04 53L 42 950 85 U3 05 51,571 B5 'JD G5 41.4.34 84 U3 64 52,583 65 UO 65 651 63,Y45 - ---- H5 JO Cis--.-67,369 H5 UO G5 53.844 RS 03 G5 68,01 R5 Lill G5 ' hiitial da.vered lumen-12--C177 F).AJtuiPocclio iyneld mayr eyli.tvi-,-'oand.IDY cf initial ael'+eled I.nans " For mare informauan on the IES BUG IBacahght-Uplight-Glarel Rating visit hupslivnvw.lee.o-glv+p-mrtanUuptcadet2017l03;TM-L--I IBUGRaangsrlddeodum.pdf. Valid with -fill CESTL Test Report H. PL09256-(02A OSO-HO-d-'--4ME-40L-40 K-U L wfOSQ-HO-BLSF Initial Delivered Lamers. 35,406 050-1­10-A-- IAM E-40L-4G'K-U L w/CSQ-t10-BLSF Mounting Height: 25' 17.6m) A.F.3. Initial Delivered Lumens: 33,C85 Innia, FC at grade Type 1V Medium w1BLS,DistributiPn Lumen Package 3000K/70 CRI 4000K/70 CRI But, BUG Initial Delivered Initial Ratings" Delivered Ratings" Lumens' Per Lumens' Per TM-15-11 TM-15-11 ---- 5000K/90 CRI BUG livered Initial. DeRatings- Per Lumens' I TM-15-11 --- �570OK170 CRI BUG Initial Delivered Rating-.;' Per Lumens' TM-15-11 43L 31,403 H3 UO G4 33,085 B3 J0 34 26,7517 B3 UO G4 32,735 B3 UO G4 53L __J 38,671 _i D3 J3 05 40,741 03'J0 G5 32,733 B3 UO 04-__ 41,541 03 UO G5 65L 50,517 134'JO 05 53,222 B4'JO 05 42,540 B3 UO 05 54,266 B4 UO 05 ' Initial de.vered lumen s at 2� C !'%7 - FL = dual production yield may vary t=_tureen -10 and +17 / of ,mho 1 delivered lumens " For mare mlonnmFan on the IE5 BUG IBocahghe-Uptight-GUrel Rating visit: MtFsli•n^rev.its.o-ghvp-r_ntenVuplaad=12a1'7J0?f; td-t;-116VGRatingsAddandum.pcF. Valid vnth noun US: lighting.cree.com T (8001236-6800 F [262) 504-5415 -1- - -1 -I I SINGLE OR DOUBLE FIXTURE (SEE LIGHTING PLAN) POLE SIZE 'B' 2 1/0 X 5" HANDHOLE W/ COVER PER MANUFACTURER 1/2" CONDUIT STUB -UP - 3" PROJECTION _ (CONFIRM WITH MANUFACTURER) 2'-6" MIN. GRADE <G z ca z z 0 CREE T (6001473-1234 F (800) 890-7507 LIGHT POLE PER MANUFACTURER SPECIFICATIONS BASE PLATES AND J BASE PLATE ANCHOR BOLTS PER POLE MANUFACTURER PEDESTAL FOR LIGHT LOCATIONS WITHIN PARKING LOT AREAS (SEE SITE PLAN) FLUSH MOUNT (FM) FOR LIGHT LOCATIONS BEHIND `_ CURB, IN ISLAND OR OUTSIDE OF PARKING AREAS (SEE SITE PLAN) S-0' PEDESTAL (PED) FOR LIGHT LOCATIONS WITHIN PARKING AREAS CONCRETE CURB I 11, GALVANIZED ANCHOR BOLTS(BY LIGHT MANUFACTURER) zREINFORCING TIES 'E' 3- CLEAR (TYP) II z \- SOILS SHALL BE COMPACTED TO 95% II I OPTIMUM DRY PROCTOR DENSITY ALL IF - 911, VERTICAL AROUND MIN, BEARING CAPACITY OF 2000 REINFORCEMENT 'r PSF TO BE VERIFIED IN FIELD (IYP.) OUNDATIO TYPICAL POLE A. C MIN. FOUNDATION NOTE: 1. CONTRACTOR TO CONFIRM ALL LIGHT POLE & FIXTURE DIMENSIONS PRIOR TO CONSTRUCTION. 2. PROPOSED POLE IN COMBINATION WITH CONCRETE PEDESTAL TO EQUAL MOUNTING HEIGHT W. ACTUAL POLE HEIGHT TO BE ADJUSTED ACCORDINGLY. 3. PROPOSED CONCRETE FOUNDATION AND POLE TO BE CONSTRUCTED WITHIN SUBJECT PROPERTY UNLESS OTHERWISE NOTED. SETBACK FROM CURB IS PREFERRED BUT TO BE ADJUSTED AS NEEDED TO PREVENT`­MOACHMENT OVER PROPERTY LINE. 4. BASE PLATE & ANCHOR BOLTS PER POLE MANUFACTURER. LARGER FOOTING DIAMETER ANDf OR ALTERNATE ARANCEMENT OF REINFORCING STEEL MAY BE REQUIRED TO ACCOMMODATE ANCHOR BOLT CONFIGURATION. CONTRACTOR IRtESPONSIBLE TO COORDINATE DIMENSIONAL REQUIREMENTS FOR BASE PLATE, ANCHOR BOLTS & REINFORCING STEEL PRIOR TO CONSTRUCTION. MOUNTINGHEIGHT ABOVE GRADE 'A' 20' POLE DIA. 'B' 6' SQUARE (OR PER MANUFACTURER) OF FIXTURES SINGLE OR DOUBLE FOUNDATION DIAMETER 'C' 18' DIA. ROUND FOUNDATION DEPTH 'D' 7' REINFORCING TIES 'E' #4 0 12' O.C. VERTICAL REINFORCEMENT 'r BRS EQUALLY16SPACED SOIL NOTES 1. FOOTING DESIGN BASED ON ASSUMED MAXIMUM ALLOWABLE SOILS BEARING CAPACITY OF 2000 SF PSF. CONTRACTOR RESPONSIBLE TO VERIFY ADEQUACY OF ASSUMED BEARING CAPACITY PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED IF INCONSISTENCIES EXIST. 2. SUBGRADE TO BE FREE OF ORGANICS AND BE SUITABLE, COMPACTED MATERIAL. CONCRETE NOTES 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH A MINIMUM CEMENT CONTENT OF 600 POUNDS PER CUBIC YARD FOR ALL FOOTINGS. 2. ALL CONCRETE SHALL HAVE A SLUMP OF NO GREATER THAN 4" TO WITHIN A TOLERANCE OF 1". 3. ALL EXPOSED CONCRETE SHALL BE AIR -ENTRAINED (WITHIN 1 % TOLERANCE), CONFORMING TO ASTM C260. 4. REINFORCING FRAMEWORK AND PLACEMENT OF CONCRETE SHALL COMPLY WITH GOOD CONSTRUCTION PRACTICES AND BE IN ACCORDANCE WITH ALL LOCAL GOVERNING CODES AND REGULATIONS AS WELL AS THE ACI AND UNIFORM BUILDING CODE. AREA LIGHT DETAIL NOT TO SCALE FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT#: 35651.000 PROFE�rSIONAL /ENGINEER VIRGIN A LICENSE No, 51627 Job #: 2627-99-002 Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID CHARLOTfESVILLE VA Drawing LIGHTING PLAN DETAILS 11:: :-:7 AL, CO wry, rrATE Am wA was TO $UPERm Dmw wAu w1�EAE APPLICABLE 2" HMA SUPERPAVE 9.5 MM SURFACE COURSE. 1 1/4" RADIUS 3' HMA SUPERPAVE 25.0 MM BASE COURSE. 8" GRADED AGGREGATE BASE COURSE HOT -POURED RUBBER CURB TO BE FLUSH ASPHALT JOINT SEALER 6' MIN, FRCH » WITH FINISHED GRADE PAVEMENT SURFACE fi FINISHED GRADE 6'4 (SEE DETAIL) DESIGN WORLDWIDE GEOTEXTiLE FABRIC WHERE REQUIRED PER GEOTECHNICAL 1/2" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, 311 Elm Street Suite GOO REPORT AND BASED ON CONFORMING •;�',� SUBGRADE CONDITIONS I TO AASHTO SPEC'S M-33. TO BE Cincinnati OH 45202 INSTALLED BETWEEN CURBS AND 5132413000 NON -BITUMINOUS PAVEMENT OR BASE .'s:-� APPROVED NATURAL SUBGRADE SOILS OR STRUCTURAL FILL COURSE 'I, : - www.frch.com CLASS 'B' CONCRETE 8' SUBGRADE CLASS 'IT CONCRETE 8■ SUBGRADE UNEXCAVATED VIRGIN UNEXCAVATED VIRGIN MATERIAL (SEE NOTE 1) MATERIAL (SEE NOTE 1) ARCHITECTS PROJECT #: NOTES: B" CURB REVEAL FLUSH CURB 35651.000 1. HOT MIX ASPHALT SURFACE AND BASE COURSE MATERIAL SHOULD MEET THE SPECIFICATIONS OF THE 2016 VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. DYNAMIC 2 OF TRANSPORTATION STANDARD SPECIFICATIONSFORFORT ROAD AND BRIDGEICONSTRUCTION.RGINIA DEPARTMENT I .. 3. HOT MIX ASPHALT (HMA)) SURFACE AND BASE COURSES SHOULD BE PLACED IN ACCORDANCE WITH THE SPECIFICATION IN THE 2016 VIRGINIA NOTES: LANDDEYELOF ENTCONsltETlfVG.t!EitMIMNG G orEc •frnrNforGu>xru DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED WITH 3/4 CLEAN CRUSHED _C. TRAFFICaSURVEY*AIAA1N1NGd,IUlUfNG 4. AGGREGATE BASE COURSE SHOULD BE PLACED IN ACCORDANCE WITH THE SPECIFICATION IN THE 2016 STONE. ALL SUBGRADES SHALL BE APPROVED BY THE TOWNSHIP ENGINEER PRIOR TO POURING. *4 Main Sft jo, lake Como NJ 47719 VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE 2. TRANSVERSE JOINTS 1/2" WIDE SHALL BE INSTALLED IN THE CURB 20'-0' APART AND SHALL BE FILLED WITH PREFORMED, T:732.9J4,0IQ8 f $ 7N.174.3521 CONSTRUCTION. BITUMINOUS -IMPREGNATED FIBER JOINT FILLER, COMPLYING WITH THE REQUIREMENTS OF AASHTOM-213, RECESSED 1/4' FROM THE FRONT FACE ;AddfNonofoffice eonbenfenffvmcoFedof'r tom, "°"' per""'' 5. AGGREGATE BASE COURSE SHOULD BE PLACED ON A SUBGRADE COMPACTED TO 98% OF MAXIMUM DRY DENSITY PER STANDARD PROCTOR (AASHTO T 99). AND TOP OF THE CURB, 3. DUMMY JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS. 4. WIDTH OF JOINT FILLER STRIP EQUAL TO THE THICKNESS OF THE PAVEMENT LESS 1/2". r�ewle+�n 4enmMwta • rzvms�7a 6. OWNER SHALL- CONTACT ANID ENGAGE DYNAMIC EARTH, LLC. TO INSPECT AND TEST SUBGRADE SOILS. 5. THESE SPECIFICATIONS ALSO MEET RSIS DESIGN STANDARDS. x°yavh)eog rr?staaroc.>;: cw°reeGaa«w°t,r,satr�asro CONTRACTOR SHALL CONTACT DYNAMIC EARTH LLC. AT (908) 879-7095 (WWW.DYNAMIC-EARTH.COM) AT ONSET OF CONSTRUCTION TO CONFIRM REQUIREMENTS D COORDINATE INSPECTIONS. 7. SUBGRADE SOILS SHALL BE APPROVED BY DYNAMIC EARTH LLC. APPROVED NATURAL SOILS SHALL BE PROOFROLLED ALE CONCRETE CURE DETAIL www.*n=k0C.C= COMPACTED AND WITH A LOADED TANDEM TRUCK TO A FIRM AND UNYIELDING CONDITION. UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL OR NOT TO SCALE STABILIZED AS DIRECTED BY DYNAMIC EARTH, LLC. ANY STRUCTURAL FILL AT OR BELOW PAVEMENT SHALL BE COMPACTED TOY95%A THE MAXIMUM DRY DENSITY WITHIN 2% OF THE OPTIMUM MOISTURE M MOISTURE CONTENT A5 DETERMINED BY ASTM-D1557. JOSEP P ONE 8. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTION DESCRIPTION. HEAVY DEITY PAVEMENT SECTION AS REQUIRED I I PROFE IONAL NGINEER NOT TO SCALE " 8 THICK, 4,000 PSI CONCRETE VIRGIN LICENSE No. 51627 6" THICK, DENSE GRADED AGGREGATE BASE �? 9 -0e I 1.5" HMA SUPERPAVE 9.5 MM SURFACE COURSE. Job #: 2627-99-002 f 2.5" ^ a ,,�',�';✓�,`o'�;;`,;.;�:4";.,.':•.'...:•.:.�,...-..'•`<:•.:;:,:•�'•..,`. � �:::.�...:-.,:•:••:.'."';;.r'�,�,��°'�;°,,.,.+.%'� . °�tw, 3' IHMA SUPERPAVE 25.0 MM BASE COURSE.Inv ✓� 8" GRADED AGGREGATE BASE COURSE.'�f� a,,�,,',�,,��° ti i' s, � 4' WIDE WHITE STRIPE 1 MIN. EXIST. ASPHALT ,ti'd � #4 - 0 12' O.C. EACH WAY �''„✓ %„4% NEW EXIST. °° co a $ {° a v° °° ° ° ° ° ° ° NOTES: 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. SAWCUT 2. ALL CONCRETE SHALL HAVE A SLUMP OF NO GREATER THAN 4" TO WITHIN A TOLERANCE OF 1'. /SAWCUT 3. ALL EXPOSED CONCRETE SHALL BE AIR -ENTRAINED, (6% WITHIN 1% TOLERANCE), CONFORMING TO APPROWED NATURAL SUBGRADE AND HOT TAR SEAL ASTM C260. SOILS OR STRUCTURAL FILL 4. REINFORCING STEEL BARS SHALL BE A MINIMUM ASTM A615, GRADE 60, AND SHALL BE FIELD @0 WIRED IN PLACE, 5. ALL FRAMEWORK, AND PLACEMENT OF CONCRETE SHALL COMPLY WITH GOOD CONSTRUCTION NOTES: PRACTICES AND BE IN ACCORDANCE WITH ALL LOCAL GOVERNING CODES AND REGULATIONS, AS 1. HOT MIX ASPHALT SURFACE AND BASE COURSE MATERIAL SHOULD MEET THE SPECIFICATIONS OF THE 2016 WELL AS THE ACI AND UNIFORM BUILDING CODE. CURB FACE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE 6. EXPANSION JOINTS 1/2' WIDE OF PREMOULDED BITUMINOUS MATERIALS SHALL BE INSTALED. CONSTRUCTION. 2. AGGREGATE BASE COURSE MATERIAL SHOULD MEET THE SPECIFICATION IN THE 2016 VIRGINIA DEPARTMENT G OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 3. HOT MIX ASPHALT�HMA, SURFACE AND BASE COURSES SHOULD BE PLACED IN ACCORDANCE WITH THE SPECIFICATION IN E 1016 WIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, a HEAVY DUTY CONCRETE PAD DETAIL PARKING STALL STRIPING DETAIL 4. AGGREGATE BASE COURSE SHOULD BE PLACED IN ACCORDANCE WITH THE SPECIFICATION IN THE 2016 VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE NOT TO SCALE NOT TO SCALE CONSTRUCTION. 50%-65% OF 4' AZURE BLUE STRIPING CONSTRUCT 1/2' WIDE EXPANSION JOINT 5. AGGREGATE BASE COURSE SHOULD BE PLACED ON A SUBGRADE COMPACTED TO 98% OF MAXIMUM DRY DENSITY PER STANDARD PROCTOR (AASHTO T 99). BASE DIAMETER EVERY 20' WITH PREMOLDED BITUMINOUS fi. OWNER SHALL CONTACT AND ENGAGE DYNAMiIC EARTH, LLC. T)° INSPECT AND TEST SUBGRADE SOILS. CURBLINE OR STRIPING JOINT FILLER ONSEETT OF CONSTRUCTIONATO CONFIRM EARTH MUMMENTS ANDBCDOMINATE INSPECTI4 S IC-EARTH.COM) AT ADA PARKING SIGN W/ VAN ACCESSIBLE SIGN (VAN SIGN FOR SPACES W/8' 7. SUBGRADE SOILS SHALL BE APPROVED BY DYNAMIC EARTH LLC. APPROVED NATURAL SOILS SHALL BE COMPACTED AND PROOFROLLED WITH A LOADED TANDEM ALE TRUCK TO A FIRM AND UNYIELDING .2 IN. 5 mm STALL & ACCESS AISLE ONLY) CONDITION. UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL OR 0.9-1.4 IN. STABILIZED AS DIRECTED BY DYNAMIC EARTH, LLC. ANY STRUCTURAL FILL AT OR BELOW PAVEMENT 23-36 mm W SUBGRADE SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY WITHIN 2% OF THE OPTIMUM U MOISTURE CONTENT AS DETERMINED BY ASTM-D1557. SIDE MW CONCRETE WHEEL STOP 8. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTION DESCRIPTION. 1.6-2.4 IN. (41-61 MM) (WHERE REQUIRED) CONSTRUCT CONTRACTION JOINTS 4' (TYP.) CONCRETE SIDEWALK (MEASURED C/C) CUT TO A DEPTH OF 1/2" DEEP PLACED EVERY 4' ON CENTER Issue Date: 08.27.18 0.65 IN. 17 mm SD PAVEMENT SECTION (MIN,) 4'41/2' Li NOT TO SCALE 1..6-2.4 IN. (41-61 MM) PAINTED ADA PARKING uj REVISION INFORMATION (MJEASURED C/C) SYMBOL (SEE DETAIL) PER OWNER UPDATES VARIES (SEE SITE PLAN) FINISHED GRADE TO BE REV 1 �� $ KAK CONTRACTOR TO CONSTRUCT DETECTABLE WARNINGS WHEN- FLUSH WITH WALKWAY - REV. PER OWNER UPDATES SIDEWALK INTERSECTS A VEHICULAR TRAVELED WAY 'r' 4" AIR ENTRAINED CONC. REV Z 11/26/1$ KAK P.S.I. 0 28 DAYS REV. PER PROTOTYPE UPDATES A.D.A. DETECTABLE WARNING SURFACES SHALL CONSIST OF RAISED 8-0' 5' MIN. OR 8' APPROVED COMPACTED SUBGRADE TRUNCATED DOMES THAT CONTRAST VISUALLY WITH ADJOINING NOTES: (SEE PLAN) REV 3 02/08/19 KAK SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT(SEE DETAIL) SEMON REV, PER OWNER CHANGES/COUNTY COMMENTS 1. DETECTABLE WARNINGS SHALL BE APRE-MANUFACTURED ARMOUR TILE TACTILE SYSTEM OR APPROVED EQUIVALENT. CURB TO BE FLUSH NOTE: REV 4 04/24/19 KAK WITH PAVEMENT 2. WARNING SURFACE SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT PER LATEST A.DA NOTES: ACCESSIBILITY GUIDELINES. 3. CONTRACTOR COORDINATE UTILIZED WITH THE ENGINEER TO ENSURE LOCAL, STATE AND A.D.A. COMPLIANCE 1. PAVEMENT STRIPING FOR ALL ADA PARKING SPACES SHALL BE PAINTED AZURE BLUE. 1. MAX. CROSS SLOPE 1/4" PER FOOT PITCHED TOWARDS ROADWAY. 2. PROVIDE 1/2' 2" WIDE PREMOLDED BITUMINOUS EXPANSION JOINT AT ZO' INTERVALS. o N 4 n TO SPECIFIC SYSTEM AND MATERIALS PRIOR TO CONSTRUCTION. 2. WHERE AN ADA PARKING STALL MEETS A STANDARD PARKING STALL, AN AZURE BLUE AND WHITE PAVEMENT STRIPE SHALL BE: PAINTED. 3. REFER TO SITE PLAN FOR SIDEWALK WIDTH. -MAX, SLOPE- N MAX. SLOPE - N o 1:12 .""'A,`>?t'°'"''. +' 1:12 N U' ;; , .... 4. DETECTABLE WARNING SURFACE SHALT BE IN ACCORDANCE WITH THE LATEST ADA ACCESSIBILITY GUIDELINES. 3. ALL PAVEMENT STRIPING, MARKINGS AND SIGNAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST ADA ACCESSIBIWTY GUIDELINES. 4. PROVIDE A BROOM FINISH TO PROVIDE A SLIP RESISTANT WEARING SURFACE IN ACCORDANCE WITH A.D.A, REGULATIONS. FINISH THE EDGES OF THE GROOVES USING AN EDGING TOOL WITH A 1/4" RADIUS. sy ,;;9, :,fin,: �`<�'.•" .. .. •.. •..' . ,.., f<:== ..:. ..x. .. .'.' .'..' •..• •,•.• �, _. ,mot CURBLINE TRUNCATED DOME PATTERN FOR A.D.A. ADA STALL MARKINGS DETAIL SIDEWALK DETAIL DETECTABLE WARNING SURFACE BROOM FINISH NOT TO SCALE NOT TO SCALE TAPER CURB W/RAMP 5'-0' MIN. AS REQUIRED (TYR) CURB TO BE NOT TO SCALE WATEP OR IMRM MAIN 18' MIN. PROPOSED GAS SERVICE TO BE::,,,., y i'.<r^4'` �>,:, RED BACKGROUND FLUSH WITH AS REQUIRED PAVEMENT j AS REQUIRED NOTES: INSTALLED IN SAME TRENCH IF CONC. ENCASEMENT REQUIRED WHERE CLEARANCE BETWEEN SAN. SEWER PIPE `yy;;a'Y ;><<<t., Restaurant #: 5600 1. CURB RAMPS MAY NOT EXTEND INTO ANY PORTION OF THE PARKING SPACE OR ASSOCIATED STRIPED ISLAND. APPROVED BY GAS AND WATER COMPANIES & WATER OR STORM MAIN IS LESS THAN 2.) COUNTER SLOPES OF ADJOINING GUTTERS AND PAVEMENT SHALL NOT BE STEEPER THAN 1:20 WITH A MAX. CROSS SLOPE OF 2%. 18 EITHER ABOVE OR BELOW SAN. SEWER. lo'-o' 10'-0' _> v W.; „<< ;a I LONGHORN 3. A LEVEL LANDING AR MAX. SLOPE EA( 2% IN ANY DIRECTION SHALL BE PROVIDED AT THE TOP OF THE RAMP. WATER OR STORM MAIN '' ,N.g,. •e:;' jL,,,;i,2 t.'"�;� ` yi�:';'?.i s L H 9 THE LANDING CLEAR LENGTH SHALL BE 36 MIN AND THE CLEAR WIDTH SHALL BE AS WIDE AS THE RAMP. fry; E:<:�.;.i�;,•:<. , M. Prototype current thru 06-15-2018 4.) CURB RAMPS, PAVEMENT MARKINGS &APPLICABLE SIGNAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH ; d .. : 4 O qd d ' » n PROP. SAN. SEWER PIPE :. q . .< WHITE LETTERS ,A; ; ,l„„ .;z 1600 Rio Road East THE LATEST A.DA ACCESSIBILITY GUIDELINES. CLASS C CONC. a a � 4 �• CLASS C a a. d CONC. ENCASEMENT ENCASEMENT 4 A a . , .d . `' Y d :a 4 d a X " 30 OO' Charlottesville VA 22901 A.D.A. PARALLEL CURB RAMP DETAIL d ,.- RVI SIGN DETAIL AUTHORIZED FOR: NOT TO SCALE a NOT TO SCALE PERMIT/ BID 6" MIN. (TYP) e d . e 4 . .: d d d o Q:.. Q. L a 4 a 4 Q d d- PROP. SANITARY SEWER PIPE CHARLQ77ESVILLE VA CAUTION/MARKER TAPE, < . WITH WIRE OR METALLIC TYP. TRACER ( ) Drawing WATER OR STORM MAIN 4 PROTECT YOURSELF 20'-0y � CONSTRUCTION ALL STATES REWIRE NOTIFICATION OF D(GIVATORS, DESIGNERS, OR ANY PERSON A PROP, CONCRETE CRADLE d v WATER OR STORM MAIN FARfI PREPARING TO DISTURB THE I'S SURFACE ANYWHERE IN ANY STATE TO SUPPORT ENCASED PIPE . 'A (4000 PSI CONC.) (TYP.) d_, ' 18' DETAILS NOTE: CONTRACTOR TO CONFIRM CROSSING WITH ALL UTILITY COMPANIES AFFECTED. d REQUIREMENTS PROP. 6' STONE BASE 18" MIN. (3/4" CLEAN STONE)(TYP.) W Cal Iera. youdo. SECTION A -A __Wz UTILITY CROSSING DETAIL FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: NOT TO SCALE WWW. CALL81 1. COM COAT ff STATE AND WA DETALS TO StFIAM DYM OC FRCH DESIGN WORLDWIDE RESERVED PARKING THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES 12"x6" VAN ACCESSIBLE SIGN TO �, =ACCESS'BLE BE INSTALLED FOR SPACES WITH 8' STALL & 8' AISLE ONLY l — 1100-500 "MK4Y 2x 12"X18" DISABLED PARKING SIGN WHITE BACKGROI •BLACK LETTERS -PENALTY SIGN "U'-CHANNEL POST- , 6' PIPE BOLLARD PAINTED TRAFFIC YELLOW, FILLED W/ CONCRETE. . d ENSURE POSITIVE DRAINAGE AWAY FROM BOLLARD GROUND/PAVING SURFACE 1 d4 d 4 G I d 4000 P.S.I. P.C. CONCRETE d d. d 4 , 4- 4. M 1._6" 0 CV NOTES: 1.) IF AT THE TIME OF CONSTRUCTION THE STATE OF VIRGINIA HAS APPROVED FINES/PENALTIES DIFFERENT THAN THOSE INDICATED ON THIS DETAIL, CONTRACTOR IS TO PROVIDE SIGNAGE INDICATING THE CURRENT FINES/PENALTIES AS APPROVED BY THE STATE OF VIRGINIA. A.D.A. PARKINQ SIGN ON BOLLARD DETAIL NOT TO SCALE EMBLEM PAINTED WHITE 4" MIN. STROKE WIDTH BACKGROUND PAINTED AZURE BLUE 4" WIDE SOLID BORDER PAINTED WHITE NOTE ALL PAVEMENT STRIPING, MARKINGS & APPLICABLE SIGNAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST A.D.A. ACCESSIBILITY GUIDELINES. PAINTED A.D.A. PARKING SYMBOL DETAIL NOT TO SCALE 36" VARIES 41TOPN N I �"7 NOTE: ARROWS AND WORDS CAN BE ARRANGED IN OTHER COMBINATIONS THAN THOSE ILLUSTRATED HERE TO ACHIEVE DESIRED RESULT. ALL PAINT TO BE THERMOPLASTIC. PAINTED MARKING DETAILS NOT TO SCALE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT#: 35651.000 DYNAMIC ENGINEERING LAND DEyFCOPi}d"CQN$lJ1nNG, •;PFjIMR1ING GEOTECHM/�iIE �NY180N/dEt1l�1!„ • TRAFFIC SUjtf (EI! PtANN�fVC'¢`I4.NiHG 1904 Main Skid lake Como, N1 Q7719 AddiHonol oNk'es'con'vonleniM lociited' efi` tx�r r�wmser'• r. xaev.vzs rmugNer+-eery' • rr..nmr� asrtc! a vn•ra A5=4;.;, ;, ^I"hh>u� �;r3nTu,rn rtacraca'.r�taepspa ;'', •.'CaYaY.ouc'a:; @aka',, ClS6i.{2ts:Ta www.dymmkoc.com JOSEPU . P ONE PROFE IONAL NGINEER VIRGIN A LICENSE No. 51627 Job #: 2627-99-002 �1 Issue Date: 08.27.18 REVISION INFORMATION REV_ PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARL017ESVILLE VA Drawing CONSTRUCTION DETAILS ,F ► ► 1 •ka► ► a r 71 1, r► a 1 fNa GROU ADAPTER PVC (TO OUTLET/ SEEPAGE PIT) I ( DOWNSPOUT (ALSO LEADER OR CONDUCTOR) I WALL BRACKET I I WO" O.C., MAX) I I k' I I I 1 I ROOF DRAIN CONNECTION DETAIL NOT TO SCALE V, { 6" CONC. BOLLARDS (3 W.) :. a a HOLD FO DOOR OPENING HOLD FO DOOR OPENING `' a v - : a . 9 -5 • a v .: a " 9-5- 4 a DRILL HOLES IN a •'.. '.. a` ° - �- v ?; :• '� - a+ a ,.• • =* CONCRETE FOR STEEL TUBE GAATE STOP OLDERS y CONTROL ' � � .. � r CONTROL � " SUPPLIED W% GATE JOINT a JOINT �p ppp 8x10�6AE6 t4! I f 6' CURB (SEE SITE PLAN ) �-- 6 (6x� WWIIYYFF CL (4)B CORES IN FIRST 16' TO BE FILLED DE ED IN� O I WITH CONCRETE 8A1�4�' TOSIEELGHOOK D I HINGES ,�j j _�[/ l 1 LLj 6'x0'xt6' w 1 i ANG31 E/61 �0' LONG 1 0- I HOLLOW CONCRETE BLOCK W a 45 VERTICAL/REBAR DUR- -HALL EVERY TWO (2) BLOCK COURSES In SEE SITE PLAN NPAIATO BUILDING e BOLLARDS (SEE DEEAL) 4 CAP BLOCK LATCH BOARD ON BOARD GATE LATCH 111111 Jill BOARD ON BOARD GATE {2'1111 (2) TE��g9P HDLDERS6 SEC IN SLAB 11 IN SLAB FLUSH JOINTS 4" `1 4tJ �. CONCRETE v e FOOTING CATES PRODUCED BY FALCON MANUFACTURING. SPECIFICATIONS SHOW ON ARCHITECTURAL DRAWINGS. NOTES: 1. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAIL 2. EXTERIOR WAILS TO MATCH BUILDING WALL. MASONRY TRASH/BOARD- ON- BOARD MATE ENCLOSURE DETAIL NOT TO SCALE ADDITIONAL DEPTH FINE HMA SURFACE COURSE OR LEVELING COURSE AS APPROPRIATE) TO EFFECT MINIMUM ESIRED SLOPE ON ASPHALT SURFACE - 1% ABSOLUTE MIN. - 1-1/2% DESIGN MIN. 1-1/2" DEEP HMA SURFACE COURSE (MIN.) `-EXISTING SURFACE TO RECEIVE ASPHALT TACK COAT (SECTION 401,03.02) OVERLAY PAVEMENT DETAIL 8't MILLING OR AS FIELD CONDITIONS DICTATE LU 8 o "' MAINTAIN MIN. 1-1/2% SLOPE AS APPROPRIATE = F- EXISTING PAVEMENT SURFACE TO r RECEIVE ASPHALT TACK COAT (SECTION 401.03.02) EXIST. PAVEMENT OVERLAY DEPTH TO REMAIN EXIST BASE 1" MIN, COURSE TO REMAIN NEW HMA SURFACE COURSE OVERLAY PAVEMENT EDGE NEW HMA BASE COURSE CONDITION DETAIL NEW DGA BASE COURSE 1' MIN. NEW EXIST EXIST. ASPHALT SAWCUT (1" DEEP MIN.) AND HOT TAR SEAL COMPACTED NATURAL (EXIST.) SOILS FREE OF ORGANICS & OTHER COMPRESSIBLE MATERIALS FULL DEPTH PAWMENT EDGE CONDITION DETAIL 1.5" HMA 9.5mm M64 SURFACE COURSE (SECTION 902.02.01) EXISTING HMA BASE COURSE r111111 OGA BASE COURSE I r EXIST. ASPHALT SAWCUT (IY DEEP MIN.) AND HOT TAR SEAL (SEE NOTE) EXISTING PAVEMENT SURFACE TO RECEIVE ASPHALT TACK COMPACTED NATURAL (EXIST.) SOILS FREE OF COAT (SECTION 401,03.02) ORGANICS & OTHER COMPRESSIBLE MATERIALS MiLLINfG & OVERLAY DETAIL MNNTA'dN EXISTING REVEAL (6" MAX,) kWNTAIN MIN. 1-1/2% SLOPE TO/AWAY FROM CURB AS APPROPRIATE EXIST. CONC. PROPOSED OVERLAY TAPER DEPTH AS REQUIRED WALK & CURB 1 FOVERLAY DEPTH EXIST. PAVEMENT SURFACE TO RECEIVE ASPHALT TACK COAT 8't MILLING AS REQUIRED TO (SECTION 401.03.02) ATTAIN SLOPE EXISTING CONCRETE WM X AND EDGE CONDITION PAVEMENT DETAIL NOTES: 1. REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION. ENSURE THAT THE FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. 2. ALL PAVEMENT SECTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. 3. SEE PAVING DETAILS FOR ADDITIONAL INFORMATION. MILLING DETAILS NOT TO SCALE FIBERGLASS SEPARATION CYLINDER AND INLET A} V 4' FLOW PVC HYDRAULIC SHEAR MAX. --- PLAN VIEW B-B N.T.S. CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGSIRISERS FIBERGLASS SEPARATION CYLINDER AND INLET B INLET PIPE • II (MULTIPLE INLET PIPES MAY BE ACCOMMODATED) 7 7— o I CENTER OF CDS STRUCTURE, SCREEN AND SUMP OPENING ft� P TOP SLAB ACCESS —(SEE FFtAMEAND COVER DETAIL)) 48" 112191 I.D. MANHOLE STRUCTUIRE w m I B V —OUTLET PIPE 0 CDS2015-4-C DESIGN NOTES THE STANDARD CDS2015-4-C CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. CONFIGURATION DESCRIPTION GRATED INLET ONLY (NO INLET PIPE) GRATED INLET WITH INLET PIPE OR PIPES CURB INLET ONLY (NO INLET PIPE) CURB INLET WITH INLET PIPE OR PIPES SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) SEDIMENT WEIR FOR NJDEPI NJCAT CONFORMING UNITS CONTECH' FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURED WATER QUALITY FLOW RATE (CFS OR Lis) ' PEAK FLOW RATE (CFS OR Us) ' RETURN PERIOD OF PEAK FLOW (YRS1 ° SCREEN APERTURE (2400 OR 4700) ` PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE 1 INLET PIPE 2 ' OUTLET PIPE ' RIM ELEVATION ' ANTI.FLOTATION BALLAST WIDTH HEIGHT NOTESlSPECIAL REQUIREMENTS: ` PER ENGINEER OF RECORD PERMANENT POOL GENERAL NOTES " ELEV I 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH ( )ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. ry 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED OIL BAFFLE SKIRT �^, SOLUTIONS LLC REPRESENTATIVE. mvw.contecnES.com =- 4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING a. STRUCTURE SHALL MEETAASHTO HS20 AND CASTINGS SHALL MEET HS20 (AASHTO M 306) LOAD RATING. ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. SEPARATION 1 is 6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING SCREEN o MAINTENANCE CLEANING, PVC HYDRAULIC —/ INSTALLATION NOTES SHEAR PLATE A. ANY SUB -BASE, BACKFILL DEPTH, ANUIOR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE I a SPECIFIED BY ENGINEER OF RECORD. - B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED) C. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE. SOLIDS STORAGE SUMP D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ELEVATION A E CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS -A SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. N.T.S. ®V �E CDS2015-4-C �' ENGINEERED SOLUTIONS LLC INLINE CDS '"'!!!V✓✓✓ D www.contecl.W-1m STANDARD DETAIL &025 Centre Pointe Dr., S.A. AUO. Wes! Cheeler, OH 45069 u-=, +--"••U =mM r=��_- ' UUU-J3d-1122 513-U45-71JUU 513-U45-7993FA% , NAMEPLATE INDICATING: NAM W, PARK ENVIRONMENTAL 888-611-PARK WWW.PARK-USA.COM MODEL: GT-1 DATE MANUFACTURED TO PUBLIC SEWER SYSTEM ea lP �Hr EOV Py�tir V 4w INLET AND OUTLET PIPING PROVIDED BY OTHERS. 4 4 - ,°" eV 0 - ° 44 a GRADE FROM KITCHEN WASTE SEWER LINE r�aSeGREASE TRAPOlG Trooper anw" tr141c�pmr SAMPLE WELL TO SANITARY SEWER Typical applications include cornrnercial and industrial food service kitchens where excessive grease may interfere with the proper drainage of the sewer system. The grease interceptor is generally buried below grade for gravity flow sewer systems. A sample well is utilized on the outlet side for sampling by the I I t kh 'f L FROM KITCHEN WASTE /-4" VENT CAST IRON FRAME & COVER (TYP-2) VENT INLET FL1 PLAN VIEW ELEVATION (e) Park 2010 GREASE INTERCEPTOR SCHEDULE MOD EL NO. r CAPACITY USGal GREASE E E CAP. (LBS) EMPTY EM WT (LBS) r LENGTH L WIDTH W HEIGHT tl INLET FL1 I T OUTLET FL2 GT-500 500 1,200 9,500 7'-10" 4'-4" 4'-6" 3'-3" 3'-0" GT-750 750 1,700 9,900 7'-10" 4'-4" 6'-0" 4'-5" 4'-2" GT-1000 1,000 2,300 13,350 8'-8" 5'-0' 6'-0" 4'-9" 4'-6" GT-1250 1,250 2,900 14,650 9'-2" 5'-B" 6'-0" 4'-9" 4'-6" GT-1500 1,500 3,500 16,050 V-2" 5'-8" 7'-0` 5'-9" 5-6" GT-2000 2,000 4,600 21,250 9'-O" 6'-0' 8'-0" 6'-9" 6'-6" GT-2500 2,500 5,700 27,050 13'-0" 7'-0" 7'-0" 5'-9" 5'-6" GT-3000 3,000 6,900 3.3,150 13'-0" 7'-0" 8'-0" V-9" 6'-6" GT- 3500 3,500 8,000 38,550 13'-0" 7'-0" 8'-6" 7'-3" 7'-0' GT-4000 4,ODU 9,300 38,100 16'-0" 8'-6" 7'-0" 5'-9' V-6" oca wa er au orl Iy. OTHER SIZES ARE AVAILABLE. CONTACT US FOR MORE INFORMATION Specifications Engineering Data CONCRETE Class It concrete with design strength of The grease interceptor is structurally & hydraulically engineered to conform to 4500 PSI at 28 days. Unit is of monolithic regional plumbing codes recommended in most cities. Consult with local authorities construction at floor, first stage of wall and baffle for specific application requirements. with sectional riser to required depth, (Monolithic baffle required, slide -in type is not acceptable) Shop drawings shall include complete structural & bouyancy calculations certified by a licensed professional engineer. REINFORCEMENT: Grade 60 reinforced with steel rebar conforrniny to ASTM A615 on required centers or equal. Consult with Park Equipment Company for exact excavation dimensions G.I. CASTINGS: Manhole frames, covers or gratesshipping are manufactured of grey cast iron conforming to ASTM A48-76 information. �w" Leh, Class 30, Manhole shall be nominal 24 inch(M��w Nv„ � diameter and be traffic duty. nPCR MEN JrTal mANT EPA DER ff C-1613 PARK GREASEINTERCEPTOR 888-61I-PARK SERIES GT - 500 THR►J 4000 GALLONS wvvw.paf-k-USA.com ENVIRONMENTAL EQUIPMENT SCALE NONE DVJG. NO. REV. "Exp r-f the B2St" DATE 2010 GT— 1 FA) I C6,3 FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 vwvw.frch.com ARCHITECTS PROJECT#: 35651.000 xwxwfu 01 PROFE�`SIONAL /ENGINEER VIRGIN A LICENSE No. 51627 Job #: 2627-99-002 ( I Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV- PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing CONSTRUCTION DETAILS 45' max 2 45' Ia if NGS G SECTION 2-•2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H I T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2,00 2.25 2.50 0,15 22 1 /2 1.50 2.00 2.52 0.10 11 1/4 1 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 81, 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1,66 2.16 1 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 1 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE, 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS NTS FIG. W-3 TD- 3 COVER LIFT NOTCH 14 1 /2" 12 3/8" 12 1 /2" WATER CAST IRON LID 18" METER BOX r 18" 6" EXTENSION 6" PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, TYPICAL METER BOXES (5/8"-1" METERS) NTS, FIG. W-7 TD-13 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT -I TO HIGHWAY DEPARTMENT APPROVAL. It FINISHED GRADE -\ M.J. GATE VALVE --__ X 2500 P.S.I. CONCRETE -Y d 2'x 2' BEARING AREA. THRUST 13LOCK 4 'i a. 4 v NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD--9 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL V TYPE 'K"- SOFT COPPER 1'xt'x1" TEE NOTE: NO SWEATED FITTINGS DUAL SERVICE t' TYPE 'K' SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 38" MIN. T/B $END COUPLING�A UO FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND MRICATION SERVICES. 2, R. 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE YAiERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID C7, EGRADE ox 1 �---CORPORATION STOP -BRICK AS 4•.. n,t t y,.`. ;v, NECESSARY SAND OR OUST UNDER BOX AND SETTE 4' DIAMETER GRAIN PIPE, 12" LONG STONE POCKET, VDOT MINIMUM THICKNESS} ;;°I 1�4 •,;: , •+,;:Y-. z;t. SPEC. 203. NO, 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 • A GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I INITIAL BACKFILL BEDDING B STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL-_ •IAL BACKFILL 4�MI B. 8" MIN (� MIN. #68 STONE FILL AS =D BY ACSA /�--f; Z STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE: PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION 8c BEDDING NTS FIG. W-2 TD- 2 a ` L 8' MIN. 17.5' ---�I B" MIN. q '•• (22.5' FOR COMPOUND METER} q•. e ••n 44" MIN. d (22,5" FOR COMPOUND METER) 18 MIN. f 37" MIN, 12' MIN. MNGNUT LOCKING ASSEMBLY QD $YPASS 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 CONISTRUCTED OF MASONARY BLOCK SHALL BE w. 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTSFIG. W-7C WATER M VARIES RGJtfC7111VGU uvnv I re I nrvuJ TO METER BOX (SEE FIG. W-6A THRU W-7E). 7----2" COPPER 'A4! PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.L CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 EMBEDMENT 8"MIN SPRING LINE \ OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL' (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4' min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTADLE (ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"' BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-•16 TD-34 y ZE �a CIO r , 8 E EEI EI o va H E s°- i pa IcaU > }I $ oEoy �U�ELU QD � Q N� EWcam! b S 'S �w o -- � o �E d a £� ^ E E _ ' `yU N E E ^z~oa \ Eco n u -Qm u 0 z a s :5a of o- C3 NE a `-' . of U \ m �•.Ia E Tn �� �u �O h �D r• ul [! LL 0 0 TYPICAL. MANHOLE FRAME & COVER N.T.S FIG S-i-D TD-31 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%a (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF Li MAIN LINE SECTION SERVICE LATERAL 45'0'0' IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S, FIG. S-2 TD-33 3000 PSI CONC. BASE BENCH SLOPED TO FLOW a CHANNEL 1/4" 1' MIN I 111 0BRANCH 12" l I FLEXIBLE CONNECTION -/ NOTE' WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL I- BE CORED AND A FLEXIBLE H CONNECTION " BOOT „ © INSTALLED i TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 FRAME & COVER (SEE FIG. S•-1-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'--O" MAX 2'-O" T . RUBBER COATED STEEL 3'- 0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12"` MIN 0 RING SEALS a 16" MAX MINIMUM ELEVATION T DIFFERENCE ACROSS M.H. 5"7 4'-0"; FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH .OF FLOW FILLETS I CHANNEL TO BE 3/4 DIAMETER OF , CONTRIBUTING SEWER. a d. . 12„ A FILLETED INVERT OR A SMOOTH $ TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 DYNAMIC ENGINEERING LANDOMLOPijtEjliC�ONS!(tnN P (tMfiIING Gf011C ICA1.►ENYf�Q�EM#I[ 1RAfFIC , SLii ► fCriNN1NG 1c�4NtN� 1904 Marn Slrtref, laKe Como, K 07 19 T:732.974Q1F8?I;F.732474552,1 AddtHonal *ff": <anvenf"IV IQCei oh,' rars�tNere �r • crn vum�e •' N�' jn t'en[s mp..2676& '� '+�eryIp�q rP.rz�l94 elsr4T•><y{ " i;aeiagrpau e­44Ljmq T SI7.p1686td twR�rd;,e5at.�l.a�o wwwAytamkec.cam JOSEP P ONE PROFE IONAL NGINEER VIRGIN A UCENSE No. 51627 Job #: 2627-99-002 l":tl Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH 9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTfESVILLE VA Drawing CONSTRUCTION DETAILS 4 1 !� WASHER n Rio � T 1 5/e"x18" BOLT 3/4" HOLE - & NUT = _ - - - - - - I 6"x 8"x1'-2" TREATED a \ PINE BLOCK OR _Y4" HOLE gg�� a RECYCLED MATERIAL. 74" GALV. STEEL IOD p COMMON NAIL w see NOTE 5. w 6" WIDE BLOCKOUT 6"x8"x1'-2" In TREATED PINE BLOCK O !� SOUTHERN PINE 31 Yo" HOLE L7Y4 „ 6X8 WOOD POST 5/a" ` �31w �" 4"x 8"xV-2" TREATED PINE BLOCK. THE CRT POST IS FOR USE WITH THE STANDARD GR-10 TYPE IIIOR WHERE 4 WIDE BLOCKOUT SPECIFIED BY THE ENGINEER IN THE t1 PLANS. Y4" DIA HOLE 3" N 31'12" DIA. HOLES ILI GR-2, 2A *4 -Y4" HOLE ' 6"x 6"x 1' - 2" TREATED PINE BLOCK OR RECYCLED is MATERIAL FOR USE WHEN REPAIRING DAMAGED GUARDRAIL CONTAINING STEEL BLOCKOUTS. BLOCKOUT FOR MAINTENANCE REPAIR ONLY LESS THAN T-O" STRONG POST 8'-0" POST GUARDRAIL REQUIRED 5r�foF DETAIL A POST MAY BE HOT ROLLED OR WELDED. 74" 8" HOLES GUARDRAIL INSTALLATION SITES REQUIRING LONGER n GUARDRAIL POSTS - II p a J NOTES: 10 BOLT 6"x8"x1' 2" a TREATED PINE r 1 ALL BOLTS, NUTS, WASHERS, AND OTHER 11 &e NUT 1,,J BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. II II RECYCLED w MATERIAL 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY II BE INTERCHANGED ON ANY ONE PROJECT WITH II W6x8.5 OR z THE RESTRICTION THAT THE SAME TYPE OF W6x9 POST AND BLOCKOUT MUST BE USED IN ANY fl SINGLE RUN OF GUARDRAIL. 11 0 II OPTIONAL HOLE ° 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE II TO FACILITATE GALVANIZING JOINT, HARDWARE, ETC. SEE SHEET NOS.501.01 AND 501.02. II 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER %" x 18 BOLT IS INSTALLED. HOLES IN POSTS AND BRACKETS TO BE 3/4" DIA. CRT POST STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT REFERENCE STANDARD BLOCKED -OUT W-BEAM GUTARDRAL ROAD AND BRIDGE STANDARDS 221 236 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 501.05 SCO-1 LID MARKER 'IS" 10" MIN A.B.S. ADAPTOR WITH PLUG ASTM D-2661 SCHEDULE 40 OR WING -NUT PLUG DONUT =� �a DIAMETER SHALL BE " SPECIFIED ON THE PLANS NOTES: 1. CLEANOUT MAY ALSO BE INSTALLED WITH IRON BODY SCREW WITH BRASS PLUG AND ONE INCH OF LEAD POURED IN PLACE & CAULKED ON INSIDE & OUTSIDE EDGE. 2, CLEANOUT SHALL BE SUITABLY BRACED WITH 2" x 4" CROSS PIECE EXTENDED OVER & HAVING SOLID BEARING AT LEAST ONE FOOT ON EACH SIDE OF DITCH 1 CLEANOUT WYE AND RISER SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE MAIN UNLESS OTHERWISE SPECIFIED. TYPE "A" XVDOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 1413.01 21MIe"M STANDARD VB-1TYPE "C" FRAME AND COVER DIAMETER SHALL BE SPECIFIED ON THE PLANS. PLUG PIPE SHALL EXTEND BEYOND CLEANOUT BOX BEFORE BEING PLUGGED, IF APPLICABLE. NOTES: 1. CAST IRON FRAME AND COVER SHALL BE SUFFICIENTLY TRUE TO A PLANE SURFACE, SO THAT TOPS WILL NOT ROCK. 2. CLEANOUT WYE AND RISER SHALL BE CONSTRUCTED OF THE SAME MATERIALS AS THE MAN UNLESS OTHERWISE SPECIFIED. SEINER CLEAN,OUT VIRGINIA DEPARTMENT OF TRANSPORTATION I[i/2�'� SPECIFICATION REFERENCE NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. - 4• THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. d NO ADJUSTMENT IN THE PRICE BID S TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. o 5. CG-2 IS TO BE USED ON ROADWAYS MEETING z THE REQUIREMENTS FOR CG-6 AS SHOWN IN W APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, V) IN THE SECTION ON GS URBAN STANDARDS. 11 2" RADIUS Q . • P P to D p b D • SURFACE b© bA PA P BASE .bp D.p D.P6 D. -- P P 6" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED O P�P •, Qp D'�. •D np D A, oA • . D.p�D.ppD DaPD��D D,o'D,66• D •D �P DDpP D 6" 2" R CID SURFACE BASE SUBBASE CG-2 SPECIFICATION �v� REFERENCE STANDARD G 1 I CURB /1{ �1Lt R O ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 DI-3A, 3B, 3C CVf)AAICInK1 InIAIT , ra-A FOR DETAILS OF INLET FRAME & COVER 5EE STANDARD IC-2. 2" BARS C -BARS F BACK OF SIDEWALK -BAR F '-• BAR A D GUTTER FACE OF CURB _ JOINT CRACK CONTROL JOINT PLAN! L-VARIABLE - MAX. 20' _J Ball 3,_0" EXPANSION KEYED JOINT JOINT BARS D } -1 MBAR G o BAR C I SUBBASE i B ow r 2„ __ - _ HARDWARE JL z zz + BARS-F� CLOTH I WEEP HOLE. o w SEE NOTE 8 v7 M X ° 1 w � ° STEPS.'SE NOTE 5'R,1 8" 2'-8" F� ° a- SECTION A -A W MIN. 10MAX. KEYED CONST. JOINT 2'-10" 2" 2„ WARPED GUTTER BARS A APPROACH GUTTER I BARS F BARS E L.- B <+ 60 1 *3" DIAMETER BARS E 1 WEEP HOLE FRONT ELEVAlIION BLS F s" 1._ all_ 8,: _BARS B - - - (GUTTER REMOVEDO 11/4„ 3'-0„ p p 5X'/4" BENTWPLATE - SECTION B-6 TYPE A NOSE DETAIL SHALL BE USED WITH GG-3 & CG-7 STANDARDSL2%2"X2%2"XI/4" TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS, GALVANIZED TYPE A TYPE B ''/2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON ANI ANGLE OF 68°30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH %2" X 41" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" APPR. PAVEMENT DI-3A _ L _ 1 DI-3B L DI-3C L WARPED PAVEMENT - z z I FLOW FLOW I I FLOW 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL xvaoT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET I OF 2 REVISION DATE 12" - 30" PIPE., MAXIMUM DEPTH (H) - 8' 233 08110 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.09 VDOT DETAILS, DI-1 Y2 SECTION CAST IRON - +-- lP SECTION STEEL ° NOTES 2'-7 LUGS TO BE 1'-31/ " L 2%2" x 2l2" x 1/4" 1. DEPTH OF INLET (H) TO BE SHOWN ON CAST WITH 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE rn COLLAR STANDARD DI-•1A A N � .} i N _- A B B � 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS ,_._..� WILL BE MEASURED FROM THE INVERT OF CAST , GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE i• IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE I APPROXIMATE ONLY FOR ESTIMATING N OPTIONAL 66 ± ' WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RIBS LBS 43.6 I CONNECTORS SHALL BE DETERMINED BY THE 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS, IN LUGS (CONNECTORS INCLUDING 3 NVERTS SE TOEBEOSHAPEDN THE PIN ALANCCORDANCE WITH STANARD IS-1. THE T OF DAND SMATERIALS iT- FURNISHINGDPLACING ALL 9% " 2,_71, 9% " INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4'-2" %2" x 1%2" x 4"J I I/r' x 4" STRUCTURE. PLAN LUGS 1 12" l CONNECTORS STUD SHEAR 4. IN THE EVENT THE INVERT OF THE (GRATE REMOVED) I-L P' T -""1 OUTFALL PIPE IS HIGHER THAN THE SEE DETAIL A . BOTTOM OF THE STRUCTURE, THE INVERT HCEM PREVENTED --�-I ■-3/a" WFITNT MORTARHTO SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING N `" COLLAR DETAIL 1/ " MIN RAISED AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED UTTERING IN THE BID PRICE FOR THE STRUCTURE. 2�2,1 DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" ORDGREATER, FOR DETAILS SEE CAST IRON ONLY STANDA6. DETAIL B THIS ITEM MAY BE PRECAST OR CAST- DET4AIL A I'M D 1 IN -PLACE. HARDWARE CLOTH 2'-6" 1'-3 SEE DETAIL B 7. * 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12 C-C TO BE 2'-7" I I PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR. #68, #78 OR VAI=,l rI. own • usw m em - TO ABUTTING CONCRETE TO PREVENT #$ x 6" WIDTH SETTLEMENT. IN LIEU OF DOWELS 2"X4" BE w w a s w w n_ Q• DQ'A N- z A NOTCH MAY PROVIDED. ANDARD I-3, 4 FOR °- a• (L° a v b - 3" DIAMETER ALTERNSEE TE DESIGN. �� N D, COLLAR WEEP SEE NOTE B +� 8. 3" DIAMETER WEEP HOLE WITH 12"X12" z z u PLASTIC HARDWARE CLOTH 1/4" MESH J Z z 12" �+ OR GALVANIZED STEEL WIRE, MINIMUM -co 12"-15"-18" OR 24" HEMME WIRE DIAMETER 0.03", NUMBER 4 MESH cv in i.) HARDWARE CLOTH ANCHORED FIRMLY J N N M v v TO THE OUTSIDE OF THE STRUCTURE. B IN PLACE CONCRETE 15 0 BE CLASTS A3 (000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. SECTION A -A 11%2" 1' -► lx -� _ 2" 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B 11 41, MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD.CONCRETE CONCRETE PIPE - 1,528 CU, YD, CONCRETE 1�4 �4' � APPROXIMATE WEIGHT15" CAST IRON GRATE 363 ± 18 LBS 11. DUMP NO WASTE DRAINS N WATERWAY LETTERING IS REQUIRED ALL DIM 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE 24" CONCRETE PIPE - 1.817 CU, YD, CONCRETE SECTION C-C SECTION D-D LETTERINGON OF VARY BYLMANUFA URER MAY ADDITIONAL FOOT OFEDEPTH. GRATE DETAIL \VDaT STANDARD DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 1211 - 2411 PIPE: MAXIMUM DEPTH (H) - 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT#: 35651.000 DYNAMIC ENGINEERING LAND bEYElDAMhIf:GQH 4�It11NG'l4ERMff1ING GEOTECHN(CAL r�i( RONMEhttKf TRAFFIC r S(J/tXEY r FtANNiNG & Tf1Ntt 1904 Main Sirt;;lake Como, N 107719 T, 732.4Zd 4i98 j F. 732 4T4 Six1 ; I AddiNonol oitjices conVenier,IH IocaFed of.` cNoWlenel. F. ram9W "? N eary tiw y • r.2m bas�gtq r�elryra,m,,,rpi�ci .. CWai9ucc{4Fgj,Cq',',E; y6i9ji.d5N www.dynamkec.com ONE JOSEP //r PROFE ZONAL NGINEER VIRGIN LICENSE No. 51627 Job #: 2627-99-002 Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID CHARLOTTESVILLE VA Drawing CONSTRUCTION DETAILS AL, 00"s STATE AID NIA DETAILS " W RODE DWAN I,4 ✓' ilv 4 fps. ,'•� ..� 7 "Ij 12 P-01 j.. R t nr,.4, '..`i°�-''� —'-�G� Mtn} O`y' �` .~"r•• `SCriT�7� _ / B-02 z .� a r r' k W. F11,11 !1i 1}f {,'J i � [.'A''•'," �' .,�,''"''"t.�'s-� i 1S s""„ tK (�'=Y•�,i) .. `t (9.3F-f,) , j r� - t � - �� - °;." • 'f � i� y.� ,1�,-��+�4-� . V'.' . c I Y�1a �,�"`T ' 1 `�, � Ate• q"',,' {--, �+ •.;. r, t� ,; �.� '� Intertek i REVISIONS Boring Location Plan PROPOSED LONGHORN STEAKHOUSE Charlottesville, VA 06-04-2018 I' K I Not Drawn To Scale 0512847-1 DATE STARTED: 5/25/18 DRILL COMPANY: Northern Vir iniaDrilling g in`. BORING B-4• DATE COMPLETED: 5125/18 DRILLER D Corum LOGGED BY: M. Rea COMPLETION DEPTH 15 -0 ft DRILL RIG: Diedrich 50 y 2 While Drilling Dry _ n BENCHMARK: NA � DRILLING METHOD: Hollow Stem) U � Y Po Completion 5 feet ELEVATION: 489 ft SAMPLING METHOD: Standard 3 2 Cave In 12.5 feet LATITUDE: 38.079710' HAMMER TYPE: Automatic BORING LOCATION: LONGITUDE:-78.474703' EFFICIENCY N/A Highway 29 _ STATION: NA OFFSET: N/A REVIEWED BY: Pavan Karanam Gharlottesville, VA REMARKS: STANDARD PENETRATION m TEST DATA -- o a o c - N in blowsrft O - t IT Z m - MATERIAL DESCRIPTION '- S 3 X J PL Muistare } LL Additional o is ti ,� a F E C. m U -6 o s Remarks T., n w w m of STRENGTH, tsf ♦ Ou X op 0 o zo 0 Approximately 4" of ASPHALT Appro>amately 2' of GRAVEL BASE • : rams o SIT", moist. Drown, sandy 23 t, : ; 1 18 (USCS : ML) 3-3-4 ML N=7 LL = 39 Loose, moist, brown, silty SAND (USCS: SM) 2 18 2-3-4 26 r PL = 37 SM N=7 Flues=44 0% 485 5 Medium stiff to stiff, mast, brown, sarldy SILT • 1; 3 18 (USCS: 1 3 34 N=7 26 X 480 4 18 ML 4-4-7 34 X N=11 10 I, A. i f, •: Medium dense, moist, gray and brown, silty 475 SAND (USCS: SM) 13 5 18 SM 9-12-13 N=zs 15 End of Baring appro)dmately ai 15 feet intertok Professional Service Industries, Inc. PROJECT NO.: 0512847-1 2930 Eskridge Rd PROJECT: Longhorn Steakhouse ii •;tl '; Fairfax, IA 22031 LOCATION: Highway 29 T - ele hone: 703 698 9300 Charlottesville, VA „��., a.•„�o..w,,,,,co cM,oc,,. wNN �.."ww ,.wirvauca. I, urn,.vuw.,.ay fin yrnuua.. PROTECT YOURSELF BORING B-1 DATE STARTED: SI25/18 DRILL COMPANY: Northern Virginia Drilling Inctill DATE COMPLETED: 5/25/18 DRILLER; J. Labas LOGGED BY: E. Newman COMPLETION DEPTH 14.9 It DRILL RIG: Diedrich 50 hile Drilling Dry BENCHMARK: N/A DRILLING METHOD: Hollow Stem Auger pon Completion 4 feet ELEVATION: 486 ft SAMPLING METHOD: Standaave In 13 feet LATITUDE: 38.079699' HAMMER TYPE: Automatic BORING LOCATION: LONGITUDE:-7047505' EFFICIENCY WA Highway 29 STATION: NA OFFSET: WA REVIEWED BY: Pavan Karanam Charlottesville, VA REMARKS: STANDARD PENETRATION TEST DATA o. d N In blowsM o d it MATERIAL DESCRIPTION J X Abislure PL LL Additional E E. -' Remarks rm o mSTRENGTH, tY STRENGTH,W ♦ Qu X Op 0 Approximately 4" of ASPHALT Approwmately 2" of GRAVEL BASE 485 Shff, moist, brown, sandy SILT (USCS: ML) 1 18 with gravel -FILL ML 4-5-7 N=12 Hard, moist, gray, sandy SILT (USCS: MI-) 12 > 2 18 12-28-41 > N=69 ! ! 3 16 1-43-50/4' - 4 10 ML 29-5014" 11 X 10- 475 5 17 840.5015' 11 End of Boring appropmately at 14.9 feet Professional Service Industries, Inc. PROJECT NO.: 0512847-1 intertek „ 2930 Eskridge Rd PROJECT: Longhorn Steakhouse 'i:iis :0 Fairfax VA 22031 LOCATION: Highway 29 Y Telephone: 7 D3 698 9300 Charlottesville, .. VA rric ouduuwuur nit—iepi—li dW-111a,e wunuanes. nie uansmua may lie gracuat. DATE STARTED: 5125118 DRILL COMPANY: Northern Virginia Drilling Inc BORING B-2 DATE COMPLETED: 5125/18 DRILLER D. Corum LOGGED BY: M. Rea COMPLETION DEPTH 15.0 B DRILL RIG: Diedrich 50 « V- While Drilling Dry BENCHMARK: NIA DRILLING METHOD: Hollow Stem Auger to Y Upon Completion Dry ELEVATION: 489 ft SAMPLING METHOD: Standard 7 Cave In 11.5 feet LATITUDE: 38.079826' HAMMER TYPE: Automatic BORING LOCATION: LONGITUDE:-78.474899' EFFICIENCY NIA Highway 29 STATION: NA OFFSET: NIA REVIEWED BY: Pavan Karanam Charlottesville. VA REMARKS: STANDARD PENETRATION TEST DATA 3 N m blowsift OO `o t >ZPL m 2 z MATERIAL DESCRIPTION h X moisture* LL Additional } i5 -E E E m � �-�' o 's Remarks -- N N W m roil STRENGTH, tsf ♦ Qu 'K Op 0 Approwmately 4" of ASPHALT Approximately 2" o GRAVEL BASE Stiff, moist, brown, sandy SIL (USCS : ML} 1 18 with gravel - FILL ML 4-7 N=10 ' Hard, moist, gray and brown, sandy SILT ' . 2 15 (USCS : ML) 8-43-50/3' 15 X 485 }a' 5 » * • : 3 11 31-5015" t 14 ML 480 11 4 18 20-31-45 > N=76 10 i^ TIT � Very dense, moist, gray and brown, silly SAND 475 (Uses: SM) 20 X 5 18 SM 14-21-30 > N=51 15 - End of Boring appoxmately at 15 feet Intertek Professional Service Industries, Inc. PROJECT NO.: 0512847.1 : 2930 Eskridge Rd PROJECT: Longhorn Steakhouse _ Ei:%'''"+"i.'..,?,.• ry Fairfax, VA 22031 LOCATION: Highway 29 „ Telephone: (703) 698-9300 Charlottesville, VA bneet 1 Or 1 I ne straancanon lines represent approwmate boundaries, the transition may ors gmaual. DATE STARTED: 5125l18 DRILL COMPANY: Northern Virginia Drilling Inc. BORING P- DATE COMPLETED: 5125/18 DRILLER: D. Corum LOGGED BY: M. Rea t COMPLETION DEPTH 981111 DRILL RIG: Diedrich 50 m Q While Drilling Dry _ BENCHMARK: N/A DRILLING METHOD: Hollow Stern Auger m Y Upon Completion Dry ELEVATION: 492 ft SAMPLING METHOD: Sfandard 2 Gave In 7 feel LATITUDE: 38.080031, HAMMER TYPE: Automatic BORING LOCATION: LONGITUDE: _-78,474786' EFFICIENCY NA Highway 29 STATION: NA OFFSET: NA REVIEWED BY: Pavan Karanam Charlottesville, VA REMARKS: STANDARD PENETRATION N - TEST DATA vo o N in bkowslft o - 2 t v m o• MATERIAL DESCRIPTION M o ; X M isluia J # LL ° >s Additional E E r N = Remarks 0 To 0 0 Lll Of STRENGTH, tst ♦ Du W Op 0 zo 0 Aplpro>4mately 3" cf ASPHALT Aplprowma1e6 3" o GRAVEL BASE Vent' stiff, md., brown, SILT ( SCS : ML) wil n 12 > 1 18 sand and gravel fi-1 t-18 ML N=29 490- ' Y; Hard, moist, gray and brown, sandy SILT f':^• 2 18 (USCS: ML) 20.2745 12 » N=72 5 » 30-501T, i., ML 14 4 16 17-40-5014' Encd of Boring approxmately at 9.8 feet U1tG'ftC'k Professional Service Industries, Inc. PROJECT NO.: 0512847-1 , 2930 Eskridge Rd PROJECT: Longhorn Steakhouse Fairfax, VA 22031 LOCATION: Highway F 29 Telephone: 703 698-9300 cnadott �In VA es e, 5neet 1 of 1 ilia stratricaucn lines represent approwmate counaanes I ne transition maybe gradual DATE STARTED: 5125118 DRILL COMPANY: Northern Virginia Drilling Inc BORING B-3 DATECOMPLETED: 5125/18 DRILLER: D Corum LOGGED BY: M Rea COMPLETION DEPTH 9.3If DRILL RIG: Diedrich 50 While Drilling 9 feet BENCHMARK: NA DRILLING METHOD: Hollow Stem Auger m Y Upon Completion ELEVATION: 487 ft SAMPLING METHOD: Standard 3: Y Cave In 7.5 feet LATITUDE: 38.079582' HAMMER TYPE: Automatic BORING LOCATION: LONGITUDE:-78.474807' EFFICIENCY NIA Highway 29 STATION: N/A OFFSET: NIA REVIEWED BY: Pavan Karanam Charlottesville. VA REMARKS: STANDARD PENETRATION 2, o TEST DATA ^ o a' N In bloxslft r7 o J fl- t- m 2 a - .� MATERIAL DESCRIPTION w U m X M°Istme PL ¢ LL o �`• Additional Q m y m 'r Remarks w u m rn STRENGTH. tsf ♦ Ou X Op 0 AP Annately 4" of ASPHALT • Approximately 2' of GRAVEL BASE { a. ard, mast, brown and gray, sandy SILT 16 X 18 (USCS: ML) 3- 11 485 15 X 2 18 12-33-44 > N=77 '. ML 5 f. s 3 6 10 X 480 { .,. 7 . C Verydense, brown, gray, silty SAND (USCS: 4 g SM) with gravel SM 44-5013" » End of Boring approximately at 9.3 feet V1tertek Professional Service Industries, Inc. PROJECT NO.: 0512847-1 ;; 2930 Eskridge Rd PROJECT: Longhorn Steakhouse " Fairfax, VA 22031 LOCATION: Highway 29 Y Telephone: 703 698-9300 Charlottesville, VA sneer I or 1 I ne straancatron lines represent approwmate oounuanes. I ne transition may be graduat. DATE STARTED: 5/25/18 DRILL COMPANY: Northern Virginia Drilling Inc. BORING P-2 DATE COMPLETED: 5125118 DRILLER: D. Corum LOGGED BY: M. Rea COMPLETION DEPTH 8 8 ft DRILL RIG: Diedrich 50 y While Drilling Dry BENCHMARK: NIA DRILLING METHOD: Hollow Stem Auger w T Upon Completion Dry �: ELEVATION: 491 It SAMPLING METHOD: Standard 2 Gave In 8.8 feet LATITUDE: 38.079813` HAMMERTYPE: Automatic BORING LOCATION: LONGITUDE:-78.474447' EFFICIENCY NA Highway 29 STATION: NIA OFFSET: NA REVIEWED BY: Pavan Karanam Charlottesville. VA REMARKS: STANDARD PENETRATION T EST DATA _ N - o N, n bl°wslft o r Z m° J MATERIAL DESCRIPTION ro X tvbisture I PL } LL r 25 Additional -ro .. E,' U N .- Remarks U' E N Lu j STRtENG-rK Isf 10 ♦ Qu op as 0 Approxmately 4" of ASPHALT Approximately 2" of GRAVEL BASE 490 X Stiff, moist, brawn, SILT (USCS: ME), trace 1 18 sand NIL 3-5-817 N=13 Non -Plastic Loose, moist, gray, silty SAND (USCS: SM) 2 18 3-4-5 III& )( Fines=3a.a'{ SM N=g 5 Hard, moist, gray, sandy SILT (USCS: ML) 3 17 with gravel 4-2-5019' 485 14 ML 4 4 _F 59/4'• 5 x , —M L End of Boring approximately at .8 feet Inteiftek Professional Service Industries, Inc. PROJECT NO.: 0512847-1 „ 2930 Eskridge Rd PROJECT: Longhorn Steakhouse Fairfax, VA 22031 LOCATION: Highway 29 - Telephone: 703 698 9300 Charlottesville VA Sheet 1 of 1 The stratification lines represent approwmate boundaries The transition may De greadril ,'WIBBL I Or I DATESTARTED: 5/25118 DMLLCOMPANY: Northern Virginia Drilling Inc. BORING P-3 DATE COMPLETED: 5/25118 DRILLER: D. Corum LOGGED BY: M. Rea COMPLETION DEPTH 10011 DRILL RIG: Diedrich 50 d While Drilling Dry BENCHMARK: NA DRILLING METHOD: Hollow Slem Auger 0 1 Upon Completion Dry _ ELEVATION: 486 it SAMPLING METHOD: Standard 3: 7 Cave In 7 feet LATITUDE: 38.079522' HAMMER TYPE: Automate BORING LOCATION: LONGITUDE: _-78.475116' EFFICIENCY _ N/A Highway 29 STATION: NA OFFSET: NA REVIEWED BY: Pavan Karanam Charlottesville, VA REMARKS: STANDARD PENETRATION TEST DATA ii a k o N in blawsift OO f>- Z �. gi X Moisture 0 PL `s t s d a MATERIAL DESCRIPTION ; N } LL Additional E Remarks m 0 U w u2 STRENGTH, tst ♦ Qu X Op a zo ao 0 Apprnbmately 4" of ASPHALT Appro:amatNy 2' of GRAVEL BASE 485 mast, brown, SILT (USCS : ML), trace 18 X 1 18 sand san ML 3-5-6 C. N=11 Hard, moist, gray, sandy SILT (USCS : ML) 33 X 2 18 33-15-32 N-47 5 A} 480 } 'j ' : 3 18 11-22-29 26 » ML N=51 31 X 10 �. b 4 18 I6-31-48 »r End of Boring approximately at 10 feet Professional Service Industries, Inc. PROJECT NO.: 0512847-1 2930 Eskridge Rd PROJECT: Longhorn Steakhouse Fairfax, VA 22031 LOCATION: Highway 29 s Telephone: 703 698-9300 vA Charlottesville. Jneer I or 7 I ne siranncauon lines represent approwmate boundaries- I ne transition may De gradual. t•7tiZAit�Til FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 ®Yelp®ARRIC LAND DEYEL is OAM ,CON iA G ffTIN aN c GEOTECI !fCA:li:EHWtONlifM4.. TRAfE1C � SU�y„ ,y;;4;P�.4NNls4G;dt,I„Q;s1tNC� 1904 Main h ` : ` m 9 S ��r. I.oke Co o, 1J OTtl9 T. 732 4 4 QT48 I`iF. 792.974 3321 Addttlonol of ConvonlaM locidad'or, 1f�,.M�X'•e909ID9.vdv ' fanr�}aFny;enef.P.7.i7F71.a1i9 fi rtewtoh,t�v>sttsryp.rast.mtaya..:,:'.:,,:;i,; \ 'r: ✓ten 4am; nirzSsfttep: Hy.rton,ta'atf >`a8i.78ifip,D 1pcl� Ja+p:41 SfZWQ.2d(¢'. j, oera)!oeogn;AiaMa r, 5atvet.ava www.dynomkec.com JOSEP P ONE PROFE IONAL NGINEER VIRGIN LICENSE No. 51627 Job #: 2627-99-002 d Mimi0 Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTfESVILLE VA Drawing SOIL BORING LOGS � � l Il 9 w 4 � A E 4. a 1 'a � d 3 •n � 1 t � 1 s ! 1 RIW TAKING PER A 4 4679, PG 554 m � .w S e � �ry Y 5 w S a a � w S 556-11 E b a 1 4.65' a It S � t 9 t9 5 w n 3 4 s 7 ! S f t Y .4 �a P8& WFiT " RET. WAIL AND TRAFFIC SIGN EASEMENT oa PER D.B. 4679, PG 5% .4 ,bw I w w to t VDOT TMMPDRARY CONSTRUCTION EASEMENT PER D.B. 4594, PG 065 UTIIAY FACILITY EASEMENT AND CENTRAL TELf ME COMPANY OF VIR 14 CMRMNK D.B. 14594 PG 165 a — MW r �^ Kr S 4g07'43' E so die am do --mommome so me 00000M �'" YAR BUfItJING a d 4, 7777 d v 4 a a .- a a q ° a a a a 4 ° 4 4 A q �j a , o a dQ d Q » t`+x dwggg:€>8W 3,. 4 "Ny.a;::::i ffi a ram., a. iS:a<'F u•a. . e�: ras zY� tcg a' d... ,ti{iav+�^�, `,�+:2::, a h. . y.<.: 3'i 5" ' ire '..v tf.y . +t L; V.• r� n� aw f r a E,.t•o`g..yyx Ry H. `4 w,•a:a: a� Go:rt.:r'ss; ai'i f (J E:iL}i ry71�Ru •0005 x\>n ' '6iry ■may{ a��`.r, ��tt ?R24:>:; «ta%` WAX `xY. x' r tvt tR; zC r <Jy, z¢, iy r `;f2J "r d r..Y ni id. dv acza+ ri�G Rs%F• :.;w:;a: ;; cc�r 4a a d 1l a VDOT �POM M D [@ PER D.B. 4,Q65 q�„ t a 1 0 r 1 4 GO o a 4 e � 1 t 4. 10 ,SMW LfHf ' l APPROX. LOCI W TRAFFIC DEVICE MSEMENT PER D.B. 1314, PG 4E D.B. 4594, PG 65 d. w b4 �Mf TRAFRC CONIROL DEWCE OR / 4 D MH l.r.. ST" MR P D �ST%w IAY 1 � 1 ' N '40'23' W 45.32' t � S7A�Y Ail/ / t d a C a O v a O q d ° v d a v Q a ° , d a v � q a an a d q a 4 a o . v 4 d J 0 �It 0 TEMP. CONSTRUCTM EASf711ENT FOR EMRWCE PER AB 4679, PG 554 E w THIS PLAN TO EE UTILIZED FOR VEHICLE CIRCULATION PURPOSES ONLY ♦♦ n \ I OF / ♦ ` 1 ♦ % ♦ A=35.34' R=45.00' \ d A=,W59'47' \ ` CHB=S 71`46'51x E CHD=34.44 S 49'16 58 E 4 t \ 23.73' 4 d , f I 1 O ' 4 -�--- - - < U O o 0 a 1 J v 1 1 r r ° d J r a Q ° J a ) I f f 60 �a Y a J r L IJ = 4 .23 r'J PARCEL ID: 06100-00-00-13200 LANDS N/F i CV ASSOCIATES �. i r.` ,� D.B. 1908 PG. 726 �\ .r r r I _ 44.599ttA{ut Rad4us Outer Wheel I I ° , I q , , { I , , t J , I r t, 1 l t ) I 1 { l I { r ►, J { l 4. f { � { t fl d r r { { 53 1 e t I 27.9 O � _ hjcT � 4 .� N 31'011i31 !- �!; 94 pQ, Q* A=77.32' R=188.24' 4=23'32'080 CHB=N 4747'17" W CHD=76.78' 2: 4 1 WB-67 Overall Overall { Overall } } Min Boc { { Max Trc Lock —to I { Max StE 1 I t, 5' q&l YARD BUILDMM� ---- ---� `r� 4TIV5e W 242.02' STOT+�t MH { { j } } D VE"IRLE LEGEND: I t { { { I GRAPHIC SCALE t t -20 0 1 20 40 IN FLLI ) { } 1 INCH = 20 Fr. { { 80 FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT#: 35651.000 DYNAMIC ENGINEERING LAND DkyEcoPMgjr. cpH;uetr�lc. rat MMWG G r, EOTEC t C NV! n1AxIC .3U�vFv �ANMNG 4 YQhrNG 1904 Main Skjd lake Como, N,11771 T:732.4�4,0198 i';F 732,474.3521 . Additional V n otikrs con o lanl locaird af:' rn 1+a+:r;•rroemvres , ' Iarali�NarrJeae�. r71IY1I01 �',, P�wh�v sa.4m{, N�cr�ta�a ., r7Ri3�siW �:,r,nao :'.raa1aara�v � • k.5tizq�$8ad . _ Cesar, if6fjA . , . t 890�. Y!M'fY. (CBt.COr71 � JOSEP P ONE PROFE IONAL NGINEER VIRGIN LICENSE No. 51627 Jab #: 2627-99-002 9 O 4 �I �1 Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID CHARLOTTESVILLE VA Drawing VEHICLE CIRCULATION PLAN (WB-67) s B 4 a d.1 ID 1 ! B A. A B � 1 ! � A � A I 1 � 1 + B 1 RIW TAMQNG PER D.B. A, d 4679, PG. 554 B ! B ° �P` a % B A ■ ! � ! ID a ! S 55'11' ' E, a A 4.65' l ! 1 A B A 1 i A A ! a i B qg 9 ! ! 4 ! B ! 4 ! ! ! ! qg d- ,d PERiGWENr ° a R9.. WALL AND IRAFRC SIGN EASEMENT®. . PER D.B. 4679, PG 5% 4 4 VDOT TEMPORARY COAWRt1CM EASEMENT PER D.B. 4594, PG 065 U17U7Y FACILITY EASEMENT AND CENTRAL 7affllONE COMPANY OF WWGNW COWRI D.B. 14594 PG 165 r r w —"-- S 49-07'43' E 316.4 r 59tEr�gUMM� a d d d a ` d 4 M� o d d O d a o a a ' v4ITT �j al yi;Y."tk'E E 4 /-+ >^ rtx: ;;;:a 1 1 a.Y' .. h a'r'. 6 f. . E'+`a yE`Yir� ,k� a>y :tcydikJ. k .`j x 3... v V. d 4 X. a E , a�• u t. y I a� a. , +: k , : �nR.3: a E Y — .. ON �:�i'?.�:+rf+t`.`'*+`.^a''.., ., :o� .;r,.Fl.. :.r Y: ` `J;..:,:.'...a;•;.. o d q �a k y E`� t`'4• � � t v v 4 rwo�. d \ �M� �3g�;�,"��`at��; � `::5 E ' � ,^ •� � ; y � ` � +� ry,� ,�Y i V,... oy a a x �^ d 0z WY v � a'u..sY• ,7 4 "k %rJ , I : oE' 8 0..�Q 1 d osa», ar , ;Y StYa �ya ;:Y a :;::{:;; £.tip.., Y":• .. IS 3 : a.d.,. x `:etd 3 Q t "rvYiE: :q+ t`{{ aj, Map, ' u�ta a`,yry' i,gy2y a sr k, FK .�2. Y%Y 1. +y,+i» :xi:'ti N + NOi:e 1 V , �GL >O+ti , y+ .,.;..:;y^;.a.:p:t;::;.,. , v . a , d d d ' PER D 71MOMT L&j Lj a `d � VDOT ]i:IIPORNtY d 1 l 4 a �o � � 1 t i z 1 r'M t � ' D t l 1 i / Sim i�, APPROX. LOC4 VDOT TRAFFIC DEVICE EASEMENT PER D.B. 1314, PG 48 D.B. 4594, PG 65 t a' ° TRAFFIC CONIROL DEWCE OR NER CONSTRUCTION EAS610 0 ° --�� MH wr t smt�M a�I 1 t N 040'23' W 1 45.32' / t � / Cz M* A u MWP. CONSTRWCM EASEMENT FOR EMRANCE PER D.B. 4679, PG. 554 / a !� Af 31 �l'f3� A=77.32' R=188.24' a=23'32'08' CHB=N 4747'17' W CHD=76.78' 0 �� l M j a \ 1 THIS PLAN TO BE UTILIZED FOR VEHICLE CIRCULATION PURPOSES ONLY sp A' ' a ` A=35.34— a \ R=45.00' A=4,09'47' CHB=S 71'46'51' E t \ q CHD=34.44' \ S 49'16 58 E J 23.73 1 1 _ 1 � — _ may_ O 0 1 _ - �?o Cep I 0 1 / ` l _ I O d (( ( d ( 4 1 � MAG AWL ( ELEV.=4 I r r ( v a I �( PARCEL ID: 06100-00-00-13200 LANDS N/F 1 �\ CV ASSOCIATES D.B. 1908 PG. 726 ( 1 1 (( 1 I {{ ( 1 , ( 1 1 (( / 1 1 ( 1 1 / { t / l l I { t r { { ( { I f (I I I I t I 1 { 4 1 1 { { YARD BUILDNJG S � e ► { r 1y 49'16'5e W 242.02' { I ' ST" AN 1 1 1 1 D VIII 1CLE LEGEND: II 1 { ►{ GRAPHIC SCALE t I I, ( IN FEET ) I I 1 I INCH = 20 FT. f 7 Rett Over Ove Ove. Min Trac Lod Max FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT#: 35651.000 IC ENGIPMERING LAND :G NS NG.� RtlN � Q... � Zi. PERM G .GEOTE � L. I� FF1C s TRA SUR7<EY ,F;A GdklONfi�G 1 y" A4a(n SIf001 Lake Como,~N1 QM II, T: TS2.9 1 sP 4 I ',AddlHgnalofices'con'v nl 1 '' o eni ocofie'd:ci:' cH9Y!IgSeY,• F4❑8ffi47L9 � �j � wrax�ati N❑W1ewj emn�mcg,,,� ra..t r t �.�mw, ns�zs�arxi xcyupn,ra:m rast,raiww a+. �r Aawo $S .�i www.dyr"nkoc.com JOSEFDI P ONE TONAL NGINEER PROFEtA- VIRGINICENSE No. 51627 Jab #: 2627-99-002 �I a Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV, PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID CHARLOITESVILLE VA Drawing VEHICLE CIRCULATION PLAN (REFUSE) 1 t a a t . y jl . l �- y t AROG 1 NS 1 CFR 1 �� ®_ ► 1 11 S 07'43' an a y y .w• 1 y 1 r 1 �r• t f 1 r i 1�1 S 1 Il I I 1r ` I 1 ARM 1 CFR 1 AROG 1 W \ \ CC—NED % l6,, t MULCH a ° CA 6 PSN 5 FXI- {i VO y • • dd 1 a + a a • �5_ 6 5 AROG d MM 10 ;S. +. xEr. 2.i.+. o + t.f... k: s jr s \ \ fi NS�♦ d ° 1 IMP 1 FPS 1 FPS ffi + 4 + + S.. 4is<a�`17 1 FPS 1 NS i E3 >a' 4 Ml j uY!? i »; 3n, S:RC`r` S :. r4 I to d +4ant A... i..;: V �J U X. 4� 5 RGHS .. <.� r. 'C<% ...'k::l�F� is : o a •� d ,�•�•�;•�{�y \. fE9 ,... ;i i?:Ek'i:".xi.:; 'rll y�ees+ •r•}y Ji.C;.� V i:Wy: "'+ F E3:%1J: i::'' 5 n,n Ll E:3 t i'2 4 d d r;`:£:.CR'ti.kax>.i:3::•:,:a y.S , t ?r: �a'k t. I�.SS 't'u'�j�,+v 1 NS10 i S: \�z'Ei'''�� 3>8E3>::�"Y:': ���\ •'y'�::2E:p `�:.';: e v ;j_t:sgv. > e nNINE,;qe. ...5,.... + k:Ti: is �,` > fv , I wd. � Y QQ •ems^; a (, X�� + ^ 3 J is?: van :. >� � ,,}: ;`pry' ?.�:.;:,•<+.' CFR 2 4 rsy y Wn;ss�. IJ v �>S,t`vvl;E,,��."vsv''E':, Ar�;..'i;:>, l'+':::f :�5'}u.�":''` �qc '::`v.. •• a J V � � ` d ° 3 PA — + °a 5 VD 1 AROG a �A d ° 1 ABC PER;1(MlEXT RET: WALL AND TRAfFTC SIGN a dl �rr T Li EASEiItEM CON E4SAIE'VT al (s [@ PER D.B. 4679, Pa 554 1 PER �PG 065 PROP. LANDSCAPE BOULDER � l 1 A 1 CFR 1 AROG � C.) ----------. 1 MV t � 1 ARM VDOT lEMPORARI' CONSTRUCTION DISWENT PER D.B. 4594, PG 065 UOLBY FACILITY EASEMENT AND CENTRAL lELEP1lONE COMPANY OF W4Rii D/ � CENTUffnINK D.B. 14594 PG 165 I ' 8 PA =l J— l —1 NS APPRMX. LM Ii TRAFFIC DENCE EASEMENT PER D.B. 1314, PG D.B. 4594, PG. 65 it 11 °4 1 —1 1 CFR 8 PA, r PROP. TREE PROTECTION FENCE I i Ir 1 AROG 3 PA 3 JHW--, _ 1 GD 7 MP 1 GD l,-1 LJ I ! , IF' W a `• on M P ! l� 1 l 1 N '23' W 45.32' y / T 1 FAAP rr 1 FROM 1 HVCW-- 3 JHW r r 3 PA I 1 r�..rr�c-•may. ► y,�"�..I•`!y''r.—�- �j� TEMP. CONSTRUCTION EASEMENT FOR ENTRANCE PER D.B. 4679, PG 554 a / Af 31'pl f �..94, A=77.32' R=188.24' A=23'32'08' CHB=N 4T47'17' W CHD=76.78' l L U3 1 + U t d f 1 FXI Uut _—��- - —r - -- — � Ir 1 L G U G _- G -�- — G G _ 1 1 1 \ G ,J 1 FAAP o 1 6' 1 6'+r! _�— - — L 6' _ — i` L _ — Fi" �i a - �e 1 l L� ! 3 JHW f ' ! a 3 JHW i 3 JHW ! ! ! ! I ! t j MG I& H& = 491.2.1 4 PA !i `j FA t i °1 r ! 4 JHW !i PARCEL ID: 06100-00-00-13200 LANDS N/F 1 FAAF CV ASSOCIATES D.B. 1908 PG. 726 THIS PLAN TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY C: lu 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. r � �LAAVSCW I I 1 r! I I KEY QTY BOTANICAL NAME COMMON NAME SIZE CANOPY REMARKS ! N y SHADE REE(S1 T 3 3 PA ! AROG 8 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 3 1/2' CAL MIN. 50' - 70' B+B ! I l ! I I 7 'AUTUMN N AFAAP FRXIUS AMERICANA 'AUPURPLE AUTUMN PURPLE ASH 2 1 /— 3' CAL 50' - 70' B+B2' ! I CM FPS 6 FRAXINUS PENSYLVANICA 'SUMMW SUMMIT GREEN ASH 2 1/2-3CAL 50' - 70' B+B ! I I GD 7 GYMNOCLADUS DIOCUS KENTUCKY COFFEETREE 2 1/2-3' CAL 50' - 70' B+B ! { I NS 6 NYSSA SYLVATICA SOURGUM OR TUPELO 3 1/2' CAL MIN. 50' - 70' B+B 1 I I 34 ! V ,pyI I ! I ORNAMENTAL TREE(S) CFR 5 CORNUS FLORIDA RUBRA PINK FLOWERING DOGWOOD 2-2 1/2" CAL 20' - 40' B+B ! { I LI 5 LAGERSTROEMIA INDICA COMMON CRAPEMYRTLE 7-8' 10' - 20' 30 GAL. MV 3 MAGNOLIA VIRGINIANA ' 1 ! I } { ICI 13 SWEETBAY MAGNOLIA 8-10 10 - 20 B+B ! I EVERGREEN Ti ! 1 I I ABC 2 ABIES CONCOLOR WHITE FIR 64 20' — 70' B+B ( I JV 6 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 8-10, 20' - 70' B+B O u) l 8 �y EVERGREEN SHRUBS) !! ! ` ` PSN 19 PINUS STROBUS 'NANA' DWARF EASTERN WHITE PINE 24-30' 3' - 15, B+B PYCM 28 PYRACANTHA COCCINEA 'MOHAVE' MOHAVE FIRETHORN 24-30' 3' - 15' #3 CAN I I RGHS 19 RHODODENDRON X GIRARD 'GIRARD HOT SHOT' GIRARD HOT SHOT AZALEA 18-24' 3' - 15' #3 CAN ! I I TMD 20 TAXUS X MEDIA 'DENSIFORMIS' DENSIFORMIS YEW 24-30' 3' - 15' B+B n i 86 r 01 { DECIDUOUS SHRUBM Ha ! } I ► CA 18 CLETHRA ALNIFOLIA SUMMERSWEET CLETHRA 24-30' 3' - 30' #3 CAN I I FXI 36 FORSYTHIA X INTERMEDIA 'SPECTABILIS' SHOWY BORDER FORSYTHIA 34 3' - 30' B+B I I ICI HVCW 12 HAMAMELIS VIRGINIANA COMMON W(TCHHAZEL 3-4' 3' - 30' B+B I , I MP 29 MYRICA PENSYLVANICA NORTHERN BAYBERRY 30-36' 3' - 15' B+B I I VD 10 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 3-4' 3' - 30' B+B ! I { 105 GROUND COVER 'WILTONI' I I JHW 52 JUNIPERUS HORIZONTALIS WILTON'S BLUE RUG JUNIPER 15-18' SPRD #3 CAN ORNAMENTAL GRASS(i I I PA 46 PENNISETUM ALOPECUROIDES FOUNTAIN GRASS 2 CAL CONTAINER I I NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. I I I I I `x' 1 I CD \\ 1 1 ....•�!-a I I memo— N 4g16'58' W 242.02' I I I { I I ICI Val 3 I I l�l I I col I I I I 11 I I 1`p1 I I l I I I rI,T'LI GRAPHIC SCALE ( IN FEET } 1 INCH = 20 FT. FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com l ARCHITECTS PROJECT#: 35651.000 JOSEP ONE PROFS 10 NAL NGIN EER VIRGIN A LICENSE No. 1 5 &27 Job #: 2627-99-002 Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH 9 Prototype current thru06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID CHARLOTTESVILLE VA Drawing LANDSCAPE PLAN L1.1 PLANTING NOTES LANDSCAPINQ REQUIREMENTS IRMATION NOTE: 1. PLANT MATERIAL SHALL BE FURNISHED AND INSTALLED AS (NOICATEO INCLUDING ALL LABOR, MATERIALS PLANTS EQUIPMENT INCIDENTALS, AND CLEAN-UP. A STREET TREES SHALL BE PLANTED WITH EVEN SPACING IN A ROW WiTHIN THE PUBLIC STREET RIGHT-OF-WAY OR ADJACENT TO THE PUBLIC STREET RIGHT-OF-WAY IF NOT CONTRACTOR TO PROVIDE AN IRRIGATION DESIGN FOR BOTH FRCH 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT CORNECT GRADES AND ALIGNMENT. LAYOUT Td Q APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PERMITTED THEREIN BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION. (§32.7.9.5(D)) LAWN & BED AREAS. DESIGN IS TO BE SUBMITTED TO THE INSTALLATION. PROJECT LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. DESIGN WORLDWIDE 3. PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY; HAVE NORMAL GROWTH HABITS; WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT B. ONE (1) LARGE STREET TREE SHALL BE REQUIRED FOR EVERY FIFTY (50) FEET OF STREET FRONTAGE, OR PORTION THEREOF, IF TWENTY-FIVE (25) FEET OR MORE. (§32.7.9.5(0)) CONTRACTOR TO VERIFY STATIC PRESSURE PRIOR TO DESIGN. SYSTEMS AND BE FREE FROM DEFECTS AND INJURIES. 4. CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAAL. C. WHERE PERMITTED, ONE 1 CONTRACTOR IS ALSO RESPONSIBLE FOR ANY PRESSURE 5. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN VIGOROUS GROWING CONDITION. PROVISION SHALL BE MADE FOR A GROWTH GUARANTEE ()MEDIUM SHADE TREE SHALL BE REQUIRED FOR EVERY FORTY (40} FEET OF ROAD FRONTAGE, OR PORTION THEREOF, IF TWENTY {ZIT) FEET OR MORE. REDUCING DEVICES REQUIRED TO MEET MAXIMUM PRESSURE 311 Elm Street Suite 600 OF AT LEAST ONE (1 YEAR FROM THE DATE OF ACCEPTANCE FOR TREES AND SHRUBS. REPLACEMENTS SHALL BE MADE AT THE BEGINNING OF THE FIRST (§32.7.9.5(D}) REQUIREMENT. SYSTEM DESIGN TO SHOW ALL VALVES, SUCCEEDING PLANTING FASON. ALL REPLACEMENTS SHALL HAVE A GUARANTEE EQUAL TO THAT STATED ABOVE. PIPING HEADS, BACKFLOW PREVENTION METERS AND Cincinnati OH 45202 6. INSOFAR AS IT IS PRACTICABLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THIS IS NOT POSSIBLE THE CONTRACTOR SHALL THEREFORE: 396 FT * 1 LARGE TREE/50 FT OF FRONTAGE) = 8 LARGE TREES- (N) PROTECT STOCK NOT PLANTED. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. MY PLANTS NOT INSTALLED 396 FT * 1 MEDIUM TREE/40 FT OF FRONTAGE) = 10 TEDIUM TREES CONTROLLERS. ALL SLEEVES IN PAVEMENT AREAS MUST BE SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 513 241 3000 DURING THIS PERIOD WILL BE REJECTED. D. WHEN A PARKING AREA IS LOCATED SO THAT THE PARKED CARS WILL BE VISIBLE FROM AN OFF -SITE STREET, THE AGENT MAY REQUIRE ADDITIONAL PLANTING OF LOW STREET BACKFLOW PREVENTION DEVICE INSTALLATION AND PERMITTING. 7. QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS, AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH ANSI Z60,1 (REV. 2001) 'AMERICAN STANDARD FOR SHRUBS BETWEEN THE STREET AND THE PARKING AREA, SUBJECT TO THE FOLLOWING: (§32.7.9.5(E)) wwW.frCh.COm NURSERY STOCK' AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. i.SHRUBS SHALL 8E A MINIMUM OF TWELVE 12 INCHES IN HEIGHT WHEN PLANTED. 8. ALL PLANTS SHALL BE PLANTED IN AMENDED TOPSOIL THAT IS THOROUGHLY WATERED AND TAMPED AS BACK FILLING PROGRESSES. ]PLANTING MIX TO BE AS SHOWN) LANDSCAPE STANDARDS AND GUIDELINES 1 1 LANDSCAPE STANDARDS AND GUIDELINES 10 ON PLANTING DETAILS. LARGE PLANTING AREAS TO INCORPORATE FERTILIZER AND SOIL CONDITIONERS AS STATED IN PLANTING SPECIFICATIONS, H.SHRUBS SHALL BE IN A SINGLE ROW PLANTED FIVE (5) FEET ON CENTER. 9. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. PLANTS SHALL BE HANDLED FROM THE LONGHORN STEAKHOUSE LONGHORN STEAKHOUSE ARCHITECTS PROJECT #: BOTTOM OF THE BALL ONLY. E. AN AREA OF AT LEAST FIVE (5) PERCENT OF THE PAVED PARKING AND VEHICULAR CIRCULATION AREA SHALL BE LANDSCAPED WITH TREES OR SHRUBS. (§32.7.9.6(A)) REVISED 04-20-2017 I REVISED 04-20-2017 10. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ( 35651.000 ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN (CONDITION. ALL PLANT MATERIAL F. NEITHER THE AREAS OF STREET TREES AND SHRUBS REQUIRED BY SECTIONS 32.7.9.5(Di ND32E3: OR SHRUBS PLANTED BETWEEN A PARKING AREA AND A BUILDING ON THE SITE SHALL BE SPRAYED WITH 'WILT-PRUr OR EQUAL AS PER MANUFACTURER'S INSTRUCTIONS. SHALL BE COUNTED TOWARD THE MINIMUM AREA LANDSCAPED AREA FOR A PARKING Alit 11. NO PLANT EXCEPT GROUND COVERS SHALL BE PLANTED LESS THAN TWO FEET FROM EXISTING STRUCTURES AND SIDEWALKS. DYNAMIC12. SET ALL FILANTS PLUMB AND STRAIGHT. SET AT SUCH LEVEL THAT, A NORMAL OR NATURAL RELATIONSHIP TO THE CROWN OF THE PLANT WITH THE GROUND SURFACE THEREFORE: 89,948 SF X 5.0% = 4,407 SF OF PARING LOT LANDSCAPING WILL BE ESTABLISHED. LOCATE PLANT IN THE CENTER OF THE PIT. (NOT INCLUDING THE STREET TREES) 13. ALL INJURED ROOTS SHALL BE PRUNED TO MAKE CLEAN ENDS BEFORE PLANTING UTILIZING CLEAN, SHARP TOOLS. R IS ADVISABLE TO PRUNE APPROXIMATELY 1/3 ENGINEERING OF THE GROWTH OF LARGE TREES 12' CALIPER AND OVER) BY THE REMOVAL OF SUPERFLUOUS BRANCHES, THOSE WHICH CROSS, THOSE WHICH RUN PARALLEL, ETC. G. 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 LAND DEYELOP WTr CQMVtgyq•rEt+MHG MAIN LEADER OF TREES WILL NOT HE CUT BACK. LONG SIDE BRANCHES, HOWEVER, MUST BE SHORTENED. PORTION THEREOF, IF FIVE (5) SPACES OR MORE. (§323.9.6(B)) c cwatGt * i N+n+ItAlrMFrXru 14. EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE TO PRESERVE NATURAL CHARACTER OF PLANT, PRUNING SHALL] Rock TT1Uich shall be 4"-fi" diameter River Rock tF!$ front t the tEGArFEc.stuiVF►�.PGNNlNGA4�,pNu�C BE DONE WITH CLEAN SHARP TOOLS. THEREFORE: 184 PARKING SPACES * (1 LARGE OR MEDIUM SHADE TREE/10 PARKING SPACES) = 19 SHADE rm 1Nri iN THE PARKING Lar (1� ! 15. ALL EXISTING BE FERTILIZEDTREES WITH AO REMAIN REGULAR SHALL GARDENEPRUNED FERTILIZERT05R10Q5} UPON COMPLLETiONANY DAMAGED NOF W KCHES AS ATHEEENTiRESULT FLIMB OFUANY DAMAGED BCTION NRANCH SS. ALL HALLL BENG TCUTSO FEAT building and T-T diameter River Rock at the sides and rear` 1404Morn Sh0�i; >~akeComo, NJ QTt19 THE TRUNK. CONTRACTOR TO ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH SHARP TOOLS AND FILLED AROUND H. EACH SITE SHALL HAVE A TREE CANOPY COVERING THE MINIMUM PERCENTAGE ES THE SITE AS FOLLOWS: _ T:7%1,974.01%f, F732,974,3541 M. IF THE SITE IS TO BE DEVELOPED FOR COMMERCIAL OR INDUSTRIAL USES, THE MINIMUM TREE CANOPY IS TEN (10) PERCENT. (§32.7.9.8(A)) 1 4'. Y lock is fush with the Walk elevation as shown /WdiNonaFoRlcesccnvonlenlHlocatedah' WITH TOPSOIL. COMPLETELY SATURATE THESE AREAS WITH WATER. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE ((1 DAY. CONTRACTOR IS TO PROTECT LOX x (89948 SF) �gg� SF � ALL. EXISTING TREES TO REMAIN BY ERECTING TREE PROTECTION FENCE AT THE DRIP LINE. THIS WILL ENSURE NO COMPACTION 0 THE ROOT MASS. iOTAL, p 15ma D = 25,127 SF l l' Boulder to be set � below grade. 16. ALL PLANTING BEDS SHALL BE MULCHED WITH 4' LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH, 4f Sidewalk as per Civil specifiGatiori 17, NEW PLANTING AREAS AND SOD SHALL BE ADEQUATELY IRRIGATED OR WATERED TO ESTABLISH THE PROPOSED PLANTS AND LAWN. I. THE TREE CANOPY REQUIRED SHALL BE COMPOSED OF All AREAS OF THE SITE THAT WOULD BE COVERED BY TREES AND OTHER PLANT MATERIALS EXCEEDING FIVE (5) FEET IN '` °r�tr•r���.r'. . 18. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY THE PROPOSED LANDSCAPE AS SHOWN N THE APPROVED LANDSCAPE PLAN MUST BE INSTALLED, HEIGHT AT A MATURITY OF TEN 10 YEARS AFTER PLANTING. (§32.7.9.8(B) 4 E?, PIGGED flat SI4 G rCiCiC 17�14�'l (�rCl �r I�tilrl tc�l sl7IVCF�� r'.'.,;' INSPECTED AND APPROVED BY THE MUNICIPAL LANDSCAPE ARCHITECT. THE MUNICIPAL ENGINEER AND LANDSCAPE ARCHITECT SHALL TAKE INTO ACCOUNT SEASONAL ( ) ) y' 1 Weed Harrier & pro -emergent herbiCLdE: "°y �"T°� ras,aaeww CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES SHRUBS, VINES OR GROUND COVER AS REQUIRED BY OR ,ASSOCIATED WiTH A SUBDIVISION IT.3�a.csizaa�p{a OR SITE PLAN APPROVAL. BY THE PLANNING BOARD OR ZONING BOARD OI' ADJUSTMENT SHALL BE INSTALLED DURING THE FOLLOWING PLANTING SEASONS: J. FOR THE PURPOSES OF CALCULATING THE AREA OF THE SITE TO DETERMINE THE MINIMUM TREE CANOPY COVERAGE (A), THE AREA OF THE SITE SHALL BE ITS GROSS ACREAGE � LESS, AT THE OPTION OF THE DEVELOPER ONE OR MORE OF THE FOLLOWING ON THE SITE: (§32.7.9.8(C)) `-"� Lawry I Prepared $CAil as per specification TYPE DATES iv. FARM LAND OR OTHER AREAS LINN OF WOODED AREAS ON JUNE 20, 1990. � Y. RECREATION AREAS REQUIRED UNDER SECTION 4.16 �fi%d \ www.dyamtcec,carr, PLANTS 3 15 TO 12 15 �`► �I / % vi. OPEN SPACE AREAS REQUIRED UNDER SECTION 4.7. `� ��, Typical SilClllO LAWN 3/15 TO 6/15 vii. LAND DEDICATED TO PUBLIC USE viii. PLAYING FIELDS AND RECREATION AREAS PROVIDED AT SCHOOLS DAY CARE CENTERS AND OTHER SIMILAR USES. 9/15 TO 12/1 ix, PONDS OR LAKES DETERMINED BY THE AGENT TO BE A DESIRABLE OPEN SPACE AMENITY. �,h 4_i Building'Nall FURTHERMORE THE FOLLOWING TREE VARIETIES SHALL NOT BE PLANTED DURING THE FALL PLANTING SEASON DUE TO THE HAZARDS ASSOCIATED WITH DIGGING THESE xi. AREAS R REQUIRED QUI EAPPROVED BY� E TLANDSt1N FLOOD R PLAIN SECTION. OTHER AREAS REQUIRED TO BE MAINTAINED IN A NATURAL STATE BY THIS CHAPTER OR OTHER APPLICABLE LAW. TREES IN Footing ��� architectural sheets JOSEP P ONE ACER RUBRUM POPULUS VARIETIES K. WHERE EXISTING TREES ARE MAINTAINED THE AGENT SHALL GRANT A CANOPY BONUS AS FOLLOWS: BETULA VARIETIES PRUNUS VARIETIES A. THE AREA OF CANOPY COVERAGE SHALL BE CALCULATED AT A MATURITY OF TWENTY (20) YEARS AFTER PLANTING; AND �' ~ CARPINUS VARIETIES PYRUS VARIETIES xiii. THE AREA CALCULATED IN SUBSECTION (E)(1) SHALL BE MULTIPLIED BY A FACTOR OF 1.25. "" CRATAEGUS VARIETIES QUERCUS VARIETIES KOELREUTERIA SALIX WEEPING VARIETIES L LANDSCAPING ALONG THE FRONTAGE OF ENTRANCE CORRIDOR STREETS SHOULD INCLUDE THE FOLLOWING: t 1r �+ PROFE IONAL NGINEER LIQUIDAMBAR STYRACIFLUA TILIA TOMENTOSA xiv. LARGE SHADE TREES SHOULD BE PLANTED PARALLEL TO THE ENTRANCE CORRIDOR STREET. SUCH TREES SHOULD BE AT LEAST 3% INCHES CALIPER MEASURED 6 INCHES /` PLATANUS ACERFOLIA ) ( ------ THEREFORE: _ -_ _ �_.� __��_._ ..-......,.... f.,.,..,,,....... ---"; --W --t (A �� '� 1�=' VIRGIN LICENSE No. 51627 LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES ABOVE THE GROUND AND SHOULD BE OF A PLANT SPECIES COMMON TO THE AREA. SUCH TREES SHOULD BE LOCATED AT LEAST EVERY 35 FEET ON CENTER_ J A ANY PLANTINGS INSTALLED IN CONFLICT WiTH THIS REQUIREMENT MUST RECEIVE THE WRITTEN APPROVAL BY THE MUNICIPAL ENGINEER OR LANDSCAPE ARCHITECT, * 1 .- Aa 396 FT (1 LARGE TREE/35 Fi OF FRONTAGE) = 12 LARGE 1R1:ES (li) PRIOR TO PLANTING. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL REQUIRE THE REMOVAL OF THE PLANTING IN QUESTION.. THIS REQUIREMENT DOES NOTi T tjD((j i I - f' YA APPLY TO SEEDING OR SODDING OR PLANTINGS SPECIFICALLY FOR SOIL STABILIZATION PURPOSES. THE PLANTING ASSOCIATED WITH ANY LOT GIVEN A CERTIFICATE OF xv. FLOWERING ORNAMENTAL TREES OF A SPECIES COMMON TO THE AREA SHOULD BE INTERSPERSED AMONG THE TREES REQUIRED BY THE PRECEDING PARAGRAPH. THE I - ; , -ra - _ . :._ __._ _ `�� fi OCCUPANCY OUTSIDE THESE PERIODS SHALL BE PROVIDED DURING THE PREVIOUS OR NEXT APPROPRIATE SEASON. ORNAMENTAL TREES NEED NOT ALTERNATE ONE FOR ONE WITH THE LARGE SHADE TREES. THEY MAY BE PLANTED AMONG THE LARGE SHADE TREES IN A LESS REGULAR SPACING I --1 ; - 1 i- ; ° i i 1~ I I {--III rad� i 77 ? `' ` - � Job #: 2627-99-002 TI-19. ALL DISTURBED AREAS TO BE TREATED WITH TOPSOIL SEED SOD STABILIZATION METHOD. PATTERN. eY�.y ` i�� xvi. IN SITUATIONS WHERE APPROPRIATE, A THREE OR FOUR BOARD FENCE OR LOW STONE WALL, TYPICAL OF THE AREA, SHOULD ALIGN THE FRONTAGE OF THE ENTRANCE �~I' G ] ;� 1 ;_ ti., .- 9_,: I # ; ; -1 a.__; -, CORxvDaAN AREA OF SUFFICIENT WIDTH TO ACCOMMODATE THE FOREGOING PLANTINGS AND FENCING SHOULD BE RESERVED PARALLEL TO THE ENTRANCE CORRIDOR STREET, AND - s a �q _ - PLANTING SPECIFICATIONS EXCLUSIVE OF ROAD RIGHT-OF-WAY AND UTILITY EASEMENTS. 1. SCOPE OF WORK Y _ _ A THIS WORK SHALL CONSIST OF PERFORMING CLEARING AND SOIL PREPARATION, FINISH GRADING PLANTING AND DRAINAGE, INCILUDING ALL LABOR, MATERIALS, M. LARGE TREES SHOULD BE PLANTED PARALLEL TO ALL INTERIOR ROADS. SUCH TREES SHOULD BE AT LEAST 2}� INCHES CALIPER MEASURED 51X INCHES ABOVE THE GROUND AND __ (I >- TOOLS EQUIPMENT AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS VROJECL SHOULD BE OF A PLANT SPECIES COMMON TO THE AREA SUCH TREES SHOULD BE LOCATED AT LEAST EVERY 40 FEEL ON CENT�R. ) �.., ''!!%.-1 '' -.. `:-" :.. 2. MATERIALS I , ' 1 t ... ..t 1.�._ A. GENERAL - ALL MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION] D.O.T. MANUAL OF ROADWAY N. MEDIUM TREES SHOULD BE PLANTED PARALLEL TO ALL INTERIOR PEDESTRIAN WAYS, SUCH TREES SHOULD BE AT LEAST 2X INCHES CALIPER MEASURED SIX INCHES ABOVE THE -- t -- I- I - I ?..E _:'' - -- - -+ AND BRIDGE CONSTRUCTION (LATEST EDITION OR APPROVED EQUAL. ( } GROUND) AND SHOULD BE OF A SPECIES COMMON TO THE AREA. SUCH TREES SHOULD BE LOCATED AT LEAST EVERY 25 FEE ON CENTER. ( I-il `- = I='I I �_ I i ! I i- = I I =_=I I,`: -" T t I �� ; I i B. PLANTS - ALL PLANTS SHALL BE HEALTHY 8R NORMAL GROWTH WELL ROOTED, FREE FROM DISEASE AND INSECTS. I 1 i- %') of C. TOPSOIL - LOAMY SILT, HAVING AN ORGANIC CONTENT NOT LLSS THAN 5X, pH RANGE BETWEEN 4.5 - 7, BE FREE OF DEBfRIS, ROCKS LARGER THAN TWO--,-� INCHES (2°} WOOD ROOTS, VEGETABLE MATTER AND CLAY CLODS. 0. LARGE TREES SHOULD ALIGN THE PERIMETER OF PARKING AREAS LOCATED 40 FEEL' ON CENTER. TREES SHOULD BE PLANTED IN THE INTERIOR OF PARKING AREAS AT THE RATE OFD. MULCH -FOUR (4 INCHES DOUBLE SHREDDED HARDWOOD BARK MULCH. ONE TREE FOR EVERY 10 PARKING SPACES PROVIDED AND SHOULD BE EVENLY DISTRIBUTED THROUGHOUT THE INTERIOR OF THE PARKING AREA. „ 9 3. FERTILIZER AND SOIL CONDITIONER - PLANTED AREAS (k- A ORGANIC FERTILIZER - SHALL BE PROCESSED SEWER SLUDGE WITH MINIMAL CONTENT OF 1% NITROGEN AND 2% PHOSPHORIC ACID;, EQUAL TO 'NiTROHUMIS'. THEREFORE: 131 PARKING SPACES * (1 TREE/10 PARKING SPACES) = 14 TREES WITHIN THE PARING LOT M Rock to appear that It has settled over the into the landscape. B. ORGANIC FERTILIZER AND SOIL CONDITIONER - SHALL BE 'GRO- POWER' AND ORGANIC BASE MATERIALS COMPRISED OF DECOMiPOSED ANIMAL AND VEGETABLE d MATTER AND COMPOSTED TO SUPPORT BACTERIAL CULTURES CONTAINING NO POULTRY OR HUMAN WASTE. GUARANTEED ANALYSIS (5-3-1): NITROGEN 5%. P. TREES REQUIRED BY THE PRECEDING PARAGRAPH SHOULD MEASURE 2y INCHES CALIPER (MEASURED SIX INCHES ABOVE THE GROUND)),� SHOULD BE EVENLY SPACED; AND SHOULD Boulders to appear more weathered and angular in appearance, PHOSPHATE 3%, POTASH 1%. 50% HUMUS AND 15% HUMIC ACIDS. BE OF A SPECIES COMMON TO THE AREA, SUCH TREES SHOULD BE PLANTED IN PLANTERS OR MEDIANS SUFFICIENTLY LARGE TO MNNtAAIN THE HEALTH OF THE TREE AND SHALL BE Ensure that all river rack adjacent fo the sidewalks is flush and 4. GENERAL WORK PROCEDURES PROTECTED BY CURBING. rather than rounded or flat, and shall be free of Shafp edges. IO'!el 1�fitll the eleVOtI�3Tt of �tT walk. Flo or rounded beds itl�t A. LANDSCAPE WORK SHALL COMMENCE AS SOON AS THOSE PORTIONS OF THE SITE ARE AVAILABLE. CONTRACTOR TO UTIiJZE WORKMANLIKE STANDARDS IN l0 PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH DAY'S WORK„ ALL DEBRIS, MATERIALS, AND Q. SHRUBS SHOULD BE PROVIDED AS NECESSARY TO MINIMIZE THE PARKING AREA'S IMPACT ON ENTRANCE CORRIDOR STREETS. SHRUBS SHOULD MEASURE 24 INCHES IN HEIGHT. , , allow the racy to roll ontowalking SLII1BC+us are unacceptable 1■, TOOLS SHALL BE PROPERLY STOCKPILED OR DISPOSED OF. ALL PAVED SURFACES SHALL BE SWEPT CLEAN AT THE END OF EACH DAYS WORK. R. TREES OR OTHER VEGETATION SHOULD BE PLANTED ALONG THE FRONT OF LONG BUILDINGS AS NECESSARY TO SOFTEN THE APPEARANCE OF EXTERIOR WALLS. THE SPACING, SIZE, �r/ 5. WEEDING AND TYPE OF SUCH TREES OR VEGETATION SHOULD BE DETERMINED BY THE LENGTH, HEIGHT, AND BLANKNESS OF SUCH WALLS. 1""'r W [L,f A BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING, ALL WEDS AWED GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF AT THE JJ,„,�dt 'fit tt JJ � y j � ROCK. `'ll ROCK C " 4 U L H N "�` L 1 CONTRACTORS EXPENSE. S. SHRUBS SHOULD BE USED TO INTEGRATE THE SITE, BUILDINGS AND OTHER STRUCTURES, DUMPSTEJRS, ACCESSORY BUILDINGS AND STRUCTURES; "DRIVE THRU" WINCOWS; SERVICE r 1 a.+ I V ` [ "� 4L.VIT6. TOPSOILING AREAS; AND SIGNS. SHRUBS SHOULD MEASURE AT LEAST 24 INCHES IN HEIGHT. C3 SCALE IaTS A. CONTRACTOR TO PROVIDE A 4 THICK TOPSOIL LAYER IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER �s.,ALE pFIS TO PRODUCE A h UNSETIL.ED THICKNESS. TOPSOIL PRESENT AT THE SITE IF ANY MAY BE USED TO SUPPLEMENT TOTAL AMOUNT REQUIRED. CONTRACTOR TO T. PLANT SPECIES REQUIRED SHOULD BE AS APPROVED BY THE STAFF BASED UPON BUT NOT LIMITED TO THE GENERIC LANDSCAPE PLAN RECOMMENDED SPECIES U7, AND NATIVE T' FURNISH AN ANALYSIS OF ON -SITE TOPSOIL UTILIZED IN ALL PLANTING AREAS. ALIIUST PH AND NUTRIENT LEVELS AS REQUIRED TO ENSURE AN ACCEPTABLE PLANTS FOR VIRGINIA LANDSCAPES, GROWING MEDIUM. 7. SOIL CONDITIONING: U. THE FOLLOWING NOTE SHOULD BE ADDED TO THE LANDSCAPE PLAN: "ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE A. CULTIVATE ALL AREAS TO BE PLANTED TO A DEPTH OF 6'. ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISFOSED OF AT THE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT." CONTRACTOR'S EXPENSE. SPREAD EVENLY IN ALL PLANTING AREAS AND TILL (2 DIRECTIONS) INTO TOP 4' WITH THE FOLLOWING PER 1,000 SO. FT.: 20 POUNDS 'GRO-POWER' 100 POUNDS AGRICULTURAL GYPSUM` t�Qttr� 20 POUNDS NITROFORM (COURSE) 38-0-0 BLUE CHIP � • E . ► i : A� ��a t�!�KNck?�+� t. as � a a • r , �`Y �,iKi/kVAr;°;' SOIL MODIFICATIONS: A. THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6 TO 12 IN. OF MOST PLANTING SOILS TO IMPROVE THE SOIL'S ABILITY TO RETAIN WARR AND NUTRIENTS. USE COMPOSTED BARK RECYCLED YMD WASTE OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FRET: OF PIECES WITH IDENTIFIABLE LEAF OR � 601) STRUCTURE. AVOID MATERIAL WITH A pH HIGHER THAN 7.5. ( /� B. MODIFY USED IF ENOUGHSIIS AbMDEDETBRING 4T%HE COLNi�NT TBY O MORE DING COMPOSED OFPINE THE TOTAL MIXOIMPROVEYDRAINAGS IN�F(EAVY SOILS BYCP�NSAND ON RAISED MOUNDS OR BEDS AND INCLUDING SUBSURFACE DRAINAGE LINES. C. MODIFY EXTREMELY SANDY SOILS (MIRE THAN 85% SAND) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO) 30% OF THE TOTAL MIX. 8, PLANTING POSITION TREES AND SHRUBS AT THER INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE MRCHITECT BEFORE EXCAVATING PITS MAKING NECESSARY ADJUSTMENTS AS DIRECTED. A. OLANTING PiTS SHALL BE DUG KITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL !SHALL REST ON UNDISTURBED GRADE. EACH PLANT PiT SHALL IE BACK FILLED WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: 1 PART PEAT MOSS BY VOLUME 1 PART COW MANURE BY VOLUME LANDSCAPE STANDARDS AND GUIDELINES 12 LANDSCAPE STANDARDS AND GUIDELINES 13 LANDSCAPE STANDARDS AND GUIDELINES 9 3 PARTS TOPSOL BY VOLUME LONGHORN STEAKHOUSE LONGHORN STEAKHOUSE LONGHORN STEAKHOUSE 21 GRAB ABR�RPER 11GGAL PLLANTT � FOLLOWS: REVISED 04-20-2017 REVISED 04-20-2017 REVISED 04-20-2017 Issue Date: 08.27.18 3 TABL�fS PER 5 GAL. PLANT 4 TAFM PER 15 GAL PLANT REVISION INFORMATION LARON PLANTS (2 TWO TABLETS PER 1/2- DIAM. OF TRUNK CALIPER B. PREPARED SOIL SHALL BEIAMPED FIRMLY AT BOTTOM OF PIT. FILL PREPARED SOIL AROUND BALL OF PLANT 1/2 WAY, AND INSERRT PLANT TABLETS. COMPLETE I,v3LCi1E4Psil�Ei aEtt� } Tree wrap BACK FILL AND WATER THNOUGHLY. t REV. PER OWNER UPDATES C. ALL PLANTS SHALL BE ,ET SO THAT, THEY BEAR THE SAME RELATION TO THE REQUIRED GRADE AS THEY BORE TO THE WATURAL GRADE BEFORE BEING ,` f ��dT Av ,,,AN, kg} 4"_S* Diameter (dyer Rock (inside the REV 1 10/04j1$ KAK D. PREPARE RAISED EARTH MIN AS WIDE AS PLANTING HOLE OF EACH TREE. } f � rRe€�3A91LiiPNOiAA+G building pail) or 3" Minimum of REV- PER OWNER UPDATES E. WATER IMMEDIATELY AFTR PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTTURB BACK FILL AND TO THE r €��nFtzA�i�aa; sr=r►A EXTENT THAT ALL MATEPALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. ! 0 > h2rdtf ood bark mulch or as specified REV 2 11/26/18 KAK F. PRUNE ALL PROPOSED FREES DIRECTLY ADJACENT TO WALKWAYS TO A MIN. OF 7 BRANCHING HEIGHT. " Top of shrub rcotballs to be planted 9. GROUND COVER ( l_LL till Outlying plan( beds). H REV. PER PROTOTYPE UPDATES A ALL GROUND COVER A4FA5 SHALL RECEIVE A 1/4' LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING GROUND COVER. 1 - .high with soil mounding up to B. SPACING AND VARIEIYOF GROUND COVER SHALL BE AS SHOWN ON DRAWINGS. Y j ``� r. Top of edging to 611 2" above ti�it REV 3 02/08/19 KAK t C) Make Stye shall be one SLZe higher the is of rlaOtbli. C. IMMEDIATELY AFTER PUNTING GROUND COVER CONTRACTOR SHALL THOROUGHLY WATER GROUND COVER. -' ` lJ tr REV. PER OWNER CHANGES/COUNTY COMMENTS D. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE -EMERGENT BEFORE FINAL LANDSCAPE INSPECTION. GROUND COVER AREEAS SHALL BE WEEDED PRIOR than required for size of tree Refer ( Top of stale to be 1 below toga of edging TO APPLYING PRE -EMERGENT. PRE -EMERGENT TO BE APPLIED AS PER MANUFACTURER'S RECOMMENDATION. y£,� REV 4 04/24/19 KAK 10, FINISH GRADING = � to site1A ork S ecif eago is for 1 A. ALL AREAS WILL BE RECEIVED BY THE CONTRACTOR AT SUBSTANTIALLY PLUS/MINUS .1 FOOT OF FINISH GRADE. ` .+ p When used in masses- prune all B. ALL LAWN K PLANTING AREAS SHALL BE GRADED TO A SMOOTH EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF 'SURFACE, UNLESS OTHERWISE 17, approved roved rrlatsrlals and installation t{; Weed barrier and Pre -emergent herbicide DIRECTED BY LANDSCAPE ARCHITECT. SOIL AREAS ADJACENT TO THE NUILDINGS SHALL SLOPE AWAY. ; r' �; t shrubs to achieve a uniform C. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER. }: , � tt .. requirements. r h irTassAhei t_ 11. GUARANTEE ,-'-� � � � � '� � '�}j A CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM ACCEPTANCE OF JOB. OWNER TO SECURE A MAINTENANCE BOND FROM THE L�;s ' ,' q' " Hi !T SOiI blsllrTi tc f1Old 1NatE;r ' (�Q River Rock, see pl2nting detail CONTRACTOR FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE COMMENCEMENT OF THE GUARANTEE � PERIOD AND PASSES A FINAL INSPECTION BY THE OWNER OR OWNERS REPRESENTATIVE. �+_ u .r y 12. CLEANUP , •a fr Finished grade {see grading plalli 6 Diameter River Rack ](inside () A. UPON THE COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE All. MATERRAL EQUIPMENT AND DEBRIS � ' �. f'F ` RESULTING FROM HIS WORK, ALL PAVED AREAS SHALL BE BROOM CLEANED AND THE SITE LEFF IN A NEAT AND ACCEPTABLE CONI IRON AS APPROVED BY THE r' F F the building pads or l��iniT�ll�i of •� T To of netball nin.1 above OWNERS AU11DRIZED REPRESENTATIVE hardwood ocn bark mulch or S B. MAINTAIN TREES, SHRUBS AND OTHER PLANTS BY PRUNING CULTIVATING AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. /� finished Ti'.�hed grads TIGHTEN ANO REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITmONI AS REQUIRED. RESTORE OR � ? { a�sr�'+ r�Fsaa��+F ��r a� g E�Clfled 1i11 outlying 18rTt beds -" REPLACE DAMAGED WRAPPINGS. SPRAY WITH HERBICIDE AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. f , r Z) B & 8 or containerized (See TO FACErFiLITUFP-AIJIN� _ _ � �_ � � � � R �' WO C. MAINTAIN LAWNS BY WATERING, FERTILIZING WEEDING MOWING TRIMMING AND OTHER OPERATIONS SUCH AS ROWNG, REGRADING AND REPLANTING AS REQUIRED / ! TO ESTABUSH A SMOOTH, ACCEPTABLE LA`flN, FREE 6F ERODEb OR BARS AREAS. ,fled OiRiTiBt $s prk:-1�ntPret]t-_-:�I s ,ecificaiia la for root ball ` I= 13, MAINTENANCE (ALTERNATE BID) COST PER MONTH AFTER INITIAL 90-DAY MAINTENANCE PERIOD. / �` 9VURTC FLANTU EoLLE -�-- T + ) ?_- f A, i� Restaurant #: 5600 tfE 1 reguirlTle. -�nrACN P� h- herbicide shall be places under all I v=f = ; : -,� /2,f ��a mulched areas t Prepared planting sail as specified. _- - : = PLAN �� I - � t t- ; � LONGHORN I I r = � Stare par ManTacturees Y :'` ` ) i i' .�. Routballs greater than 24 diameter �.� Excavate entire bed specified far -:� ; � :� ; i ,_:_ - __._ ; : - LH 9 } _ shall be placed on Tnuund of �. B groundcover bed. i ! I 1 I ?'I- Iv= ! � Recc�rrlrTlenitaW�iol�s 1 I j I ; I ; -r Prototype current thru 06-15-2018 .` - r undislutbed soil to prevent saltl`ing. t mil -- I �'�..� �"` .� . • �, � - 1600 Rio Road East Roulballs smaller Man 24 in dia � �, 4 Minimum of topsloil to bring to l:-; y may sit Or1 compacted earth. finished grade (see grading plan}- Charlottesville VA 22901 irI LAAW TER car P.Q01 EiALC J Undisturbed subsoil "" 1. Bed edge shall be 5 black commercial aluminum or steel Prepared planting SQL ['7S SpeClfil;d. AUTHORIZED FOR: edging with 12" spines at Ton center maximum. PERMIT BID Jro 4 Note: �1lherl grounttccVeTs and 1. Final tree ,Making details and placement to be approved by owner_ 2. Rernr�vs bLJltap, ti�°ire and ski (anything that could girdle tree or restrict root T W f ":-_::R�'?:. shrubs are used in masses, entire 2. Install edging only In areas to separate river rack from mulch 9 gi �. CHARLOTTESVILLE VA growth). � l l=1 I i=1 I � �} `~ �-- °, bed to be amended with planting or turf, edging shall net be installed adjacent to sidewalks 3. See landscape notes for the k tpe of mulch material to use. sail rrix as specified, 3. Where edging terminates at a sidewalk, bevel Drawing 12" , Prude tree as ditected by landscape kchitatbor Owner. � or recess ends to prevent trip hazards_ p PROTECT YOURSELF 5. Branching height to ANSI standards. {C�t Scarify rootball sides and bottom. � f3 LANDSCAPE D S C A r E A,u. STATES REWIRE NDTIFlCA➢DON OF EXCAVATORS, DESIGNERS, OR ANY PERSON � LA N NOTES PREPARING TO DISTURB THE FARM'S SURFACE ANYVYNERE IN ANY SGTE t TREE PLA�NTHN SHRUB & RO DCOS E PLANTING eT+�, + ��� � MET �q L D Epay I ti ' 1 WALE: I TS aCALE; HTS 41 '1 1 [ Y 80A LE, METAL t✓ & DETAILS �wkfg Cd wan yoodo.t Q1�lCtlOtd t f CttURNRENEE f `Q Gttit[tN FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: ` * + a ov : a ` �A&;ritevtt L 2 WWW.CALL81 l .COM M.