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ARB201800153 Plan - Approved 2019-05-06
—PROTECT YOURSELF ' � ' � - 1 11 11 11 11 'D T EMIN 0"'O� LE TRAI (SR 2 90') & EAST IX-10 ROA fqllllllII,,0 MAGISTERIAL D �S ALB MARLE COUNTY v IR'*� IN AREA MAP I" : 200' Saw N-1 LTANTS P"' DYNAMIC _EN____GINEED1TNG CONS -TUT *cc 1904 MAIN STREET LAKE COMO, NJ 0771 WWW.DYNAMICEC.COM I COVER SHEET CM SURVEY (BY OTHERS) C1.2 GENERAL NOTES C2.1 DEMOLITION PLAN/TREE CONSERVATION PLAN C2.2 SITE PLAN C2.3 GRADING PLAN C2.4 DRAINAGE & UTILITY PLAN A C2.5 DRAINAGE & UTILITY PLAN B C2.6 UTILITY PROFILES (S-IORM) C3.1 UTILITY PROFILES (SANITARY) C3.2 UTILITY PROFILES (SANITARY) C3.3 LIGHTING PLAN C4.1 LIGHTING PLAN DETAILS C4.2 CONSTRUCTION DEFAJLS C6,11 CONSTRUCTION DETAILS C6,2 CONSTRUCTION DETAILS C6.3 CONSTRUCTION DETAILS C6.4 CONSTRUCTION DETAILS C6'5 SOIL BORING, LOGS C7.1 VEHICLE CIRCULATION PLAN (WB-57) C8.1 VEHICLE CIRCULATION PLAN (REFUSE) C8.2 LANDSCAPE PLAN LM LANDSCAPE PLAN NOTES & DETAILS L1.2 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT#: 35651.000 JOSEP MM ONE PROFS I ONAL kNGINEER VIRGINtLICENSE 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 Drawing DENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED BASED ON REFERENCES INCLUDING: ALTA NSPS LAND TITLE SURVEY FIR ORDER LLC 4383 HECKTOWN ROAD, SUITE B BETHLEHEM PA 18020 PROJECT ND. 6262 2. APPLICANT: 1000 bARDEN CENTER DRIVE ORLANDO, FL 32837 3. PARCEL DATA: SEMINOLE TRAIL (SR 29) & EAST RIO ROAD PARCEL ID 06100-00-00-13200 RIO MAGI RIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 4. ZONE: PLANNED DEVELOPMENT SHOPPING CENTER (PD-SC ZONE) 5. EXISTING USE: PARKING AREA USE} (§ 18-22.2.1A.2.) 6. PROPOSED USE: EATING ESTABLISHMENT PERfT (§ 18-22.2.1B.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 PROP05ED MINIMUM LOT AREA [1] 1 AC. 12.56 AC. (546,937 SF) 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 SO IMPERVIOUS COVERAGE CALCULATION N/A 88.0% (79,127 SF) 71.8% (64,625 SF) [[11] LOTS IN VILLAGEjjNEIGHBORHOOD CENTERS SHALL HAVE A MINIMUM AREA OF 1 ACRE AND MAXIMUM OF 5 ACRES, IN COMMUNITY CENTERS A MINIMUM AREA OF 5 ES AND A MAXIF,iLI ACRM OF 30 ACRES AND IN REGIONAL CENTERS A MINIMUM AREA OF 30 ACRES. (§ 18-25.3) 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 SIDE OF THE RIGHT-OF-WAY IS REQUIRED.(§ 18-4.20) IF THE ABUTTING LOT IS ZONED COMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT [3] 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) THE THE MMUM SETBACCKK SHALL NOTSHALL BAPPLY TO AFROM YO OT ABUTTING A PRINCIPAL ARTERIALIGHT-OF-WAY OF THE S HIGHWAY EDG(§ 18-4: 0) EWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT -OF -WRY. 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. (§ 18.4.12.17D) 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. 4§ 18.4.12.15G� D. THE MINIMUM SEPARATIO OF PARKING EA 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 ANY CASE, THE MINIMUM SEPARATION SHOULD NOT BE LESS THAN ONE (1) CAR LENGTH FOR THE MOST MINIMAL USE. (§ 18-4.12.15H. E. FOR PERPEN ICULAR PARKING THE MINIMUM SPACE AND AISLE WIDTH SHALL BE TEN (1O) FEET BY EIGHTEEN (18) FEET WITH A TWENTY (20) FEET AISLE WIDTH OR NINE (9) FEET BY EIGHTEEN (18) FEET PARKING STALL WITH A TWENTY-FOUR (24) FEET WIDE AISLE. (§ 18-4.12.16C.T.) F. TURNING RADII SHALL BE LIMITED BY THE REQUIREMENT TO MAINTAIN ONE HUNDRED j100) FOOT SIGHT DISTANCE. TURNING MOVEMENTS FOR DELIVERY VEHICLES OR OTHER EXPECTED TRUCK TRAFFIC SHALL BE EVALUATED BY THE COUNTY ENGINEER USING AASHTO SINGLE UNIT TRUCK STANDARDS OR OTHER AASHTO STANDARD VEHICLE AS APPROPRIATE. (§ 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 (6� FEET. (§ 18-4.12.16E.) H. VEHICLE ACCESS AISLES THAT ARE NOT ADJACENT TO PARKING SPACES, SHALL NOT EXCEED A GRADE OF TEN (10) PERCEE . (§ 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 THE STREET OR ROAD BEING INTERSECTED. § 18-4.12.176) J. THE MINIMUM TRAVELWAY WIDTH FOR TWO-WAY ACCES AISLES SHALL BE TWENTY (20) FEET. § 18-4.12.17C1 K. WHEN THE CALCULATION OF THE MINIMUM NUMBER OF REQUIRED PARKING SPACES RESULTS 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 SO-(13 PARKING SPACES 1,000 SF = 71 SPACES TOTAL PROPOSED (WI HIN LEASE AREA) = 131 SPACES (COMPLO) 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 206,000 4.75 200,001 TO 600,000 4.50 600001 TO 750 000 4.75 750:001 AND LARGER 5.00 0. PARKING CALCULATION ('570,653 SF + 5465 SF)*(4.5 SPACES/1,000 SF) = 2,593 SPACES TOTAL PROPOSED (SHOPPING CENTER) = 2,921 SPACES PROVIDED (BASED ON EX. INFORMATION LBY 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 IIPERCENT. (§ 18-4.12.4A) EFORE: 71 SPACES X 1.2 = 85 SPACES TOTAL PROPOSED = 131 SPACES ( IRED FOR OVEIIIALL MWNG COM PARKING) 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; (§ 18-4.12.13C) B. LOADING SPACES SHALL BE A MINIMUM OF TWELVE (12) FEET IN WIDTH, FOURTEEN AND ONE-HALF (14 1Q 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 SPACES SHALL BE DELINEATED IN A MANNER THAT IDENTIFIES AND PRESERVES THE REQUIRED DIMENSIONS WITH 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 (4,000) GROSS SQUARE FEET OR MORE SHALL PROVIDE A DUMPSTER PM 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 FRONT WHEELS OF A TRUCK SERVICING THE DUMTE§R WILL REST) ON THE CONCRETE, F. TTHE SITE NOCASE BE DESIGNEDSOSO TTHATFSATORMW TITER D©EES NOT RUN THAN EIGHT DRAINS AWA`° FROMFRONT REEAS WHERE DDUMPSSTTERS( AIR E LOCATED B� 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 SHALL BE SCREENED FROM THE ADJACENT RURAL AREAS ZONING DISTRICT. (§ 18-32.7.9.7A1)B. - ) C. FEATURESSSATHAT MAY SHAVE NaGATFOUR 1VE VIU)AL TMPEACTSRNCLUDING, BUTORE SHALL BNOT LIMITED TO, FROM LOADINGAREAS SAND RELFUSEAND AREAS; S AFLL BESSCIREENETS 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 ROUTES - RUNNING SLOPE: 1:20 (5%)) MAX. (4.5% MAX. FOR NEW CONSTRUCTION CROSS SLOPE: 1:4$ (2.08%) MAX. 1.0% MIN. (1.5% MAX. FOR NEW C NSTRUCTION) - INTERSECTION SLOPE: 1:48 (2.08%) MAX. IN ALL DIRECTIONS (1.5% MAX. FOR NEW CONSTRUCTION) - CHANGE IN LEVELS: Ya" MAX. HEIGHT OR > - MAX. HEIGHT WITH BEVELED EDGE BEVELED EDGE SLOPE OF 12 50% MAX. - GAPS: X2" MAX. WIDTH ELONGATED OPENINGS SHALL BE PLACED SO LONG DIMENSION IS PERPENDICULAR TO P TH F TRAVEL CURB RAMP - SLOPE 1:12 (8.3%) MAX. (7.4% MAX. FOR NEW CONSTRUCTION) - SIDE FLARE SLOPE: 1:10 10%) MAX. (WHERE PEDS CROSS RAMP BOTTOM LANDING:"48" MIN. LENGTH; WIDTH 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. (2.08%) CROSS SLOPE (1.5% MAX. FOR NEW CONSTRUCTION) AND 1:20 (5%) RUNNING SLOPE (4.5% 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) GROSS SLOPE: 1:48 (2.08%) MAX. (1.5% MAX. FOR NEW CONSTRUCTION) - CHANGE IN LEVELS: Y" MAX. HEIGHT OR }�" 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 PPATTHH OF TRAVEL SLOPE: 1:12 (8.3%) MAX. (7.4% MAX. FOR NEW CONSTRUCTION) - EXISTING RAMPS; SLOPE: 1:10 (10%) MAX. FOR RISE OF V; 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) 1, 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, THEN 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, RATHER 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 ANY 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 POSSIBLE. 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. PRIOR TD STARTING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION) SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL 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 FORTH 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 ANY DISCREPANCY BETWEEN SOILS REPORT & PLANS. 17. SITE CLEARING SHALL INCLUDE THE LOCATION AND REMOVAL OF ALL UNDERGROUND TANKS, PIPES, VALVES, ETC. 118. 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 INDEMNITY 6BLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH DYNAMIC ENGINEERING CONSULTANTS P.C. WITH CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING TiiE ENTIRE PERIOD OF CONSTRUCTION, IN ADDITION ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS DYNAMIC ENGINEERING CONSULTANTS, P.C. AND ITS S&ONSULTANTS FROM AND AGAINST ANY DAMAGES LIABILITIES OR COSTS INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BY EMKOYEES OF THE CONTRACTORS. 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 INCLUDING BUT NOT LIMITED TO CO RUCTION MANS METHODS SEQUENCE TECHNIQUES OR PROCEDURES NECESSARY FOR ONTPERFORMING p��� SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY AN REGULATORY AGENCIES. DYNAMIC ENGINEERING CONSULTANTS, P.C. AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY 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 JOBSITE SAFETY. DYNAMIC ENGINEERING CONSULTANT'S, 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. 125. DYNAMIC ENGINEERING CONSULTANTS, P.C. SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS SUCH AS SHOP DRAWINGS PRODUCT DATA SAMPLES AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER I TRADES OR CONSTRUCTION SAFETY PRECAUTIONS ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DYNAMIC ENGINEERING'S REVIEW SHALL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT I DYNAMIC ENGINEERING CONSULTANTS P.C. HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. DYNAMIC ENGINEERING CONSULTANTS P.C. SHALL NOT BE RESPONSIBLE FOR AY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION OF DYNAMIC ENGINEERING CONSMANTS, P.C. IN WRITING BY THE CONTRACTOR. DYNAMIC ENGINEERING CONSULTANTS, P.C. SHALL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 26. IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOWING THE COMPLETION OF THE PROJECT DYNAMIC ENGINEERING CONSULTANTS P.C. AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES BETWEEN THEMA ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THE PROJECT SHALL BE SUBUITTED TO NONBINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREE OTHERWISE. 27. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE P I AND TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION IN ALL AGREEMENTS WITH THEIR I SUBCONTRACTORS SUBCONSULTANTS SUPPLIERS AND FABRICATORS, THEREBY PROVIDING FOR MEDIATION AS THE PRIMARY MIETHOD FOR DISPUTE RESOLUTION BETWEEN THE PASTIES TO ALL THOSt AGREEMENTS. ROJECT 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, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND IT SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CONNECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 29. ALL TRAFFIC SIGNS AND STRIPING SHALL FOLLOW THE REQUIREMENTS SPECIFIED IN THE MANUAL ON "UNIFORM TRAFFIC CONITROL 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 WE FINAL FLOOR PLAN DRAWINGS FOR THE BUILDING AT THE TIME OF SITE PLAN 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 CO STRUC110N NOTES GENERAL N 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, AI PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMEINTS 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 PLAIN AND SHALL BE INSTALLED PRIOR TO ANY 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 (HORIZONTALVERTICAL). 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 S70RMWATER 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 15 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 ITOP 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. 1O.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 ��ATMI IN 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 f0 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. EXISTING GAS SERVICE NOTE: CONTRACTOR TO LOCATE AND UTILIZE EXISTING GAS SERVICE CONNECTION IF FEASIBLE. OTHERWISE REMOVE EXISTING GAS SERVICE LINE IN ACCORDANCE WITH THE LOCAL GAS COMPANY REQUIREMENTS. TERMINATION AT THE MAIN MUST BE APPROVED BY THE LOCAL GAS COMPANY PRIOR TO COMPLETION. ANY NEW SERVICE IS TO BE COORDINATED AND VERIFIED FOR LOCATION WITH THE LOCAL GAS COMPANY. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED STREET OPENING PERMITS FOR REMOVAL OF EXISTING SERVICE AND INSTALLATION OF NEW SERVICE. SANITARY SEWER SERVICE NOTE: CONTRACTOR TO LOCATE AND UTILIZE EXISTING SEWER SERVICE CONNECTION IF OF ADEQUATE: SIZE AND INTEGRITY AND ACCEPTABLE TO LOCAL SEWER OTHERWISE CONTRACTOR TO REMOVE EXISTING SEWER SERVICE LINE AND CAP AT MAIN IN R.O.W. IN ACCORDANCE WITH THE LOCAL SEWER AUTHORITY REQUIREMENTS. TERMINATION AT THE MAIN MUST BE APPROVED BY THE LOCAL SEWER AUTHORITY PRIOR TO COMPLETION. IF EXISTING SEWER SERVICE CAN NOT BE UTILIZED THEN THE NEW SERVICE IS TO BE COORDINATED AND VERIFIED FOR LOCATION WITH THE LOCAL SEWER AUTHORITY. CONTRACTOR SHALL OBTAIN ALL REQUIRED STREET OPENING PERMITS 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. 8. 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 %EMENT, 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 ANY EXPLOSIVES WITHOUT PRIOR WRITTEN CONSENT OF OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. 12. CONDUCT DEMOLITION SERVICES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS STREETS WALKS AND OTHER ADJACENT FACILITIES. DO NOT CLOSE POR ROVIDETAL ALTERNATE ROUTES LAROU°SOU CLOSED OR OBSTRUCTED FACILITIESWITHOUTW APRIOR REQUIRED N BY APPLICABLE GOVERNSION OF MENTAL REGULAD ANY TIONS. GOVERNMENTAL AUTHORITIES. 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 M6 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 UNDERTAKE INHORIZONTAL ORDER NOT EXCEEINENSURE INCHES AREAS LOOSE DEPTH FILLED ARE COMPACTFEACH LLIAYERWATEP�ACEMENT�TOZ95%MOPTIMUM TRASH MSI'TYDEBGRADELTHE SURFACE TO MEET 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 AUTHORIZED BY THE FIRE DEPARTMENT OR OTHER APPROPRIATE REGULATORY AGENCIES AND AUTHORITIES. 17. DISCONNECT, SHUT OFF AND SEAL IN CONCRETE ALL UTILITIES SERVING THE STRUCTURE(S) TO BE DEMOLISHED BEFORE THE COMMENCEMENT OF THE DESIGNATED DEMOLITION. MARK FOR POSITION ALL UTILITY DRAINAGE AND SANITARY LINES AND PROTECT ALL ACTIVE LINES. CLEARLY IDENTIFY BEFORE THE COMMENCEMENT OF DEMOLITION SERVICES THE REQUIRED INTERRUPTION OF ACTIVE SYSTEMS THAT MAY AFFECT OTHER PARTIES, AND NOTIFY Ail 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. NOTES 1. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR SHALT. 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. 11 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 SHALT 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 SCHEWATIC 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 Wj ARCHITECTURAL PLANS FOR EACH INDIVIDUAL BUILDING. ALL ROOF LEADER COLLECTION PIPING SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE DESIGNATED. 12. ALL SEWER AND 'WATER FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATORY AUTHORITY'S RULES AND REGUILATIONS. 13, ALL PROPOSED UTILITIES TO BE INSTALLED UNDERGROUND UNLESS OTHERWISE NOTED. 14. MANUFACTURED REINFORCED CONCRETE STORM PIPE TO CONFORM TO ASTM C-lfi CLASS Ill UNLESS OTHERWISE DESIGNATED . MANUFACTURED REINFORCED CONCRETE ELLIPTICAL STORM PIPE TO CONFORM TO ASTM C-507 CLASS HE -III UNLESS OTHERWISE DESIGNATED. REINFORCED CONCRETE STORMWATER PIPE TO BE INSTALLED IN ACCORDANCE WITH AMERICAN CONCRETE PIPE AS§OCIATION INSTALLATION GUIDELINES AND MORTAR OR PREFORMED FLEXIBLE JOINT SEALANTS ACCORDANCE WITH ASTM G 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. HOPE DRAINAGE PIPE SHALL HAVE A SMOOTH WALL INTERIOR WITH ANNULAR EXTERIOR CORRUGATIONS AND CONFORM TO ASTM F2306. 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. HOPE 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 D3212 AND ASI<M F477. FIELD WATERTIGHTNESS PERFORMANCE VERIFICATION MAY BE ACCOMPLISHED IN ACCORDANCE WITH ASTM F2487. HP PIPE SWILL 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. aRADINti NOTES 1. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SETT FORTH IN THE SOILS REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT YIIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER A.S.T.M. TEST D-1557. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED SOILS ENGINEER REGISTERED WIITHIN THE STATE WHERE THE WORK IS PERFORMED VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. 2. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO (COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR T4 ENSURE 0.75% MIN. SLOPE AGAINST ALL ISLAND GUTTERS CURBS AMID 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 IDENTIFIED TO HE 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. FIEUD 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 ANY 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 PORTIONS OF ACCESSIBLE ROUTE, 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 CONSTRUCTION. 9. THE OWNER SHALL RETAIN DYNAMIC EARTH, LLC (908-879-7095OR ALTERNATE QUALIFIED GEOTECHNICAL ENGINEER TO TEST SOIL PERMEABILITY AND PROVIDE CONSTRUCTION PHASE INSPECTIONS OF THE BASIN BOTTOM SOILS AND ANY FILL MATERIALS WITHIN ANY PROPOSED INAILTRATION OR RETENTION BASIN TO COMPARE RESULTS TO DESIGN CRITERIA. 10. CONTRACTOR IS TO REMOVE EXISTING UNSUITABLE OR OVERLY COMPACT SOIL OR ROCK AS NEEDED TO ACHIEVE REQUIRED PERMEABILITY AS DIRECTED BY THE OWNERS GEOTECHNICAL ENGINEER, AND NEW FILL, IF NEEDED, SHALL HAVE AN IN PLACE PERMEABILITY GREATER THAN OR EQUAL TO THE DESIGN CRITERIA. 11. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE OWNER'S GEOTECHNICAL ENGINEER PRIOR TO ONSET OF CONSTRUCTION TO SUBMIT AND CONFIRM THE CONTRACTOR'S PROPOSED 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. 1 Elm Street Suite 500 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT#: 35651.000 1921111 1, ] L Nff�= PROFEIONAL IENGINEER VIRGIN A LICENSE No. 51627 Jab #: 2627-99-002 Issue ©ate: 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. 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I1111�� -20 DEMOLITION PLAN LIKOENZ, TPP iPF PROPOSED LIMIT OF DISTURBANCE LINE PROPOSED TREE PROTECTION FENCE EXISTING IMPROVEMENTS TO BE REMOVED UNLESS OTHERWISE NOTED EXISTING ASPHALT PAVEMENT TO BE MILLED ,& OVERLAY AS NECESSARY GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 INCH = 20 FT. 80 ij INSET A F RCft H DESIGN WORLDWIDE 311 Elm Street Suite 500 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT #: 35651.000 i JIGSEPH . P ONE PROFS ZONAL NGINEER 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 CHARLO TESVILLE VA STOW MH M SW BUZ" (A60PE rt J Seftaac ffm per Scheme 4 Plan', prqxred by GH4 4, dated 0610712OU r id 01 "I slbw MH Mw O— C. C 00f 7 f j Lr— CONC MONO UAf/ STEPS Ku S 4,7043" E 316.4 all A PROTECT YOURSELF ALL SPATES REQUIRE H011FICATION OF EXCAVATORS. DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EWR-I'S SURFACE ANYWHERE IN ANY STATE CA4 APPROX. LOA\.V W R*TIC DEME EAS" PER D.B. 1314, Pa & D.B. 4594, Pa 65 Now wwft w STORAI MH Wbow Yom 4 FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: 57aW WWW.CALL81l.COM 0 . Wwl : MH am = Af 94 00, m1w" STOP SIGN h I � "TZ11 61 lei k, 0 N ffl iffi� WiNyLlItt -Iftill 5' WE YARD B—UM A--35.34' R=45.00' A=ff59'47' CHB=S 71*46'51 * E CONC. tliuJ CHD=34.44' S 49-16'58- E 23.731 AULACE EXISIFING ASPHALT MVEMENT AS NECESSW PARCEL ID: 06100-00-00-13200 LANDS N/F CV ASSOCIATES D.B. 1908 PG. 726 solo almm- mw do so 242.42' APPROX. LOC4WN 10' Ill EASEMENT O.B. 1690 Pr. 651 V IL I — -- -- -- � SITE AND PAVEMENT LEGEND GRAPHIC SCALE -20 0 10 20 40 ( IN FEET ) 1 INCH = 20 FT. 80 F R Cowo H DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 5132413000 www.frch.com ARCHITECTS PROJECT #: 35651.000 JOSEPT70NE I �IONAL kNGINEER PROFS VIRGIN GIN 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 I Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID Drawing 'S51 T E mr LA fr; 4,91i I 'no 5;o1ffl .r 49 J.42 431.52 9 1Ic 'w or WI, WAI =4. m ac pom�') -j. 15C W2 40 fx 1 P tw PROP. DROP INI "-XU STORM STR. 12 50 T, 04 GRT INY IN (151: 1 4 mm 11w OUT (181.4 M.E.496w: M. 4 TW. 493.00 K, G1_- M.F- 41, "K .0 PfR R1w WiNG 490.00 489.85 L- 4679, PG. 554 TW: 490.00 GL- 489.75 44 N 44N _41 TW- 494_00 i 481-'l S 0! AP I U GL. M.E. 3 PROP. DROP INLET STORM SIR. 13 GRT- 493.60 INV IN (181: 490.26 INV IN (6): 490.26. k 1,INV OUT (181.490.26 494 _RCP 2C _11yl I j G: 494.50 RIM-487.56,, W 6 N X IN i (C) = 482,36 1� I . . -, 4 !NV (d) = 461.46 I 1� '49 -1 3"U ILI N165 M 50 -1 Er, wm 7 ('-50126 rf Ql& �c 5,10 PROP. DROP IN STORM STR. 11 5.50 GRT: ).45-771 ww�vrrrllw IN (61: -INV OUT (151-.1 145 1M �XgAn Pic 5-04.7 If' F;041� 5v." 00 91C 17 E 310 '4 '11" - x,y<, I- IP. 4" TRASH LOSORE DRAIN I STR. 159 494 ""rfTi;416.43 k In 0AIR _fc 4 . 9 L ell d-1 41 Iwo TQ 4,v. C" HQ 497WU') C3 6_1 07,62 4!5125 9_ 4T2, 9 1j x 4 s'6 4 4u X sc ir kY 495,S5 M 41654 MEW X M511- X meow P11 4 r"W I 9 ° ju: 4v4.DU X 494,47, TC: 494.68 �43 • 4 G: 494.18., X 494 1 4 TC: 494.68 P111 4937" LMM 49+. r-- 494.18 .4 0 rN AGII X mi YW L6:11,, A 455A3 - - 4`1.'�5.4 1494.0 43.29 `90 I 1`� , _T1111 -4. A. - 493 59 X - V14 7- G: 492.75 4216f 4W417 .4. I 4TL 182 G: 492.15 3 I �11)_,Lj___ - " G __1K 492.26 4 2 ITrrrxr X 9 RLT KL AND nMFFN SIGN MS " , EASa f 41,25 PER D.B. 4679, Pa 5U AD P492.35 492 -SEChMIN 49 MG NM HH. 491.23 !c 0129 > X 491 4V1 1,4121 X 43i ib v 2, is --PARCEL ID: 06100-00-00-13200 X LANDS N/F 41, 10 41-1- o- PROP. VO SM. MH CV ASSOCIATES SAN STR. 125 1908 P. 726 M: 489.00 491) RI 491 , X 4��_17 IW IN (81: 485.60,'L26 46126 INV OUT (81: 485. 60 A x i.H491� 490 X 489 X 489 PROP. CURB DROP INLEr, 77 PROP. CURB DROP INLET SM STR. 14 STORM STR. #I I TC: 4M.50 G: 488.00 TC: 489.42 X 14N31,1B 488.92 . ...... X x __jINV OUT (151.482.71 INIV IN (181: W62 INV OUT (181-484.62 489 X 488 489 X 1A 73F T &67 489 >/ X, FtW 7, WOIM, CWTRCCM M"Eff Ir 4"'kIA" 65 PER D.0 4594, PG. 00 4RR PROP. CURB DROP INLET 2 INV\ tl 4 J 4v STORM STIR. #12 K 50 AV 6 TC: 4N. N; �6, C-1 ,Sri , qt, Te, 481.46 IG: 486.00 487 A Be ip I R, x INV IN (151: 482-10 X W OUT (151.482.10 Ic 186,1,8 Mu.0 iu, 46u" mX W, !2 Ic t M&GI 8C 4-05.9,. f -,j A G. 'K 1311 41XY26 IMLW FAMW E400ff AND 14 CMW TaOWOW COMPAMY OF WRCM D 1 4 CH&Rnm Aft 14594 PG. 165 TP w 0_7 OC' 17�KM 1 Ei'2,94 X7,23 1 .1 - - _ 11 K, .. I'll __ 1'� 11 111 1� 1 1 R. CURB DROP INLET 67 K15 I'm 487 . C, " ;. � - - PROP. 4'$ STORM MH I I- L20 486.90 607 170 STORM STR. 138 1C 4t V 77 486.40 RIM: 485.00 IN (181: 481.66 M, 44 PROP. INLINE CDS W IN (151: 481.82 OUT (181-.481.66 CONTECH MM r INV OUT (151:481.821 _TA 77 STORM STR. 137 - 46 0 RIM: 05.59 TC X 4iM,17 Ic fflm 0 INV IN (151: 481.98 4 way INV OUT (151:481.98' �3.83 0 T' ic 24 1 PROP. INLINE CDS CONTECH MTD STORM STR. 16 _47f.17-Mv- RIM- 484.44 ,7, !�� TC Q112 4 & tij�-: 11T; 4WIM M 4K,T,) 1 . 30 INV IN (181: 477.62 le :$�, Be 1 28 N, 8F, i ric 412.12 1`-, 'TV 0.1 � 10 16 A 1w OUT (181:477.62 'N Mwp. CONSMwTo EASEIIAW 4&1'95 TIC 4WTS51 rnp rArMAAWrvi '4482,39 X PD? 0.9 4679, PG-.. 554 t I 47602 X x j r > )4' sc -a,17,0 10 479M Fe, 4n�7 RIM=484.57 478.27 BC G132 'K2.7 K INV (a) = 480.57 k GV V129 112-111 439.92 "I.PO rK: 47k!23, 4 7 9 4026 -7, 1W. (h) = 480.47 1 1 I - m 4sl_m 0.14 -.1 TC 48,317 APPROX. LOGA K ��2710 VDOT nolm RIM=4 39 MR 016 DEWCE FASEdtfM 1 a n INV. (DU RIY=479,51 T, QXI-M PER Da 13 4, Pa D.B. 4594, PG. 65 INV. 47J.29 INV (b) = 472.81 W 94.00, 482.37 smw W 47961 a ,v MAN v 1� 9 S7 ON Mi 4 47129 V (b) 4A3.25 *)ZRY41. 4121.0 ,177,75 Rlh1=478.47 STOW UH I'll, A--77.V RIU=478.05 I N 923w W R=188.24! 6r TRASH ENCLOSURE INSET SCALE: 1" = 10' GRADINa/UTILITY 43RAPHIC LmaEND PROPERTY LINE (PARCEL IN QUESTION) - - - OFF-SIJE PROPERTY LINES EXIST. CABLE LINE EXIST. SPOT ELEVATIONS PROP. GRADE SPOT ELEV. c PROP. CABLE LINE fi1 qvj EXIST. GUTTER ELEV. TC: 0""0 -E- -E- EXIST. ELECTRIC LINE X IV; 990 EXIST. TOP OF CURB ELEV. IG: 000.00 PROP. TOP OF CURB & FINISHED GRADE ELEV, _E E- PROP. ELECTRIC LINE 11 f T-1 & 9) EXIST. FINISH FLOOR ELEV. PROP. FINISHED FLOOR ELEV. Fo Fo EXIST. FIBER OPTIC LINE X W; it EXIST. GARAGE FLOOR ELEV. TW: 000.00 PROP, TOP OF WALL & ANISHED GRADE 0 LOW SIDE FO PROP. FIBER OPTIC LINE xr EXIST. FIRE HYDRANT GL 000-00 OF WALL (ACTUAL BOTTOM OF WALL FOOTING TO wv BE ESTABLISHED BY WALL DESIGNER) -FUEL- -FUE1- EXIST. FUEL LINE D4 EXIST. WATER VALVE FUIEL- PROP. FUEL LINE ov >4 EXIST. GAS VALVE TC; 000.00 PROP. TOP OF EXIENDED CURB, (GH) FINISHED GRADE CM GH: 000.00 0 HIGH SIDE OF EXTENDED CURB & FINISHED aH oH EXIST, OVERHEAD WIRES 13 EXIST, GAS METER GL: 000.00 GRADE 0 LOW SIDE OF EXTENDED CURB �GQ OH PROP. OVERHEAD WIRES 13 01( EXIST, ELECTRIC METER T- - T- - EXIST. TELEPHONE LINE - Ebox EXIST. ELECTRIC BOX PROP. DIRECTION OF DRAINAGE FLOW ARROW _T 7- PROP. TEL LINE 640 EXIST. CLEAN OUT UGET - - UGET - EXIST. UN[DERGROUND ELEC./TELE SERVICE 0 EXIST, WELL PROP. WATER VALVE (NO. & SIRE OF CONDUITS NOT DEFINED) 4w 0 EXIST. WATER SHUT OFF VALVE PROP. GAS VALVE UGET PROP. UNIDERGROUND ELEC./TELE. SERVICE 0 EXIST. TELEPHONE BOX (NO. & SIIZE OF CONDUITS NOT DEFINED) 0 EXIST. CABLE TV BOX W_ - W_ - EXIST, WATIFER LINE � EXIST. UTILITY POLE 1OW14 PROP, STORM CLEANOUT w PROP. WATER LINE EXIST. GUY WIRE 0-,_ PROP. SANITARY CLEANOUT _S_ _S_ - a? EXIST. SANITARY SEWER LINE EXIST. LIGHT POLE - - - - - EXIST. BUILDING LIGHT S S_ EXIST. SHOE BOX LIGHT PROP. AREA LIGHT PROP. SAINITARY SEWER LINE EXIST. COBRA LIGHT POLE LK PROP. OUTLET CONTROL STRUCTURE EXIST. STORM DRAIN LINE A PROP. STORM DRAIN LINE EXIST, TRAFFIC SIGNAL POLE @ PROP. DRAINAGE MANHOLE EXIST. MINOR CONTOUR & ELEVATION EXIST. MANHOLE @ PROP. SANITARY SEWER MANHOLE EXIST, MANOR CONTOUR & ELEVATION � EXIST. "A" INLET PROP. W INLET ON EXIST. 'B* INLET e PROP. 'B' INLET )0( PROP. 171P41SH GRADE CONTOUR & ELEVATION 0 EXIST. "E" INLET [3 PROP. 'E' INLET EXIST. MONITORING WELL 0 EXIST. YARD INLET PROP. YARD INLET I= EXIST, FLARED END SECTION APPROX, TEST PIT LOCATION EXIST. HEADWALL PROP. FLARED END SECTION PROP. HEADWALL -20 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 INCH = 20 FT. 80 Ar 0 DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT#: 35651.000 R W'* PROFErIONAL ?ENGINEER A v 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 I Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID 1i NIM= UU.0 �T c 1, .z �L RI TAKING p PER D.B. 4679, PG 54 >3 } M3 x 1 1 PROP. DROP INLET 1 STORM SM. 13 .� GFTT: 493.80 q INV IN (181: 490.26 INN IN (61: 490.26 1 INV ni it if 1 RM)- lAn-9PS I r r I PROP. DROP INS Ru STORM STR. 12 CRT=501.04 GRT, 4 INV IN (151: 4 �- INV OUT (181. VJDOT MIPOW STORK( AN CONSTRd1CRDA{ FASEWDU RIM=481.36 i PER Aa 4594, PG. 065 INV (o) = 4 .361 !NV (b) = 47 81 1 PROP. CURB DROP INLET STORY STR. 15 TC: 486.90 G: 486.40 w. INV IN (181: 481.66 INV OUT (181-481.66 18" � RCP 21 LF A � 1 19,22Z 'SL STM SEWER CONITECH MTD STORM STR. 16 RIMI: 484 ' 1 INN IN (181: 477 - 1 INV OUT f 181:477 .i'Y"7-I X LOCA MT TRAFFIC Ili DE ME EASFMMr PER D.H. 1314, PG 1) B 45.94, PG. 65 smwLw RIM=478.05 UN ONK WN M4 RLAL INV. (0) = 473.0 UNKNOWN INV (b) = 473.02 (a) TRAMC CONTROL DEMCE OR OThER CONSTRUCTKMVd EASDAWT t PROP. DROP INLET STORM STR. 1 S 49'07'43" I~ 316.18' CRT. 493.90 �- ®- INV IN (6' ): 490.90 PROP. 6' HDPE ROOF IW OUT (151.490.90 LEADER 0 1.00% SL (IYP.) 6" SDR-26 PVC SAN. LATERAL 0 MINI 1.04% SL PROP. 'BAN. C/0 :, � y / INV 6 : 489.98 �' v 3' SDR-26 PVC SAN. LATERAL 0 MIN. 2.08% SL a PROP, SAN. C/0 q,CP� INV (61: 489.28r ,,a, 4 ' 4' SDR-26 PVC SAN. LATERAL X1 0 MIN, 2,08% SL I.I ; ROP. INV (6' : 490.00 PROP. SAN. C/O ::.. :PROP. INV, (6' 49153' g PROP. INV, 3 490.00'r'`-;b 3 SDR-26 PVC SAN. LATERAL .PROP. NV. (4"). 490 00 } ' ': � MIN. 2.08X SL I .. 4 X2 PROP. SAN. C/O INN IN (31: 488.96 PROP. INV. (61: 4,9175 INV IN 4 489.02 ,011 ^n Ji\:: y.1Yo D:111 ': `ai'tiL Gv >a' �f. a a INV OUT 4 488.96 40-0 a 4" SDR-26 PVC SAW. LATERAL_ "f!k PROP. 'i4" TRASH 0 MIN. 2.08% SL ENCLOSURE DRAIN - PwwL z PROP. SAN. C/0 �'1► : SAN STR. 159 6 WIC 41 INV (41: 488.56 L FF 494.50�$ GRT: 494 28 a X4 INV OUT 4 489.25:: " a 4' SDR-26 PVC SAN. LATERAL 7 <<' {® y 0 0 YIN. 2.08% SL PROP 2' COPPER DOMESTIC SERVICE �,� PROP. 1500 GAL. GREASE TRAF PROP. 6' DIPi ARE ySERVICE 'f � INV IN (41: 488.26 ° n 'PROP. INV 6 492.00' ` , INV OUT (41: 488.01 1 F ME f• ����I�E�C�7EJi � rL .a► i Ili._. 1 =72 .a /] RIM=47 .39 /o INV. (OUI�14 � RIM=479°51 Cb INV. (a) = 473.29 S1n1b11--,--...5 INV. (b) = 472.81 T -... NV (Q�4.I kN sE V (b) 4 25 '� RI 78.47 N . i23' W 6 45.32' a Rll�f'17.95 ',I * 11 " I' ` 1. ■t>, f/A )RY STR. 112 486.50 486.00 IN (151: 482.10 OUT (151.482.10 15" RCP 11 LF 1.15% SL STM S9 • .11 - --- TECH MTD iM STR. 137 484 IN (151: 481 OUT (151-.481 .2: 1; 2 1 %,� '� `"� R=155.75' � ,� � APf�ROXTlI�7F fOGITA?IY 1�=38" 9 17 15' WATER f NVE fil.S XW w �• 43r-' CHB_N 6T18'37" E PER AR 729, Pa 677 CHD=103.52 A=35.34' R=4.5.00' _ t1= 44a59'47' .�- \\\A CHB=S 71'46'51' E CHD=34.44 S 4TIM E 23.73' �-- ' ELECTRIC PER AdARKOUt WV ~tl6Ei° } J ___ -- -`---- UGET ~~ G _ UGE 1 OO T (iUGET $I w E GE CONTRACTOR TO CONFIRM LOCATION OF ELECTRICAL CONNECTION PRIOR TO CONSTRUCTION 7' U 0 PROP. WATER 'VAULT ~ _ - P _ -CONTRACTOR r CONTRACTOR TO CONFIRM LOCATION OF GAS CONNECTION PRIOR TO CONSTRUCTION - - - -- J (TO BE COORDINATE) W/ � EX. MAIN LOCATED WITHIN EASE RIO ROAD, - _ C � C - �- Y � C � - - _ 6"W�THE WATER PROVIDER] PER CHARLOTTESVlLLE UTILTlY YAPPING WYL - PROP. WATER VALVE~ 6„WL s },� - - - - - - - - - - - - - - ��°�tl.- _ _ _ - - - - OONTRACTOIR TO CONFIRM LOCATION OF WATER CONNECTION PRIOR TO CONSTRUCTION APPROX. LOCATION 10' W TCO Ei4SEAtEWT I PROP. 8' DIP WATER SERvrE � D.B. Pr. 651 ,FIN I d' , - d 1 d � Id 1 r d 94 MIL d l d t d ° d dr PARCEL ID: 06100-00-00-13200 +� ' LANDS N/I+ PROP.' . MH CV ASSOCIATES o RIM: 489.00 D.D. 1908 PG. 726 • '�� INV IN (81: 485.60 INV OUT (81: 485.60 t PROP CURB DROP INLET } t } STORM STR. 11 { { I d TC: 488.50 4 I G: 488.00 } } ddr INV OUT (15'):482.71 , t / 1 T 1 t l 1 } T 1 1 { d t t d } t d 1 { r T t d t l d t t t PROP. 4'0 STORM MH t STORM STR. 138 } CO. RIM: 485.00 O m - INV IN (151: 481.82 }I � r INN OUT (15'�:481.82 t_ T fl5-*lRCP 14 LF +0.15% SL STM SEWER t 1 t t l 4 t b�, 1 -�--194.00S A=77.32' R=188.24' A--2S32'08" 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 .« EXIST. SPOT ELEVATIONS G: OOOAO PROP. GRADE SPOT ELEV. E PROP. CABLE LINE '. %s: �' EXIST. GUTTER ELEV. TC: 000.00 - F ---- _ F ® - EXIST. ELECTRIC LINE xr� 4, EXIST. TOP OF CURB ELEV. G: 000.00 PROP. TOP OF CURB &FINISHED GRADE ELEV. E E PROP, ELECTRIC LINE" ek90 EXIST. FINISH FLOOR ELEV, FF: OOD.DO PROP. FINISHED FLOOR ELEV. - - F0 - Fo - EXIST. FIBER OPTIC LINE XGF. �901 EXIST. GARAGE FLOOR ELEV. TW: 000.00 PROP. TOP OF WALL & FINISHED GRADE 0 LOW SIDE Ft� PROP. FIBER OPTIC LINE �, EXIST. FIRE HYDRANT GL: 000.00 OF WALL�ACTUAL BOTTOM OF WALL FOOTING TO BE EST, LISHED BY WALL DESIGNER) - FUEL - - FUEL - EXIST. FUEL LINE N EXIST. WATER VALVE FUEL PROP. FUEL LINE GV N EXIST. GAS VALVE TC: 000.00 PROP. TOP OF EXTENDED CURB, (GH) FINISHED GRADE - - OH - - UH - - EXIST. OVERHEAD WIRES o EXIST. GAS METER GH: 000.00 U HIGH SIDE OF EXTENDED CURB & GL) FINISHED GRADE OH PROP. OVERHEAD WIRES a EXIST. ELECTRIC METER GL: 000.00 G LOW SIDE OF EXTENDED CURB EXIST. TELEPHONE LINE o EXIST. ELECTRIC BOX = PROP. DIRECTION OF DRAINAGE FLOW ARROW T T PROP. TELEPHONE LINE %0 EXIST. CLEAN OUT - UGET - - UGET EXIST. UNDERGROUND ELEC./TELE. SERVICE � EXIST. WELL PROP. WATER VALVE (NO. &SIZE OF CONDUITS NOT DEFINED) EXIST. WATER SHUT OFF VALVE PROP. GAS VALVE UGET PROP. UNDERGROUND ELEC./TELE. SERVICE o EXIST. TELEPHONE BOX (NO. & SIZE OF CONDUITS NOT DEFINED) 0 EXIST. CABLE TV BOX - w- - I�- - EXIST. WATER LINE � EXIST. UTILITY POLE PROP. STORM CLEANOUT W PROP. WATER LINE ® EXIST. GUY WIRE 0--,,� PROP. SANITARY CLEANOUT ® s ® EXIST. SANITARY SEWER LINE EXIST. LIGHT POLE ®�• -- "-' .� EXIST. BUILDING LIGHT - C� EXIST, SHOE BOX LIGHT C to PROP. AREA LIGHT PROP. SANITARY SEWER LINE EXIST. COBRA LIGHT POLE � PROP, OUTLET CONTROL STRUCTURE EXIST. STORM DRAIN LINE PROP. STORM DRAIN LINE EXIST. TRAFFIC SIGNAL POLE @ PROP. DRAINAGE MANHOLE EXIST. MINOR CONTOUR & ELEVATION E� EXIST. MANHOLE @ PROP. SANITARY SEWER MANHOLE ---rc -_ EXIST. MAJOR CONTOUR & ELEVATION 0 EXIST. "A" INLET E3 PROP. 'A' INLET EXIST. "B" INLET B PROP. 'B' INLET j(X PROP. FINISH GRADE CONTOUR &ELEVATION ® EXIST. "E" INLET e PROP. 'E' INLET EXIST. MONITORING WELL ® EXIST. YARD INLET PROP. YARD INLET EXIST, FLARED END SECTION PROP. FLARED END SECTION APPROX. TEST PIT LOCATION EXIST. HEADWALL PROP. HEADWALL t t MATCHLINE -- .... 4716158' W 242.02' t t ' S MI t { t t RIM=464.57 t t INV (aa) = 480.57 t T d INV. (b) = 480.47 1t T{ t t 1 T t It, t t{ tt t t { { { t t { tt t}t t} PROP. 4'0 BAN, MH SAN STR. 126 } RIM: 487.60 { t It INV IN (81: 48C49 1 t PIPE CROSSING `X1' W/ MNC. ENCASIEMENT 6' HDPE (STORM): BOP: 491.02 6' PWC (SAN.): TOP: 490.21 SEPARATION: 0.81' PIPE CROSSING 'X2' 6' HDPE (STORM): BOP: 491.34 3' PVC (SAN.): TOP: 489.69 SEPAIRRON: 1.65' PIPE CROSSING 13' 6' HDPE (STORM): BOP: 491.37 GRAPHIC SCALE 4' PVC (SAN.): TOP: 489.78 SEPARATION: 1.59' -2D D t D 2D �tT PIPE CROSSING 'X4' 6' HDPE (STORM): BOP: 491.56 ( IN FEET ) 4" PVC (SAN.): TOP: 489.33 SEPARATION: 2.23' 1 INCH = 20 FT. I t IINV OUT {8'). 484.49 FN=k A111111" n%. H DESIGN WORLDWIDE 311 Elm Street Suite 500 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT#: 35651.000 3/SEPH a ONE PROFE ZONAL -NGINEER 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 LH 9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID I- I 485A W C) W .I J 475.0! 472.0 I -------------- CI O O I tO N N N i " CC! d *co cc f2l 0 �i rZn �r: c cys' ems cai' csa Iz3 .r .d- 1. •...:, , �.: °°� °.,...°•g a...,:..:.. �� „%? ...... ., ao co fin_ r � � -* � ago � _ i CO CO ,:� h y � as _, a--' ,. . .. _ ci CD C4 i i z� co CL STATION 0+00 1 +00 jFUWQf 1f 2+00 PROFILE VIEW OF PROP. DROP INLET J1 TO EX. STORM MANHOLE HORIZONTAL SCALE. 1 "=20' 490.00 VERTICAL SCALE: 1 "=Z' STATION 0+00 1+00 1+50 PROFILE VIEW OF PROP. CURB DROP INLET #11 TO PROP. STORM MANHOLE #38 HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 --2' JtVU TTVV 485.00 0 Q W 475.00 472.00 4+50 HORIZONTAL SCALE -20 0 10 20 40 ( IN FEET ) 1 INCH = 20 FT. VERTICAL SCALE -2 0 1 2 4 ( IN FEET ) 1 INCH = 2 FT. 80 FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT#: 35651.000 J O'S E P H a r%rn ONE PROFE IONAL NGINEER 'VIRGINtLICENSE No. 51627 Job #: 2627-99-002 Issue Date: 08.27a18 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 CHANGESICOUNTY 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 C3.1 11, , rr C) 490.00 w Wr i ;a r 11 g� r g• SDR-26 PVC 75 LF 495.00 M0141I11 LATERAL 0 MIN. II,5Q% � s s , —----..—__ . I Q5.00 SDR-26 PVC 222 LF i ( IN FEET ) 1 INCH = 2 FT. 84 1 FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT#: 35651.000 PROFE<YSIONAL iENGINEER VIRGIN A LICENSE No. 51627 Job #: 2627-99-002 k Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 2 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 LL-1 495.00 IMI Mt] E STATION 0+00 1+00 PROFILE VIEW OF PROP. SANITARY CLEANOUT TO PROP. 4" TRASH ENCLOSURE DRAIN HORIZONTAL SCALE: 1'=20' VERTICAL SCALE: 1'=2' C) (D tR tR ail Ewl Emi UU.UV WMI �f STATION 0+00 1+00 PROFILE VIEW OF PROP. 4" SANITARY To LONGHORN STEAKHOUSE BUILDING HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=2' C) LLJ EM 495.00 M nf# Ewl 495.00 485.00 STATION 0+00 1+00 PROFILE VIEW OF PROP. 3" SANITARY TO LONGHORN STEAKHOUSE BUILDING HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=2' HORIZONTAL SCALE -20 0 10 20 40 IN FEET 1 INCH = 20 FT. VERTICAL SCALE -2 0 1 2 4 IN FEET 1 INCH = 2 FT. C) Ej- LLJ F RC H DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 5132413000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Ju""'SEPH . ONE PROFS I ONAL kNGINEER VIRGINtLICENSE No, 51627 Job #: 2627-99-002 80 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. PIER 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 } 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ?G Or� + . + + + + + 0 0.0 1 0.0 0.0 O0 0.0 0.0 0.0 0.1 O.1 0.0 0.0 0.0 0.0 ' 0.0 0.0 0.0 0.1 0.1 t 0.1 0.1 0.1 O l o. l 0.1 O l O 1 0.1 0. J 0.1 U.1 0. J 0.1 0.0 G.G 00 a.9 0.0 G.0 G.G a0 THIS PLAN TO BE UTILIZED FOR LIQHTINQ PURPOSES ONLY 1.rJ 0.0 1 1 l 1 1 0.0 Or�7 G. 0.0 0. 0.0 0.0 0.0 ' 0.0 0.0 0.1 0.1 0.? 0.1 0.0 0,D 0.0 0.0 0. - ,�01 0.1 G.1 0.1 G.1 0.1 0.1 O2 0.? Q2 0.1 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 'O�O.G 0 0.0 0.0 20 0.0 0.0 0.t !AW 1 + + + '+ + 0.0 OOu 0.0 0.0 D 0' 0.0 0.0 .0 0.0 Ci, l 0.1 j 0.1 C7. r 0.7 0.0 o.G O. 0 0.1 O I O 1 O 1 Q 1 �0.1 0.2 Q.2 0.3 G. 3 G.3 0.3 02 0.2 Q2 0.2 0.1 0.1 G.1 0.1 0.7 GG 0.0 Ow 0.0 0.0 0.0 U. U U. U 0. t 0.0 OO 0.fi 0.0 ? 0 0. 0.0 0.1 0.2 ; 02 0,21 0.1 O 0.0 0. 1 1 0.1 0-; 0.2 -2 0.3 0.5 -6Lf�_ 0.9 `T - .,.Q. , G.2 G.1 G.1 0.1 G.G G0 .0 r'G o.0 ao G.0 G.0 Gt 0.0 OO ao fj 0.0 0.t 0.0 0.0 0.2 0.3 0.4 (.1 0.1 0.1 0.1 0. 5 1.1 1.9 2.9 3.1 2.1 1.5 1.1 0.8 0.2 0.7 0.7 0.1 0.7 fir? 0.0 0.r, 0.0 ao 0.0 0.0 aC � M1 eft '' � � � � � � �-3ME-40K-BLS ?a+� ... 1.0 1. 1.9 1. }� L" OF 4.2 + + 4.0 J. 7 1.5 �a 1.4 . . a + J 0.3 0.2 0.7 + 1 J i0.0 +7.0 \ Q O 0.0 O. U 0.6 �.Q o. o O.n o.o Q. = o o.o o.o � �O. r o,=� 0.2 A�3-21�B-E 1.0 FC LUX �i'I"P.� � j _ � % rd APPROX OF OO 0.0 0.0 16.0 0.0 00 0.0 0.1 1.3 7.3 "" 1.3 2.0 2.,5 3.8 q 9 3.3 4.2 , . 3. b `_ 70.7 70.4 78 7 i.i1 1. O.G 0.4 0.3 1.2 0. J 0.1 n. l c.0 G.r, 0,0 0.0 0.0 O.C' Ate-2MB-E 0.5 FC ISO WX � V. / \\ C.0 0.0 .0 0. 0.1 }., 0.3 0.6 1' 4 57 4,4 34 p 3P° j.1. 33. J.4 4.3 3.7 1 2.8 32 4.h 6.0; 72 r �73 5.G 3.9 22 1.3 0.7 t 5 0.3 0.2 0.J G.1 0.J 0.1 � 0 0.0 r.0 O.G a \ a y [{ GENERAL NOTES ft' TAts7A1G a a '. _ a ij'-9-35 \ § 0.0 0.0 P Ot B 1 O l ' (O,2„ .5 6 37 " 6.2 0. 3:5 3.0 �'-�-35 d .. > 1 3.4 3.0 2. 1.9 Z2 3.1 4.4 5.3 4.8 4.6 4.5 4.1 2..5 1.& 1. 0. 5� 0.3 0.2 0.2 Q 1 G.1 U.0 ° 0.0 U.Ct 0.0 0.0 0.0 4679, a.-�- �; - ++\\ 1. THIS LIGHTING PLAN ILLUSTRATES ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA IESNA APPROVED METHODS. ACTUAL SITE ILLUMINATION LEVELS AND \ PERFORMANCE OF LUMINARIES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER RELATED a o R + + } + + + . + ?.2 2. t 53 6.3" 5.9 a u., 0.:. \. C _ 0.1 1.1 r �i VARIABLE FIELD CONDRONS, 0.0 0.0 0.1 0.1 O2 0.9 G.9ai 1 J 1 J 1.3 1.7 _.3 3.4 4-4 4.4 4.. 1 :.1 G 0 G-9-35 49'11} i AMME2. ALL EXISTING CONDITIONS LIGHTING �3.}� HTIN LEVELS ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES a „ y�.,. 3.: ,. ,.�� AND/OR ACTUAL FIELD MEASUREMENTS TAKEN WITH A LIGHT METER. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE EQUIPMENT TOLERANCES >s:a.F:erY.rYca.r:�::..i.r:;t.y,::osr: i:rr:.r;r:.r>r..>?ir:o v.Y:M.... :a Y2 TY:;?:>�:�o'v .....,:�,:>.:rr::.r:Lrk,.:::;,:..a.::t..,<:rv>a:::,.::':a.:ii.>:i;;t..Y:::.::::i+:>:iii=>:.t.;.»;::,:::Y.�>'t.�>.:��.............:. n.. >�.., ....:. x..:::. N.:t�:.,,:::..».::::::r<:,L,..,.:::a,..�t,.:,..,;:t<:..::::.:.:::.:.:.:.. �..,,...,t..�...,. .. ? 7 7 (.1 J 0. J G. J G.G C.0 � 7 �.. ::';..� ::,::::::..... 4 7 0.9 1._ 7.8 2..5 4.r _ � 9 0 5 ��3 0_ � 0 � 0.0 0 0 0 Lsr: �r:�..:a.r,knr+srr;,: y,:Y..;,:.>:>:Y.3r..�»t.»r;:.>?;,,>..:tt.>>'a;.i»;>.;t;Y.�.:,::R,.......:.......:......., .., ':�$^->:,:..L WEATHER CONDITIONS, . ETC. ACTUAL LIGHTING LEVELS MAY DIFFER AND THE LIGHTING LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED A5 cssT,�r 'f i 1 vEv.H::.;.;;:ir ':n;:""�''x'+�"<'^s>rti;,:..: �� .... .::i:i::ii'i:;'.:':'::3?:': APPROXIMATE. <'ia,3' i:Yk't:: ., .>r:::;::'».: :.: y:.n .: s. ,.. f+. \ 3:'C'>tr.,:'or?;; ;k:;>i�.::v AQ 2MB E �.. l: k'r 3s t ftL^:y + + + ' ,;�. :,:;Y::;.'>^oik:isY:::%srYr;?:aYY:r:.,..,..::;i:?.:,.::::..::>..u:: r:.o:,:�.,.�,.,,..t., .::.,.::: :::.::.:.:.:>c:. ` 7 i r »..:.+.:». ,.::.t.,: n:.,».: »,»:»ice .»::>.::.;, t....:.y,::..:.a,:. a...::::.::::::::..,:;.a, Y 4 3. CONDUITS SHALL BE INSTALLED A MINIMUM OF 2 FEET BEHIND GUIDERAIL POSTS. r � r, _ r . .>>:. .�. >Y ..�<r:';.,..> ':,; 4 1.1 7. c 3. 9 .8 13 13 � 0. � 1,� C � v _ 7 r 1 1 � t r 0. � 0.. O2 2.9 3 5 3 -- r;�.. G 3 G 0 0 0 1 a. +:i t ..tl:i.. G9 _ "Y - f��i^��,•iw�r�,Y>`E.�- s 4. ALL WIRING METHODS AND EQUIPMENT CONSTRUCTION SHALL CONFORM TO THE CURRENT NATIONAL ELECTRICAL CODE. 15 55110 E r� t .'r:.�.::::i:...:t:;.>»;..>:::.i:'::::i:Si:Y:.......... .......:�.sS..n»,.. >.:,- i::r:iic•;iki',.:k`:r:::isi i::ii::ii:.iis:ii:Y:i>i'<;%`::;:`:ii:M;r:::i;:£i i>'::.;.:«. :>v + + + ;P .;. .::7•:: r '1 7:':,':..�:":i:i::s::%:::k::<:;r':(ii ii i:;isi;:is�k::::;iY'%'':%i:::%�:i:Yi';:A iasa': Svk.. .. r r_i r <:.: � .»>:;«;:;.;:;;.i»i:.>rr>:;t.:>:-.»r<»a.>r;�:: �;.>st.>:.. :,.._,,. r __ILR - - `�1 5. REFER TO ARCHITECTURAL PLANS r,:.+:�................._........�.............,...,.. :,...:.� �.9 �.v c.9 2.3 t.6 1.J G.�n.& 5 �i o.� ,._ u.l 0.7 ,.J OJ oo FOR LIGHTING DIAGRAM. l 9. ,.� . �J.l' 1.7 �.g3 0 00 0 0 /0 OO O. OO1 0 0 - Q � a 4 ='.. .- ui7' - is.'y:'::air :] iF\+"it ii:Ys>'. n i •'.:s::; ,stwi;:;^Lii' i, .: :::.. .... :.....,....::.,,.:.:.:.:,.....,.::;.:.,:::::.n>:,, .. v>,,.- ;..a.. ),::.,.,,,:L u,.:::: r::: .:,.;,u:::.,.:::: »,.::: .: - - 6. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS. + + + + �- + + + + + Y) �YZ'�•c:t: • I + r � � s � �� , �x y,$ � i y s a + ° + +. + + a a+, +, +, C 0.0 .0 0. 4 .5 1.3 0.a 1.2 . 9.8 2. ..5 2.6 2..3 2'.2 2.1 J.8 J.4 1. l 0.0 0.4 G-3 0.2 0.1 0..1 0.1 G. i 00 0.G C.0 G.0 0 1 0 0 O Q a .. »c yi c 99 - -.�"% ?�) �f , 4c - O `t *M1`tyny;,„„'+5.,, tr+2l',, �, J + + + � + �1 + + + + + + + + 1 , , i`L'�/y s"` .»+„YY ,. { : �� i' �+ h� " r �tio ,Sn �.'?:�':u:�. + + +' + + + + + + + + + t + + <>:..,.::.:,, Y>ra?rrrr'> :>''5,,.... -a 9 1 r a ,..yak..,. ��::�::i::i::i:r::Y>:,:,.:>.::»,:.�.... � v 7 7 `Z�,�- 0.0 00 _ t - - °i:a,: _ .�>c.,..>sr;, ... , �.::in.::::: h �. ". l 7 ,. 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G. 7 7 3 7.3 F.4� 1.6 1.9 2.4 3.3 3.'4 q --1 G3 & 1. 0 IJ.4 0.3 0.2 0.1 ;.1 0.1 C.1 o.G 0.0 QO 0.0 �s t PFR i' �/ - 1 G :' ¢ } y + +�T M4 + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 � c0'D 0.0 QG 0,1 +�i 0.? EA%"0. 1 { /1,2 1 Og o., 7. 2.0 2.1 ? 2,3 2.6 3.1 9 2.6 2!8 - _ 2.4 1,6 P.1 98 1�r7 10.4 0.3 0.2 0.1 0.7 QP 0.J 0.0 0.0 G.J 0,0 FV Q.B. 4679, Pa 554 pa D. , PG. 00 + + + + + + + + + + + + + + + + + + + + + + 2 3 ':5 2. 6 1.8 t.2 0. + 6 r1.4 MA i1.2 0.1 0. J a l 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0,0 0.0 , 0.0 T 0.0 0.1 0.1 O2 5 0 1.3 1.5 2.1 2.2 2.0 2.0 1.8 1.2 1.5 3.1 .37 34 2.9 3.0 Z.R � a + + + + + 0.0 0.0 0.0 0.0 0.0 0.t7 11 0.' 0.1 ? .2 4 12 Z6 .30 32 3.8 3.6 4.2 3.0 7.3 1� 1.9 4.5 54 4.8 3.5 34 2.6 <r.l 2.2 23 1.9 1.3 r,8 I G.4 0.2 02 0.1 O,I 0.1 OG O.o 0.r.7 oG 0.0 115111 S� 1 + + + + + + + + + + + + + + + + L + + + + + + + + +- + - + + ! + + + + + + + + + + + 0,0 O0 0.0 0.0 0.0 0, 1 0.' Al01.1 - 3 6.4 75 8.5 7 3 7 1.4 5.4 6,9 8. 5: 4.5 4. 33 .8 f.5 1.6 !.3 i Q 1.2 g 15 0.3 2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + _ + + + + + + y44 + + + + + + + + + °+ + + p EE ° 061 -0p- 9-132�� + + 0,0 0,0 ,0 0 0,0 0,0 7 0,1 0,1 0,2 ?, 4 75 10.D 11,6 P1.0 8:d 5. ,.4 .6 2.2 51 71 10.. .` 4,9 4. 4,8 4.2 3.5 Z.6 1.9 1.4 i.0 0. tf 0.4 0.3 0.< 0.1 G.1 1 i 0 0.G 0.0 p � IP-4ME-40K-B2B AP-3ME-40K - LANDS i+ - �.V ASSOCIATES + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0,0 0.0 o'V 0 (.0 0,, r 0.` 0.6 4,3 0.2 i 1 10.7 6.8 J. 1 7 7.1 4,6 70 12.2 50 4-5 _ 5. 1 3,2 2.0 J.4 0.8 o. 0.3 02 0.1 0.1 0.1 (1 G 0.0 0.0 0.n 1 I AP-5ME - I r" 1 \ 0 n + 0, 0, 0 +0 +.1 - U. 0.5 1.4 3.8 9. 0 9.5 3.1 12.6 9, 3 0,1 2. 1. , 1� } 4.1 6..6 1 0: 2 :1 4, 2 4,1 0 D �. 6 i, 7 i. l --+.8 0 7 I 0.3 � `\ 0- 0.2 1.1 0.1 + + + + 7. - 0.0 O aP�+1 ��- I! \ o. t 0.1 0.0 G. o o. o J.0 0.0 0, 0 0, 0 c, 0, 0, 0, 0 1 0, 0 .0,1 ` 0,1 7.2 5 1 6 6,2 °. & 3. 9.6 9.9 6. r 2.7 1.5 3_ 53 4, i 3.7 3.2 Z 8 2. 6 �. 6 1.5 10 - 9 ? 0 U 2 3 0.2 \ G. 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G 0,0 0.0 0.0 0.0 t t + + + + + + + + + + + + + + + + + + + { + + + + +- + + 4 ""�� + + + + l t + + + + + + + + 0,0 0,0 0,0 0,0 0.6 �1, 00 0,0 0,1 0,2 .3 8 J.4 T.,B 2.5 T' 9.9 73 3:S P.8 1.2 1.2 1.2 1 048 0.8 0.8 6949 0 O.a µLL•_ 0.3 0.2 02 0.11 1 0.1 al 0.? 0.0 0.0 0.0 0.0 0.0 0.0 4 1 + + 0,0 0,0 OO 0,0 0,0 0.0 10 0,, 1 02 0, 0, 1.1 1.4 2.1 4„ 8 1.7 1.1 to 0.9 0, 0.7 0.7 0.7 69.7 O.t. � 0.� 0.3 0.2 0.2 0.J t 1 0.1 0.1 0.1 ac, 0.0 0.0 0.0 0.0 00 C_ 1 t 1 AP-3ME-44K :{ �y" \ //I t t + + + + + -a + + tl + + + + + a + + + + + + + + + + + + + + `71,+� + + + +_ t t + + + + + + + 0, 0 Cr, 0 0, 0 0, 0 0,0 0 0. 0, 0- �0. 0 3 1.8 3.8 6. 1. 5 4, ? 1.8 1. 0.8 0.7 0.7 0. �-d''-�J. 5------�� 0.7 0. b I 5 0.4 0.3 0.2 t G, U G.0 0.0 7.0 0.0 0. U 0.0 VVDOT TEAMW It t } + + +CONffiw"+'' + + + + + + + + + + + + + + + + + + + '2, '2. + 07 04 03 R7 O1 1 00 00 OG OG On OG 70 0, 0 0, 0 0.0 PER AB. 4504, CIS. 065 0. � 0.1 0.1 0; ? 0,2 t � 1.4 2.7 74 6.2 4,3 1.3 1.1 0.9 "'- 1.0 J.2 1. E P.8 2.17 2.0 1. S � � !I + + + 1 I + OO 0.0 0.0 00 0.0 0.0 1 0.1 � Ol 7.1. 02 0, 0 .7 0 l.G 2.1 3.1 4.6 5.7 4-5 ZE 1.7 1.3 1.3 1.4 1.3 .30 4,1 4.8 54 55 4,3 1.5I 0.8 04 0.2 0.%. 0.1 � r,?�l 0.0 0.0 0.0 OG 0.0 0.0 0.0 U.0 P 'k+ + + + + + + + + + + + + + + + + + + I + + + + 1+ } + + + + + + + + + + + + + n 0.0 0.0 0.0 0.0 0.0 0.0 0.1 a O.2 0,3 0,8 1..3 2.3 3.5 4.4 6..3 73 b.8 4.5 ?,4 1.7 1.3 1.6 2.8 4 4.1 5,4 6. /G 7 4,a 2.8 1.lt o.7 0.3 02 O1 1O.It 0.0 0.0 0 QG 1.0 00 0.0 C.0 SEE SHEET C4.2 OF FOR LIGHTING PLAN DETAILS x 1+ I t 1 ILIOHT uwus QUANTITY INITIAL LUMENIS LABEL MOUNTING ARRANGEMENT LIGHT LOSS DESCRIPTION + + + + + + + + + ,+ + + + + � + + + + + + + + + + + + + l 3 0... 9. 2 J.0 0.4 0.2 0. J 1 a .0 0.0 0.G 0.0 0.i7 OO 0.0 0.0 0.0 O1 0., 0., 0,. 0.' 0. 3 8 6.t7 /., 78 4. 9 1.5 { J.2 _ 9 5.7 1 17 t SYMBOL { 1 l HEIGHT FACTOR [111tJii' FAf:!lltY Fttii#? AaVl1 ` p sy 2 N/A AP-3ME-40K 20 FT SINGLE 1.000 CREE OSQ SERIES TYPE 3 MEDIUM LED AREA LIGHT + 0.0 0.0 14 f 0. +01 +.r + 3 + + �5 38 +r 7 6.9 1. 1.5 Z3 3:7 4 0.8 1.4 + 0.4 02 0.1 0.1 0.1 C.0 C10 t a0 0.0 N/A 20 FT SINGLE 1.000 CREE OSQ SERIES TYPE 5 MEDIUM LED AREA LIGHT �,�y�,� DB. 14594 PG. T � N AP-3ME-44K-BLS �^" Q _ ! 1 1 (�❑ 1 AP-5ME t 1 1 C 1 N/A AP-4ME-40K-B2B 20 FT BACK -BACK 1.000 CREE OSQ SERIES TYPE 4 MEDIUM LED AREA LIGHT 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 O 1 0.1 O .4 ` 0,7 _7� 1.8 2.8 4.4 4.6 2,9 .0 �.7 0.4 0.3 0. 3 0.4 �� 0.2 % 0.1 "`1 F a I a / a l ao . 0.0 G.r1 0.� 1 0.0 0.0 � 0 3 N/A AP-3ME-40K-BLS 20 FT SINGLE 1.000 CREE OSQ SERIES TYPE 3 MEDIUM AREA LIGHT W/ BACK O LIGHT SHIELD %+ 4+ '' t t CREE EDGE SERIES TYPE 2 ROUND LED AREA LIGHT W/ 0.0 0.0 + OO + + OO 0.0 00 0.0 + OO + OO 10 1 + ++'�'�� +-'r""`--- 0,3 0,4 O� 0,8 0,8 + 0,4 + 0.3 + + 02 0.1 + 1 0.1 0.1 + 0- 0.2 + 0.2 O1 0.1 0.0 + 0.0 + .0 + 0.0 + 0, + o.G + i G.0 + 0.0 3 8402 AD-2MB-E 2O FT SINGLE 1.000 BACK LIGHT SHIELD 20 N/A G-9-35 GROUND SINGLE 1.000 KICHLER LIGHTING 12V 9-LED 0 35 DEC ACCENT + 0,0 + 0.0 + 0.0 + + + 0.0 0.0 00 + 0.0 + 0.0 + 0.0 + OO + 0,� + Ny 0. 0.1 �. 0,1 O2. O, 02 02 0, � 0.1 0.1 0.1 0.1 G. i O 1 0.1 0.0 00 n u 0 + O.G + + r 0.1 + 0.0 + G.0 t 0.0 0.0 ® 1 1710 C-1101 10 FT SINGLE 1.000 LIGHTOLIER FLUORESCENT DOWNLIGHT ', , 1S4 Qt1RtIES � iy4WrA�D At[I SEiG4N AT Oa MD t?.1 FC,. + + + + + 0.0 �¢ 0 0.0 0.0 0,1 0, r o. + n + G.1 O.G 0.0 00 0.0 0 +�.0 0.0 O.o 0.0 v.G O.o + + 0.0 1 0 0.0 FM FLUSH MOUNT FOUNDATION PED PEDESTAL FOUNDATION 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 QO 6. } V. ( ) - ( ) - �" i I 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, MID �_... TE�1iP. �4SE,tifNF 7 t t OTHER FACTORS MAY AFFECT ACTUAL RESULTS. UNLESS OTHERWISE STATED, ALL RESULTS ARE MAINTAINED VALUES, UTILIZING ACCEPTED LIGHT LOSS FACTORS (LLF). ow am 13 + + + + + + + + + + + + + + + + + + + + + + 1 + + + + + + + + nn + + 1(? G.G 70,0O J 0 0.0 0.0 0 0 0. 0 0 0 U. 0 Q 0 0 �" t 0.0 0.0 Cr. 0 0.0 0.0 0.0 0.0 .0 0. t 0.0 U 0.0 0.0 0.1 0.1 G,1 O 1 0. J Pk? p.B 5540 a ..��''� 1 1 00 00 0,0 00 0.0 0.0 0.0 7.G 0.0 O.G 0.0 0.0 G Qo Q0 O0 o 0.0 0.0 0.G 0.r, it G. ` 0.G 0.0 0. OO 00 0.0 ,_ OO O0 0.0 0,0'`O3 d.._..__�G_ co D aTATISTIL �R�A SYYMARY 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 _�.4 �' �5 a } 0.0 0.0 1 0%.0 �? +. 0,0 0,G 0, + 0,0 + + +.0 G.0 + ,r�,r + .0 0.0 0.0 o.0 0.0 .�,.• 0.0 0.0 0.0 �+ 7 90 l 0.0 0.0 O.r 140.r }1 0.0 GRAPHIC SALE OETE FASFAI/UT -20 0 14 20 44 SO OO 0.0 0.0 D.S.4594, PG 650 ,0' 0,0 '0 0,0 0, r 0, 0 0,0 0, 0 0, 0 .0 0.0 0.0 0 0.0 G'�9.. 0.0 0.0 N 31001'1 '* 0.0 0.0 0. 0, 0 0.0 0.0 0.0 0.0 A.0 1 0.( W 9 4. J + + + + + 1 1 + + + i 1 + { IN FEET ) 00 0.0 0.0 00 00 OO P 00 0. 0 0,0 A,0 .0 00 0.0 0,0 0. G 0.0 0.0 0.0 QO O0 0.0 .G 0O.o O.G 0.0 O0 O.r; 0.0 G.0 OQ 0.' 1 INCH = 20 FT. For-= IL R'021 H DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 5132413000 www.frch.com ARCHITECTS PROJECT#: 35651.000 PROFE IONAL ,ENGINEER 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 KAI� 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 Drawing 35.3" [897mm) __ 8.b., 1 1218mml - 3.6" (91mm) NEMA Photocell' CCT:30QK [+7m 300K}. 40o0K ( (- 300KI, 500014',It[- 30UK) 57JDK {+/- 500KI Receptacle location [ordered as an option) Limited Warranty': 10 ears on tuminaire/10 ears on Colorfast DettaOuard ' finish Y y -See UP:/jli9h:i acreesnmh.a,ra ty'u wa :anM terms +}' Accessories 7.2" `t 183mm 4.0 ( 1 Field -installed a V .... x.-... Backlight Shield lone pair) Bird Spikes Hand -Held Remote OSu-ha-ELSF OSD-HD-BRCSFK XA SENSREM f Flo:1t Facing Optics - Fc Sucre snul o° the prt yrammaole , 0SQ-1-Jo-ELSR rrtuth tev t option a rninirnum of one h,nd-held i i= Rotated Optics �------`----- reroute in Ordering Information Fully assembled turinaire is composed of LWO components that rnust be ordered separateiy: Example. Mount! OSO-140-AA-SV r- Luminaire: 050-HO-A-NM-2t'AE-40'r.-,',OK-U_-SV OSQ-HO-AA_Adluslable Ai it,, I Color Options. SV S,lvsi BZ Bronze wH YV. I 1 I OSQ-Htl-pA Ottect ArmBK Back OSQ-HO A NMI Lumen Voltage Wetght, Package I I 1 { 40f53L , 20 480V 170 7 tbs. 131 8ky,_,� ? 65L ! 1204RD`J 72.0 lbs 132 7kgl OSQ-HQ i A NMI I Asymmetric 40L 30K UL 1 BK ! F Fuse No Mount (`p{ 2ME• 4ME* SOL " 30UOK Uni`tersa1 1 L'.itack - Whex rode dictates fusingu-e'time delay fuse Type II Type IV tdedium 65L - 70 CRI i 20-277V B2 - Ava.lakle Ic: U.S. sup.lca4ac e Doty -to ` Medium AF• I i 40K -Ali lumen Bronze I PML Programmable Multi-Levet, up 40' Mounting Height , 3ME* Autmrl. 4C100K packayes SV Refer to -t Lc ;}het ur detail_ Type 1II -luntlineCpticT" i 7D [:RI UH Silver '.,i Not w,- lot wit" 651 Medii.rm 50K i-niversal (yyH - lntended for dwdniryht aplitic funs at Or till KOOK''7-4IIQV - 90 CRI - 40L & 50L I'while � O9fOafo7fLtb/O5fO4/o31O2fO'1 Field Adjustable Output i - Must select''19, Qfl, Q7 uo Q.., QL Q3, C2, ar Q1 Symmetric 4 57K Lunen ! toot ova '.ah.e evitt 65i when r. rdered of/R op.ien SME 40D ! 570OK pef kage;. ! -Offers full range adjustability i Type V Eif 40` Fluau and - 70 CRI ' Y -Refer to es is-15:or oovrer and Lumen values FP4 ,Medium 600 ' I UM i R NEMA"'7-Pin Photocell Receptacle 1 55H 60` Flood i " I �naversa( C131.41 - 7 pit recepfiacie pierANSI � 120D 1-1-(I:IV �Intrndedfcd wnhuhfaF�h--atrvn5ul11 d Xr..TIU7 M.titi -,iypetlShort i 15D 120 F:add i A5L lumen i Facto conneced 0-13V c',m ad 1 1 t Raw Package - Sc eVer Urductor Cord ex;t$ It j ina;^e 15` WSN only - Photccea and horing cap by others 25o Widr Styr, _ Not wai.alh, , with 65L v+hen o-.iered r.'/C7 optinn "I 25' Flooc RL Rotate Left i j - LED and optic are rotated to the left i 1 - Refer to RR/RL canfigu-aVon ding; art on psge I :for optic directionaiity 1 1 RR Rotate Right 1 tic are rotated to the ri- h: - LEG and op g Rtcr ta' RiRL cwhgu at:on dr g arm on page 1 to cru, direct rrail(y 'Av"lati ilh 6acklighL Shield wh=. onieradwish, -tit tape -ess ry i�ae table"hood) " Lumen' ckage selection code: o ciinfy approxima . ago: ✓Apc.t only..,-tuaL tamer, ompul levels vary depenc;ng on Ccl and optic r:tectan. He'erto Intlat Detivered _anon lashes for spea,fir lumen vsluas GREE :. � t , Rev. Dale: V5 05;101201fl CREE... �[p G us w N I T E T r C n N G L Q G Y °4 US: Ughting,cree.com T (8001236-6800 F (2621504-5415 Canada: www.cree.com/canada T (800) 473-1234 F 1800) 890.7507 PROTECT YOURSELF OSOTM High Output LED Area/Flood Luminaire featuring Cree TrueWhite`"' Technotogy Product Specifications E4ectrfcal Data*il CREETRUEWkITEGTECHNOLOGY A revolutionary way to generate high -quality white light, Cree TrucWhite" ___' Total Current (AJ TechnoLogy is a patented approach that delivers an exclusive combination System --- `- --- -` _ -- -_T_ of 90r CRI, beautiful Light characteristics and lifelong color consistency, all Lurnen Watts while maintaining high Luminous efficacy - a trice no compromise solution. Package 120-480V 1120V 7,Ot3V ?GO'1 177V af7V AOV CONSTRUCTION & MATERIALS 4CL -j 2.93 1.65 1.43 '.. 23 1 1.00 0.71 • Shnl, tow profile design minimizes vvind '.Dad regi iren eats a41 - ! I • Lurninaire housing is rugged die cast aluminum with an integral, 5GL o 3.51 2.03 76 at1.22 C ? weathertight LED driver compartment and high performance heat sink • Convenient interlocking mounting method on direct arm mount. 65L aO 4.73 2.66 1 2.30 1 1 59 1.15 Mounting adaptor is rugged die cast aluminum and mounts to 3-6" - --- _ - - -- - - - -- --- - [76-152mnil square orround pate, secured bytwo 5/16-18UNCbolts Etec.r_a,dataat2-,'c177'FI.A:.tualwa.tagc ayJr:_rby,, .D,wn,op atngbet'; e,1ro-ia_v.t-da spaced on 2" 151nim) centers • Adjustable arm that mounts to a horizontal or vertical 2" [51mm) IF, 2,375-2.50" (60-64mm) O.D. steel tenon. Tenon length must be a minimum of 3.75"t95mm] ' OSQ Series pmwh.tAdlusted Lumen Maititenancel • Adjustable arm mount can be adjusted 180` in 5.0' increments • Includes 13.4" (340mrn) 18/5 or 1615 leads exitingthe Luminaire. When rt25K hr Initial 75K tr 110GK �5D{ hr 1 Projected'/ I hr Projected' arderud with R option, 13.4" 1340mm1 1$/7 or 16i7 leads are provided C P Arrib!enl Optic , LM F ro}ectcd i Projected' I CJILULn0CP Calculated' • Designed for uptight and downhght applications LMF LME F j --__ MF LMF 1 � p- • Exclusive Colorfast DeltaOuard`" finish features an E-Coat epoxy prim_, - - - - I Asymmet;..: � - - ---- 1,n4 ! t.i12 - -- ----L 1.nt 1J:1?' - - �1 with an ultra-durablLe powder topcoat, providing excettent resistance to P P P �' corrosion, utlravitstet degradation and abrasion. _elver, bronze, black, ;• m, .__.. f yrlu-lc is i ,_...._.:,. -_.._. - .0a 1 De 1 I 0 I D 02 and white are available Asymmetric 1.03 r[n 1,00 j 0.W C.93'„ • Chart pages d12 Weight Gh r Weight: n . See Dimension and 9 g P 9 1D'C 50F] ' 1 ---- Syu r 1et-ir 1.D4 : 1,`13 1 U% ELECTRICAL SYSTEM Asyn _tr';c 1,02 1.00 0.99 a., C 37 * Input Voltage; 1210-277V, 208 !i$OV or 347 48CV, 50t6011z, Class I drivers ;57` r1 I Sync � l is 02 � 1.02 1.01 LOUC ?7 • Power Factor: > 10.9 at full toad -- - -- _ . Asymmetric _ --_- . 1.01 0.99 3.9II + Total Harmonic Distortion: < 20°� at full load �, � _3 C .__. , • Integral IUkV surlge suppression protection . standard Symr-1,-i,- 11.01 I i.9t 1.DEi, _.! • When code f sina a st w blov fuse or type C D breaker should - nsy mmetr_ 1..3 0.90 0.97 -- S t e used to address inru_h Current 77'F I ', m - r 0.4, t ;I J. &' J.9fl 4 }} t.. 9T • Designed with 0- IOV dimming capabit ties. For 65L SKUS with UL - - voltage, dirnming control lines must b e alVwhen operated at 277V. Lu me nt non e attic test t r are catc..atca p_rT i tea -do Ua data and lr-s :o t_ iral ete.t ng. Fimec to the Controls by others Caro si n16- a p- tt.rfac ;i ri'rlrav L p.l Jt a!I�; n F ra ve`a�bJYa. ru'. ,„_o.'F • Refer to Dlrnining spec sheet for details 'In 3".Ce „JnCe',Niihl-aVA eV-21 11t'rciecled Vulueo R'pr +eat lntefp:toted VJIUC Cased2, t,ma duration_ that :re ,soli cfn_e (6%}the IES�A iv,_ap-a"oiutni cast dural;en Cn frua sl ice ttc ecvice .:rd+.; 'z..rng uD.,ti i,_. the • Maximum 10V Source Current: 0,30rnA po6J a LED cn I 'In r_cor.anec ••N:h IL �:`1H I M-21 `,1 Gateutatc t W - l_SNA re -en? ttroe Uora i �n that execc7 skx time- .x'trc _ [c , • Operating Temperature Range: 40L &. 5OL: -40'C to 40'C 1-40' F t0 Lht-80-C8 -o_sl lost auration iln mc,rsi fur the d_vice _. der te_Cmg il'7UT) r.e. *Ir_ packaged LL� c!,:p) 104' FI; 65L Pending REGULATORY & VOLUNTARY QUALIFICATIONS • cULlr-; Listed • Suitable forwet Locations • Consult factory fclr CE Certified products • Certified to ANSI C136.31-2001, 30 bridge and overpass vibration standards • 10kV surge suppression protection tested in accordance with IEEE/ANSI C62 41.2 • Meets FCC Part 11 5, Subpart B, Class A standards for conducted and radiated emissioins • Luminaire and finish endurance tested to withstand a,UUU hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • Meets Buy American requirements within ARRA • RCHS compliant. Consult factory for additional details • r' DLC any DL., Premium qualified versions available, Some exceptions apply. Please refer to https://wwvr.designkights.org(search/ for most current information • 050-HO 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://d3rlsky.org/fsa/fsa-products/ for most current information US: Lighting.cree.com T (8001236-6800 F (2621 504-5415 F- T F- „J " L _-j L_ _J 19 CREE'.1. Canada: www,cree.com/canada T 18001473-1234 F 1800) 890-7507 I ka� 13 'ik S` $ la b f ?S�AcT l a.iiat �rx tot navLet ra .'_*«usssy t Z TYPICAL BVILDIttlGVaANOS PE 11PLI HT LONGHORNA PROTOTYPICAL BUILDING & LANDSCAPE LIGHTING PLAN Mote: sighting plan is provided to show basic lighting layout for the LongHorn LH 16R building. Landscape Designer is responsible to get lighting plan for specific site location from d3PM when preparing landscape plan. OSQTM High Output LED Area/Flood Luminaire featuring Cree TrueWhitel Technotogy Photometry ALL published Luminaire photometric testing performed to IESNA I-M-79-08 standards by a NVLAP accredited laboratory. To obtain an IES file specific to your project consult; http:/ilighting.cree,cvrnfprvducls/outdoor/arealarea-vsq-high-output 4ME CESTLTxst Report It: FLU9256001A OSL` Ho-A-°Y-t,Mk !Ot 44,K Vl. OSO-HO a; .=-LME- 0. UK 11L Mounting Height 1 17.6ml A.FG. Initial Delivered Lumens, 44,9116 Initial Delivered Lumens: L1.880 Initia: I"C at grade Type IV Medltfm Distril141tI0fit 300QK/70 CRI W4000K/70 CRI (5"CRI 570OK.0 CRI l Lumen Package initial Detiv?red BUG BUG ( Ratings'" Per ) Inetiat Delivered Lumens' BUG Ratings-, Per r. Initial Delivered I Lumens" 8UG I Ratings' Per Initial Delivered Lumens-' HUG ,Ratings" Per C Lurnens' TM-1 5-11 :` J _ TM-'15-11 TM-15-11 TMA5 11 _ 4DL 1 35,751 134 UB 04 1 41,660 B5 JO 04 33,4?D 84 UO 04 4-702 65 U0 04 I. tiOL k' b 4�J hit 'ri- I t3_ _ J .r. , r H_ _JG5 --___ _.._.-___.. ' 4'. 434 , B4L3t' r2 5a3 , H5 uD 65 --- j 651 f n't,SG5 .. H5 Un G5 24D h5 L0 [i5 n8 M1?1 R5 Lio GS ° v' 0 nd.Isi -I I' delh,m dh.n,ens Initial d-'� e:. tun al . Jl"' rl. act..al pdu lirr,yield • y - LI -I "For mere rformata,n on he ILS DUC [Bac:d ght lfpl 9hl-Gla.el Ranng..-it. hop l .1•M1.ae .o gr.+. c..riant,4rptcad;/2017/D3,"M-I;.-I IBUGRa,Ingvidd=ndum.pcf. Valid-th no tilt CESTLTest Report dit FI_09254-CG2A 05u-HO-A-*+4ME-40L-40K-UL 0SQ '.-10 A " 4MC ,40t 40K U- wT0SQ 10 DLSF m10SQ HO BLSF Mounting Height: 25' 17.6m' A.F.Q. initial Delivered Lunnens: 35,AU Initial Delivered Lumens: 33,C85 rr-n.. FC et grade 3DOOK170 CRI 4DOOK/70 CRI i 50011 CRI 1 5700K/70 CRI Lumen Pack-ageRatings" _ ' IrltiaLDeLivered f - - --- --------i- BUG Initial Delivered Per - BUG ' Ratings-' Per I i In':tial Delivered i BUG Initial Delivered Ratings `Per RtLG Ratings Per i Lumens' TM-I5_11 Lumens' 7M-15-11 Lumens' Lumens' TM-15-11 TM-15-11 1- ,JL , ,`03 - i .1. � B3 LJD G , �035 'f - i G; � 7 'T73 B3 UO Gi 3_ a D' LD 3 53L i ° ,671 03-I0G5 10741 { ©3- 0G5 3?733 BaUDG`--- 4 ,541 63LOG5 r---- 65L i 1 a0,517 ..--- 134 u0 05 53,222 , Ha UQ 05 1 42,540 j B3 L0 G5 54,265 f B4_ UO 65 "Ini[istd '. oared lumen t �"!'[?7 FL,Mtcal p,-nducham; eid y :+b,breen 'D and 1a- li Idehvared l:m ins ,_. For o or-'nlorrnaJ-r, on ,he IES HU3 iBacdigitt-Vpt,ght Llo eI Rating,)--d httcs.,'%•n^:n,.dc_.n g. u,.-�ertentlupmad "_Ot1/p3h M-1'_-115UGRotings4dtl�rdu n.pNf Vafitl vrith ro ti US: tighting,cree,com T [8001236-6800 F 1262) 504-5415 SINGLE OR DOUBLE FIXTURE (SEE LIGHTING PLAN) POLE SIZE 'B' 2 1/2" X 5" HANDHOLE W/ COVER PER MANUFACTURER 1/2" CONDUIT STUB -UP 3" PROJECTION _ (CONFIRM WITH MANUFACTURER) 2'-6" MIN. GRADE c=.a z l= CREE..r. T 18001473-1234 F (800) 890-7507 LIGHT POLE PER MANUFACTURER SPECIFICATIONS BASE PLATES AND ANCHOR BOLTS PER POLE MANUFACTURER PEDESTAL FOR LIGHT LOCATIONS WITHIN PARKING LOT AREAS (SEE SffE PLAN) FLUSH MOUNT (FM) FOR LIGHT LOCATIONS BEHIND CURB, IN ISLAND OR OUTSIDE OF PARKING AREAS (SEE SITE PLAN) S-O' PEDESTAL (PED) FOR LIGHT LOCATIONS WITHIN PARKING AREAS ARCHITECTS PROJECT #: 35651.000 PROFE�IONAL /ENGINEER VIRGINiA 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 CONCRETE CURB I I REV 4 04/24/19 I<AI< GALVANIZED ANCHOR BOLTS o (BY LIGHT MANUFACTURER) I Q REINFORCING TIES 'E' 3" CLEAR (TYP) - II SOILS SHALL BE COMPACTED TO 95% II 1 OPTIMUM DRY PROCTOR DENSITY ALL °F - � VERTICAL AROUND MIN. BEARING CAPACITY OF 2000 REINFORCEMENT 'F' PSF TO BE VERIFIED IN FIELD (TYP.) OUNDATiO TYPICAL POLE IA. 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 Restaurant #: 5600 CURB IS PREFERRED BUT TO BE ADJUSTED AS NEEDED TO PREVENT-ENOROACHMENT OVER PROPERTY LINE. 4. BASE PLATE & ANCHOR BOLTS PER POLE MANUFACTURER. LARGER FOOTING DIAMETER ANDVOR ALTERNATE ARANCEMENT OF REINFORCING STEEL MAY BE REQUIRED TO ACCOMMODATE ANCHOR BOLT CONFIGURATION. CONTRACTOR RESPONSIBLE TO COORDINATE DIMENSIONAL REQUIREMENTS FOR BASE PLATE, ANCHOR BOLTS & REINFORCING STEEL PRIOR TO CONSTRUCTION. LONG H O N MOUNTING HEIGHT 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 (6) #6 BARS EQUALLY SPACED 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 N6TFIED 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 LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID t'` :i;1 I HMA SUPERPAVE 9.5 MM SURFACE COURSE. '3' HMA SUPERPAVE 25.0 MM BASE COURSE. r 8" GRADED AGGREGATE BASE COURSE. EMS NOTES: 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. 2. AGGREGATE BASE COURSE MATERIAL SHOULD MEET THE SPECIFICATION IN THE 2016 VIRGINIA DEPARTMENT 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 THE 016 VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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 CONSTRUCTION. 5. AGGREGATE BASE COURSE SHOULD BE PLACED ON A SUBGRADE COMPACTED TO 98% OF MAXIMUM DRY DENSITY PER STANDARD PROCTOR (AASHTO T 99). 6. OWNER SHALL CONTACT AND ENGAGE DYNAMIC EARTH, LLLCC. TjjO INSPECT AND TEST SUBGRADE SOILS. ONSET OF CONSTRUCTION CONFIRM ER QUIkLLC. AT EMENTS ANDBCOORDINATE APECTIOONNS IC-EARTH.COM) AT 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 CONDITION. UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL OR STABILIZED AS DIRECTED BY DYNAMIC EARTH, LLC, ANY STRUCTURAL FILL AT OR BELOW PAVEMENT SUBGRADE SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM-D1557. 8. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTION DESCRIPTION. HEAVY DUTY PAVEMENT SECTION NOT TO SCALE 1.5" HMA SUPERPAVE 9.5 MM SURFACE COURSE. 3" HMA SUPERPAVE 25.0 MM BASE COURSE. �8" GRADED AGGREGATE BASE COURSE. 1' MIN. r EXIST. ASPHALT a $ • i , ,� _ "owe "^'- o 0 o q e ; . ��oo ° •ag • o . � °°• �woao°. o 0 0 0 °6 SAWGUT APPROVED NATURAL SUBGRADE /SAWCUT AND HOT TAR SEAL SOILS OR STRUCTURAL FILL NOTES: 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. 2. AGGREGATE BASE COURSE MATERIAL SHOULD MEET THE SPECIFICATION IN THE 2016 VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 3. HOT MIX ASPHALT JHMA) SURFACE AND BASE COURSES SHOULD BE PLACED IN ACCORDANCE WITH THE SPECIFICATION IN E 1016 VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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 CONSTRUCTION. 5. AGGREGATE BASE COURSE SHOULD BE PLACED ON A SUBGRADE COMPACTED TO 98% OF MAXIMUM DRY DENSITY PER STANDARD PROCTOR (AASHTO T 99). 6. OWNER SHALL CONTACT AND ENGAGE DYNAMIC EARTH, LL((9C. TjO INSPECT AND TEST SUBGRADE SOILS. CONTRACTOR OF CONSTRUCTION TO CONFIRM ERQUI�EOITS ANDS DOMINATE INSSP CTIQ S IC-EARTH.COM) AT 7. SUBGRADE SOILS SHALL BE APPROVED BY DYNAMIC EARTH LLC. APPROVED NATURAL SOILS SHALL BE COMPACTED AND PROOFROLLED WITH A LOADED TANDEM Aktf TRUCK TO A FIRM AND UNYIELDING CONDITION. UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL OR STABILIZED AS DIRECTED BY (DYNAMIC EARTH, LLC. ANY STRUCTURAL FILL AT OR BELOW PAVEMENT SUBGRADE SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM-D1557. 8. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTION DESCRIPTION. SD PAVEMENT SECTION NOT TO SCALE CONTRACTOR TO CONSTRUCT DETECTABLE WARNINGS WHEN SIDEWALK INTERSECTS A VEHICULAR TRAVELED WAY ADA DETECTABLE WARNING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES THAT CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT(SEE DETAIL) CURB TO BE FLUSH WITH PAVEMENT ..MAX SLOPE �' MAX. SLOPE'..' _3 Ln in LU LU f CURBLINE BROOM FINISH TAPER CURB W/RAMP 5'-0' MIN. AS REQUIRED (TYP.) CURB TO BE AS REQUIRED FLUSH WITHPAVEMENT AS REQUIRED NOTES: 1•) CURB RAMPS MAY NOT EXTEND INTO ANY PORTION OF THE PARKING SPACE OR ASSOCIATED STRIPED ISLAND. 2.) COUNTER SLOPES OF ADJOINING GUTTERS AND PAVEMENT SHAM NOT BE STEEPER THAN 1:20 WITH A MAX. CROSS SLOPE OF 2%. 1 A LEVEL LANDING AREA(MAX. SLOPE 2% IN ANY DIRECTION) SHALL BE PROVIDED AT THE TOP OF THE RAMP. THE LANDING CLEAR LENGTH SHALL BE 36" MIN AND THE CLEAR WIDTH SHALL BE AS WIDE AS THE RAMP. 4.) CURB RAMPS, PAVEMENT MARKINGS & APPLICABLE SIGNAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST A.DA ACCESSIBILITY GUIDELINES. A.D.A. PARALLEL CURB RAMP DETAIL NOT TO SCALE PROTECT YOURSELF ••i 1 / i t `/Ti'T!',#,�ICw'7R�` Iif�• ITillti 1C+7i�/'�' 1 ' : 1 / 4i /+Its^� % "•+^!'�Y*t� �f+� : i • i 1 1 CURB TO BE FLUSH 6. WITH FINISHED GRADE CLASS 'B' CONCRETE SUBGRADE 8 UNEXCAVATED VIRGIN MATERIAL (SEE NOTE 1) f USH CUR$ NOTES: 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED WITH 3/4' CLEAN CRUSHED STONE. All SUBGRADES SHALL BE APPROVED BY THE TOWNSHIP ENGINEER PRIOR TO POURING. 2. TRANSVERSE JOINTS 1/2" WIDE SHALL BE INSTALLED IN THE CURB 20'-0' APART AND SHALL BE FILLED WITH PREFORMED, BITUMINOUS -IMPREGNATED FIBER JOINT FILLER, COMPLYING WITH THE REQUIREMENTS OF AASHTOM-213, RECESSED 1/4' FROM THE FRONT FACE 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'. 5. THESE SPECIFICATIONS ALSO MEET RSIS DESIGN STANDARDS. CONCRETE CURB DETAIL NOT TO SCALE AS REQUIRED 8" THICK, 4,000 PSI CONCRETE 6" THICK, DENSE GRADED AGGREGATE BASE La y4-012'O.C.EACH WAY NOTES: 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS, 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, (6% WITHIN 1% TOLERANCE), CONFORMING TO ASTM C260, 4. REINFORCING STEEL BARS SHALL BE A MINIMUM ASTM A615, GRADE 60, AND SHALL BE FIELD WIRED IN PLACE. 5. ALL 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. 6. EXPANSION JOINTS 1/2' WIDE OF PREMOULDED BITUMINOUS MATERIALS SHALL BE INSTALLED. HEAVY DUTY CONCRETE1 PAD DETAIL NOT TO SCALE 50%-65% OF BASE DIAMETER .2IN. 0 gI 14 �N I 5 mm 23-36 mm SIDE VEW 0.65 IN. 17 mm (MIN.) 1.6-2.4 IN. (41-61 MM) (MIEASURED C/C) 11.6-2A IN. (41-61 MM) (MEASURED C/C) 2.5' PARKING STALL STRIPINQ DETAIL NOT TO SCALE 4' AZURE BLUE STRIPING CURBLINE OR STRIPING ADA PARKING SIGN W/ VAN ACCESSIBLE SIGN (VAN SIGN FOR SPACES W/8' STALL & ACCESS AISLE ONLY) CONCRETE WHEEL STOP (WHERE REQUIRED) PAINTED ADA PARKING SYMBOL (SEE DETAIL) ;n W Ln 84 5' MIN, OR 8' NOTES: (SEE PLAN) 1. DETECTABLE WARNINGS SHALL BE A PRE -MANUFACTURED ARMOUR TILE TACTILE SYSTEM OR APPROVED EQUIVALENT. 2. WARNING SURFACE SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT PER LATEST A.D.A. NOTES: ACCESSIBILITY GUIDELINES. 1. PAVEMENT STRIPING FOR ALL ADA PARKING SPACES SHALL BE PAINTED AZURE BLUE. 3. CONTRACTOR TO COORDINATE SPECIFIC SYSTEM AND MATERIALS UTILIZED WITH THE ENGINEER TO ENSURE LOCAL, STATE AND A.D.A.COMPLIANCE 2 WHERE AN ADA PARKING STALL MEETS A STANDARD PARKING STALL, AN AZURE BLUE AND WHITE PAVEMENT STRIPE SHALL BE PAINTED. PRIOR TO CONSTRUCTION. WITH THE LATEST ADA ACCESSIBILITY GUIDELINES. 3. ALL PAVEMENT STRIPING, MARKINGS AND SIGNAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST ADA ACCESSIBILITY GUIDELINES. 4. DETECTABLE WARNING SURFACE SHALL BE IN ACCORDANCE W TRUNCATED DOME PATTERN FOR A.D.A. ADA STALL MARKINGS DETAIL DETECTABLE WARNINO SURFACE NOT TO SCALE NOT TO SCALE WATER OR STORM MAIN 18' MIN. , WATER OR STORM MAIN CLASS "C' CONC. a a ENCASEMENT A l WATER OR STORM MAIN PROPOSED GAS SERVICE TO BE INSTALLED IN SAME TRENCH IF APPROVED BY GAS AND WATER A COMPANIES 10'-0' z PROP. SAN. SEWER PIPE : ° '� ° ° a. .4 n F sy a" 6' MIN. (TYP) ° .° ° a a 4 11 CAUTION/MARKER TAPE, WITH WIRE OR METALLIC TRACER (TYP.) f- CONG, ENCASEMENT REQUIRED WHERE CLEARANCE BETWEEN SAN. SEWER PIPE & WATER OR STORM MAIN IS LESS THAN 18" EITHER ABOVE OR BELOW SAN. SEWER. 0'-0' i d 4 4 a q 20'-0' A PROP. CONCRETE CRADLE ° a WATER OR STORM MAIN TO SUPPORT ENCASED PIPE d a (4000 PSI CONC.) (TYP.) 'a., .d NOTE: CONTRACTOR TO CONFIRM CROSSING REQUIREMENTS PROP. 6' STONE BASE O 18" MIN. WITH ALL UTILITY COMPANIES AFFECTED. (3/4' CLEAN STONE)(TYP.) SI=O°H'ItDNI 3�-A UTILITY ICROSSINO DETAIL NOT TO SCALE CLASS 'C' CONC• ENCASEMENT PROP. SANITARY SEWER IPIPE CONSTRUCT 1/2' WIDE EXPANSION JOINT EVERY 20' WITH PREMOLDED BITUMINOUS JOINT FILLER CONSTRUCT CONTRACTION JOINTS CUT TO A DFPTH OF 1/2' DEEP 4' (TYP.) CONCRETE 51DEW1 PLACED EVERY 4' ON CENTER i •i 4 •o..�izfifr . ��:ff �� f 1 I t ►. it �if�ffOpffe� �\���\��rff�\�f���0���`�f� LK NOTE: 1. MAX. CROSS SLOPE 1/4" PER FOOT PITCHED TOWARDS ROADWAY. 2. PROVIDE 1/2' WIDE PREMOLDED BITUMINOUS EXPANSION JOINT AT 20' INTERVALS. 3. REFER TO SITE PLAN FOR SIDEWALK WIDTH. 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. SIDEWALK DETAIL NOT TO SCALE RED BACKGROUND WHITE LETTERS 30'x3O' R1-1 SIGN DETAIL NOT TO SCALE ARCHITECTS PROJECT ##: 35651.000 PROFEIONAL (ENGINEER VIRGIN A LICENSE No. 51627 l Job #: 2627-99-002 j 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 I DOWNSPOUT (ALSO ! LEADER OR CONDUCTOR) i i WALL BRACKET (5'0" O.C., MAX). f / $U\1.01taG i Ra,J1y0 S��FAC� i U ! ADAPTER PVC (TO OUTLET/ SEEPAGE PIT) ROOF DRAIN CONNECTION DETAIL NOT TO SCALE riO V'ra j'Y - V"iv 'G:r� 4. P a `a�. as W 4 r may. , • y 6" CONC. BOLLARDS (3 TYP.) ° r HOLD FO DOOR OPENING _ '. HOLD F >. • a JSLAB OINT CONTROL .. y SSLLAFB CONTROL f RfIlDP_/ 6x600 GA WWYWIF EAS WELDS PER ANGLE BEDDED IN MORTAR W11D Q TO ANGLE AND 8 x1 4 STEEL HOOK HINGE:� w 3'x3'x3/) 6 v I I ANGLE G o"'„ LONG 5 VERTICAL REHAR L — PROPOSm BI LOW 3 o� I- — SEE SITE PLAN PAINT —� 4" BOLLARDS (SEE DETAL) 9 Cn 11 �� � �, LATCH BOARD ON BOARD CATE 11 �� � � � LATCH 11 11 it 11 if 11 11 BOARD ON BOARD GATE 2 TE ( }W 9 16 x3 2 TE ST P (}W 9415 x3'� H LD�RS SET H LDS SET IN SLAB I I IN SLAB -FOOTIN(Y -DRILL HOLES IN CONCRETE FOR STEEL TUBE GATE STOP OLDERS SUPPLED W GATE CURB ( SEE SITE PLAN CORES IN FIRST } 16' TO BE FILLED WITH CONCRETE HOLLOW CONCRETE BLOCK W, f DUR- -WALL EVERY TWO (2) BLOCK COURSES F1411lE9 I_,__4a GATES PRODUCED BY FALCON MANUFACTURING. SPECIFICATIONS SHOW ON ARCHITECTURAL DRAWINGS. NOTES: 1. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAIL 2. EXTERIOR WALLS TO MATCH BUILDING WALL. MASONRY TRASH/BOARD- ON- BOARD 43ATE ENCLOSURE DETAIL NOT TO SCALE PROTECT YOURSELF WWAL, O f .} STATE AM MIA DUR$OEM DMW DUAU MEREAMAW. ADDITIONAL DEPTH FINE HMA SURFACE COURSE (OR LEVELING COURSE AS APPROPRIATE) TO EFFECT MINIMUM bESIRED SLOPE ON ASPHALT SURFACE - 1% ABSOLUTE MIN. - 1-1/2% DESIGN MIN. 1-1/2" DEEP HMA SURFACE COURSE (MIN.) z 8't MILLING OR AS FIELD CONDITIONS DICTATE _ � EXISTING SURFACE TO RECEIVE o .=pc MAINTAIN MIN. 1-1[2% SLOPE AS APPROPRIATE ASPHALT TACK COAT (SECTION 401.03.02) S - Q = EXISTING PAVEMENT SURFACE TO RECEIVE ASPHALT TACK COAT OVERLAY PAVEMENT DETAIL (SECTION 401.03.02) EXIST. PAVEMENT I OVERLAY DEPTH TO REMAIN EXIST. BASE 1" MIN. COURSE TO REMAIN NEW HMA SURFACE COURSE OVERLAY PAVEMENT EDGE NEW HMA BASE COURSE CONDITION DETAIL DGA BASE COURSE [NEW MIN. j---�1' NEW E0411 ST. 1 F EXIST. ASPHALT LSAWCUT (1" DEEP MIN.) AND HOT TAR SEAL COMPACTED NATURAL (EXIST.) SOILS FREE OF ORGANICS &- OTHER COMPRESSIBLE MATERIALS DEPTH PAVEMENT EDGE CONDITION DETAIL 1.5' HMA 9.5mm M64 SURFACE COURSE (SECTION 902,02.01) EXISTING HMA BASE COURSE [EXISTING DGA BASE COURSE I r EXIST. ASPHALT SAWCUT (1.5" 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 MILLING & OVERLAY DETAIL MAINTAIN EXISTING REVEAL (6" MAX.) MAINTAIN MIN. 1-1/2% SLOPE TO/AWAY FROM CURB AS APPROPRIATE EXIST. CONC. PROPOSED OVERLAY TAPER DEPTH AS REQUIRED WALK & CURB OVERLAY DEPTH EXIST. PAVEMENT SURFACE TO RECEIVE ASPHALT TACK COAT 8'1 MILLING AS REQUIRED TO (SECTION 401.03.02) ATTAIN SLOPE EXISTING CONCRETE WALX 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. MILLINQ DETAILS NOT TO SCALE CENTER OF CDS STRUCTURE. SCREEN AND FIBERGLASS SEPARATION SUMP OPENING CYLINDER AND INLET A ` 7 >E, � �j k . FLOW - % i, 'TOP SLAB ACCESS J ry•(SEE FRAME AND COVER (DETAIL) "' \__ 46" [12191 I.D. MANHOLE PVC HYDRAULIC SHEAR STRUCTURE PLATE MAX, FLAN VIEW B-B N.T.S, CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS!RISERS FIBERGLASS SEPARATION CYLINDER AND INLET - u I I � > t3 INLET PIPE II. (MULTIPLE INLET PIPES --� 1. �`_' =- f--OUTLET PIPE MAY BE ACCOMMODATED} I i t - J \_ PERMANENT POOL i r„' I ELEV. OIL BAFFLE SKIRT SEPARATION SCREEN PVC HYDRAULIC SHEAR PLATE SOLIDS STORAGE SUMP ELEVATION A -A N.T.S. fts. ro Y 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'dVITH INLET PIPE OR PIPES SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) SEDIPAENT YVEIR FOR NJDEPI MCAT CONFORMING UNITS FRAME AND COVER (DIAMETER VARIES) N.T,S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURED WATER QUALITY FLOW RATE GFS OR LIS) ' PEAK FLOW RATE (CFS OR Us) ' RETURN PERIOD OF PEAK FLOW (YRS) ` SCREEN APERTURE (2400 OR 4700) ` PIPE DATA: I..E. MATERIAL DIAMETER - INLETPIPEI ' INLET PIPE 2 ` OUTLET PIPE ` RIM ELEVATION ' ANTI -FLOTATION BALLAST I WIDTH HEIGHT NOTES/SPECIAL REOUIREMENTS: , PER ENGINEER OF RECORD GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH ()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MIAYVARY. 3, FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLG REPRESENTATIVE. wNw.contechES.00m I O MATION CONTAINED IN THIS DRAWING. 4. CDS WATER QUALITY STRUCTURE HALL BE W ACCORDANCE WITH ALL DES( ION DATA AND INF R OU 5 S CC G 5. STRUCTURE SHALL MEET RASHTO HS24 AND CASTINGS SHALL AFFY NS20 'AASFTO M�6L AD RATING ASSUMING GROUNDWATER ELEVATIO N AT. OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. 6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING. INSTALLATION NOTES A. ANY SUBBASE: BACKFILL DEPTH, AND(OR ANTI -FLOTATION PROVISIONS ARE SITE SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE 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. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. Oe TEH' CDS2015-4-C ENGINEERED SOLUTIONS LLC INLINE CDS WWW. S. 1. CP. WS tITI STANDARD DETAIL E025 Centre Poiae ne, Su;1e 440, '�"lesf Ches4�r, OH .1Sf�i9 as , NAMEPLATE INDICATING: •,, ;y-MFG: PARK ENVIRONMENTAL 888-611-PARK a° 4VWVd.PARK-USA,COM MODEL,: GT-1 .DATE MANUFACTURED TO PUBLIC SEWER SYSTEM INLET AND NUTLET PIPING PROVIDED BY OTHERS. ' 4. pa a4" GRADE FROM KITCHEN WASTEowl " -,SEF-0—ase 4vER LINE GREASE TRAP R A C ���� \ � Give" kbiapdx SAMPLE WELL TO SANITARY SEWER Typical applications include commercial 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 flour sewer systems. A somple well is utilized on the outlet side for sampling by the t' L 4 r1 FROM KITCHEN WASTE f -4" VENT CAST IRON FRAME & COVER (TYP--2) VENT INLET i i { I FL1 P LAN VI ENV ELEVATION ® Park 2010 (GREASE INTERCEPTOR SCHEDULE MODEL I No CAPACITY USGaI GREASE CAP. (LBS) EMPTY WT (Lf35) LENGTH L NDTH W HEIGHT H d_ET IOUTLE T FL1 , FI _2 GAT-500 500 1,200 9,500 7' 10" 4' 4" 4'-6" 3'-3" 1 .3' 0" GT-750 750 1,700 9.900 7'-10" 4'-4" 6'-0" 4'-5" 4'-2" IGT-1000 1,000 2,300 13,350 8' B" 5'-0" 6'-0" 4'-9" 4'-6" 1 GT-1250 1,250 2,900 14,650 9'-2" 5' 8" 6'-0" 4'-9" i 4'-6" GT-1500 GT-2000 _1,500 2,000 3,500 4,600� 162050 21,250 9'-2" W-0" 5'-8" 6'-0" 7'-0" 8; -0" 5'-" 5'-6" `9 6'-9" 61-61, GT-2500 2,500 5,700 27,050 13'-0" 7'-0" 7'-0" 5-9" ` 5'-6" GT-3000 3,000 6,900 33,150 I S-O" 7' 0" 8'-0" 6'-9" t C-6" GT-3500 3,500 8,000 38,550 13'-0" 7'-0" 8'-6" 7'-3" 7'-0' OT-4000 4,000 9,300 38,100 16'-0" 8'-6"1 7'-0" 5'-9" F R CC H DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 JOS"EPT.7uNE PROFE IONAL NGINEER 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 CHANGESCOUNTY COMMENTS REV 4 04/24/19 KAK r Restaurant #: 5600 LONGHORN LH J Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 loaf water alathorl,ly specifications CONCRETE : Class it concrete with design strength of 4500 PSI at 28 days, Unit is of monolithic construction at floor, first stage of wall and baffle OTHER SIZES ARE AVAILABLE. CONTACT US FOR MORE INFORMATION Engineering Data The grease interceptor is structurally &hydraulically engineered to conform to regional plumbing cosies recommended in most cities. Consult with local authorities for specific application requirements. AUTHORIZED FOR: PERMIT / BID with sectional riser to required depth. (Monolithic baffle required, slide --in type is not acceptable) Shop drawings shall include complete structural & bouyancy calcutotions CHARLOTTESVILLE VA certified by a licensed professional engineer. REINFORCEMENT: Grade SO reinforced with steel rebar conforming to ASTM A615 on required centers or equal. Consult with Park Equipment Company for exact excavation dimensions vc Drawing G..I. CASTINGS: Manhole frames, covers or grates are manufactured shipping information. ; of grey cast iron conforming to ASTM A48-76 Am Class 30. Manhole shall be nominal 24 inch and be traffic duty. AMdiameter IPCI� EPA " ,WBER _ C-1613 j) ' I PTIAM cMTMrsurr GREASE INTERCEPTORPAR 3��-�71-PAR� SERIES OT - 50� —NFI�4000 GALLONS www,park-L)SA. cam ENVIRONMENTAL EQUIPMENT SCALE NONEDWG. NO. REV, GATE S T-1 =A er--t the Best ZUIa A � —--WIDENTRENCHTn ACCOMMODATE o�»~ ANCHORIF REQUIRED. BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL, TEE AND PLUGS VOL. F0_ 11 ., 1/4 1,83 1''..2.33 1 2.84 0.18 -------- --------- 1, THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2USE 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 S17-E OF ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS NTS v (1) A 1-3/4' DIAMETER HOLE IS REQUIRED IN HE LID FOR TOUCH READ METERS. TYPICAL METER BOXES NTS PLACE 5' GALVANIZED " WITNESS ~ POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 10 AS DIRECTED, MARKER LOCATION MAYBE SUBJECT -� / TOHIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE M.J. CATE VALVE F-1 CONCRETE 2'x 2' BEARING AREA. THRUST BLOCK - 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS (D `ns -OR USE ON DETACHED SINGLE FAMILY� AN � JETER IS NOT ROIADED. CAST IRON LID FINISHED GRADE E BOX 3T MIN._ COPPERSETTER / v*mEN» METER TOP BRICK AS NECESSARY SAND OR DUST UNDER -INCH MINIMUM THICKNESS) LONG STONE POCKET, VDOT !7T 0, AGGREGATE ATl0N TYPICAL SERVICE LATERAL INSTALLATION mTS FIG. 0-sA GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL MIN MIN. MIN. MIN, 6" BEDDING #68 STONE ROCK STABLE SOIL 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 MIN- MIN MIN, #68 STONE -GRANULAR FILL AS APPROVED BY ACSA BLE 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. OMPACTED IN 6" LIFTS. 3.THE INITIAL BACKFILL SHALL BE PLACED AND C 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 BEDDING NTS (22.5' FOR COMPOUND METER) (22,5" AOR COMPOUND METER) 37 12* MIN. MNGNUT LOCKING ASSEMBLY __j BYPASS PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4", MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL 13E 8". 31 THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT (2 METER NTS FIG. W-7C BOX TO METER BOX (SEE FIG. W-O COPPER 74^ PLUG THREADED FOR | 2" COMPRESSION FITTING | NOTES: ° GATE VALVE WILL me/rUNLESS OTHERWISE SPECIFIED eYnxcacsx ~ SERVICE uwsTocommECT*TMAIN WITH x"°rrss. ~ REFER roFIG. vv-3FOR THRUST oLorxDETAILS omTEE, ° acFenrupIaw-5 FOR THRUST BLOCK DETAILS AND DEPTH orCOVER omGATE VALVE. * NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT, USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. " USE zsoop.s./.CONCRETE LARGE k��T�� ����V1(`� LINE ��' `� ``'`� METER ��. ` SERVICE , . �^� NTS FIG. W-15C EMBEDMENT SPRING LINE OF PIPE - _ut REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION B RLL* * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER --HAUNCH|NQ —BEDDING 6^ max 4^ min —FOUNDATION (SHALL BE REQUIRED WHEN 30L CONDITIONS ARE UNSTABLE %ALL PIPE) NOTE� 1. OPEN --- CUTS IN PAVED AREAS WITHIN B0S0NC VDOT RIGHT-OF-WAY SHIALLBE gACKFILLED ENTIRELY WITH NO. 21A SToNE, 2.FOK DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR X 4,BEDDING OF NO, 68 STONE SHALL BE PROVIDED' J.WHERE ROCK IS ENCOUNTERED PIPE SMALL BE INSTALLED ON A MINIMUM 6° BEDDING OF NO, OD STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH SEWER SERVICE LATERAL CONNECTION NOTES: 1. INHERE A SEINER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS THE TOP (CROWN) ELEVATION OF THE SERVICE INDICATED LATERAL PIPF 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 SADDI F. VICE CONNECTION SHALL BE 2% 3. MINIMUM GRADE FOR SEWER SER (11,V PER FOOT 4. ALI. 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 CROUNI MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL IN LINE WYE-TFE PLAN VARIES It SEWER SERVICE LATERAL CONNECTION 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4° 1` MIN BRANCH 12^ -=�-----' FLEXIBLE CONNECTION WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE LU CONNECTION BOOT INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE IN NTS FRAME& COVER (SEE FIG. S-|-D'E) STREET SURFACE OR AREA SLOPED AREA IV RUBBER COATED STEEL 3,_0 MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS "0" RING SEALS 4 16" MAX MINIMUM ELEVATION FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRE TE VARIES DEPTH OF FLOW -ILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BF 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 WASHER � 31 5/a"x18" BOLT %a" HOLE- & NUT ---- - _ - - a 6"x 8"xl' 2" TREATED PINE BLOCK OR �/4" HOLE '14' RECYCLED MATERIAL. ` GALV. STEEL 10D Q COMMON NAIL w SEE NOTE 5. w 6" WIDE BLOCKOUT TREATED PINE BLOCK _ SOUTHERN PINE 3i 1 1✓" 41D I � HOLE d 73/4�� 6x8 'MOOD POST 4°x 13"x1' 2" TREATED PINE BLOCK. THE CRT POST IS FOR USE WITH THE STANDARD GR-10 TYPE M OR WHERE t" WIDE BLOCKOUT SPECIFIED BY THE ENGINEER IN THE t1 PLANS. j 1!4 � € �I I n m Y.,! l4" HOLE 6"x6"xl'-2" ti TREATED PINE BLOCK OR „ c b RECYCLED MATERIAL FOR USE WHEN REPAIRING DAMAGED GUARDRAIL CONTAINING STEEL BLOCKOUTS. BLOCKOUT FOR MAINTENANCE REPAIR ONLY LESS THAN 1'-0" -STRONG POST 8'-0" POST GUARDRAIL REQUIRED TAR DETAIL A " ¢�r Yq°' CIA POST MAY BE HOT ROLLED OR WELDED. HOLE N Y4" $" GUARDRAIL INSTALLATION i HOLESITES REQUIRING LONGER II GUARDRAIL POSTS 3" pAS, NOTES; 1. ALL BOLTS, NUTS, WASHERS, AND OTHER a TREATED PINE ~ II & NUT BLOCK. OR o STEEL ITEMS ARE TO BE GALVANIZED. RECYCLED w MATERIAL � 2• ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON ANY ONE PROJECT WITH -I - - II W6xa.5 OR THE RESTRICTION THAT THE SAME TYPE OF II 4t6x9 - z POST AND BLOCKOUT MUST BE USED IN ANY SINGLE RUN OF GUARDRAIL. n o 11 OPTIONAL HOLE 3_ FOR DETAILS OF GUARDRAIL ELEMENT SPLICE 11 TO FACILITATE ° JOINT, HARDWARE, ETC, SEE SHEET NOS.501.01 GALVANIZING AND 501.02. 3',/2" DIA. - HOLES 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE II �- TOP OR BOTTOM OF BLOCKOUT AFTER 5/8" x 18 BOLT IS INSTALLED. HOLES IN POSTS I a, I i AETS 6TO HE HE Y4 K DIA. CRT POST STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. VDOT REFERENCE STANDARD LOCKED JUT -BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS 221 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 236 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 50105 LID MARKER "S„ 10" MIN A.B.S. ADAPTOR WITH PLUG ASTM D-26615CHEDULE 40 OR WING -NUT PLUG DONUT DIAMETER SHALL BE � J„ SPECIFIED ON THE !,/ 7 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 3. CLEANOUT WYE AND RISER SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE MAIN UNLESS OTHERWISE SPECIFIED. TYPE "N" STANDARD VB-1TYPE "C" FRAME AND COVER DIAMETER SHALL BE SPECIFIED ON THE PLANS. PLU(� +. 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 MAIN UNLESS OTHERWISE SPECIFIED. SEW EFL CLEANOUT VIRGINIA DEPARTMENT OF TRANSPORTATION Mm41 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 15" AS SHOWN, NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS p SURFACE BASE e.d • o-A e,Q �a a p p t SUBBASE SPECIFICATION REFERENCE 105 502 DI-3A, 3B, 3C FYPAWN ION JOINT , 11 Il 'BAR F I. BARS D L-V w z w W Vill STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION FOR DETAILS OF INLET BACK OF SIDEWALK 4,e �-2' R CG-2 SURFACE SUBBASE X ROAD AND BRIDGE STANDARDS REVISION DATE I SHEET 1 OF 1 201.0i EXPANSION KEYED JOINT CONST. BARS D JOINT $ rBAR G C 6„6„6„ BARS B O w F 11 I i O IIIIIIII ................ n w BAR A GUTTER FACE OF CURB CRACK PLAN MAX, 20' B ROL JOINT "6' MIN. 10' MAX. ACM R BAR C 2„ I - SUBBASE HARDWARE CLOTH z `5 + BARS F^ I WEEP HOLE. a I SEE NOTE 8 I STEPS.'SE NOTE 5 4 -0 SECTION A -A f` KEYED CONST. JOINT 2'- 10" GUTTED 2„ GUTTER z BARS A APPROACH GUTTER I BARS E iv 0- F BATS F B BARS E _*3" DIAMETER B 1 WEEP HOLE FRONT ELEVATIOIV BARS F-� 8" 1'-8" 8" (GUTTER REMOVED) i 3'-0" 1/4. 5Xi/q" BENT PLATE (I j{ _ SECTION B-8 „ `_ti a. "R TYPE A NOSE DETAIL SHALL BE USED WITH CG-•3 & CG-7 STANDARDS. =� I/a ~ - L2%2"X21/2"XI/4" `t GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG--2 & CG-6 STANDARDS. TYPE A TYPE B `- I/2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30` TO ANGLE IRON AT 2'C C. CONNECTORS AND IS TO BE ANCHORED WITH /�" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ APPR,PAVEMENT DI-.3A L. J DI-3B L DI 3C L WARPED PAVEMENT T_ ^-FLOW x FLOW FLOW 1 1Ifl DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER * ,{ n �( (� p BOTH SIDES (SIDES TO BE SYMMETRICAL SYYM{M^�ETRICALINLET kVI)C�T STANDARD t1It IJ t'lri CURB J f B LJ E i 1J SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 12" 30 " PIPE- MAXIMUM DEPTH (H) 8' 233 08ti0 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.09 DI-1 �z SECTION CAST IRON will SECTION STEEL 2' �„ NOTES LUGS TO BE L 2°/a"x 21/z" x I/a" 1 DEPTH OF INLET (H) TO BE SHOWN ON rn �- cd Qs 9y „ 2,-710 4'-2" CAST WITH COLLAR " 10i LONG PLANS. FOR DEPTH GREATER THAN 10' USE _ STANDARD DI-1A i 2. THE 'i DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS -jT WILL BE MEASURED FROM THE INVERT OF CAST + GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING rI 6g , WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS OPTIONS ± 43.6 LBS CONNECTORS SHALL BE DETERMINED BY THE BRACE RIBS 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING 3, WHEN SPECIFIED ON THE PLANS THE LUGS CONNECTORS INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 11/2" 4"1ir x 4" STRUCTURE. LUGS 12" 9��� STUD SHEAR 4. IN THE EVENT THE INVERT OF THE PLAN ������� CONNECTORS QUTFALL PIPE IS HIGHER THAN THE (GRATE REMOVED) BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A . OF THE STRUCTURE SHALL BE SHAPED - -�•� 11 WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING `-� COLLAR DETAIL I "MIN RAISED Z� ETTERING AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPSN H IS OR ARE TO FOR VIDETAILS DED ESEE CAST IRON ONLY STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A 'D IN -PLACE. 4 -2" HARDWARE 2' 6 1'-3" SEE DETAIL B 7. # 4 X B" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE 2'-71' CLOTH I PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR. #68, #78 ORSETTLEMENT. ,,. �,«. -. ",,,." - TO ABUTTING CONCRETE TO PREVENT #N LIEU OF DOWELS #S x 6" WIDTH PROVIDED. MAY 84 A w w w �> a 6 c l SEE" STANDARD T-D#--3CH FOR M a = � (I COLLAR g 3" DIAMETER WEEP HOLE ALTERNATE DESIGN. ca = . t> , SEE NOTE 8 MMM 8. 3" DIAMETER WEEP HOLE WITH 12' X12 ., PLASTIC HARDWARE CLOTH /q MESH 4 � z z OR GALVANIZED STEEL WIRE, MINIMUM 12"-18"-1B" OR 24" „ WIRE DIAMETER 0.03 , NUMBER 4 MESH `+' `+' -1 ``} e .-� � HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. CV C*1 C*1 R) p % . d� 9. CAST IN PLACE CONCRETE IS TO BE A CLASS A3 (3000 PSI). PRECAST A vmfl ro CONCRETE IS TO BE 4000 PSI. SECTION A -A „ , ,,� _ �,,, 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER SEE DETAIL B QUANTITIE rs` r OR MIDI. DEPTH 4,� MAY BE SUBSTITUTED FOR THE CAST IRON CONCRETE LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1,440 CU, YD. CONCRETE CONCRETE PIPE - 1,528 CU, YD, CONCRETE �4' 1"Ij PAPPROXIMATE WEIGHT15" ��a• CAST IRON GRATE 363 ± 18 LBS 11. DUMP NO WASTE DRAINS N WATERWAY LETTERING 9S ALL D#-i 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE LOCAREQTION OF LETTERING MAY LMANU 24' CONCRETE PIPE - 1,817 CU, YD, CONCRETE SECTION C#-C SECTION D-D VARGRAY BYS. ACTURER. GRATE DETAIL ADDITIONAL FOOT®OFEDEPTH. VD= DROPINLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS r'�A 12" - 2411 PIPE: MAXIMUM DEPTH (H) ' 10' 233 SHEET 1 OF 1 REVISION DATE 302 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION -__- FK%.H DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT #: 35651.000 PROFEIONAL (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 LH 9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID p i � 3 4 # RIW TAKING PEI? A a 46n, Pa 554 3 � b p� 6 S11' " E .� . f� 4.65' r; $ it C, F �l y €i �! A PER" RET. WALL AND nMff C SnN as PER D.H. 4679, PC. 554 3.6 All 1, p T tw d 7 1p�+n ® P �+ a� a� arm" �,� '�"�..�- r aw f t -- —"� ; 4 DE YARD BUILDING Q a - qr. aq a a .. . O � uq q / Y w•- .,.Pt..i•r A 1i 0 46 a 73 � t 1 THIS PLAN TO BE UTILIZED FOR VEHICLE CIRCULATION PURPOSES ONLY A=35.34 ° e, R=45.00' :x •i d=4f59'47- 'r .. ? CHB=S71'46 51 E a 4 S 49'16 58 E 23.73' �— d 1 Milli 366111 '. �'i�✓ 3'� �'S� � ap N :.,4`,;: >,y..a'3. s!y'�5..,7�< q ?h: 01 60 UN 11 S < fi ro £ V 4 a y i f, OIL - i s' a A r •, TR MC CONMa DEVICE OR OTHER CONSMUCHOM EASE �I 0 0 n ---------------- SMwM r�r STOW wH ---\ 0 N '40'23" W 45.32' ., 1 l t tF� I i 11 + 7 t I _ r I i I 4 / F 4 .2J 1 d � t fix' PARCEL ID: 06100-00-00-1 LANDS N/F L� CV ASSOCIATES D.B. 1908 PG. 726 l , r` 4b 1 r 1, t r l 4 '. 4 t � 1 1 I 4 4 0 % W 1*1_. 94 0o' .. A-77.32' R=188.24' A--23'32'080 CHB=N 4747'17" W CHD=7 .78' 4 1 WB-6 k verau overa11 Overall 40. It i MaxTr ;f heaTrc i Lock. tc t t Max Str t t l t 4 l } t 5' SIDE Y BUILMS j SM Mil i t4 j 1 1 � t t VEHICLE LEGEND: t t CHASSIS ENVELOPE t i ---. C t t VEHICLE BODY ENVELOPE � 1 1 .4 l 1 t 1 1 t GRAPHIC SCALE t 4 t is t IN FEE[ ) t } 1 INCH = 20 FT. 1 4 F R C" H DESIGN WORLDWIDE 311 Elm Street Suite 500 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT#: 35651.000 i PROFEIONAL IENOINEER VIRGINIA 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 Prototypecurrentthru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID y N k a A R. RfW TA NXG PE? D.D. 4679 PC. 554 i IS Y u , s 6iol 1 1E .gym 4.65' X P� N' h A 3 E`y 4, ' •P PSWEIVT 9 �1 tt In WALL AND TRAFRC SO WDAI iYT PER D.6. 4679, PG 554 Ta 1 t N t 9s07g ay 717 ram_ ,. ■.BUJJJ�JNG 77 d a ngY1 `--► ate a 4 :,q ?, �� y?� .,�'''. * sue. �.J � `?': � :x:r'�1;' A•. � v ! `l i 1 �'`' �+� � � ,��, `„zy�O' `„a�y.3?.�,,; ^',?✓s < o a» t� ,�C`�'�' �t jp! � a :F 1 9 sY, `ca > ?a>o- €k 1 ,.z a y , >.y zo }k c � a 3rr :;;:,try: a -Ila 11�. Q, t s �� \ i(it 3c 51C t4d ° ' t:� y.'j5 K3 ��"�4: , k � � E' r `�� ,,yy��*; �'t ~.,•y } q .4ti � .+Y C E3 0; a x: .Z~. .r 0 N. ;.... . 1.13 O a 0 ffir I f D MH & d SM MR STfiYgl/ elf! b7DlRft III& 45.32' TRAMC CONIM DDICE OR WER CONSTRtJCTfi(N FA.91"T G r_z a 19J y3 A=77.32' R=188.24' A--23'32'082 CHB=N 4747'17" 'W CHB-76.78' EM x 0 i THIS PLAN TO BE UTILIZED FOR VEHICLE CIRCULATION PURPOSES ONLY ,7 A A--35.34, A=W59'47" CHB=S 71'46'51' E S 4T16'58" E 1 r+�"r g ` I I r r t i 0 tD If `_ tl 1 t 1 J 1 �C hWJL t s rt ys 1 !t PARCEL ID: 06100--00-00-13200 1J LANDS N/F CV ASSOCIATES D.B. 1908 PC. 726 J ti I t J I V ! t t 4 I i t 1 1 l l t I t 1 1 t 4 1 o l 4 t `Q7 J ► I 1 i I ! t 1 t t i J 4 t r t, }t } t I 1 V t t V I 1 t I W t t r am M100- 4 1 t i j STOW MH V 1 ' Ijkl1CLE LEtI!iEND: � V V CHASSIS ENVELOPE VEHICLE BODY ENVELOPE t t t V I t' }t GRAPHIC SCALE { }� ( IN FEET ) V V V 1 INCH = 20 FT. 1 0 LE Ref Over Over Over Ivl i n Tr"OC LOCI - Max F R L"m H DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT#: 35651.000 PROFE`�SIONAL ENGINEER VIRGINrLICENSE No. 51627 Jflb #: 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 Riff Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID 0 : I 0 l ?l AROG 9 NS 1 CFR j 1 11 , 010 owl Rf W TMNC PER AR 4679, Pa ti '� 11t{ � • a' 1 t r i S 5511'0 " E d q , �I`qw M r TG � �'jff/�•' t �� TA k$ R �v ,Dx #p,- �• WOO � � -� '��Lre�.B�D.D�► � �1i1 t: �,, .� } hx��T af• ai; i f ■ 1 MW 1 CFR Olt-, 4 ,aa 5 4 N5.1% 1 IMP 1 FPS FPS� 8 r \ ! f , 1 CFR M t 1 ARM r, 3 CIO t ,a jr �-3 71 IFE i 1 ` 1 ;r t 1 AROG �3 t MOT MUPORAff PD? OB. 4594, PG. 065 9 r, UNUTY FACILilY E4"ENT AD . COMPANY OF WWVNIA CPAITURYLW!{ D.R 14594 PG 165 a A 1�g i 8 PA -1 NS i tTM A.PPRl7X. Lt?G4 ` VW" NMA FM ff WE Pi45AM M D.B. 1314, PG. fit, D.B. 4594, PG. 65 , 8 PA 4ROM PROP. TREE PROTECTION FENCE 1 ARa Him p � sOP N 923' W 45.32' w 1 IMP �.�. 6"' 7 1 HVCW 3 JIM 3 PA °ir oy 3140 I0' A=77.32' CHB=N 4747'17* W CHQ=76.i8' i58 } 23.73' 1 Ffirfp i — :I - - - GE ��>�; f" __..� �.-..-_ �I�.S� � ~` _"'.-....�.a... .aa� a. I�� lw t '-.._ ^, m_._.m _..__.a... LY �'•->,...-. ..,�a._-�.,.-� � fj .M.., ,,.,. -,p• _77— J 3 dl'iYP y 1 i 1 3 / J/ 3 MIN 1 3 JIHW / J ! 1 MIG Ad91L 1 f QEY. = 491.23 PA FA f ;t 1J f PARCEL ID: 06100-00-00-13200 4 JHW ,' , f LANDS N'F GV ASSOCIATES G D.B. 1908 PG. 726 THIS PLAN TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY 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. f t t KEY BOTANICAL NAME COMMON NAME SIZE CANOPY REMARKS t �;t SHADE TREE(Sl 3 PA 1 y t 9) AROG 8 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 3 1/2' CAL MIN. 50' - 70' B+B - ! I IMP 7 FRAXINUS AMERICANA 'AUTUMN PURPLE' AUTUMN PURPLE ASH 2 1/2-3' CAL 50' 70' B+B FPS 6 FRAXINUS PENSYLVANICA 'SUMMTf SUMMIT GREEN ASH 2 1/2-3' CAL 50' - 70' B+B / t ' 1 GD 7 GYMNOCLADUS DIOCUS KENTUCKY COFFEETREE 2 1/2-3' CAL 50' - 70' B+B NS 6 NYSSA SYLVATICA SOURGUM OR TUPELO 3 1/2' CAL. MIN. 50' - 70' B+B / } l 34 ORNAMENTAL TREE(S) i y CFR 5 CORNUS FLORIDA RUBRA PINK FLOWERING DOGWOOD 2-2 1/2p CAL 20' - 40' B+B lJ 5 LAGERSTROEMIA INDICA COMMON CRAPEMYRTLE 7-8' 10' - 20' 30 GAL y t MV 3 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 8-10' 10' - 20' B+B 1 FPS r ! 1 cy1 13 )/ y EVERGREEN TREE(S) f t i ABC 2 ABIES CONCOLOR WHITE FIR 6-7' 20' - 70' B+B !/ JV 6 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 8-10, 20' - 70' B+B f 1<1 8 Q EVERGREEN SHRUB(S) / t i 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 RGHS 19 RHODODENDRON X GIRARD 'GIRARD HOT SHOT' GIRARD HOT SHOT AZALEA 18-24' 3' - 15' #3 CAN / 1 y TMD 20 TAXUS X MEDIA 'DENSIFORMIS' DENSIFORMIS YEW 24-30' 3' - 15' B+B !f i yy 86 J y co i DECIDUOUS DECIDUOUS SHRUB(S) CA 18 CLETHRA ALNIFOLIA SUMMERSWEET CLETHRA 24-30' 3' - 30' #3 CAN y) y FXI 36 FORSYTHIA X INTERMEDIA 'SPECTABILIS' SHOWY BORDER FORSYTHIA 34 3' - 30' B+B y y HVCW 12 HAMAMELIS VIRGINIANA COMMON WITCHHAZEL 34 3' - 30' B+B MP 29 MYRICA PENSYLVANICA NORTHERN BAYBERRY 30-36' 3' - 15' B+B t t VD 10 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 34 3' - 30' B+B )�'7 y) t 105 15t _.l 1 y GROUND COVER c9l 1 y =n y JHW 52 JUNIPERUS HORIZONTALIS 'WILTONI' WILTON'S BLUE RUG JUNIPER 15-18' SPRD 13 CAN t t ORNAMENTAL GRASSES) 1 l PA 46 PENNISETUM ALOPECUROIDES FOUNTAIN GRASS 2 GAL CONTAINER y A) I NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. SEE SHEET L1.2 FOR LANDSCAPE PLAN NOTES DETAILS t�l 1�t � y�y tp�5t s I � l lit 1�4 t t tl 1 t 1 �VNIi -20 GRAPHIC SCALE 10 20 40 IN FEET} 1 INCH = 20 FT. 80 FKLH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT#: 35651.000 U ONE J^SEPH PROFE IONAL 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 CHARLOTTESVILLE VA L1,1 PLANTINaNOTES LANDSCAPINaREQUIREMENTS IRMATION NOTE: offa.mm 1. PLANT MATERIAL SHALL BE FURNISHED AND INSTALLED AS INDICAT% INCLUDING ALL DABOR PLANTS EQUIPMENT INCIDENTALS AND CLEAN-UP. ET E PLANTED WITH EVEN SPACING IN A ROW WITHIN THE PUBUC STREET RIGHT-OF-WAY OR ADJACENT TO THE PUBLIC STREET RIGHT-OF-WAY IF NOT CONTRACTOR TO PROVIDE AN IRRIGATION DESIGN FOR BOTH FKUwH COR ALIGIN MATERIAI&O 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT ECT GRADES AN MENT. LIT Td BE APPRNED BY LAN%CAPE ARCHITECT PRIOR TO PERMITTED THEREIN BY THE VIRGINIA DEPARTME14T 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 1 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 FIFFY (50) FEET OF STREET FRONTAGE, OR PORTION THEREOF, IF TWENTY-FIVE (25) FEET OR MORE, (§32.7.9.5(D)) CONTRACTOR TO VERIFY STATIC PRESSURE PRIOR TO DESIGN. SYSTEMS AND BE FREE FROM DEFECTS AND INJURIES. CONTRACTOR IS ALSO RESPONSIBLE FOR ANY PRESSURE 4. CONTRACTOR SHALL REPORT MY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL C. WHERE PERMITTED, ONE (1) MEDIUM SHADE TREE SHALL BE REQUIRED FOR EVERY FORTY (40) FEET OF ROAD FRONTAGE, OR PORTION THEREOF, IF TWENTY (20) FEET OR MORE. REDUCING DEVICES REQUIRED TO MEET MAXIMUM 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 (§32.7.9.5(D)) REQUIREMENT. SYSTEM DESIGN TO SHOW ALL VALVES, 311 Elm Street Suite 600 OF AT LEAST ONE YEAR FROM THE DATE or ACCEPTANCE FOR TREES AND SHRUBS. REPLACEMENTS SHALL BE MADE AT THE BEGINNING OF THE FIRST SUCCEEDING PLANTINAEASON. ALL REPLACEMENTS SHALL HAVE A GUARANTEE EQUAL TO THAT STATED ABOVE. THEREFORE: 396 FT * RONTAGE) = 8 LARGE TREES (Y) 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 CONTROLLERS, ALL SLEEVES IN PAVEMENT AREAS MUST BE PROTECT STOCK NOT PLANTED. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY, MY PLANTS NOT INSTALLED 396 Fr * �1 MEDIUM TREE/40 FT OF FRONTAGE) = 10 MEDIUM TREES M SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 5132413000 DURING THIS PERIOD WILL BE REJECTED. D. WHEN A PARKING AREA IS LOCATED SO THAT THE PARKED CARS W11 I BE VISIBLE FROM AN OFF -SITE STREET, THE AGENT MAY REQUIRE ADDITIONAL PLANTING OF LOW STREET ICE 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 PUBUSHED BY THE AMERICAN NURSERY A LANDSCAPE ASSOCIATION. 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 LSHRUBS SHALL BE A MINIMUM OF TWELVE,�12) INCHES IN HEIGHT WHEN PLANTED. ON PLANTING DETAILS. LARGE PLANTING AREAS TO INCORPORATE FERTILIZER AND SOIL CONDITIONERS AS STATED IN PLANTING SPECIFICATIONS. 1SHRUBS SHALL BE IN A SINGLE ROW PLA D FIVE (5) FEET ON CENTER. LANDSCAPE STANDARDS AND GUIDELINES I I I LANDSCAPE STANDARDS AND GUIDELINES � I 0 1 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 I LONGHORN STEAKHOUS ARCHITECTS PROJECT#: BOTTOM OF THE BALL ONLY. E AN AREA OF AT LEAST FIVE (5) PERCENT OF THE PAYED PARKING AND VEHICULAR CIRCULATION AREA SHALL BE LANDSCAPED WITH TREES OR SHRUBS. (§32.7.9.6(A)) REVISED 04-20-2017 1 REVISED 04-20-201; 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&AND JE3 NOR 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. HE MINIMUM AREA LANDSCAPED AREA FOR A PARKING 1 (§3 . A.6(A)) 11. NO PLANT EXCEPT GROUND COVERS SHALL BE PLANTED LESS THAN TWO FEET FROM EXISTING STRUCTURES AND SIDEWALKS. — 12. SET ALL OLANTS PLUMB AND STRAIGkf. 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% = 4,497 SIF OF PARANG LOT LANDSCM DYNARAIC 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. IT IS ADVISABLE TO PRUNE APPROXIMATELY 1/3 ENGINEERING T EES (2' 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 DEyFjL0PM",C,0N;UMNr- �?EWMNG � I'll 11 I MAIN LEADER OF TREES WILL NOT BE CUT BACK. LONG SAE BRANCHES, HOWEVER, MUST BE SHORTENED. PORTION THEREOF, IF FIVE (5) SPACES OR MORE. (§32.7.9.6(B)) GEMCHHtCA I t o'g"ROMPUTAL, 14. EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE TO PRESERVE NATURAL CHARACTER OF PLANT. PRUNING SHALL TR�*��So*, PIAI - , , (A) Rock mul,ch -shall be 4"'-15"diameter River Rc,�k at the- front of the, . , � �_ 0 NNING4 ZONPIr 11� ,� I.. I - � v::ix:::�: :� I 11 I I �, ,, r - �� ;, BE DONE WITH CLEAN SHARP TOOLS. THEREFORE: 184 PARKING SPACES * (1 LARGE OR MEDIUM SHADE TREE/10 PARKING SPACES) = 19 MADE TREES WITHIN THE PAWNG LOT M __� I I � � : �::i:i�', I - 11 � :.� ::',', � .� , , � i:R:: �� ,�: , 0 :� 0 1 : , 15. ALL EXISTING TREES fO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES AS A RESULT OF CONSTRUCTION OPERATIONS. ALL EXISTING TREES SHALL building and 2`-,3," diarrieter River,Rock at the s4es and rear 19NM*�#Ootr take com , NJ:: � �.. 9 BE FERTILIZED WITH A REGULAR GARDEN FERTILIZER �5-10j 1 . �, I 1: , UPON COMPLETION OF WORK. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT H. EACH SITE SHALL HAVE A TREE CANOPY COVERING THE MINIMUM PERCENTAGE OF THE SITE AS FOLLOWS: I I I I I j . - I `4. ��:;:;,,� :11*1 j- 974, 1 !_.:� I �, , , .. , I � �,� THE TRUNK. CONTRACTOR TO ENSURE THAT CUTS AR SMOO AND STRAIGHT, ANY EXPOSED ROOTS SHALL BE CUT BACK WITH SHARP TOOLS AND FILLED AROUND 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)) - � 6',F Rock Is Push with the walk elevatbn as shovori I ,. 141��14�011 9i 1 1, ',r " I : i:: �. ,q , , , I I 11 : ::: " � I I 11 � I , : _: � WITH TOPSOIL. COMPLETELY SATURATE THESE AREAS WITH WATER. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR IS TO PROTECT 10% x 89 W SF) = e set Y3 below qrade� tAddiio�]n�:*ii�:�O�:i": c�'*Avo 11 1�1 1. � 01 ROOT MASS. . = ,(8,� Boulder to b ,-: x,,�::��::��. , ,].�!�,i�, � ALL EXISTING TREES TO REMAIN BY ERECTING TREE PROTECTION FENCE AT THE DRIP LINE, THIS WILL ENSURE NO COMPACTION OF THE TIAAL AW r127'SF � 1, ,, 4:� ::::::� ,:�:: :::::�::���� I:, :��!�::���::i� ...... ,r,, -M �: : _�"�, "I'm :�:: � 16. ALL PLANTING BEDS SHALL BE MULCHED WITH 4" LAYER OF DOUBLE RK MULCH. t Sidewalk as per divil spodfiQ,atibn ,: �:�:�:���:!:�:j���,Z—W.,�,�0,7�,� - P.7-4.974.01%�:::�:::� :: �:: �� ; I I I I I . � , : : �:: - :::::::!� — � � : - r :: l� , 17. NEW PLANTING AREAS AND SOD SHALL BE ADEQUATELY IRRIGATED OR WATERED TO ESTABLISH THE PROPOSED PLANTS AND LAWN. 1. THE TREE CANOPY REQUIRED SHALL BE COMPOSED OF ALL AREAS OF THE SITE THAT WOULD BE COVERED BY TREES AND OTHER PLANT MATERIALS EXCEEDING AVE (5) FEET IN 1,11,fW - T: 267.6�&004 ( D � 11 � !!���i!�!i� ,,,, "o : �::: ' Place flat side of rock. below grade or natural face above grade I .A .,f='� T T.�Rn �1100 ., " 18. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY THE PROPOSED LANDSCAPE AS SHOWN ON THE APPROVED LANDSCAPE PLAN MUST BE INSTALLED, "i��'..", : �:::::� �_�� , ' - `��:i�!i�i!�j�;��i�� M�C�!�9i!�,� ,� �:��:::::::::: , HEIGHT AT A MATURITY OF TEN (10) YEARS AFTER PLANTING. (§32.7.9.8(8)) ::I . He � , , , , 1 � , �T4P :::::: BY THE MUNICIPAL LANDSCAPE ARUHITECT. THE MUNICIPAL ENGINEER AND LANDSCAPE ARCHITECT SHALL TAKE INTO ACCOUNT SEASONAL 0�� W�md bar ' r & pre-erriergenL tf,erbiclde ,2 __, , I I I I I I I � � �,���ii�����]�.�,0"1��"i'�l;slzw�a6o::�:�:,i:::::� ,___ il �:.. I :, CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES SHRUBS, VINES OR GROUND COVER AS REQUIRED BY OR ASSOCIATED WITH A SUBDIVISION J. FOR THE PURPOSES OF CALCULATING THE AREA OF THE SITE TO DEFERMINE THE MINIMUM TREE CANOPY COVERAGE (A), THE AREA OF THE SITE SHALL BE ITS GROSS ACREAGE - ';;1U*A&% OR SITE PLAN APPROVAL BY THE PLANNING BOARD OR ZONING BOARD O� ADJUSTMENT SHALL BE INSTALLED DURING THE FOLLOWING PLAN11NG SEASONS: LES�, AT THE OPTION OF THE DEVELOPER ONE OR MORE OF THE FOLLOWING ON THE SITE: (§32.7.9.8(C)) (Q,� Lawn I oil as per gpecifi�ahon � 1 (�) prepArAd, 8 1 � , I TYPE DATES iv. FARM LAND OR OTHER AREAS DMID OF WOODED AREAS ON JUNE 20, 1990. le r I Y. RECREATION AREAS REQUIRED UNDER SECTION 4.16 1 6)__11, 17:4�% . I WWW.dyn=fcec.c= �:� — I PLANTS 3/15 TO 12/15 UIRED UNDER SECTION 4.7. i",b,�_ \,-, � q71? Typical shrub LAWN 3/15 TO 6/15 vii. LAND DEDICATED TO PUBLIC USE , U � "\, � I j. viii. PLAYING FIELDS AND RECREATION AREAS PROVIDED AT SCHOOLS DAY CARE CENTERS, AND OTHER SIMILAR USES. �� � � ) Building,wall I �� , _�___�_,, �___ RMINED BY THE AGENT TO BE A DESIRABLE OPEN SPACE AMENITY. 1�_--�-_ N, � i (G FURTHERMORE THE FOLLOWING TREE VARIETIES SHALL NOT BE PLANTED DURING THE FALL PLANTING SEASON DUE TO THE HAZARDS ASSOCIATED WITH DIGGING x. AREAS REQUIRED TO PRESERVE WETLANDS FLOOD PLAIN OR OTHER AREAS REQUIRED TO BE MAINTAINED IN A NATURAL STATE BY THIS CHAPTER OR OTHER APPLICABLE LAW. 1-:�, I %_. � I I f THESE I \ - 1� I wt� t% 17% , � -,- �t---_, 11 �, . : : : : ( 1 77 n2 3521I : � : n am " a - - I f. 'I s TREES IN TH19 SEASON. xi. OTHER AREAS APPROVED BY THE AGENT ONDER SECTION. - (fl,'� Footing-880- architedura . heets POPULUS VARIETIES K. WHERE EXISTING TREES ARE MAINTAINED, THE AGENT SHALL GRANT A CANOPY BONUS AS FOLLOWS: - __"_ 1�1 � "N ---,,,, ---,,,, - -_ , , I I I 11 —, JO P BErULA VARIETIES PRUNUS VARIETIES xii. THE AREA OF CANOPY COVERAGE SHALL BE CALCULATED AT A MATURITY OF TWENTY 20) YEARS AFTER PLANTING: AND � __�', \ \ I `11N IA� I CARPINUS VARIETIES PYRUS VARIETIES xiii. THE AREA CALCULATED IN SUBSECTION (E)(1) SHALL BE MUL11PLIED BY A FACTOR 0�1' 1.25. V__N1, ____�, , �k \ k�;", \ CRATAEGUS VARIETIES .11 I- -I----- �, , KOELREU`rERA SALIX WEEPING VARIETIES * / \ �----� \ � I 0 L LANDSCAPING ALONG THE FRONTAGE OF ENTRANCE CORRIDOR STREETS SHOULD INCLUDE THE FOLLOWING: I � � I I k � � . - " ,� , 7PROFE 110NAL kNGINEER LIQUIDAMBAR STYRACIFLUA, TILIA TOMENTOSA .�/, �� , - (A� T I--, ,__ t )1, v GI S .. 51 ZELKOVA VARIETIES xiv. LARGE SHADE TREES SHOULD BE PLANTED PARALLEL TO THE ENTRANCE CORRIDOR MEET. SUCH TREES SHOULD BE AT LDkST 3% INCHES CALIPER MEASURED 6 INCHES lrj(l �,(Jffif / I �,'� � 1� L,,,� .. 6 LIRIODENDRON TULIPIFERA � , 'j � 1 �4� 11�,L', 1.�� ."_ VIRGINA LICENSE No. 51627 - % .1 � - -11 , I I �_ 11� � f �� , , . ...... , � . I , ;; ,,, , 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 CENTE . I ty(l :V2 /� -------- - ...... .... ___ ... ___-, ,. �-.,----.,�-.,-,�-�.�.,-.��"--- A",_-, , n, ." � , , . __11 11111.11.1 ... 11 K(fl,11,168% �(�� �101� - '1_1'11�1 - PLATANIUS ACERFOLIA I jn.ra I- � 9,1� 1�''! "41. !.�,4 , It 7 � � 7, - --i - - !-'-,, 11 _i� -_-_-____i � , �, �. ", � .,q� ! - __ J= ' 4��, ; L ,, 11 \, ,,_ !�.,�__ ",_ ANY PLANTINGS INSTALLED IN CONFLICT WITH THIS REQUIREMENT MUST RECEIVE THE WRITTEN APPROVAL BY THE MUNICIPAL ENGINEER OR LANDSCAPE ARCHITECT, � ; � '11, " �� L "_�_.-,� '� " �� j. .t , THEREFORE: 396 FT * (1 LARGE TREE/35 FT OF FRONTAGE) = 12 LAW TREIES M , t_-_-_-_,'1 ;-=-,; �_ �,�____. ,,, I ____ , - - �ql �1! � �" j '1' _ _ '_1 .-.11, I I -1 ... � I , ,_ � " ��� " I �D_ ,. - ,,, I ., �`�-� _,_,_. L�' ., 1 �� , : I I I I " i _'. , �:� PRIOR TO PLANTING. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL REQUIRE THE REMOVAL OF THE PLANTING IN QUESTION. THIS REQUIREMENT DOES NOT 1 ,1 � ____�___ . __ 1 I _. � �� - � =':_` ,k3 �belmiv � ____ �� I -, "I TY_� APPLY TO SEEDING OR SODDING OR PLANTINGS SPECIFICALLY FOR SOIL STABILIZATION PURPOSES. THE PLANTING ASSOCIATED WITH ANY LOT GIVEN A CERTIFICATE OF HOULD BE INTERSPERSED AMONG THE TREES REQUIRED BY THE PRECEDING PARAGRAPH. THE - �: � - I I 1 `7- j , , 1 1 � �-__ �, �� � � �� -,:-, 7 - .1� I , " , , , �_._ 1 � , I ,. xv. FLOWERING ORNAMENTAL TREES OF A SPECIES COMMON TO THE AREA S I I , � f_�__l , 1 __ i i _11 'L i_�__� 1, ,n� �, ,,�' ,-�,,j -99-002 _ � ? � — , ---____,�� -i � - _� - � � ____-, � � - �, �- _$ � - , � i, r I \ �1, , 1�xl � - I " ,.-- . - , -1-1 � 1 __ . ___! i � -��,,_ , � I— —1--�:,* , � -1 , --.,.-- I ,,_� __\ I � - . _ , __!��' 011 - , , - C 1� Job #: 2627 i , . - I-- i 1--.1 " arad, E) � I 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 - 71 I _� I �_ ----" , , " �i I , I ."', _,_'4�111 i- i I ! .. 1 I . __ - \ � . I I' �,,, �1� �_, � i 1. 1 L � � ----- - i � '; , I , I I ,4'�A" ,. �f !*_�� f. 1�-_ �,��',�, 0 19. ALL DISTURBED AREAS TO BE TREATED WITH TOPSOIL SEED SOD STABILIZATION METHOD. - ,� � " 1 1 1 -, � " I � I " ` _ , - ,� I PATTERN. � I 2., I i �, , , " � , I - , T, ,,Z�,�� , , - �- , I � 11i ��l . ___ i _-L , _� , , 1 , f `* - - r, _11�_Z!. i ��j � , ,�_�� � � � � I � I , �%, � - ---I i �L � , � I I - 1. .1., '_.�Z�'11 I � " , -, , �.___ , ___ � �_ 1 1 i -,_�,- " --,,n, , 1 " � �____,� � �__� 'I., � , �� I I I _`\'_ i � � I � � THE ENTRANCE _ i ! I ___ � i � ____ I I i -,---- i �__J � � , — __FF -- � " -_ '_ - 1 ,7.0 � 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 i I , , , , ____._, I �L! I , ,: - . ,,;� � , I ie L" � - " � ` I I ,I I., , � . __�� 1, _�l ' � _, "_ __-",'____ , __ ----- I , _ _ - , �, - , , " � ...... . � , � � � I , A - � 11 ! j I— � : 11 � ' �� � �'l �'_ i , ,!-� " � , S 1, I .- �,� , � �. - I � , � -1L,:-.._ � � , L - i� i , I I'll � I I . , , �w . L� � � �� � I . , �� ... � - . � �___ ------ , ,,�.�"_ I -A I �_ ''I i � �. ". - � r ` . , - 1 � ! -_ I � I . I _��', - I CORRIDOR STREET. , �� !�-_�,-� � F:', ,, � ": i, . ,;� _� ' 11 1. " I � PLANTING SPECIFICATIONS xvii. AN AREA OF SUFFICIENT WIDTH TO ACCOMMODATE THE FOREGOING PLANTINGS AND FENCING SHOULD BE RESERVED PARALLEL TO THE ENTRANCE CORRIDOR STREET, AND - �� � L� ,-_", ' �--��� '] 'L ...... � �L, �_ , �, , I . I I �� '. " , � I " " i�� �, I__ � I—— . , _ �, � _ __ J_ i ,_ ,�� e ', , I 111. � , � � I ,,,� , , - � I i � � - ,-, i V , I I 11 1 I �,l �,:,_ 11 i i - ... � ,I � i �_, _ ___i _____ , 6 ,; --_ L,�., " I - I I _- � � --"- � ! , �- 11 - I .- �__R, 5� 1 '� . - -i , �, - �-, i F I I . � � � 1 , , � , i � ,! i � I- _110 I-- ,", , � , , r I I 11 EXCLUSIVE OF ROAD RIGH IT 11 � i �� ! !� � ! ... ___� � L -----I � �! - I. -I j � :� -�' i � i ' � , " "I 11" � K -:� ", � I I I L i � I , 1 i � �, , f" ,]:,_;_1i_,1 I , " I I , _1 � I - � j _� �" - -;-- , ,-,.,: " , .; .... . I �1 1, , ff� "; � _ . I , . I � t U -, � � -: � _ I � .A � :,:!!! ��.._ _� � , - -- i� ...... . i� ,� I , ____, I __ - I., I -11 �� - _ _1 1 1_ , � I - �� I M:! . - , �. I I �, � i I -� , jj L � , .1 _ `( � �_� _� " � I- � 1, f � i _ , _ � 11 -4 I � -1 I. - I , I I i , , L, ,, � , n-', � I � - - I - ___ � � � .... � !'j , I 1 ! ; � , I," �__:l i __� '_ - - -_ - _? - . � 1. SCOPE OF WORK , _ _ _ ___� � �_ _�_,� j �� � A. THIS WORK SHALL CONSIST OF PERFORMING CLEARING AND SOIL PREPARATION, FINISH GRADING PLANTING AND DRAINAGE, INCLUDING ALL LABOR, MATERIALS, M. LARGE TREES SHOULD BE PLANTED PARALLEL TO ALL INTERIOR ROADS. SUCH TREES SHOULD BE AT LEAST 2� INCHES CALIPER MEASURED SIX INCHES ABOVE THE GROUND) AND I I I j "', � ,:_ � �. L__ � i ,�11 "I' - ' I 111,�, I j _', I "S'. - ,,,, 1 _ �_ �.____ j , , � ; ; - L� : '=, _��L - . I � 1-- � V__ i ! � _4,�� ; �.� � � - - - 11' � � . - I- --- . , � , � - - " ` t i -J, i I � ill-, 1 � � �,_ , : � i , __.� � � , ;_ I , ! � .. _ �� - I - i f �_'111�17 .1� i- ___� � ...... - I � ... � ...... _ e - , - -_ - �1 I , I , � I �:_::': � � i 0 ,. ; i I I j - - �_ � , i, 'f I" �'7 - 1- - - - -�: -,� , 11-11 I � - --� ,1- , I I �, - t - , I "i , I I - , , � I '1_, ,,��_L_�., ,,L_:_ � � ---- 1,�'�7��_:; , - . TOOLS, EQUIPMENT, AND ANY OTHER RY FOR THE COMPLETION OF THIS ftJECT. SPECIES COMMON TO THE AREA. SUCH TREES SHOULD BE LOCATED AT LEAST EVERY 40 FEET ON CENkIR. � �-----� ------ �, : � : -! 1 I � ___ I i ...... �.� I , � : - � � _,_%� �,._ I - �, 1 I � "! � �', - ", ,,, � j�_,:_�.�,, i i "J I I , _1 i 1 _: �:_, i �___ � : � , �� �, I I N� H , --- , - -� ! T I , , � I ;_ 2. MATERIALS l�; - L._�:j �, i_.:_,�,y,__ , _ , _ , 7,1` � I _"w_�,:_ 1 i ::� I - - � - I - "I - I ... --l-d i I L --i � 1-1111 ! t__-�� ! i : , , _1 - �i 1 I ___ - - - i i � I I ,,,, �j � 1 � _-�:�_- 1 i i - _� !, �'_f .. �- -� � I � - i , , — , , � P, �� 11 . 1 I � t � � � � I - - ; 1 1 1 1 1 _ - � � . ". � - - � - - - I 11 I I I Z ___1 ' , _ , - , � I , ' � i � I , 1-- - I � � _� � i , - 1 � 7� e I !--- I I j � - � � � 1__'. i i _,__� N. MEDIUM TREES SHOULD BE PLANTED PARALLEL TO ALL INTERIOR PEDESTRIAN WAYS. SUCH TREES SHOULD BE AT LEAST 2% INCHES CALIPER (MEASURED SIX INCHES ABOVE THE " j.- _ � 1 i ___ �.- L I- �i � , I_ i - A. GENERAL - ALL MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION (D.O.T.) MANUAL OF ROADWAY I � '' , --- � L_ I - i i._______..'1_ i I I __,. ------ k I t , _�� � ' � �__ �' _.: � 1 ... _:_ I- ;' � '; - � , _,L� 1, , _r., j -- - �! - �, ,,,, , 1 ---U, �, I , 7 �, I- i �. � , � � "� ! - _ — 2 � [� _ i � , : � 1 OWNIIIIIIIIIII _;,_!a_ , " ---- ` , " ---- � — 4 , -- � -_ 1 _!. , , ! i i----i i !,- 1 , 1, , I AND BRIDGE Cot TION (LATEST EDITION --, , i - --''- � " -� , , , ! / �, GROUND) AND SHOULD BE OF A SPECIES COMMON TO THE AREA. SUCH TREES SHOULD BE LOCATED AT LEAST EVERY 25 FEET ON CENTER. - ,,, ,- -, � - ... 11-1 � L __ ' -�' I . , I - � -_ ----I --�-�,-.j I � -_�' - -- L � iSTRUC , , �, , " , , B. PLANTS - ALL PLANTS SHALL BE HEALTHY 8R NORMAL GROWTH WELL ROOTED, FREE FROM DISEASE AND INSECTS. 1,11�J,_!_�-; 11' ' ' �1 --- _ �- I _ _ _ , 1-1.11- I i 1. � �_� � �__ I �.__"Lq I' " 1'1'_":i� - � -1 i - 1�� I _11 , - - . 0 , i _!'_ :' �4 r'1__:,f jaw* INCHES (2'), WOOD ROOTS VEGETABLE MATTER AND CLAY CLODS. 0. LARGE TREES SHOULD ALIGN THE PERIMETER OF PARKING AREAS LOCATED 40 FEET ON CENTER. TREES SHOULD BE PLANTED IN THE INTERIOR OF PARKING AREAS AT THE RATE OF I I ONE TREE FOR EVERY 10 PARKING SPACES PROVIDED AND SHOULD BE EVENLY DISTRIBUTED THROUGHOUT THE INTERIOR OF THE PARKING AREA. I-1 111111111111fift D. MULCH - FOUR (4 H. I" - A - , "i . . . , , , I ______ _____1 �D C. TOPSOIL - LOAMY SILT, HAVING AN ORGANIC CONTENT NOT LLSS THAN 5%, pH RANGE BETWEEN 4.5 - 7, BE FREE OF DEBRIS, ROCKS LARGER THAN TWO I :�'1_111; �_��',', I ,-.. � � �-, L 1 -_ � , , _. _ t 11 3. FERTILIZER AND SOIL CIDI-FIONER - PLANTED AREAS � 1116�_ I - A. ORGANIC FERTILIZER - SHALL BE PROCESSED SEWER SLUDGE WITH MINIM& CONTENT OF 1% NITROGEN AND 2% PHOSPHORIC ACID, EQUAL TO 'NITROHUMIS'. THEREFORE: 131 PARKING SPACES * (1 TREE/1 0 PARKING SPACES) = 14 TREES WnIN THE FWNG LOT M Rock to appear that it has settled over fim,e into the landscape. I L B. ORGANIC FERTILIZER AND SOIL CONDITIONER - SHALL BE 'GRO- POWER' AND ORGANIC BASE MATERIALS COMPRISED OF DECOMPOSED MIMAL AND VEGETABLE � I � , I I I I = @ P. TREES REQUIRED BY THE PRECEDING PARAGRAPH SHOULD MEASURE 2N INCHES CALIPER �MEASURED SIX INCHES ABOVE THE GROUNDO, SHOULD BE EVENLY SPACED; AND SHOULD Boulders to weatheted and a ',Va in appearance, I I I I oppear more I nq � r, . -orp - ck 'jdjamnt IaThO, sidawlalks, is flush and mommo , I I I I � Enl':� �Ohat @11 river m MATTER AND COMPOSTED TO SUPPORT BACTERIAL CULTURES CONTAINING NO POULTRY OR HUMAN WASTE GUARANTEED ANALYSIS (5-3-1): NITROGEN 5%. BE OF A SPECIES COMMON TO THE AREA, SUCH TREES SHOULD BE P NTED IN PLANTER OR MEDIANS SUFFICIENTLY LARGE TO MAI AIN THE HEALTH OF THE TREE AND SHALL BE I , ,, � PHOSPHATE 3%, POTASH 1%. 50% HUMUS AND 15% HUMIC AC(DS. PROTECTED BY CURBING. � � 4. GENERAL WORK PROCEDURES rather than., fa,-ind,ed ur,flat, and shall be free of sharp ed es. , , q A. LANDSCAPE WORK SHALL COMMENCE AS SOON AS THOSE PORTIONS OF THE SITE ARE AVAILABLE. CONTRACTOR TO UTILIIZE WORKMANLIKE STANDARDS IN 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. � I . I I . 11 levei With the elevAO of theAvalk. Sloped or ro,tinded b�� that w6w �� 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 al loW the rbek, to roll o n'to walking S Urf;ace,s ate Ltnkcepta'ble, 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, I �1 5. WEEDING AN S OR VEGETATION SHOULD BE DETERMINED BY THE LENCTK HEIGHT, AND BLANKNESS OF SUCH WALLS. _. --- DEC""'RATIVE LAW" R"'C' 9�_11 = A. BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF AT THE � ,n, '\ I U N U N — � �. R 0 C K' M UL CH I M-3"T A L L A T I � 0 N q CONTRACTOR'S EXPENSE. S. SHRUBS SHOULD BE USED TO INTEGRATE THE SITE, BUILDINGS, AND OTHER STRUCTURES; DUMPSTERS, ACCESSORY BUILDINGS AND STRUCTURES; "DRIVE THRU" WINDOWS; SERVICE �__ 6. TOPSOILING AREAS; AND SIGNS, SHRUBS SHOULD MEASURE AT LEAST 24 INCHES IN HEIGHT. � *`1 �2 SGAL E! NITS (2' 'A ' WIME A. CONTRX70R TO PROVIDE A 4' THICK TOPSOIL LAYER IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER ____� � �-__," 3C, LE, NT5 H TO PRODUCE A 4' UNSETTLED 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 LIST AND NATIVE ..Jvwmft� FURNISH AN ANALYSIS OF ON -SITE TOPSOIL UTILIZED IN ALL PLANTING ARMt. AWUST pH AND NUTRIENT LEVELS AS REQUIRED TO ENSURE AN ACCEPTABLE PLANTS FOR VIRGINIA LANDSCAPES. GROWING MEDIUM. = P 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 i � ; : : : ! ! : : H: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi 1: !:::!:: : RM 1,15R�1�77777TTW I IN j: 1 1: 11 I I 0 : - ! MIN . i 1::: ;::::j,!j !I:::: : ; A. CULTIVATE ALL AREAS TO BE PLANTED TO A DEPTH OF 6'. ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED 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." ��::�i:i:��;�ili:�����ii���������::i���;�i:�:��; ;�i!�;:i;:,Iiummngmummmmmm:.�IRUNWOW:m � EM 11;;1I MMI �� - 11; 07 , 1111 11 Q 11 :: i ll'! ,. ,�., I I ,.�, ,_ ; , i : , .� " " CONTRACTOR'S EXPENSE, SPREAD EVENLY IN ALL PLANTING AREAS AND TILL (2 DIRECTIONS) INTO TOP 4- WITH THE FOLLOWING PER 1,000 SQ. FT.: I i ���� 1 ,I�p��111.'i.�,�.,.,i.�.1",!Iiwm�..(.""."".. ; I �, ,��. FAG1469'N',�11 " 0 - 1 '�op-opiM.gW.W,..".li4 ��,` 'ri ". . 1 �0 0� � � 11 . I I , - � , - i: '1� ! "�T,.'�.�ji..,� � ,� 20 POUNDS 'GRO-POWER' I Mg. " - � , ].� - . 100 POUNDS AGRICULTURAL GYPSUM 6 6 t ; I z i ,;, gp: '. sl.',�::�111K,2�r�:: 1 . I � . 1. .1 # - , ".. , : , � , . "il : , fn� ,.- �X; q, 20 POUNDS NITROFORM (COURSE) 38-0-0 BLUE CHIP . - """ �__, 1.�. SOIL MODIFICATIONS: A. THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6 TO 12 IN. OF MOST PLANTING SOILS TO IMPROVE THE SOICS ABILITY TO RETAIN WATER AND NUTRIENTS, E������ 1������M M_� 0`70,41_L,�� A USE COMPOSTED BARK RECYCLED YARD WASTE OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH ;:> 4 IDENTIFIABLE LEAF OR W60D STRUCTURE. AVOID MATERIAL WITH A pH HIGHER THAN 7.5. B. MODIFY HEAVY CLAY OR SILT MORE THAN 40% CLAY OR SIaLT BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME i AND OR GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ANED TO BRING THE SAND GO NT TO MORE THAN 60% OF THE TOTAL MIX. IMPROVE DRAINAGP IN NAVY SOILS BY PLANTING ON RAISED MOUNDS OR BEDS AND INCLUDING SUBSURFACE DRAINAGE LINES. C. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85% SAND) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP' TO 30% OF -HE TOTAL MIX. 8. PLANTING POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE EXCAVATING PITS MAKING NECESSARY ADJUSTMENTS AS DIRECTED. A. MNTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACK FILLED WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: LU111L I PART COW MANURE BY VOLUME LANDSCAPE STANDARDS AND GUIDELINES � 12 LANDSCAPE STANDARDS AND GUIDELINES 1 13 LANDSCAPE STANDARDS AND GUIDELINES � 9 ' 3 PARTS TOPSOIL BY VOLUME LONGHORN STEAKHOUSE LONGHORN STEAKHOUSE I LONGHORN STEAKHOUSE Issue Date: 08.27.18 21 GRAM 'AGRIFORM' PLANTING TABLETS AS FOLLOWS: REVISED 04-20-2017 REVISED 04-20-2017 1 REVISED 04-20-2017 2 TABLETS PER 1 GAL, PLANT 3 TABLETS PER 5 GAL. PLANT 1 4 TABLETS PER 15 GAL PLANT REVISION INFORMATION LARGER PLANTSRV�YTWO TABLETS PER 1/2- DIAM. OF TRUNK CALIPER I-&- ' , B. PREPARED SOIL SHALL BE TAMPED F1 AT BOTTOM OF PIT, FILL PREPARED SOIL AROUND BALL OF PLANT 1/2 WAY, AND INSERT PLANT TABLETS. COMPLETE eVULL��i(P'AiUL&kaH&L A) Treewrap REV. PER OWNER UPDATES BACK FILL AND WATER THOROUGHLY. "I a I I ' C, ALL PLANTS SHAL BE SET SO THAT, THEY BEAR THE SAME RELATION TO THE REQUIRED GRADE AS THEY BORE TO THE NATURAL GRADE BEFORE BEING �/ , rbolp;��1_ MD TIME ,e 8) V-61 Diameter River Roick (inside tfi�e REV 1 KAK /7 ,, 1_�2 1 1 -1 - TRANSPLANTED. // / I I I 1, I 11 � I 1-1, I I I D. PREPARE RAISED EARTH BASIN AS WIDE AS PLANTING HOLE OF EACH TREE. I ,�/ � � - I I -H I Qr, AK I I � "or 3" klinimu.m. of REV. PER OWNER UPDATES I',, �1_ ._4 buildirg,pad E. WATER IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACK FILL AND TO THE � __ Y I . ,r;FftE KiMURP � A I I . I I I I : � , I - I Al � . - I EXTENT THAT Ali MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. / I 11", I 1, �"`, / F-mTkizam ��!-�-Tai -, ' -if REV 2 11/26/18 KAK ,;_,1 �11 I h2rdw, 0C bafk ,mulclh or as s r ied - - I / I "I ,�', � 1 F. PRUNE ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS TO A MIN. OF 7' BRANCHING HEIGHT. j /11 � I I . I � I Pe , ,'&', Topof shrub rootballsto be plar!,ted � ", -t� I 1 , �Ly I I , . � I ,�IL � � `4 ,,r �&- , I ;-- 9. GROUND COVER . (, 4 r (i(loutlying Plan! bed I � REV. PER PROTOTYPE UPDATES % A �c F LAN I I � I I ,� I a �2? high wit, wil moundirig uP to -gi - T - I THE TOP RIOR TO PLANTING GROUND COVEII . I "I-, i I . � I _ ,,O), Top. of ed ng to be J,Y' above.turf I "I, � I I � I ,, I e � �� her op- of motbaall� I I , — SHALL RECEIVE A 1/4' LAYER OF HUMUS RAKED NTO I � ` - , 1, 11;�q� I � - I REV 3 02/08/19 KAK B. SPACING AND VARIETY OF GROUND COVER SHAL BE AS SHOWN ON DRAWINGS. ,, 1, - c,hall b i e siz hg , , - iSla a - e oq C, IMMEDIATELY AFTER PLANTING GROUND COVER CONTRACTOR SHALL THOROUGHLY WATER GROUND COVER, lt___�_/� fn 71� , ke, siz, � � the- I � i'd", TO " I to -,d,ging REV. PER OWNER CHANGES/COUNTY COMMENTS D. ALL GROUND COVER AREAS SHALL BE TREATLD WITH A PRE -EMERGENT BEFORE FINAL LANDSCAPE INSPECTION. GROUND COVER AREAS SHALL BE WEEDED PRIOR i 'J',��_ , an - P ,,treo�'. R,Oer k�?/ I I � �th � r _q ui red'for size of I 1, I I , I I , I I P of stake b be I " below , I p of e ' "" ` . I I I . _ I , TO APPLYING PRE -EMERGENT. PRE -EMERGENT TO BE APPLIED AS PER MANUFACTURERS RECOMMENDATION. - �-,, ��', 1 04/24/19 KAK nf,�M�', . - REV 4 1 - .. i , - T �� 'j ��' A, A4-[ 15'1� 1� - �, ,5� , xifca ns for I I 10. FINISH GRADING � , k, -, to SiWvork spe tio Mari used in masses- pnine all � - - ,,�. ,� . . � I . 1. I , , -, I I I I I ( ir A. e'-,,�,!,%eZ, 11 I I �� I - ' iry . 1;1,1 I - - � t*rg W hiet�i 4 - , BY THE CONTRACTOR AT SUBSTANTIALLY PLUS/MINUS .1 FOOT OF FINISH GRADE. V1' , " z I �Ij ,,11',A.1�2 "711 enate als aqd nstaUfion (f�) Weed barner. and pre�er e I Ci e , �Q I , _,� 1'��". I � I I B. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE, UNLESS OTHERWISE -, � ��, �, - '- approved � r1f I - to achieve -a urfforrn � ,_ "_ o, I shrubs I DIRECTED BY LANDSCAPE ARCHITECT. SOIL AREAS ADJACENT TO THE HLDINGS SHALL SLOPE AWAY. ,�,, I � �! � �,, ��, I , s ��,; r � I C. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLYN FREE FLOW OF SURFACE WATER. , L�'��, _ I, � re Uireme"Its, __,) , �" , ii�,, (A ---.,-, - - I i�,'�_�",,_�7,,�,� , , ,_.�. � q . � Illassi'heigU 1. 11 I 1", A �A`, , �, - 1 1 � I - , . �A ,�', - '. ,,, /0 � I - � _A;1.'4'1 '6. 4 " , , " . , , "��, V, 1 1. GUARANTEE i� ,;,-,,_ �i�'�".�,,O��Xll � - " � River Rd* see planting detail - A. PLANTS FOR A PERIOD OF ONE (1) YEAR FROM ACCEPTANCE OF JOB. OWNER TO SECURE A MAINTENANCE BOND FROM THE 0 � , , (511-, � I I i_;,1�1, I : . I . -_�z � �,'.' , . , ]�, - T) 7 H� t, soil bam, tc,- hiold water , I ,� � I �,':��--- A , , � ", IV _ � � �� \ ,-�, -- _'il , .. W* I - , , CONTRACTOR FOR TEN PERCENT �10%� OF THE VALUE OF THE LANDSCAPE INSTA11ATION WHICH WILL BE RELEASED AT THE COMMENCEMENT OF THE GUARANTEE �,c "11 ", � - �� �77 , �, - - ' �_. , IQ "11. " , 1� I I " " � I I I ��,,;,,�-'r - ' - or Roc ,C,- , ;�, PERIOD AND PASSES A FINAL INS LGIUN bT IHE OWNER OR OWNERS REPRESENTATIVE. -_', ,. ; 1 4 rtl. \ . I �', ( " - , 1� 11 . � , g see�i (� 4��-V Dismater R'V I �, k (ins' e � -)- '.. I � , I 'f - , k:,� � t , ,,I;,') Finished ,m��, � jrading plan) - I � 11 . *� -, � - N . �,`,,-,� I ?I 12. CLEANUP ��., IA .rt _ I - � I - \ .� � � " � � - - \. 1�� � -�, , .�. A. UPON THE COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIS EQUIPMENT AND DEBRIS ,, 4 "r ,_ ) �_4-;. -� -�-� 4 - I 1�1 " - �', ,tw __ , - - , , , �� - � ", , � �, ��., , I ,��,�- � _j, ,�� . the building pad), or TArIlMLim of "r _� � r" �-;:,,k , , �1. _1 , .,� ;:,, .�, _'�' r I � �� \ ., * " Q I\ - I - .. . �/ -, * .� i` RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE BROOM CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE COND ON AS APMOVED BY THE 1:: 4�1�r �-% - va Lbaill �i,dn. V- above _5,5 , '" � ' , ,� 9"', _�+ e.,,, ��, � .. , Top of U � , I � I % �� 1, . � , ( j I �I - - � � , . ., � 1�� I , J, I - � �_,,, 71, * ' V / , I I � . �� C'F , "A " hardviood bark rnulf,�h or a3 " "*k , REPRESENTATIVE. � I / I �, I B. MAINTAIN TREES, SHRUBS AND OTHER PLANTS BY PRUNING CULTIVATING AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. ,,'? � ,,, fi(nishEd grade I � I i7-�,, I 1 I � I I i;;_-- ----, , 11 TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RE§ET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR " - , I I / ,,-----ir,� I . -WF7 --c .R [W�VAAMWP I , ?, \ I t,�'. , , r 1-1 % , " ,I 4A4"r-, 4 91 "I'll, . � �, 1 2 " 'l / I , I ; .'71 �spacified. N�,i Q utlying. plant bed�). % 11 47 A _�� I / / '��' &&E 0 ' if*4'2 4 �.Tl� FArIE, f RON IT 0 F P -ANT] NC BED � —�_ ___ I-- ___ I ___ I I � , J�S4��w , --- I I I __ , � , , : , 'A., , , � � I � I , 1,12- � -1 e � � I I , I - � ` `� I - I REPLACE DAMAGED WRAPPINGS. SPRAY WITH HERBICIDE AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. � �,� � , " , / �_� -,.,�� I I �, r dont�s , ,., (See, � !- �, I- , � 'A � \ � I k(;,j,!Af Y'02, � fl, % \ C. MAINTAIN LAWNS BY WATERING FERTILIZING WEEDING MOWING TRIMMING, AND OTHER OPERA11ONS SUCH AS ROLLING, REGRADING AND REPLANTING AS REQUIRED M ) ,e 11_� � ( Y, Y1 CIC biarri�r & pre,erriergent I _� I � 1,'_-__ .-,-,, \� I e ij � // _�_ '�A,�;_,,,e��,_,-�_;L_ el_ I I IN � I 11 � I", ,I . ,-,- � � _: � �� � - � - , ,;--4 spetiftatims for root ball I , ,�__ - i TO ESTABLISH A SMOOTH, ACEEPTABLE iAN, FREE 6F ERODifb OR BARE AREAS. / � � 'I , , ,,, 'L' � "I % d, , 1. I I I , F � :��L4 � � -1 � , � � ; : ,� Resta - _ , p -A � / I I �_ I I N j, ; � �_____ I ` Urant #: 5600 � 13. MAINTENANCE (ALTERNATE BID) COST PER MONTH AFTER INITIAL 90-DAY MAINTENANCE PERIOD. t��, / e� �_Q� REFER70 FLANTSG�EDM�-- f- I - I - _)�, - , harb�cide shall bi4 placod Linder A � _�__� I � � � , � �� I " -- 11 I ,v�� " P"', I I I 11 � ,"-- , 3f� 11"'Tt I'lo I � ,'� I , - , � I _ : _7 � '' � I - - `(-�,- ", - . - _�., � ; _I , �___ i I 1 - ?� 'A , ': � � -- ----- __ ��2 �/12 . __ 117 A I � � -1-1 \ _� , ___ � , i,, _� , ,--,-,-- -1 , �� 1�� � 4. 11 , A I , - 11 �� " , I I '7 I , fN ", " / 4 reqoirernj�nts! ,_Op;_�PACIMA I "r, �, _ �, / pil, ", , r- , F'j ". I � .1, I y - ,, 3 1 1 , 0. / --17-' , + lk��, " � � � � _11� -_ ,_,l _� � �__�_� � �___-� I �_,, I i niuld,,ed imas. � �____� I 1, 1� I I , __,_ , � " ,� � I - i \ � - `__.�___ , 7 , �- --=�,_ - -- I -� - ,_ - � � 1, . i ,. i �_ , � ', ,_ "Ilv_ 1; �� 1�: i , '� ,ed�plantinq$Gil 2& SPK ied. k I I , 'I, I -lei �, I 11-F, " ' - __�j 1 � I � N , , ,H ___ , �� , _.�_ p PrIepa, . I I I if PI-4, I LONGHOR �;. , 1�__ I �� j V_,_,�7� _2 --- 1 . i"111111: �,�,',, I - ; - � I I - ,6�-:��, , �_� .,a� � 11 1__,� , � I— I : � � --i -1 11_�__,, - *`�,,%��r*;1&4�s �-.--4'11�,�, I I . ..... - ------- � - 111.1111, j � L_ r �� , , � F) -;�, 01 ---,I ; i --- �: � � 77 1 � I , _1 I 11" � ` - - - - Stake, per ManYarAtireft , I .-:,"I I ',, , � , - - bed specffl 10 ,,___ , ,,��'! I 1 . - - 1 � � .�', r ed f A , � I ,j ,t -, --_, � , � jfi - - � �4 2! �, (P) Excakrato ehfire , � , LH9 I , �,'�,,� - , � � - � � � I , , - "Ill 1. , I ,� �: -7-.. � I i � 1. � �h � ;",0;',e�_- � " _�G) � _ .11 �:�� �,��,�%0_7 "" 1 � �,� - t diA , � , !- "'. 'i, " � , 1 ,____ � _.�__ _=I__� ' r '�, �?;),�", �'�,,, ., A J� Ro�,,tballs qtuatut Lh,an 2, , eter ! - I � � -_____� �,�, Recornmendalons ,� , - , I— �.!.� � �_�__`_--_`,��,�_,� � �, .J I - � I i i �- - . f-� � — - -:I-1. , . �� , , � I [ -1 I... 1, - '�,)C,` I - , I �,�%,. ,,_'�'W, �,:: " , i � �._, gro - bed. 11 --- , , I �; , � �� -.i � � i,�, _,� � ; �o, i I shaJ be p,Nced:on niuvncl of undc-ovel , . Prototype current thru 06-15-2018 � � I I , -_ � '�,c � �, ___, k,!__ � �! i �__,' � I I -) , I ::--- ,,, � 1 �--- t ,,�, .1 i t � 11 I . � � � I �_ , . - .1 , I I _� I I �, _.__� - � -, - - -, �,,, �, �t--D_�_L_�,, i _,�, I � I I I - -, � , , , -A' - r'i�� ( ' (E H T . � I I � I : __L�_� � N __ 1 , I � - �R) �c " - - __ - -',' - i __3 ;;� - ', \,:--,, ', I. -I . � - � I . , : � , - , I : ... � �7 ... 'I r, I ,� , � �__� � -� r t � , undislu(bedsoil to preven! s'lffirig� �m � F zz��, , 11_� ''I �� ,� �' 1,__� a " ; - I 1 � I _L , --a, I I I r . I . 1600 Rio Road East � - � - � ff 2 i �', ---.k j "i � 11. )i I �. I i � - - *-�._____i-1,1 ROLtW118 sitiria][or th8n.1241" in di& / �E) 44 Nnimum ot topsdil to brin'.to I I 111� I '-�,.",� " Ile L. I I I -npact ,� ed �earth. I , I 9 - ) Charlottesville VA 22901 1 , - , � 1�� 1',:,t_ finished grade 'see grading plan - �_4� 1 may &1 on t" -- - ,,�,, / � � � ?��, I g�,��', �� .�, � I :1, Bed edge shall be.4'blackcOm.mercial aluftnumor8teel I/';_? 1_1.�If�:)Ek fli, H.�)(I� LJAU- ,)) Undlistvted �ubsoil '-.' - ,`;�, t I . � jk - � �:.',,,, - � I I AUTHORIZED FOR: I I _11-1 I `-, �� y- I - � -I — I � - 3_ __ U, I � I I )� e� I . , Nli'�, I --te %We PERMIT/ BID � - I,- - � - � CP' Prepared plafllinq soil as speci; ed. � � � _!�=, 1- - " .. I - : edging with 12" �Pike$,at�Ton,^ riter maxiftm. - I � V UIL - " �, W, __1 f, , , . 7 - -1 ,., ,:,���, 1, i�� ; ., I I I I I I I r � - --� _ --- I I � - " I I � �_;q ", - , I � I I - __ Tw" I ... � �� 1'� . 1 - __'_� i Z, 0 - IQ V I , I _ - , . I I . � I � � � N ta- When 9 undco ers and I ,��:, i - �' � _� 1�1_1_ I 11 , I I - I ____ . 1. Final tree staking rietails arid placement to be ap I - - �,�� �5 'Ill IF, _ 'r 1 1 ,,prved by awner. I �,- , I �'r� � - ,I 11. - , 1 ,2. Instaltedging mly In areas m separate ,riverrook frorn mulch 1, � � � I 11 � � I - �� , dd I I I I I I I I I I 1, � ,� I I I I I I T I ,�,� 11 � ; � 1�� �k,,� 1 shrubs aro us, I i M 3�es on"j*�e I � - ` 2. Remove-, burlap %�,ire_ and straps (anything that,could,girdle tree orrestril. root it,t "I - I 1.:"-.. �_-',,� � I,— 4'.- � I 1�_, - � , I � I n ,1,4.11 r I ' ti CHARLOTTESVILLE VA , I I � i I I I � . I � I . 1. I 1, I - T-, - � -) F I-` , '�_�_____ � , I r , , 1, ", , t riq . I � , I I I I I , I i bad to be amanded with plan, i or lurf,,,odgi g not be nst&1!6d a�jacent to sidow. lks I , - ,�__ tli:iil I � I I I I I drowth). -) .gl ,r I � � j -h material to use. � , - I soil WIN as speoff,�M, ,_ er , a le' lin8te I See landscape notes for the tope of mulc - , , 12- 3. Wh I edg i ng r(r, , , I I 5 at a E i de.walk, bevel Drawing I � � � i I I I __ ___ . �.. 4. ,Prunti tr�e�as directed b�t L�ndsr�ape,krchl&66r owner� o,r re-cess.ends 116 -prevent trip hazz�ards_ . - A) Sca* rootbail sides and baltorn, � I I 11 . - LAN"D S C A P E — PROTECT YOURSELF 5� Branching height,to ANSI Standards. IZZ' I � � Ni STATE REQUIRE NORM11M W EXUVAMRS. DEMNEE, OR MY PMON � I I I � � I k I AM% . PREPARING TO DISrURB THE EARTH'S SURFACE RNHEW IN ANY STAM I PLAN iiuTES .,__� I- , I I '. �'. I -1 Y I � 11 11 I TREE PLANTING - SHRUB & GROUNDCONER PLA NTING -----,-, METAL BED EDGING � ---------------------- - � ''I — I —% ETA I LS (411 (5" , ( 1 " 1; , � —,-, , , -E. 73 �11� 1_, )"MNLE Nl� ____/ XALF: NT, _`r __ - & D , I � I .. I I - - __ --l- -,--.,-------------,------.-,,---.--,.-.-----.-.,- - - __ - - ____ - - � � __._.____._._ ---�--,.�-.-�.--,-�--,��--,---,,-�---.,-"-.�----.-- -.11- I I I '.' :: : ;, �:� J����:,: - KM vbk&h W ,.. .; � :r r:�: . � � , �::, k"011 11 � ,R � ,, S � � I ;: 11��. Cd b*** Yoe * ��?�4N�%, `1 � �:::� , I ::� FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: ,��:�L�� : ... M L1,2 I WWW.CALL81l.COM ___ I I I I - Architectural Review Board — Preliminary Submission Narrative Tax Map and Parcel # 06100000013200 The subject of this Architectural Review Board Preliminary/Initial Application is currently an outparcel with paved parking and almost no landscaping at Fashion Square Mall. Framed by Wells Fargo Bank, Seminole Trail/Route 29, an entrance drive into Fashion Square Mall and the Mall, the property is zoned Planned Development-Shopping Center Entrance Corridor Overlay. A site plan approved as SDP197900007 has gone through several changes over the years with this particular area remaining as parking distant from the mall's main building. The project proposes to redevelop a portion of Parcel 132 introducing a new LongHorn Steakhouse 5,465 square foot freestanding single story full-service casual dining restaurant. The restaurant will serve lunch and dinner seven days each week. A team of designers associated with Darden Restaurants employs extensive customer, industry and construction research to create the most desirable, efficient and value added design for the popular concept. The project will increase green space as it adds a multi-use pathway and new landscaping. The project proposal is similar to what was permitted for the Red Lobster on parcel 133 with administrative (Section 8.5.5.3 prior to 2012) and other required approvals. Redevelopment of the Urban Mixed-Use Area from paved parking into the restaurant site will not change the character of the area or be a detriment to adjacent lots since the area is totally commercial with no adjacent residences. The restaurant use is allowed in the PD-SC /EC zoning district and the use will be in harmony with the mall as well as other nearby businesses. Transportation will be minimally influenced since only existing entrances and exits for the mall will serve the restaurant location. These existing access points are in multiple locations on Seminole Trail and Rio Road. Initial research reference utilities to serve the restaurant has proven sufficiency. The new structure will include quality materials plus have a full sprinkler system and modern alarm system for fire and emergency protection. Although the current use of the proposed site is paved parking, the mall parking will continue to be compliant. A Special Exception application is being filed to allow the transition from parking to the restaurant use. Additionally, the 2.06 acre redevelopment area will meet the county's minimum parking regulation plus introduce new landscaping and improved lighting. A modification or waiver request (4.12.2.c.) is being made to allow parking in the redevelopment area that exceeds the maximum parking allowed—20% over the minimum required (4.12.4 Parking Areas). The minimum required (4.12.6 - 13/1000)for the 5,465 SF restaurant is 71 + 20% = 85 parking spaces. Allow up to 184 total parking spaces. Page -2- LongHorn Operational history for the LongHorn Steakhouse proves only 85 available parking spaces are insufficient. To access additional parking spaces guests of the restaurant would need to cross the mall ring road. 4.12.2 Parking, Stacking and Loading "c. Modification or waiver. The limitation on the maximum number of parking spaces required by subsection 4.12.4(a) and the design requirements in sections 4.12.15, 4.12.16, 4.12.17, 4.12.18 and 4.12.19 may be modified or waived, and in any commercial or industrial zoning district the minimum number of parking spaces required by section 4.12.6 may be modified, in an individual case if the zoning administrator finds that the public health, safety or welfare would be equally or better served by the modification or waiver and that the modification or waiver would not otherwise be contrary to the purpose and intent of this chapter. 2. In granting a modification or waiver, the zoning administrator may impose such conditions as deemed necessary to protect the public health, safety or welfare. In granting a request to modify the minimum number of parking spaces required by section 4.12.6, the zoning administrator may also require that the developer reserve an area on the lot equal to the reduced number of parking spaces for a specified period, and under conditions, imposed by the zoning administrator." i i CC •' o .}. cr $ ZW 8 is 2,0, O caa 0 Q1-z =I ft wQ0 e J to — ,,, iH Noe w o I w w Cr 0 ZIli "a. o m �''s w Q ©r9 zvz > 0. azy _ = ZnLli z?O c Il mam O O Ilif wit !IS.- 1 on= CI; f = " _.�11W Z< Ill wcnCD W w E �� a� pwz N w 2a> _ o= ¢ o z z O N O MCI, D Q. alit rw: mo t, � Z CO. ) X O • a • m 2�U z ,D O 2s� -C Zm 0) a C wQQ O max J I III auk co co Irnr 0< <OW ls Cr Q� #Il i et-U 1 Uwou kt ! J g} 4 4 4 4 Dec l--O (,LZ0j Zw_ u.ZT Oa3 C aw0 C .i u.cD< O c C O QU'H-o (v h� by> w s 4 ca a I W g> c W z a) a O2Z aJd w0s X>-p Luca n. 0\ t— M O U1 0 IMININIFININI _ 'D Vi atz U. 8 O O + O g c:i w �N 2(orr OD z..� .ea.,_ =Ia-Z r r WZD Y ad``_ ao0 M Q o W J 0 flJ7 ,` - ,' j_,O Wb-c .e -m 1 Ell j OL0 0 ' om w Z sissisi� a; t zQZ Q layao t , r L- t Y o , i 1 zo mam D Zi W V N i ,_ , I _ „..., ..,,,, , N Q1_2 ' C z?O O { r, mart N-- z co 4-. d m O Y C zr-U O ZW ¢~(X 0) CC4 ZZ(0 C _= ma.r J Zue 0< WLL egg c<O Zr w OU2m I gr .1111 D CY —o �ZU Qy r Zw2 44 i,,, u.Z Oce O d O �m< >1r3 ? . r " > a) i, ■ r. `e.. •„ to,, t.. a) - h+ fir. W t op. ti 4 5 4 Z Q)cr a) Q Hof- Graz O2_J F- O co X>-p WCON ■ Ol M O vi 0 T i a v filliflor LongHorn Site View Lease Area from Opposite Side of Route 29— Mall In Background __ .-go.ar.., .....: i � �yA • ,FT :r Rio t s _ s _� r � b ce n Route 29 Site Street Frontage and Neighborhood View Towards Rio Road Intersection - - - ..ti-- _____,,l, r / Route 29 Frontage and Neighborhood View Toward Mall Entrance Drive at the Lease Area Boundary el ®� _ z_ ' 1 'I - f + t n 2 n — c s �> -2r'' .. ^ l'k4.. n X s a. 4 s Fi _j_ Lease Area Toward Rio Rd. Depicting the Grade Change Restricting View From That Road and Entrance Drive PI MI L I K I HI G I F E D C B A 2 3 IV 4 5 6 7 8 IV 9 10 11 12 13 14 15 VF 16 17 18 KEY NOTES A VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT 1 METRO BRICK, 108 BROWNSTONE VELOUR TEXTURE 4 4 DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE 2. WOOD CANOPY (VLR) SHALL NOT EXCEED 30% A B F H J K 1. M P 3. DOWNSPOUT - CONNECT TO STORMWATER SYSTEM - REFER TO VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM CIVIL DRAWINGS - SEE ROOF PLAN FOR SIZE, PREFINISHED DARK BRONZE. THE ENTRANCE CORRIDOR SHALL BE ELIMINATED 4, PAINT EXPOSED SLAB EDGES TO MATCH ADJACENT SURFACE 5. 5" HALF ROUND GUTTER 6. EIFS FINISH, STO COLOR-EF-1 (U.0,N.) 7. EIFS EXPANSION JOINT- PACK JOINT WITH FOAM ROD, CAULK WITH SEALANT AS SPECIFIED BY STO 8. ENGINEERED STONE LEDGE 9. Tl x 6'-O'LOUVERED SHUTTER BY OWNER P-15. 10. 2x WOOD BASE -ROUGH SAWI 11. EIFS FINISH, STO COLOR-EF-2 (U.O.N.) 12. SIGNAGE PROVIDED BLOCKING FOR MOUNTING; FOR RACEWAY Sim COLORS: REFER TO A4.2 FINISH LEGEND PAINT SECTION SIMA5 Al 13. NOT USED /'- Al2 AlA 'IN, .7 N EE STRUCTURAL FOR SIZE-ST-5 A6A A . A6.3 .4 L8 16, RIDGE CAP SHINGLES 1 .4 39 16. GAF TIMBERLINE NATURAL SHADOW IMPACT RESISTANT 39 SHINGLES, COLOR: HICKORY 17. ENGINEERED CHISELED STONE LINTEL 5X5 T.O. STONE TOWER /-6 18. EXTERIOR SHEATHING, TYPE & GRADE PER STRUCTURAL 24 1 NI 7 19. CORRUGATED METAL AWNING, 11 1 1 lip I I 1 14 .0. P RA ET �,6 20. GLUE LAMINATED TRUSS - ST-5 SEE STRUCTURAL DRAWINGS 25 FOR SIZE 21. RESTAURANT ADDRESS NUMBERS - CENTER ABOVE DOORS T. 0. PARAPET fl-F-1 _i__1 I T -1 7 1 _f -1 �_ I T.O. CHIMNEY Cl% 22. LINE OF ROOF OR CANOPY BEYOND F-1 1241-041 23. EIFS FINISH, STO COLOR-EF-4 (U.O.N.) 'Y 124'-0" rH12 A8.2 7 SEE ELECTRICAL FOR TYPE STONE WALLS) 25. METAL COPING, SEE ROOF DETAILS J=m i rl l- � r � ' I f � � - - - � _, ,--- � - ' r ' r 24. LEQ COVE LIGHTING (RED AT EIFS WALLS, WHITE AT HARD( 8r I-'-' F -F ,I T. 0. PARAPET 27. T-5" x 5'-0' LOUVERED SHUTTER BY OWNER P-16 F F� 0 --dill 29, ALUMINUM STOREFRONT SYSTEM -SEE SHEET A4.2 FOR MORE INFORMATION. LINE OF VISUAL SITE TAKEN FROM ENTRANCE n25 --T 30. METAL DOOR- SEE SHEET A4.2 FOR MORE INFORMATION, L; T.O. RIDGE t,6 CORRIDOR APPROXIMATELY 152"FROM THE BUILDING. E -6" 'F -15. SEE EXTERIOR DETAIL AND EXTENSION 117' 31. HOSE PORT, PAINT P AT AN ELEVATION OF 6-10", THIS SITE LINE VERIFIES I KIT FOR CMU WALL. THAT OUR MECHANICAL ROOF EQUIPMENT WILL BE _T__' _T_ 34 LINE OF VISUAL SITE TAKEN FROM ROUTE 29 _r__�_ L 32. GAS PIPE, PAINT P-15. SCREENED BY THE PARAPET. 22 1 APPROXIMATELY 182'FROM THE BUILDING. AT AN 33. CT CABINETIMETER, PAINT P-1 5. ELEVATION OF 61 THIS SITE LINE VERIFIES THAT 34. CORE DRILL AND RECESS R1 LIGHT FIXTURE IN BEAM. _4j� OUR MECHANICAL ROOF EQUIPMENT WILL BE 35. MOUNTIR'LIGHT UNDER PERPENDICULAR BEAM, 7 jF 26 SCREENED BY THE PARAPET. 36. HARDIPLANK HZ5 LAP SIDING PRIMED, PAINT P-13 COUNTRY I % 3 20 REDWOOD, D8 2 F� -I F 37. NOT USED. 38. NOT USED, 39. METRO BRICK, 108 BROWNSTONE, SOLDIER COURSE, BR-2. A4.3 21 4 28 40, EXTERIOR LIGHT FIXTURE72"FOR ILLUMINATING STONE TOWER. TLr 14 MANAk) 1 NG PAI 2 D E ;,A EE r �5 T.O. STONE PIER 1081-81, 17 8 T-T 4= < 9 -.7 F-1 _F� - TOP OF WAINSCOT Y 104"10" 77-1- r F-3 _ter7 i=-r- r T_ T L; i _ t LFA rL� L _7 F__T_ ___ L, 1 4 1 1 ; I k ___1 Ll LT 1 T 71 7 L_J T 11 1 T FFE tr-47 P 13 COUNTRY REDWOOD ly 1001-01, "Al 6._1111%_/%.__AIIIII 1111!, 00 P 15 HASBROUCK BROWN MARSH BROWN 4'-3 3/4' BW 1/2" T-10 114" 91-10M T-8 718" BW 1/2" 6-11/4" "-7 1/2'. 19-411 T-7 112r Tl T-1 11141 T-9 3/8" ml `III, "I STAIN R.O. R.O. RIO, RIO. 10 1/2" 46-0 1/2" 13"1 18'-5 518" 2 3/4" WALNUT STAIN 771-8 3/4" H1 FKUNT ELE vATION SCALE: 1/411 11-011 VISIBLE LIGHT TRANSMITTANCE (VL7) SHALL NOT 7 6 5 4 3 2 1 DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30% SIDING 4 VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM HARDIEPLANK HZ5 LAP SIDING PRIMED, P-13 THE ENTRANCE CORRIDOR SHALL BE ELIMINATED HP 2 HARDIEPLANK HZ5 LAP SIDING PRIMED, P-1 6 BRICK LINE OF VISUAL SITE TAKEN FROM ROUTE 29 BR 1 METRO BRICK, 205 MARKETPLACE, VELOUR FINISH. APPROXIMATELY 132'FROM THE BUILDING. AT AN METRO BRICK, 108 BROWNSTONE, SMOOTH FINISH. ELEVATION OF 6-0", THIS SITE LINE VERIFIES THAT BR 2 OUR MECHANICAL ROOF EQUIPMENT WILL BE SCREENED BY THE PARAPET. ROOF 25 P 15 16. GAF TIMBERLINE NATURAL SHADOW IMPACT 39 RESISTANT SHINGLES, COLOR: HICKORY T.O. STONE TOWER CORTEN ROOFING COMPANY: 7/8" CORRUGATED D12 1eAl2% Al A5 12TI METAL ROOF, A6064,20 GAUGE T A6.1 6.5 24 J==, 2j 24 T.O. PARAPET z IE T.O. PARAPET 1/ 124'4)' 124'-0" T EIFS 23 H`12 H12 25 NAIM036 STOLIT FREEFORM, 80156 IN HEAVY A8,2 1� A8.2 JEF1 1 1 KNOCKDOWN TEXTURE WITH STOTIQUE 08.203, -0037 T.O. PARAPET MOTTLING EFFECT IN COLOR NA15 64 T. O. PARAPET Y 12 1' D 121'-0" Y NA16-0004 STOLIT FREEFORM, 80156, IN LIGHT A6.6 a15 KNOCKDOWN TEX7URE t L.1 V.- NA16-0008 STOUT 1,0 DARK, 130D T.O. RIDGE Alk 117"1 V R 1 STUCCO - ---------- U 0)A MET NA15-0036 STOUT FREEFORM, 80156 IN HEAVY Jj 5 ------- KNOCKDOWN TEXTURE WITH STOTIQUE 08203, -A .2 j MOTTLING EFFECT IN COLOR NA15-0037 77 F I_ ,-6 T.O. CANOPY V 113'1 31 11 III II 19 6 R 2 36 2 26 rA14111 I IIIII'IIII'( ill I I II,! I I'I �,� II;IIi is I!�II, I I�: ��Z ,�. 14 SP2.2 (25)� ,6 TO. DUMPSTER -A 14 J217 3 108,-B" 17 L T - - L, 7- 7 L 8 8 A83 -4 8 I / Q., , �11 , .. . - � L I _11 -F n17 - L_ OB Ty P.7 F TO WAINSCOT L J F 36 T.O. WAINSCOT 1--L I j Tt�T�` E:1-i 4-f r, I L 71 --- I i -i 7 I-F--f, F i I L 1 1 _i� I I T i i---- I i _LT I L_T_L_ FLT IF L L L, 4 IF 7- r Ir 7_1 a� ,-6 FIFE I __1_f__ - -A FFE r6 00,-I _0I I ay-o'. 111V 30 17\ 12'l 1/4" 7-3 1/4' 16-0 1/2" 8'-3 3/l 9 M, 3`4' V-1 0 3/4" 6'-8 1/8' 13'-6 1/4" 61-8 1/8" -1 SHUTTER ;or R.O. e -ill 16-2 1/4" V-4 1/4' 29l 3/4" 6-9 1/2" 26--1101/2" 68'-113/4" 10'-11/4" 6'-2 1/2' 4 7 -1 H12 "Il '\ A8.2 F Al LEFT ELEVATIU'll SCALE: 1/411 ® rir 1 1-0 111 A A, 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT#: 35651.000 LJ Issue Date: 08.27.18 REVISION INFORMATION 4 04.24.19 Owner Changes Restaurant #: 5600 LH9 Prototype current th ru 09-28-2018 1600 Rio Road East Albermarle County VA 22901 AUTHORIZED FOR: PERMIT / BID ALBEMARLE COUNTY VA Drawing EXTERIOR ELEVATIONS A591 Itl 111 & 0 1 ME no FI IAN■ as CI ■ WE 1 2 3 4 5 6 7 $ 9 10 11 12 13 14 15 16 lt:43 TRANSMITTANCE (VLT) SHALL NOT 40%. VISIBLE LIGHT REFLECTANCE B A OT EXCEED 30% ALL MECHANICAL EQUIPMENT FROME CORRIDOR SHALL BE ELIMINATED A6 Al2 A5 L5 A6.5 A6,5 A6.4 A6,1 T.O. CHIMNEY �' 127E-0-0° ` _--- H12 25 P 15 - A$.2 24 23 23 24 - _- -!^ i T.O. PARAPET _ ___Ti_ _ - - Y _ _ `+ ��.. T.O. PARAPET 124E-0" - - H12 124E 0'I _---_- -_ A8,2 25 P 15 26 P 15 23 \\ 4 - T.O. PARAPET 4- I I LINE OF VISUAL SITE TAKEN FROM ROUTE 29 _ter -- - _ �J ' —_\ - - FROM LINEO VISUAL SITE TAKEN ENTRANCE F APPROXIMATELY 182 FROM THE BUILDING, AT AN CORRIDOR APPROXIMATELY 152E FROM THE BUIL�7ING, ELEVATION OF 6'-0" THIS SITE LINE VERIFIES THAT _ - - -; -- - -- - --- - T- - - ---- - --- - - - _ I i - AT AN ELEVATION OF 6'4", THIS SITE LINE VERIFIES OUR MECHANICAL ROOF EQUIPMENT WILL BE __ -- --T._ ;_ _ _ - --- --a �� I 7 , - --� � \ 1.1 11 THAT OUR MECHANICAL ROOF EQUIPMENT WILL BE SCREENED BY THE PARAPET. 1 - - --- -- - - -- - - --- ! — - -- -' -- --- - -- = -- -- - - --- ---- - -- --- - --- --- -- - -- -- -- -- - -- \ A10 SCREENED BY THE PARAPET. y L 12 Q5 T.O. CANOPY -L,- 113E-6'I 10 A8. 10 SIM. @'..:. 3 \ - �- 3 P 13 Y 108'-0'UMPSTER L n. T r-r L,! I i r_ r` ;- r I- _r r_ I I / I II I I I I I / \ I / K6 8 4 A8.3 - , -r -- r - T - L z_ r T.O. WAINSCOT ,� 104 10 r T '_= LrL r - - T - — r - - - - 7 i 1 4 -f �L _I LII - 1 - _ T L I J it 1 _ r= J —r1 - r r(I I� -I r _ L r i' I sir-'1 F _I T Ay , L•-' '" FIFE d4 FIFE rr IV 100E-0" 4 32 36 3 33 \ `� 1 3" 10'-10, 10'-1 O" 3" '-61 /8' 11'-81/2" W, 28'-81/4" 3'-101, 81-8" 4'-8" 6E-15/8" 41-8" T-1 1/4" Ir SHUTTER HUTTER 31'-2 718" 16-2 1/2" 21'-4112" T-81/4" 20'-111/4" 10'-23/4" 23/4" 5'-11/2" 3 3/4" H�ELEVATION SCALE: 114" =1'-On VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT S 4 DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30% VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED LINE OF VISUAL SITE TAKEN FROM ROUTE 29 APPROXIMATELY 132' FROM THE BUILDING. AT AN ELEVATION OF 6'-0", THIS SITE LINE VERIFIES THAT A7 L8 OUR MECHANICAL ROOF EQUIPMENT WILL BE A8.4 SCREENED BY THE PARAPET. `� YA1, Al2 A6.3 T.O. STONE TOWER Al Al r - 'IJbI 127E-0" A6.5 A6,6 -- - - - - - T.O. CHIMNEY 12T-0 Y 25 \ 39 1 r r _L 4 - -, - T T.O. PARAPET \ \I =1 _ P 16 A8.2r�' �. 23 124E-01 25 T.O, PARAPET - - - - J _I _ 23 L - T LT Ti r -�-f - 12 � I = �-,T�--s�T=�j-T A6.fi - A6.2 i-r� SIM._ -- -- --. - ---- -- - �- `� 1 . III •I ,.iT� /-015 T I � `\* T ram_ T.O. RIDGE_T l�- 117-6 r, 1 L i, r — -:= Zi� L r i I Fi r I, r 22 -- -- — — — -- — T — — — — -- — -- — —_ — — —__— — a r �-�-- _ SIM.- J ._� T 7 I 11��r Lr� T36 20 26 °, \ D5 _ A8.2 SimA14 14---- ���,�� _ _ '' 10 17 i 10 �`` r� r L-- L r =T'_ P 13 25 SP2.2 T.O. PIER - - - --- _� �--�- , i -' '- 1 . L 108-8 , '�T {� ri- i ., - T_ \--T�=r = ��=I 1 _ r T•O. DUMPSTER — T� 108 0 y.- i� —T L s, --( 7 \ 1 r -r -ram - _Y 219 — 11 -r- r- �L 8 s r i _T rT[ I�`r' T1 ��r �-I 27 27 27 27 T.O. WAINSCOT r 1 -` - L`__�r- �. r`•.:�7_ T- r � _i_.. i-.\ \ .�._:�r -, -..1 T _ ,�` � �f _S_r__rT I- - -- LI I- "I -;- f-r-; i -_ IrT ��`�r f- �-r- _ _ I- T: T.O. WAINSCOT 4 I _ T _ - - r r T - __ r T \�-;. i _ .L_ r �L-1 _ _r �- _ L .. _•_- _- _ -_ rei _ l - T ( - -1 _ --__r%�. 1 ._ _ L ! _ _ _ _ _ __ _ _ T _. T -Tr. _ _' ,-ice 1 1 - r-�_I T 103-� _ 1 �.� _ ---(Tj- -_. `r._r- r-=I TI . ?. L I-' (I LL r L_ �1_ "T, is ? Lr-; , - r 1-r=:--I-.y_�' ITC I '�-,�_. 1-,-� _=��r =r ii �- _'_ L•-.' \ 7 r - L _ .1.-� - -- - T I �-= L�r T r - �-` �- \ K12 -•--�, ? rl ! IT` r �^ : r-(_- _- -r r - -- _ I 4'._-'_� T_r-I i ,.L -r_: L-T _`-�. --r. _� : -__ � 1�.�-_- _rY l�W •J ; - I r-r''T T - I r __r ; ' i T � � _ - - : A83 -`-L= =�1 - � TI r IrT-r — FFE _ - _ � -T-( I r- 1_ = _ -' - - - - �,� - 7-�-,--� _ - -- - - FIFE - J—.rr— �, r ' - r i i - , � f �� r —I 4 I _ r_ � (TI i..l _ _ I- _ � __I �I —r j' 'T—f�, � � C I—� ,- -- -ram l ! __., �_.. ._ r. �r _,_.�( _� T 7 - T - �r I-`' I - i -" -!-' I I -T r -r I r I � Y- VL �l , n 100E 0° 1 O0 -0 IF 2'-11314" 4'-8 1/8* T-11518" 2'-2 1/2" 4'-81E 5'-4" 4'-8" 4'-5 1/2" 9'-10" 12'-9 7/8" 13W 3/4" 1T-51/4" 16'-01f or SHUTTER SHUTTER SHUTTER 6'-2112" 10'-11/2" 39'-7" 32'-8 3/4" Ot 82'-51/4" All RUG""HT ELEVATION SCALE: 1 l4i1 = 1I-ON 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1S 16 17 18 KEY NOTES 1. METRO BRICK,108 BROWNSTONE, VELOUR TEXTURE 2. WOOD CANOPY "' 3, DOWNSPOUT - CONNECT TO STORMWATER SYSTEM - REFER TO CIVIL DRAWINGS - SEE ROOF PLAN FOR SIZE. PREFiNISHED DARK BRONZE. 4. PAINT EXPOSED SLAB EDGES TO MATCH ADJACENT SURFACE 5, 5" HALF ROUND GUTTER 6. EIFS FINISH, STO COLOR-EF-1 (U.O,N.) 7• EIFS EXPANSION JOINT- PACK JOINT WITH FOAM ROD, CAULK WITH SEALANT AS SPECIFIED BY STO 8• ENGINEERED STONE LEDGE 9, 3'-5" x V-0" LOUVERED SHUTTER BY OWNER P-15. 10. 2x WOOD BASE -ROUGH SAWN-ST-5 11. EIFS FINISH, STO COLOR-EF-2 (U.O.N.) 12. SIGNAGE PROVIDED BLOCKING FOR MOUNTING; FOR RACEWAY COLORS: REFER TO A4.2 FINISH LEGEND PAINT SECTION 13, STUCCO FINISH, STO COLOR-8-1 (U.O,N,) 14. ROUGH SAWN WOOD COLUMN SEE STRUCTURAL FOR SIZE-ST-5 15. RIDGE CAP SHINGLES 16. GAF TIMBERLINE NATURAL SHADOW IMPACT RESISTANT SHINGLES. COLOR: HICKORY 17. ENGINEERED CHISELED STONE LINTEL 6X5 18. EXTERIOR SHEATHING, TYPE & GRADE PER STRUCTURAL 19. CORRUGATED METAL AWNING. 20. GLUE LAMINATED TRUSS - ST-5 SEE STRUCTURAL DRAWINGS FOR SIZE 21. RESTAURANT ADDRESS NUMBERS - CENTER ABOVE DOORS 22, LINE OF ROOF OR CANOPY BEYOND 23. EIFS FINISH, STO COLOR-EF-4 (U.O.N.) 24, LED COVE LIGHTING (RED AT EIFS WALLS, WHITE AT HARDI & STONE WALLS) - SEE ELECTRICAL FOR TYPE 25. METAL COPING, SEE ROOF DETAILS 26, CANOPY TIE BACKS 27. T-6" x 5'-0" LOUVERED SHUTTER BY OWNER P-15 28. 2X4 ROUGH SAWN ST-5 29. ALUMINUM STOREFRONT SYSTEM - SEE SHEET A4,2 FOR MORE INFORMATION. 30• METAL DOOR - SEE SHEET A4.2 FOR MORE INFORMATION. 31, HOSE PORT, PAINT P-15. SEE EXTERIOR DETAIL AND EXTENSION KIT FOR CMU WALL. 32• GAS PIPE, PAINT P-15. 33. CT CABINET/METER, PAINT P-16. 34, CORE DRILL AND RECESS R1 LIGHT FIXTURE IN BEAM. 35, MOUNTER' LIGHT UNDER PERPENDICULAR BEAD. 36. HARDIPLANK HZ5 LAP SIDING PRIMED, PAINT P-13 COUNTRY REDWOOD. 37, NOT USED. 38, METRO BRICK, 205 MARKETPLACE, BRA. 39, METRO BRICK,108 BROWNSTONE, SOLDIER COURSE, BR-2 40. EXTERIOR LIGHT FIXTURE72' FOR ILLUMINATING STONE TOWER. m DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 CJ �IIII� Issue Date: 08.27.18 REVISION INFORMATION 4 04.24.19 Owner Changes Restaurant #: 560C1 LONGHORN LH9 Prototype current thru 09-28-2018 1600 Rio Road East Albermarle County VA 22501 AUTHORIZED FOR: PERMIT/ BID ALBEMARLE COUNTY VA Drawing EXTERIOR ELEVATIONS A5-9