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HomeMy WebLinkAboutSDP201800066 Plan - Revision Final Site Plan and Comps. 2019-04-24PROTECT YOURSELF F 0 1 itil iat 11im nm PARCEL ID# . 1 00-00 OO 11 SITE PL SEMINOLE TRAIL (SR 29) & EAST RIO ROAE;, RIO MAGISTERIAL DISTRICT ALB MARLE COUNTY, VIRGINIA AREA MAP 200' DYNAMIC ENGINEERING CONSULTANTS, P.C. 1904 MAIN. STREET LAKE COM-0, NJ 07719 N'W W.DYNAMICEC.COM mat COVER SHEET C1.1 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 (STORM) C3.1 UTTLTTY PROFILES (SANITARY) C3.2 UTILITY PROFILES (SANITARY) C3.3 LIGHTING PLAN C4.1 LIGHTING PLAN DETAILS C4.2 CONSTRUCTION DETAILS C6.1 CONSTRUCTION DETAILS C6.2 CONSTRUCTION DETAILS C6.3 CONSTRUCTION DETAILS C6.4 CONSTRUCTION DETAILS C6.5 SOIL BORING LOGS C7.1 VEHICLE CIRCULATION PLAN (WB-57) C8.1 VEHICLE CIRCULATION PLAN (REFUSE) C8.2 LANDSCAPE PLAN L1.1 LANDSCAPE PLAN NOTES & DETAILS L1.2 FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT#: 35651.000 PROFE IONAL JENGINEER VIRGIN A LICENSE No. 51627 Job #: 2627-99-002 Issue (Date: 08.27.18 REVISION INFORMATION REV. PE:R 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 C111 QENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED BASED N REFERENCES INCLUDING: ALTA NSPS LAND TITLE SURVEY FIR ORDER LLC 4383 HECKTbWN ROAD, SUITE B BETHLEHEM, PA 18020 PROJECT N0. 6262 2. APPLICANT: OLIOEDARDEI+I CENTER DRIVE ORLANDO, FL 32837 3. PARCEL DATA: SEMINOLE TRAIL (SR 29) & EAST RIO ROAD PARCEL IDJ 06100-00-00-13200 RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 4. ZONE: PLANNED DEVELOPMENT SHOPPING CENTER (PD-SC ZONE) 5. EXISTING USE: PARKING AREA (PERMiM USE) (§ 18-22.2.1A.2.) 6. PROPOSED USE: EATING ESTABLISHMENT (PERIiIITED USE) (§ 1$-22.2.18.14) (SPECIAL EXCEPTION FORK A VRIATIN 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 SF) 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 (E) 10.5 FT MINIMUM SIDE YARD SETBACK [3] 5 FT N/A 39.0 FT MAXIMUM BUILDING HEIGHT 40 FT N/A < 40 FT MAXIMUM GROSS FLOOR AREA 40,000 SF - 5,465 SF LEASE AREA CALCULATION N/A N/A 2.06 AC. (89,948 SF) IMPERVIOUS COVERAGE CALCULATION N/A 88.0% (79,127 SF) 71.8% (64,625 SF) [1] LOTS IN VILLACE/NEIGHBORHOOD 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 MAXI M OF 30 ACRES AND IN REGIONAL CENTERS A MINIMUM AREA OF 30 ACRES. (§ 18 25.3) VJIN COMMERCIAL AND INDUSTRIAL DISTRICTS, A MINIMUM SETBACK OF 10 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS TSIDE OF THE RIGHT-OF-WAY IS REQUIRED.(§ 18-4,20) [3] IF THE ABUTTING LOT IS ZONED COMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. (§ 18-4.20) [4] NO OFF-STREET PARKING OR LOADING SPACE SHALL BE LOCATED CLOSER THAN 20 FEET TO THE DISTRICT BOUNDARY (§ 18-4.20) rql THE MAXIMUM SETBACK SHALL BE 30 FEET FROM THE RIGHT-OF-WAY OF THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY. MAXIMUM SETBACK SHALL NOT APPLY TO ANY LOT ABUTTING A PRINCIPAL ARTERIAL HIGHWAY (§ 18-4.20) 8. PARKING REQUIREMENTS A. THE MAXIMUM GRADE FOR PARKING SPACES, LOADING SPACES, AND ACCESS AISLES ABUTTING PARKING OR LOADING SPACES SHALL NOT EXCEED FIVE (5) PERCENT IN ANY DIRECTION. 18-4.12.15C. B, THE MINIMUM IN SECTION 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. § 18.4.12.15G. D. THE MINIMUM SEPARATION'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 (10) FEET BY EIGHTEEN (18) FEET WITH A TWENTY (20) FEET AISLE WIDTH OR NINE (9) FEET BY EIGHTEEN r 18) FEET PARKING STALL WITH A TWENTY-FOUR (24) FEET WIDE AISLE. (§ 18-4.12.16C.1.) F. TURNING RADII SHALL BE LIMITED BY THE REQUIREMENT TO MAINTAIN ONE HUNDRED 100) 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 E FEET. (§ 18-4.12.16E.) H. VEHICLE ACCESS AISLES THAT ARE NOT ADJACENT TO PARKING SPACES, SHALL NOT EXCEED A GRADE OF TEN (10) PERC . (§ 18-4.12.17A) I. ENTRANCES TO PARKING AREAS FROM PUBLIC STREETS OR PRIVATE ROADS SHALL PROVIDE AN ADEQUATE LANDING AND/OR GRADE TRANSITION FOR VEHICLE ACCESS AISLES. AS A GUIDELINE, THE APPROACH GRADE SHOULD NOT EXCEED FOUR (4) PERCENT FOR A DISTANCE OF NOT LESS THAN FORTY (40) FEET MEASURED FROM THE EDGE OF TE STREET OR ROAD BEING INTERSECTED. (§ 18-4.12.17B) J. THE MINIMUM TRAVELWAY WIDTH FOR TWO-WAY ACCESS AISLES SHALL BE TWENTY 20 FEET. (§ 18-4.12.17C1)) K. WHEN THE CALCULATION OF THE MINIMUM NUMBER OF REQUIRED PARKING SPACESREId 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 5F)*(13 PARKINGSPACES ROPOS D (WI000 HIN LEASE AREA) = 131 SPACES (COMPLIES) 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 200,000 4.75 200,001 TO 600,000 4.50 600001 TO 750 000 4.75 750:001 AND LANGER 5.00 0. PARKING CALCULATION (570,653 SF + 5465 SF)*(4.5 SPACES/1,000 SF) = 2,593 SPACES TOTAL PROPOSED tSHOPPING CENTER) = 2,921 SPACES PROVIDED (BASED ON EX. INFORMATION BY LANDLORD) P. MAXIMUM NUMBER OF SPACES- THE NUMBER OF PARKING SPACES IN A PARKING AREA MAY NOT EXCEED THE NUMBER OF SPACES REQUIRED BY MORE THAN TWENTY (20 PERCENT. (§ 18-4.12.4A) 1H REFORE: 71 SPACES X 1.2 = 85 SPACES TOTAL PROPOSED = 131 SPACES (RE0043) FOR OVERALL SHOPPING CEN ER 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 1 2 FEET IN CLEARANCE HEIGHT AND A LENGTH SUFFICIENT TO ACCOMMODATE THE LARGEST DELIVERY TRUCKS SERVING THE ESTABLISHMENT, BUT IN NO CASE WILL S C 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 (4,000j GROSS SQUARE FEET OR MORE SHALL PROVIDE A DUMPSTER PAD THAT DOES NOT IMPEDE ANY REQUIRED PARKING OR LOADING SPACES, NOR ANY PEDESTRIAN OR VET IICULAR 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 DUMPSTER WILL RESTONTHE CONCRETE, F. TTHE SITE NO CASE BE DESIGNED SO TTHATFSTORMWATRER DOERS NOT RUN THAN EIGHT(8) DRAINS AWAY FROM, AREEASOWHERE DDUMPSSTTERS(lL E LOCATED BfN 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. PARKING AREAS CONSISTING OF FOUR 4 SPAGES OR MORE SHALL BE SCREENED FROM ADJACENT RESIDENTIAL AND RURAL AREAS DISTRICTS. ((�� 18-32.7.9.7A2 C. FEATURES THAT MAY HAVE NEGATIVE VI�U)AL IMPACTS INCLUDING, BUT NOT LIMITED TO, LOADING AREAS AND REFUSE AREAS; SHALL BE. SCREEN NNS 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 OR 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 GROSS SLOPE: i :48 2.08% MAX. 0 1. %MIN. 1.5% MAX. FOR NEW G)) ( ) ( ONSTRUCTON - INTERSECTION SLOPE: 1:48 (2.08%� MAX. IN ALL DIRECTIONS (1.5% MAX. FOR NE'N CONSTRUCTION) - CHANGE IN LEVELS: Y" MAX. HEIGHT OR 1 ' MAX. HEIGHT WITH BEVELED EDGE BEVELED EDGE SLOPE OF 1:2 (50%) MAX. - CAPS: X MAX. WIDTH ELONGATED OPENINGS SHALL BE PLACED SO LONG DIMENSION IS PERPENDICULAR TO PATH OF TRAVEL CURB RAMP - SLOPE 1:12 (8.3%) MAX. (7.4% MAX. FOR NEW CONSTRUCTION) - SIDE FLARE SLOPE: 1:10 (10%) MAX. WHERE PEDS CROSS RAMP) - BOTTOM LANDING: 48" MIN. LENGTH; WIDTH TO MATCH CURB RAMP; 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) - CROSS SLOPE: 1:48 (2.08%) MAX. (1.5% MAX. FOR NEW CONSTRUCTION) - CHANGE IN LEVELS: X MAX. HEIGHT OR Jj" MAX. HEIGHT WITH BEVELED EDGE. BEVELED EDGE SLOPE OF 1:2 (50%) MAX. RAMPS GAPS: 1/2" MAX. WIDTH ELONGATED OPENINGS SHALL BE PLACED SO LONG DIMENSION IS PERPENDICULAR TO PATH OF TRAVEL SLOPE: 1:12 (8.3%) MAX. (7.4% MAX. FOR NEW CONSTRUCTION) - EXISTING RAMPS; SLOPE: 1:10 (10%) MAX. FOR RISE OF 6"; 1:8 (12.5%) MAX. FOR MAX. RISE OF 3" - MAX. RISE: 30" - MIN. CLEAR WIDTH: 36" - MIN. LANDING CLEAR LENGTH: 60" MAX. CROSS SLOPE: 1:48 (2.08%) (1.5% MAX. FOR NEW CONSTRUCTION) PROTECT YOURSELF 11, ARB DEVELOPMENT LAYOUT: A. AN ORGANIZED PATTERN OF ROADS, SERVICE LANES, BIKE PATHS, AND PEDESTRIAN WALKS SHOULD GUIDE THE LAYOUT OF THE STFE. B. IN GENERAL, BUILDINGS FRONTING THE ENTRANCE CORRIDOR STREET SHOULD BE PARALLEL TO THE STREET. BUILDING GROUPINGS SHOULD BE ARRANGED TO PARALLEL THE ENTRANCE CORRIDOR STREET. C. OPEN SPACES SHOULD BE TIED INTO SURROUNDING AREAS TO PROVIDE CONTINUITY WITHIN THE ENTRANCE CORRIDOR. D. IF SIGNIFICANT NATURAL FEATURES EXIST ON THE SITE (INCLUDING CREEK VALLEYS, STEEP SLOPES, SIGNIFICANT TREES OR ROCK OUTCROPPINGS), TO THE EXTENT PRACTICAL, TEN SUCH NATURAL FEATURES SHOULD BE REFLECTED IN THE SITE LAYOUT. IF THE PROVISIONS OF SECTION 32.5.6.N OF THE ALBEMARLE COUNTY ZONING ORDINANCE APPLY, THEN IMPROVEMENTS REQUIRED BY THAT SECTION SHOULD BE LOCATED SO AS TO MAXIMIZE THE USE OF EXISTING FEATURES IN SCREENING SUCH IMPROVEMENTS FROM ENTRANCE CORRIDOR STREETS. E. THE PLACEMENT OF STRUCTURES ON THE SITE SHOULD RESPECT EXISTING VIEWS AND VISTAS ON AND AROUND THE SITE. 12. ARB SITE GRADING: A. SITE GRADING SHOULD MAINTAIN THE BASIC RELATIONSHIP OF THE SITE TO SURROUNDING CONDITIONS BY LIMITING THE USE OF RETAINING WALLS AND BY SHAPING THE TERRAIN THROUGH THE USE OF SMOOTH, ROUNDED LAND FORMS THAT BLEND WITH THE EXISTING TERRAIN. STEEP CUT OR ALL 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. ANAL GRADING SHOULD ACHIEVE A NATURAL, RATER THAN ENGINEERED, APPEARANCE. RETAINING WALLS 6 FEET IN HEIGHT AND TALLER, WHEN NECESSARY, SHALL BE TERRACED AND PLANTED TO BLEND WITH THE LANDSCAPE. B. NO GRADING, TRENCHING, OR TUNNELING SHOULD OCCUR WITHIN THE DRIP LINE OF 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 TO 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 FORT THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN SOILS REPORT & PLANS. 17. SITE CLEARING SHALL INCLUDE THE LOCATION AND REMOVAL OF ALL UNDERGROUND TANKS, PIPES, VALVES, ETC. 18. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 19. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 20. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 21. ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION. 22. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION AND SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS, AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE. 23. ALL CONTRACTORS MUST CARRY STATUTORY WORKERS COMPENSATION, EMPLOYERS LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL� ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME DYNAMIC ENGINEERING CONSULTANTS P.C. ITS SUBCONSULTANTS AS ADDITIONAL SU ED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE HOLD HARMLESS AND 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 SURONSULTMTS 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 EMPLOYEES 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 EESSP NSIBILBILB INCLUDING TBUTSNOT LIMITED TO CONNSTRuCCTION MEANS PROJECT SITE SHALL RELIEVE SEQUENCEETTECHN QUES ORRPROCEDURES NECQES�ARYDUTIES FORAND PERFORMING SUPERINTENDING AND COORbINATING THE WORK IN ACCORDANCE WITH THL CQMTZ4C'f DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY 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 JOBSTE SAFETY. DYNAMIC ENGINEERING CONSULTANTS, P.C. SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE. 25. DYNAMIC ENGINEERING CONSULTANTS, P.C. SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS SUCH AS SHOP CONDRAWINGS ORMrtNPRODUCT ITH THEAbESIIGGN CONCEPT ANDRTHET NFORWHICH MATIONESHOWN IN THEI CONSQTRUC111ON MEANS ORBUT METHODS, LY COORDINAR THE TIONDOFUTHEE WORK WTHOS� OF CHECKING OTHERFOR 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 AA SPECIFIC ITEM SHALL NOT INDICATE THAT 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 CONSULTANTS, P.C. IN WRITING BY THE CONTRACTOR. DYNAMIC ENGINEERING CONSULTANTS. P.C. SHALL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH 26. IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOWING THE COMPLETION OF THE AGREMTENT ORMIC THE PRENGINEERING SHALL BECONSULTANTS SUBI�ITTD TO NONBINDING MEDIATION ON UNLSSAGREE THE�PARTIEST ALL DIM TUAAI.LYY ES AGREE OTHERWISE. EEN THEM ARISINGOUT OF OR RELATING TO THIS 27. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT SUBCONTRACTORS AND (CONSULTANTS RETAINED FOR THE PROJECT AND TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION IN ALL AGREEMENTS WITH THEIR SUBCONTRACTORS SUBCONSULTANTS SUPPLIERS AND FABRICATORS, THEREBY PROVIDING FOR MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PASTIES TO ALL THOSL AGREEMENTS, 28_ INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN R, T SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK D ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND IT SHALL SUCH COSTS TO CONNECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, 29. ALL TRAFFIC SIGNS AND STRIPING SHALL FOLLOW THE REQUIREMENTS SPECIFIED IN THE MANUAL ON "UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. 30. THE BUILDING SETBACK DIMENSIONS ILLUSTRATED AND LISTED ON THE SITE PLAN DRAWINGS ARE MEASURED FROM THE OUTSIDE SURFACE OF BUILDING WALLS. THESE SETBACK DIMENSIONS DO NOT ACCOUNT FOR ROOF OVERHANGS, ORNAMENTAL ELEMENTS, SIGNAGE OR OTHER EXTERIOR EXTENSIONS UNLESS SPECIFICALLY NOTED. 31. CONTRACTOR TO BE ADVISED THAT THE ENGINEER WAS NOT PROVIDED WITH FINIAL 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 CONSTRUCTIA. THE HANDICAP ACCESSIBLE PARKING SPACES AND THE ASSOCIATED RAMPS AND ACCESSIBLE ROUTE MUST COMPLY WITH ADA REQUIREMENTS AND THE HANDICAP PARKING SPACES MUST BE LOCATED AS THE NEAREST SPACES TO THE ENTRANCE. CONTRACTOR TO NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. ALBEMARLE COUNTY NOTES GENERAL GONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3, EROSION AND SILTATION CONTROL MEASURE SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO 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 STORMWATER MANAGEMENT PLANS 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. ACSA GENERAL WATER AND SEWER CONDITIONS 1, WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY, 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10JHE 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). EXISTINQ UTILITY NOTES EXISTING WATER SERVICE NOTE: CONTRACTOR TO LOCATE AND UTILIZE EXISTING WATER SERVICE CONNECTION IF FEASIBL E. OTHERWISE REMOVE EXISTING WATER SERVICE LTRE-70A15-9- N 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 TO BE COORDINATED AND VERIFIED FOR LOCATION WITH THE LOCAL WATER COMPANY. CONTRACTOR SHALL OBTAIN ALL REQUIRED STREET OPENING PERMITS FOR REMOVAL OF EXISTING SERVICE AND INSTALLATION OF NEW SERVICE. 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 EX19NG 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 SCINER-AUTPORV.- 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 RE 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, BRFAK UP CONCRETE SLABS -ON -GRADE, UNLESS OTHERWISE DIRECTED BY OWNER. 7. LOCATE DEMOU11ON 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 ASEMENT, 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 ROUND 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 IN SUCH MANNERFACILITIESENSURE MINIMUM NIR ITH ROADS WALKS ANDOTHER FACILITIES, ONOT EEOROBSTRUCTSTREETS, WALKS OR OTHER OOPIED WITHOUINTERFERENCE PRORWRTTENPERMISSION OF OWNER AND AAPPLICABLEGOVRNMENTALAUTHORT PROVIDE ALTERNATE ROUTES R6UND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRED BY APPLICABLE GOVERNMENTAL REGULATIONS. 13. USE WATERING TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS AS NECESSARY TO LIMIT THE AMOUNT OF DUST AND DIRT RISING AND SCATTERING IN THE AIR. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF ALL DUST ANd DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. RETURN ALL ADJACENT AREAS TO THE CONDITIONS EXISTING PRIOR TO THE START OF WORK. 14. ACCOMPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE UNAUTHORIZED ENTRY OF PERSONS AT ANY TIME. 15. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE DEMOLITION OF STRUCTURES AND FOUNDATIONS WITH SOIL MATERIALS IN ACCORDANCE WITH THE GEOTECHNICAL REPORT, CONSISTING OF STONE, GRAVEL AND SAND, FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. STONES UNDDERTAKE ALL NLL NOT ECESSARY ACTIOER N IN ORDER TO ENSURE DIMENSION.MATERIAL R� TOBOEMFILLED OAREE FRON EEYOF0STANDING WATER FROSTUSED AS FILL PRFROZEN MATTERIAL TRASH FDEBRIIS. PRE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% OPTIMUM DENSITY. GRADE THE 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 STRUCTURES TO BE DEMOLISHED BEFORE THE COMMENCEMENT OF THE DESIGNATED DEMOLITION, MARK FOR POSITION ALL UTILITY DRAINAGE AND SANITARY LINES AND PRUTE ALL ACTIVE LINES, CLEARLY IDENTIFY BEFORE THE COMMENCEMENT OF DEMOLITION SERVICES TE REQUIRED INTERRUPTION OF ACTIVE SYSTEMS THAT MAY AFFECT OTHER PARTIES, AND NOTIFY ALL APPLICABLE UTILITY COMPANIES TO ENSURE THE CONTINUATION OF SERVICE. 18. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL PROCEDURES ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS NECESSARY. NOTES 1. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR SHALL BE REQUIRED TO CALL THE BOARD OF PUBLIC UTILITIES ONE CALL DAMAGE PROTECTION SYSTEM OR UTILITY MARK OUT IN ADVANCE OF ANY EXCAVATION. 2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. 3. ALL EXISTING UTILITIES TO BE ABANDONED SHALL BE DISCONNECTED AND CAPPED AT THE MAIN FOR WATER, AT THE CLEAN -OUT FOR SEWER AND THE SHUT-OFF VALVE OR MAIN FOR GAS IN ACCORDANCE WITH MUNICIPAL AND LOCAL UTILITY REQUIREMENTS. 4. ALL EXISTING DEBRIS SHALL BE REMOVED BY CONTRACTOR IN ACCORDANCE WITH MUNICIPAL AND LOCAL UTILITY COMPANY REQUIREMENTS, UTILITY NOTES 1. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION, SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION AND PROGRESS UP GRADIENT. INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEINT OF CONSTRUCTION. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY UTILITY "ONE -CALL" NUMBER 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER & SEWER DEPARTMENTS TO MARK OUT THEIR UTILITIES. 3. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE SAME. SERVICE SIZES TO BE DETERMINED BY ARCHITECT. 4. WATER SERVICE MATERIALS SHALL BE SPECIFIED BY THE LOCAL UTILITY COMPANY, CONTRACTORS PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE A COMPLETE WORKING SERVICE. 5. ALL WATER MAIN SHALL BE CEMENT -LINED, CLASS 52 DUCTILE IRON PIPE, UNLESS OTHERWISE DESIGNATED. 6. THE MINIMUM DIAMETER FOR DOMESTIC WATER SERVICES SHALL BE I INCH. 7. SEWER MAINS SHALL BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. WHERE THIS IIS NOT POSSIBLE, THE PIPES SHALL BE IN SEPARATE TRENCHES WITH THE SEWER MAIN AT LEAST 18 INCHES BELOW THE WATER MAIN. ALL SEWER MAINS SHALL BE SDR-35 PVC PIPE UNLESS OTHERWISE DESIGNATED, 8. ALL SEWER PIPE INSTALLED WITH LESS THAN 3 FEET OF COVER, GREATER THAN 20 FEET OF COVER OR WITHIN 18 INCHES OF A WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE. ALL DUCTILE IRON SEWER PIPE SHALL BE CEMENT -LINED, CLASS 52 PIPE, FURNISHED WITH SEWER COAT, OR APPROVED EQUAL. 9. WHERE SANITARY SEWER LATERALS ARE GREATER THAN 10' DEEP AT CONNECTION TO THE SEWER MAIN, CONCRETE DEEP LATERAL CONNECTIONS ARE TO BE UTILIZED. 10. LOCATION & LAYOUT OF GAS ELECTRIC & TELECOMMUNICATION UTILITY LINES AND SERVICES SHOWN ON THESE PLANS ARE SCHEMATIC IN NATURE. ACTUAL LOCATION & LAYOUT OF THESE UTILITIES & SERVICES ARE TO BE PER THE APPROPRIATE UTILITY PROVIDER. 11. ROOF LEADER COLLECTION PIPING ARE CONCEPTUAL IN NATURE AND ARE NOT FOR CONSTRUCTION. ACTUAL ROOF LEADER COLLECTION PIPING IS TO BE COORDINATED W/ ARCHITECTURAL PLANS FOR EACH INDIVIDUAL BUILDING. ALL ROOF LEADER COLLECTION PIPING SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE DESIGNATED. 12, ALL SEWER AND WATER FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATORY AUTHORITY'S RULES AND REGULATIONS. 13. ALL PROPOSED UTILITIES TO BE INSTALLED UNDERGROUND UNLESS OTHERWISE NOTED. 14. MANUFACTURED REINFORCED CONCRETE STORM PIPE TO CONFORM TO ASTM C-76 CLASS III UNLESS OTHERWISE DESIGNATED. MANUFACTURED REINFORCED NONEELICCEMTI HEMROOCREPP5CAIIJCN RJDNDREINFORCED RLEBNR TO B ISTAALLD IN ACODMAEICANCNETIE A5§OITIONNSAOGUIELS AND MORTAR OR PREFORMED FXIEJOITALNN ACCORDANCE WITH ASTM C 990 TO BE UTILIZED TO PROVIDE A SILT -TIGHT JOINT. WHERE SPECIFICALLY INDICATED, REINFORCED CONCRETE STORM PIPE JOINTS SHALL BE WATERTIGHT AND CONFORM TO ASTM G-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 F2305 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 ASTM F477. FIELD WATERTIGHTNESS ERFORMANCE RI FICATION MAY BE ACCOMPLISHED IN ACCORDANCE WITH ASTM f2487. HP PIPE SHALL BE FROM A MANUFACTURER WHO 15 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. aRADINQ NOTES 1. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, 'YIELDING 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 RE PREPARED BY A QUALIFIED SOILS ENGINEER REGISTERED WITHIN 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 MIN. ON CASPHAL , TO PREVENT ONDRING. ANY MIN. SGATHAT ALL ISLAND HE RPUBLICRBSSAFEETTY OR%PROJECTL COST, MUST SURFACES SNTIFED T01 THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION WITH DESIGN DISCREPANCIES IS DONE SO AT THE CONTRACTOR'S OWN RISK. 3. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MIN, OF 0.75% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION. 4. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED ALL 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. PROVIDE CONSTRUCTION PHASE IINNSPECTIONHS OFTHEBASIN BOTTOMS OILS ANDA ANYQUFIELLFI MATILLGEOTECHNICAL N ANYNEER PROPOSSEDINFILTRATION SOIL RORR PERMEABILITY 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. iwl 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT#: 35651.000 ;IONAL IENGINEER 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 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 CHARLOTTESVILLE VA 1krawing NOTES C2,1 S70M AN 2AD STORY BUIBM AUT (ABOff RM-7MU) 0000—j CONC W MW Nc. Co Z�L:@M�IT �OF "DIS�TUR­BAN�CE 00 LIMIT OF DISTURBANCE CW SUS E kk t. ... I e AWn7'A316.1 1M 4W go ME a I tj 'It It: I a W A, 0 soum ?9 TO WPM -9 STORM AIH 0 RIM=486.12 I N NV -UT) 48212 0 STOP SIGN APPROX. LOGO W TPAFFFIEC DEVICE USWDVT PER D.B. 1314, Pr. 0.6. 4,594, Pa 65 Qa APPROX. LOCAnM 10'0)CO E40M A& 1690 PC. 651 LIMIT OF DISTURBANCE = 89,247 SF. (2.049 A0.):1 MG /& d& =010 PARCEL ID: 06100-00-00-13200 LANDS N/F CV ASSOCIATES D.B. 1908 PG. 726 DEMOLITION PLAN LEIMEND � m m - - PROPOSED LIMIT OF DISTURBANCE LINE TK-TK- - PROPOSED TREE PROTECTION FENCE - EXISTING IMPROVEMENTS TO BE REMOVED UNLESS OTHERWISE NOTED EXISTING ASPHALT PAVEMENT TO BE MILLED & OVERLAY AS NECESSARY anna-00,000' --n-* Ma win 2410T 4TIeW W GRAPHIC SCALE 0 10 20 40 i( IN FEET ) 1 INCH = 20 FT. 80 INSET A F R H DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 5132413000 www.frch.com ARCHITECTS PROJECT#: 35651.000 JO E -S'ONE PROFEtIONALNGINEER VIRGINLICENSE No. 51627 Job #: 2627-99-002 Issue Date: 08-27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAI( REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing DEMOLITION PLAN/ TREE CONSERVATION PLAN 2,2 Lwpvu� jI� Ytl 8 SIC x?,:. •S i it #T.(}• ✓ i�.^;71.'.7 ribta'� y p 5 u F3 I 1 +1{err MW t; i,kz3 x ii 7,t x t n } T. ,t '� _ r� 5a(I. f' r PROP. DROP INI g0 k_ _ STORM STR. 12 10- GRT: A ��e.•sa' x `� ��_'; ;INV OUT (181:4 1 497 GL M.E. 495 A 1 494 u.. T`W; GL• MERC 4 . . RIW TAKING TIY: 490.004679, PG. PER D.B. GL 489.85 GL 489J5 , Q ,& k P. DROP INLET X F . STORM STR. 13 :. GRT: 493.60 ti` r • ,:aa> (ABODE mRu) Te W4 ; 0 L 5G 504.70 1 s 1 0Q2 r' I TC ? :3" _ 5N, 7 5VAiy 06 T �.61 PROP. DROP INLET 316.18' _._ _. ,..� , r ♦ r� r3_ 3 . STORM STR. 1 S 4g07'43 I: - w+• . , _ -m w- y r ,s;, �► 14 ._ GRT. 493.90 _ y, M,.. •-' ��< INV IN (61: 490.90 - � -_ -- � _.,.a � -.. � T 9 4s 3.50 r D.45 _n P _ INV Our (15':490.90 ...._ «......_ _ _. _.m -� a . py, F D.45-�,_R_._ _a_�_ _ i#, I, i1 re 427.,_ .., -- 'et'3.. $97IN 76 ° v m ' .xf9.,t1 , If, 4N,. --- W, 41 O� 4d6.i 3� q y &6 r3 496 e", 4 'a9 ¢ TC 4M.,"A 495 4) c, erg, i. 494.50 � 4,61 �,, -_ ° TC: 494.fi$ n , INV IN (18'j: 490.264 d G: 494.18 ° - �� INV IN (6'�: 490.26 � y , I ; , .s �• - - -- ~- - , ,.- ''''" PROP. 4" TRASH ,�; d ti3 W... _ _ . _ 494 a INV OUT (181:490.26 � 494 � „.,;� 4 �. _ - . d _ .�• �. _ w� .__ .- i _ u _ � ENCLOSURE DRAIN Q �� t J>• . �Tw . Y, � a .. - .... .'�, '!i .''s ,w,o aaS.' 3 EV:.:;;*� ^4:.i< .:1 i > � z'P""r"r... d ,-. I'-., �r;�� 10 RCP (Cjc ;t s� t :', k'., a M i� SAN STR.59'` a '".�' r^ ¢ R3 '+i:: tm TC: 494.6$ a ° .�, �.,.� , �� G: 494.50 DOOR 494.50 ; FF 494 50 GRT: 494.28 f` DOOR• 494.50 wa "°fig _ _ - - - 4 ,T,r.;:. G' 494.18s, Y ;.ys i•'^"x;. .>,'» o• � �-- ^- INV OUT 4 489.25 a rc ,.n _ r , , .^ r' 4 RtM=487.56 .�'. ;r•n" y f,,:�;�� 1 w *r El tom' [6 .x• rti.v 494.50 3A „,i3 ® i 9 1N a .�'4 �- � 4 L f r/ �Y l � � t ` , Imo, ^;87.15 t :: T. w ��%t�s�^yN; , ,r i;:is>:it's 493 y �F F _ IN ' 1N (d) = 4 ,1.4& { 5x3r 07 494 < _- .4 m, '` ° ,~ TC I r �.4kr' a. ' 1 r.: T'• T: ?' I ._._,r.-. _ ;� �>.493 M ,. ,A. m. - a q" 493 - i � j( �Mln e, , ?9'Mi _ G: 493.25 ". d , ed t 492.15 � -�--` �c 6�Z,6I 493 � G• 492 75 .... a.,_1 T ;i G• 493.25 aa:, ='- 4 493 _ F 4. PON4NENr X t . T tv 2 94 - 49t RLT WAIL AMTRAFFIC SIGN � ;! 1 . 6aSE�lENI .,.� � � FASEafENT / � � ��,,�� _ PER _, 492 PER D.B. 4679, Pit;. 554 t a UC N h , �.. G• 492.35 µ 492 f BFNClfMARK ,•+,��.?�� t. TC: 492.85 {w r. -- . �, m. _. G• 492.35 _. - 492 - - ff M4G MIL 3, �{ 49- f FYV. 491.23 r� re� 499,94 .423 iv !.2.7 4�2 ,r, X a. 491 49 i ILI 491 10 03 _49't�_ 491 ! fU _ --PARCEL ID: 06100-00-00-13200 490 s f _ - r PROP. 0SAN. MH LANDS N/F -- sAN 0. I25 CV ASSOCIATES 6,. ` 1 - \\ RIM: 489.00 D.B. 1908 PG. 726 6 149 A, t , . Tr: 4"A0 f \ INV IN (81: 485.60 ,36 °'' A° INV OUT 8 485.60 t! 491s,�t -0 490 1 s TTs.3 18 p i ; a T f 489 t f 4 I`t1 }' PROP. CURB DROP INLET .•%►;„ 489 PROP. CURB DROP INLET tt / 1 STORM STR. 1 ' n .? M _ ff STORM SIR. i11 I i TC: 489.42 '� .?W _ 4 TC: 488.50 I t% G: 488.92 �, 489 ff G: 488.00 } ; '. 4�,M IS INV IN 18 484.62 1 �' �;-" v.."__... - ( '�. �' ° ;. >� � _ - INv our (15'�:4$2.11- ' 4$9 - f , INV OUT (181-A84.62 XT 489 X �;T34' �'� -raT f ,T#t; t I §e'%df at 487 4 .1 _. , �¢ � � Icy X'.i;i.55 e 1 w t rt 48 7p oT •�'jy,p�py y if1Vt fLlRr tR{fY17 � f�l�.+�'u "'r�i... '„ t�t i q '' •., � __._ .......__....._.. .__._....J.'�, `4 fj '�✓ ? 'Ly V721 CONSTRUCTION EASFidENT 1 951.1 s 11 k,.. to jae PER 1J.a 4594, PG 065 , T..�a, i �i VV '�. = 4 .3 1 488 . ^- _ PROP. CURB DROP INLET +r f �' KI 1 ti , r n 17.t2 Ta ' I V (b) 7 8 STORM STR. 112 �� yT{,; Y..r; ff 1.23 µi,il x�ylcLo TC: 486.50 :.. , t t IT, 557.46, G: 4$6.00 4$7 f I I Fx wit e, o 4T g a, INV IN (151: 482.10 rT' �x;'° T� �,1 :. 5 ," _., ° .r INV OUT (151.482.10 � � � 'p0 Ie3 ' �y 1 TO 467,37 `" r ' 1 !'M S i3?'t." j €36.G? •d}.7 1 4t ;.a2 ; d3I ae. -- Tv FS.tas ✓G % 7 •,., ^Ti �.2 I I `:�'; ��I.23 1 u 4,5 Y, `sa:'a � ,! 55,E - ,j{�' 4,`a5M8 I I .1 I-C IHS±,�.25 PROP. CURB DROP INLET I S T 'I.11 ' X;; 0%23 �: 3 T I a."_ _., ._ 487w_. _„ ._ - _ We, 4, .59 f ���.Is PROP. 4�� STORM MH t t i STORM STR. 15 yiS7 T 4 lwrir {a. UnLffY FACNIJY EASE�I{ENT AND T ' TC: 486.90 _ µ r, 41 6,70 : ' STORM STR. 138Ic t t COW& TIIEPNOHE COMPMNY OF WRGMA Df ,� ���� �' � ' G: 486.4{l �� a� i��,II 4 - - m ��.�s RIM: 485.00 CENTURYUNK �'Na'i.sa - -~" .1 �? INV IN (181: 481.66 ,� �G" PROP. INLINE CDS ...._ � INV IN (151: 481.82 D.S. 4594 PC 165 a�INV OUT` (181:481.66 CONTECH MTD j INV OUT (151:481.82 't �. e. w__ STORM SIR. 137 Alt m"107 w a .� �. _ _.,I p J_ ti' 11 RIM: 485.59 \ I �:. #9, � i = 1 O INV IN (15'�; 481.9$ r:1 r,6 A� X Q5,1I C x 1 I l< �fi.I , ' 1c 7� q £? INV OUT (15"):481.9$ �1: w - d . t ► I ;� ,'1�7� art t �.� � DS _ ,�., � � _. � PROP.. INLINE C i1c ,T,Na TC ,I ' ' CONiECH MID - _ _._. e „ 479, Cp T ri 4Y171 4' ' STORM STR. #6 _ ,. __RIM 479.44 - ?, ,�. __ -_u ._ - Ta3,1° i i F 4'7�. M9 1 ,' -' 484.44474: _.._..._ _ t RIM: a TC �.8..3, <', 1 INV IN (18"}: 477.62 sµs u 4. i ? ,: 0 t i §C' > a.aU t 4'd�.{T INV OUT 1$ '4776273' "gar,,.', is r:a 1C'TWI,: t ,.__ ( l k I Gy�,,a 478,1,M rt 4 7.6 i ` TEMP. CDNSTRllCC1TfJN EASiaiENT r t; 4,K.4 ,� .. TC 493,70 I I 2y. 4 �, �C3w \ ",: A3..r: :.ey,. •'^s i" r° ti: at e \ Xt 40 PER AR 4679 PCB 554 � ....�� t 4 T 52- X dp 1 VC479.d 7g 'k. .'•..._ .. i ; '7" SM Of u3,7 / 3rI RiM=484.57 I } 6C Ti. T s 1 C 4T# �r 9C �8,135 'Iu" 4 5.. �i'tA:zBQ.='..�_.-._.....,;;u • {:�+ 'r K 47922 L" {:"r}. } x'' 4%k1V ws •T, •,. 4, t.3 I ?.2+a = ae s €t:4! 'e ENV (a) - 48tJ 57 , EL r� _ a°� itw (jJ) - 48047 '1 r YOOT TRAFFIC "/ SI I i OEiiCE FASEaIffNT R1M :47 .39 A jffl h 1NV. (OU ' RIM=479.51 { I i I PER A8 1314, Pa -C +32.42 1 l O.� 4594, PG 65INVH ,� _ _.. .. I INV. (b) = 472.8t 3 60 'Y a . I T ,STOIRII My... W , r , TC � 2,M cis t t 1NV (a482,37 �74.1 Tr £d z.3l a% I I n.74 1" ' ? .2 V (b) = 4 .25 ' SMW A0/ u, `'', i it ,',735 'A 1 � RIM 478.47 sTM AIIH t �,- A=77.32' t ,1, RIM=478.05 1 1 N '23" W R=188.24' T I 0v 0 -- ---- :, y TC:494.68 G: 494.18 0,7 1. 4 ` x J �J z] a TC: 494.68 50 G: 494.18. TRASH ENCLOSURE INSET SCALE: 1" = 10' 9F QRADINO/UTILITY ORARHIC LE©END - - PROPERTY LINE (PARCEL IN QUESTION) - - - OFF -SITE PROPERTY LINES EXIST. CABLE LINE ,; 9K9 EXIST. SPOT ELEVATIONS G: DOO.OD PROP. GRADE SPOT ELEV, C PROP. CABLE LINE ' &1:I EXIST. GUTTER ELEV. TC: 000,00 - E - - F - - EXIST. ELECTRIC LINE <<i#�,ry a6v EXIST. TOP OF CURB ELEV. G: 000.00 PROP. TOP OF CURB &FINISHED GRADE ELEV. E E PROP. ELECTRIC LINE `kir a W3 EXIST. FINISH FLOOR ELEV. FF: 000.00 PROP. FINISHED FLOOR ELEV. - - Fa - - FO - - EXIST. FIBER OPTIC LINE t ; $-90 EXIST. GARAGE FLOOR ELEV. TW: DOO.00 PROP. TOP OF WALL & FINISHED GRADE 0 LOW SIDE FO PROP. FIBER OPTIC LINE Nt EXIST. FIRE HYDRANT GL 000.00 OF WALL (ACTUAL BOTTOM OF WALL FOOTING TO wv BE ESTABLISHED BY WALL DESIGNER) - FUEc - -FUEL- EXIST. FUEL LINE � EXIST. WATER VALVE FUEL PROP, FUEL LINE N EXIST, GAS VALVE TC: 000.00 PROP. TOP OF EXTENDED CURB, (GH) FINISHED GRADE - - aH - - QIf - - EXIST. OVERHEAD WIRES o EXIST. GAS METER GH: 000,00 0 HIGH SIDE OF EXTENDED CURB & (GL) FINISHED 0 LOW SIDE OF OH PROP. OVERHEAD WIRES o EXIST. ELECTRIC METER GL: 000,00 GRADE EXTENDED CUfRtB EXIST, TELEPHONE LINE o EXIST. ELECTRIC BOX PROP. DIRECTION OF DRAINAGE FLOW ARROW T T PROP. TELEPHONE LINE c6o EXIST. CLEAN OUT - UGET - - UGET EXIST. UNDERGROUND ELEC./TELE. SERVICE ►► EXIST. WELL PROP. WATER VALVE (N0. &SIZIE OF CONDUITS NOT DEFINED) AWEXIST. 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- - W- - EXIST. WATER LINE EXIST. UTILITY POLE W01196 PROP. STORM CLEANOUT W PROP, WATER LINE a EXIST. GUY WIRE 0'.-, PROP. SANITARY CLEANOUT - - S - - S - - ap EXIST. SANTTARY SEWER LINE EXIST. LIGHT POLE _ EXIST. BUILDING LIGHT S S % EXIST. SHOE BOX LIGHT (�❑ ❑ PROP, AREA LIGHT OR PROP, SANITARY SEWER LINE EXISCOBRA LIGHT POLE � PROP. OUTLET CONTROL STRUCTURE = i EXIST. STORM DRAIN LINE PROP. STORM DRAIN LiNE EXIST, TRAFFIC SIGNAL POLE @ PROP. DRAINAGE MANHOLE EXIST. MINOR CONTOUR & ELEVATION EXIST. MANHOLE Q PROP. SANITARY SEWER MANHOLE EXIST. MAJOR CONTOUR & ELEVATION EXIST. "A" INLET PROP. 'A' INLET ® EXIST. "B" INLET PROP. 'B' INLET }(j( PROP. FINISH GRADE CONTOUR & ELEVATION ® EXIST. "E" INLET a PROP. 'E' INLET � EXIST. MONITORING WELL C EXIST. YARD INLET f 1-31 PROP. YARD INLET EXIST. FLARED END SECTION -il APPROX. TEST PIT LOCATION EXIST. HEADWALL PROP. FLARED END SECTION r� PROP. HEADWALL -20 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 INCH = 20 Fr. 80 FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT#: 35651.000 J SEPH P ONE PROFE ZONAL kNGINEER VIRGIN A LICENSE No. 51627 Job #: 26 - - 27 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. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH J Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID Drawing GRADING )1 1 dill lub a 1 t ,dam R/)Y TAKING PEIP D.B. ' 4679, Pa r 1 1 3 Y t PROP. DROP INLET 1 STORM STIR. 13 i GIRT: 493.60 ; �~ 'INV IN (181: 490.26 F INV IN (61: 490.26 INV OUT (181:490.26 5" RGP (c)' 1 . a RIM17Alf 8787.56 INV` (b) = 42,56 W 4 1N (c) = 442.36 IN (d) = 41.46 PDN Nwr , RET. WALL AND TRAFFIC WA PER D.B. 4679, PG. 554 12 �► o � t to T tt ;< •t• .. UIRIIY FACJIJI?' EASEMENT AND CE7+fM IUEPHONE COMPANY OF 19RM CEWTURYLIW AR 14594 PG 165 PROTECT YOURSELF ALL SPATES REQUIRE NOTIFICATION OF DOVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Kew vkh below Cd bdw Ya 4 FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW. CALL81 l . COM MW T ' PROP. DROP INLET RIU=500.1.3 STORM SIR.2 CRT=501.04 GRT: 493.50 INV IN (151: 490.45 INV OUT (181:490.45 r. IP. DROP INLET ---- RM STR. 11 5 4507'43E 31 ,18' 493.90 IN (61: 490.90 PROP. 6' HDPE ROOF OUT (151.490.90 LEADER 0 1.00% SL (r.) 60 SDR-26 PVC SAW. LATERAL �q ' 0 MIN. 1.04% SL j a 3' SDR-26 PVC SAN. LATERAL f 0 MIN. 2.08% SL PROP. SAN. C/O --- _ INV (61: 489.28 4 4' SDR-26 PVC SAN. LATERAL xi 10 MIN. 2.08% SL �..M�.: 'zt.. INV. 6 491, ;PROP INV. (31: 490. 41 o;y < PROP. INV. 4 490. 4 ,3» �tYo, I umm t, tt kim a R . w PROP INV PROP. 6' HDPE ROOF R 0 1.00% SL (TYP.) PROP INV. S _q i T POW PG. 065 C 1 t i zt AV � 1 1 PROP. CURB DROP INLET a STORM STR. 14 l TC: 489.42 G: 488.92 INV IN (181: 484.62 INV OUT (181.484.62 � A' SIi71f�Y N! RIM=481.36 1 INV (a) = 4 .361 fNV (b) = 47 8 a P. SAN. C/O I413 : 489.02 PR R 3 SDR 26 PVC SAN. LATERAL 0 MIN. 2.08% SL I I }2 PROP. SAN. C/O � I IN 3 : 488.96 NV l �3 h INV IN (41; 489.02 X3 .4 RBI C/O ° INV OUT (41: 488.96 - ., ° e SDR-26 PVC SAN. LATERAL PROP. 4' TRASH a 0 MIN. 2.O8X SL bg , ,� ') , ENCLOSURE DRAIN "W� V , PROP. SAW. C/O .. �fr ; SAN STR. 159 X4 6 WC INY (41: 488.56 t a FF 494 50 r. GRT' ;INV OUT (41: 489 25 Q PROP. 2' COPPER DOMESTIC SERVICE F ��ERVICE � PROP. 6' DIP FIRE S � � � . PROP. INV. (61: 492.00 G - L� 4' SDR-26 PVC SAN. LATERAL. ,. ---; V MIN. 2.08X SL 4 SDR-26 PVC SAN. LATERAL y 0 MIN. 2.08% SL PROP. SAN. C/O INV IN (41: 487 1 IW IN (61: 488 1 INV OUT (81: 486 f 4 PROP. CURB DROP INLET STORM STIR. 15 TC: 486.90 G: 486.40 4 INV IN (181: 481.66 INV OUT (181-481.66 18" RCP 21 LF 0 ' 1 19.22% SL STM SEWER PROOF. IN NE CDS . CONTECH MID STORM STR. 16 ® RIM: 484 .y 1 INV IN (181: 477 INV OUT (181:477 i W 18' RCP 14 LF 0 o 19.22% SL STM SEINER 15 p RIM=479.44 INV a = 474.97 4/4 114 PROP. INV. (181: 474.97 RI1-47 .39 Iru �o ^ INV (011 RIM=479.51 INV (a) = 473.29 P INV. (b) = 472.81 *V__ .6 1040W A �n%N V (b) = 4N.25 '4r '� S7= 0 RIM=478.47 SMW AIH -�' RIM=478.05 N ' '23" W / V_- UN NK WNW INV (a) = 473.06 45.32' UNKNOWN MATERIAL INV (b) = 473.02 � D � J j � �►s E � Rlgiw,477.95 IRAFFIC CONTROL DEWCE OR OTHER CONSTRUCTION EASEMENT l / 11 •p: APPROX. LOCGI VDOT TRAFFIC DENCE EASEMENT PER D.S. 1314, PC D.a 4594, PG. 65 Y Il TEMP. GONSIRtIM EASEMENT FUR allR4NCE PER Aa 4679, PG 554 4" SDR-26 PVC SAN. LATERAL MIN. 2.08% SL PROP. 1500 GAL GREASE TRA INV IN (41: 488.26 INV OUT (41: 488.01 6' SDR-26 PVC SAN. LATERAL 0 MIN. 1.04% SL 41 o 18 ♦♦ �' Al=38'4917' APPROAMTF LOCATAWIY 1 15' WATER LNVE EASE�1 W 1 <, y�,, . CHB=N 66'18'37' E l PLR D.B.D.B.729, PC 677 .01, CHD=103.52 A=35.34 t R=45.00' - A=44'59'47' 1 CHB-- S 7146 51 E CHD=34.44' } S 49'16'58' E r" t --�- 23.73' ELECTRIC PER Iu4RxouT 1 � { � 1 r _ GE - GE _ _ 6 ; - - i I I - E L!G T G7r U t3GET 6 ET UGET CONTRACTOR TO CONFIRM LOCATION OF ELECTRICAL CONNECTION PRIOR TO CONSTRUCTION 1 PROP. WATER VAULT _ _ ~ - ~ ~ - _ CONTRACTOR TO CONFIRM LOCATION OF GAS CONNECTION PRIOR TO CONSTRUCTION - } (TO BE WORDINATED Wf 7-1 t,1,EX. GAS MAIN LOCATED WITHIN EAST RIO ROAD, t THE WATER PROVIDER) PER CHARLOTTESMLLE UTILITY MAPPING _ _ 6�W1 - - - _ PROP. WATER VALVE' t - -- - 6"WL _-_„wL 4 t� _ 6"WL� _ _ - - - - CONTRACTOR TO CONFIRM LOCATION OF WATER CONNECTION PRIOR TO CONSTRUCTION 6"WL _ _ - APPROX. LOCATION 10' WYCO EASEMENT PROP. 6' DIP WATER SERVICE D.B. 1690 PG 651 i - --- 8€JtTGYNItARK I U4G W ELEY. _ 491.23 � I ! Pt I I PARCEL ID: 06100-00-00-13200 �• ' LANDS N/F PROP. 4SAN. MH Cy ASSOCIATES SIR. 125 RIM: 489.00 D.S. 1908 PG. 726 ` pl�INV IN (81: 485.60 N. INV OUT (81: 485.60 t t II I PROP. CURB DROP INLET }t yy } I STORM a� ' - I SIR. f l I t i ; t I _ TC: 488.50 1 I! G: 488.00 Q i INV OUT (151-482.71 y y I t 4 t t ! !I t t t t 1 t 4 ! t 1 I 1 t P. CURB DROP INLET dI tM STR. 112 486.50 (W I t t t t 486.00 Id } t IN (15" ): 482.10 OUT (151.482.10 f d i 4 r 1 yy 15' RCP 11 LF 0 ! I t t .15% SL STM SEWER' PROP. 4'0 STORM MH t a STORM STR. 138 4 Co. RIM: 485.00 } tag DP. INLINE CDS 0 INV IN (151: 481.82 4 NTECH MTD I INV OUT (151:481.82 t OM )RM STR. 137 I: 485.59 IN (151: 481.98 ( 1� 115% 5' RCP 14 LF 0 y OUT 15 481.98 SL STM SEWERtra } t } t ........ `71OA'ft f3` y 94.00 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 - c - - E -- - EXIST. CABLE LINE w' EXIST. SPOT ELEVATIONS G: 000.00 PROP. GRADE SPOT ELEV. C PROP. CABLE LINE 6, 1'.10 EXIST. GUTTER ELEV. TC: 000.00 G: 000.00 PROP. TOP OF CURB &FINISHED GRADE ELEV. - E - - E - - EXIST. ELECTRIC LINE X iZ; C11d'tt EXIST. TOP OF CURB ELEV. E E PROP. ELECTRIC LINE FF. &X EXIST, FINISH FLOOR ELEV. FF: ODD.DO PROP. FINISHED FLOOR ELEV. - - Fo - Fo - EXIST. FIBER OPTIC LINE [W: ry.90 EXIST. GARAGE FLOOR ELEV. TW: 000.00 PROP. TOP OF WALL & FINISHED GRADE 0 LOW SIDE FO PROP. FIBER OP11C LINE wv EXIST. FIRE HYDRANT GL: 000.00 OF WAIL ACTUAL BOTTOM OF WALL FOOTING TO BE EST LISHED BY WALL DESIGNER) - FUEL - - FUEL - EXIST. FUEL LINE M EXIST. WATER VALVE FUEL. PROP. FUEL LINE M EXIST. GAS VALVE TC: 000.00 PROP. TOP OF EXTENDED CURB, (GH) FINISHED GRADE GH: 000.00 HIGH SIDE OF EXTENDED CURB &GL) FINISHED - - ofr - - Uy - - EXIST. OVERHEAD WIRES o EXIST. GAS METER GL: 000.00 GRADE U LOW SIDE OF EXTENDED CU B OH PROP. OVERHEAD WIRES o EXIST. ELECTRIC METER - F - - T_ - EXIST. TELEPHONE LINE o EXIST. ELECTRIC BOX PROP. DIRECTION OF DRAINAGE FLOW ARROW T T PROP. TELEPHONE LINE g EXIST. CLEAN OUT - UGET - - UGET EXIST- UNDERGROUND ELEC./TELE. SERVICE © EXIST. WELL p C4 PROP. WATER VALVE (NO. & SIZE OF CONDUITS NOT DEFINED) Im a EXIST. WATER SHUT OFF VALVE PROP. GAS VALVE UGET PROP. UNDERGROUND ELEC./TELE. SERVICE n EXIST. TELEPHONE BOX (NO. & SIZE OF CONDUITS NOT DEFINED) 0 EXIST. CABLE TV BOX - W_ - W_ - EXIST. WATER LINE Cob EXIST. UTILITY POLE wome PROP. STORM CLEANOUT W PROP. WATER LINE EXIST. GUY WIRE tlA.n PROP. SANITARY CLFANOUT - - s - - s - - t� EXIST. SANITARY SEWER LINE EXIST. LIGHT POLE s �• r ..s J�a EXIST. BUILDING LIGHT �` ❑ EXIST. SHOE BOX LIGHT coo PROP. AREA LIGHT OR PROP. SANITARY SEWER LINE COBRA LIGHT POLE � PROP. OUTLET CONTROL STRUCTURE = EXIST. STORM DRAIN LINE Aik PROP. STORM DRAIN LINE EXIST. TRAFFIC SIGNAL POLE Q PROP. DRAINAGE MANHOLE Al .-w EXIST. MINOR CONTOUR & ELEVATION � EXIST. MANHOLE @ PROP. SANITARY SEWER MANHOLE EXIST. MAJOR CONTOUR & ELEVATION EXIST, A" INLET 0 PROP. 'A' INLET ® EXIST. "B" INLET El PROP. 'B' INLET Xx PROP. FINISH GRADE CONTOUR &ELEVATION ® EXIST. "E" INLET B PROP. 'E' INLET �� EXIST. MONITORING WELL ® EXIST. YARD INLET PROP. YARD INLET EXIST, FLARED END SECTION i01- APPROX. TEST PIT LOCATION G� EXIST. HEADWALL PROP. FLARED END SECTION cl t MATCHLINE -- -�- t t N 49'16'S8' W 242.12' t t S1Tdw W t t RIM=464.57 } t INV (a) = 480.57 t t 6 INV. (b) = 480,47 } } t t t t 3 t t tt t t t t t t t t t t t t }t y1 PROP. 4'0 SAN. MH It t} SAN STR. 126 y RIM: 487.60 INV IN (81: 484.49 tt PIPE CROSSING 'x1' W/ CONC. ENCASEMENT 6' HDPE (STORM): BOP: 491.02 6' PVC (SAN.)- TOP: 490.21 SEPARATION: 0.81' PIPE CROSSING 'X2' 6' HDPE (STORM): BOP: 491.34 3' PVC (SAN.): TOP: 489.69 SEPARATION: 1.65' PIPE CROSSING 'X3' 6' HDPE (STORM): BOP: 491.37 GRAPHIC SCALE e PVC (SAN.): TOP: 489,78 SEPARATION: 1.59' -za o I D zD 40 PIPE CROSSING 'X4' 6' HDPE (STORM): BOP: 491.56 4' PVC (SAN.): TOP: 489.33 IN FEET } I INCH = 20 Fr. SEPARATION: 2.23' I 1 INV OUT (8'). 484.49 so FRCH DESIGN WORLDWIDE 311 Elm Street Suite 500 Cincinnati CH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT #: 35651.000 J SEPH PONE PROFS IONAL NGINEER 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 currentthru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID Drawing DRAINAGE • a UTILITY PLAN ?M STR. i , 486.50 486.00 IN (151: 482.10 OUT (151:482.10 j } 15' RCP 11 LF OL j 1.15% SL. STM SENfER I � PROP. INLINE CDS 0 CONTECH MTD STORM SIR. 137 C3 RIM: 485.59 0 INV IN (151: 481.9$ INV OUT (151:481.9$ p TEMP. CONSTRUCAON EASU" j]& MR ENTRAAICE A--f f.32' R=188.24' A=2T32'0$" CHB=N 4747'17' W CHD=76.78' Vf AND I14Dj'8fA CEIVWRYUNK PROTECT YOURSELF ALL STATES REWIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EMU,'S SURFACE ANYWHERE IN ANY STATE KIM vkh blow Cal 6Nas bra 4 FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81 l.COM PROP. 4'0 STORM MH STORM STIR. 138 RIM: 485.00 INV IN (151: 481.82 \! INV OUT (151:481.82 - 15' RCP 14 LF 0 1.15% SL. STM SEWER STORM W RIM=484.57 INV (a) = 460.57 INV. (6) = 480,47 03 t t i 4 4 4 t i t t GRADING/UTILITY GRAPHIC LEGEND -- PROPERTY LINE (PARCEL IN QUESTION) - - - OFF -SITE PROPERTY LINES t t t — c — — c — — c - EXIST. CABLE LINE i i l — f — — E — — E - EXIST. ELECTRIC LINE t i Fo — — fa — — Fa EXIST. FIBER OPTIC LINE t 1 — FUEL — — FUEL EXIST. FUEL LINE t t — oN — —off — off EXIST. OVERHEAD WIRES i 01 ` 1 — r — — T — — r - EXIST. TELEPHONE LINE i UOEr — — uGfr — GRSERVICE ELEC.jNOT (NO. &USIIZE OFOUND CONDUITS DEF N D)LE � I t ®a' — w— — w— — w-EXIST. WATER LINE t EXIST. SANITARY SEWER LINE ¢ s 1 I= = EXIST. STORM DRAIN LINE EXIST. MINOR CONTOUR & ELEVATION EXIST. MAJOR CONTOUR & ELEVATION MATCHLINE e ,., EXIST. MONITORING WELL t t i0- " APPROX. TEST PIT LOCATION I t 149 EXIST. SPOT ELEVA11ONS i } _ 22 �,...����'• 42 ° 901 EXIST. GUTTER ELEV. .•�► W -02 r�7t,:° p, 0 EXIST. TOP OF CURB ELEV. j 1 t i 1 � FT ,x0 EXIST. FINISH FLOOR ELEV. } } 'f:c=. ASJO EXIST. GARAGE FLOOR ELEV. 4 4 '4 EXIST. FIRE HYDRANT t t N EXIST. WATER VALVE i t i t M EXIST. GAS VALVE EXIST. GAS METER o EXIST. ELECTRIC METER t { t 1 17 1af o EXIST. ELECTRIC BOX t t tt APPROX. LOG4TAN �', e a EXIST. CLEAN OUT 10 AR PCO E1 PER rn (E) EXIST. WELL 1 4 t } o EXIST. WATER SHUT OFF VALVE t 1Ta ❑ EXIST. TELEPHONE BOX t ! 1 t EXIST. CABLE TV BOX { l EXIST. UTILITY POLE i y 1 a EXIST. GUY WIRE t t 1 � DBE EXIST. LIGHT POLE t t PROP. 4'/ SM. MH1�a EXIST. LIGHT BUILDINGSM Li.2$ EXIST. SHOEBOX LIGHT 1i { RIM. 487.60 t y t INV IN ($'}: 484.49 � COBRA LIGHT POLE i { INV OUT (81: 484.49 EXIST. TRAFFIC SIGNAL POLE 't iy EXIST. MANHOLE t 1 t t 18 0 EXIST. "A' INLET t t APPROX1i AF LO A7VN ® EXIST. °B" INLET { { 15' HATER LINE E4%VD1VT .• •• INLET ® {i PER D.B. 72Y, PG. 677 "' EXIST. YARD INLET T t } ' EXIST. FLARED END SECTION t t EXIST. HEADWALL } } 4 i 1 { 1 4 ` 4 t } { 4 i 1 i 1 i l 1 t t l t i t t t l 1 { { APPROX. LOCATION 1 1 S4NNY M4I1aE 15' SWARY SEWER &5%WENT RIM: 492, 0 AfflaME COUNTY SERVICE AUTHORITY t i 80S485.53 PER D.8 72$ PG, 677 t � y4 ' pO. r t ®rn i Ile l �'s ► t 4 i 1 1 { 1 1 } / t i r r } t fX S4I1i'W M1Yli1AtE } i �.'� ,,. RIM: 487.8 . � 80S. 483.38_-- PROP. INV. ($'}: 483.381 1 i ; t 18 APPR"rF LoceTmw � 5' HAT& ONE EASEMENT / PER D.B. 729, P8 677 '1 1 E PROP. CABLE LINE E E PROP. ELECTRIC LINE FO PROP. FIBER OPTIC LINE FUEL PROP. FUEL LINE OH PROP. OVERHEAD WIRES T T PROP, TELEPHONE LINE UfET PROP. UNDERGROUND ELEC./TELE. SERVICE (NO. & SIZE OF CONDUITS NOT DEFINED) Mt PROP. WATER LINE $ OR PROP. SANITARY SEWER LINE PROP. STORM DRAIN LINE )()( PROP. FINISH GRADE CONTOUR & ELEVATION G: 000.00 PROP. GRADE SPOT ELEV. TC: 000.00 PROP. TOP OF CURB & FINISHED GRADE ELEV. G: 000.00 FF: 000.00 PROP. FINISHED FLOOR ELEV. TW TW: 000.00 PROP. TOP OF WALL & FINISHED GRADE 0 LOW SIDE 000.00 GL.BE OF WALL (ACTUAL BOTTOM OF WALL F0011NG TO ESTABLISHED BY WALL DESIGNER) TC: 000.00 PROP. TOP OF EXTENDED CURB, (GH) FINISHED GRADE GH: 000.00 0 HIGH SIDE OF EXTENDED CURB & (GL) FINISHED GL• 000.00 GRADE 0 LOW SIDE OF EXTENDEDCU 8 PROP. DIRECTION OF DRAINAGE FLOW ARROW a PROP. WATER VALVE N PROP. GAS VALVE PROP. STORM CLEANOUT 0--, PROP. SANITARY CLEANOUT C*0 PROP. AREA LIGHT INI PROP. OUTLET CONTROL STRUCTURE O PROP. DRAINAGE MANHOLE PROP. SANITARY SEWER MANHOLE 0 PROP. 'A' INLET E3 PROP. 'B' INLET e PROP. 'E' INLET �® PROP. YARD INLET PROP. FLARED END SECTION PROP. HEADWALL GRAPHIC SCALE -20 0 10 20 4U ( IN FEET ) 1 INCH = 20 FT. 80 FRCH DESIGN WORLDWIDE 311 Elm Street Suite 500 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT#: 35651.000 JOSEPH ONE 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 CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH 9 Prototype currentthru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID li Drawing DRAINAGE e PLAN UTILITY C216 490.00 485.00 480.00 475.00 472.00 STATION 490.00 if 1+00 2+00 PROFILE VIEW OF PROP. DROP INLET #1 TO EX. STORM MANHOLE HORIZONTAL SCALE: 1 "=20' •00 VERTICAL SCALE: 1 "=2' 485.00 z 0 w :f'1# 478.00 478.00 STATION 0+00 1 +00 1 +50 PROFILE VIEW OF PROP. CURB DROP INLET #11 TO PROP. STORM MANHOLE J38 HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=2' 3+00 4+00 495.00 490.00 485.00 0 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. a FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 5132413000 www.frch.com ARCHITECTS PROJECT #: 35651.000 PROFESSIONAL IENGINEER 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 CHARLOTTESVILLE VA Drawing UTILITT PROFILES (STORM) I 495.00 E STATION Mx# 490.00 �-f _q ( IN FEET ) 1 INCH = 2 FT. 495.00 490.00 t 01M I F RIC H DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 0 PROFESSIONAL 'ENGINEER VIRGIN A LICENSE No. 51627 Job #: 2627-99-002 Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAK Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID CHARLOTFESVILLE VA Drawing UTI LITY PROFILES (SAN ITARY) C3,2 z W 495.00 �..:. Z N? N jq r pp)ppN OD OHO �d Z CDN Cm� � L elf cc 00 Go Oj GO C: � ., .m► pippp..,.., ® ¢..,.. p �Q i OO Cm .-1 14 495.00 �f 480.00 495.00 l gL. ]b7g@j .. 0404!) ill. PROP. GROUND �# I m 495.00 485.00 � � 485.00 L-iPROP. GROUND ------- 500.00 495.00 490.00 485.00 STATION 0+00 1+00 STATION 0+00 1+00 STATION 0+00 1+00 PROFILE VIEW OF PROP. SANITARY CLEANOUT TO PROP. 4" TRASH ENCLOSURE DRAIN PROFILE VIEW OF PROP. 4" SANITARY TO LONGHORN STEAKHOUSE BUILDING PROFILE VIEW OF PROP. 3" SANITARY TO LONGHORN STEAKHOUSE BUILDING HORIZONTAL SCALE: 1 "=20' HORIZONTAL SCALE: 1 "=20' HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=2' VERTICAL SCALE: 1 "=2' 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 ) 1INCH =2FT. z 0 W FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT ##: 35651.000 JOSEP . ONE PROFS IONAL NGINEER 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 UTILITY PROFILES (SANITARY) C313 + + + 1 + + + + + + + + + + + +} + + + + 1 + + + + + + + + + + + + + + + + + + j + OG 0.0 0 0.0 i 0.0 0.0 0.0 0.0 0.0 0.0 0-1 0.1 0.0 0.0 GD 00 t G-G 49.0 0.0 D. r 0.1 t a 1 D. r G 1 21 0 1 01 0.1 0.1 o. l U.1 0.1 G.1 G.1 0. r 0� 0 o.G 0,0 0.G a0 a0 0 a0 00 THIS PLAN TO BE UTILIZED FOR LIQHTINQ PURPOSES ONLY OG 0� D. L OG 0- 0.0 0.0 0.0 0.0 0.0 0.1 0.: o. ? 0,1 0.0 0. o 0.G o-o D.7 � �o. r 0.1 t 01 0.1 0.1 o. l o. l 02 G-2 ., G.2 a I t 0.1 0.1 D.1 J.1 0.1 01 U 1 0. J a U \G-G \0 G G. 0.0 0 0 G r i + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 D.O 0.0 0.0 D D 0.0 0.0 D 0.0 D. ? 0.1 0.1 0.1 0. ? 0.0 0.0 0.0 19.1 0.1 0.1 0.1 0.1 �0.1 02 0. 2 � o.3 0.3 0.3 0.3 U 0.2 0. 2 02 D. J 01 O f 0.1 01 0. G G G 0.0 � G.0 D. D U 0 0.0 00 G-t i g a i 1 + + + + 02 0,11 ap + 0' ,0 � 0, +.1 .1 0.2 0.2 0.2 0. + 0.5 +� 0. `�7 '� „� +. i�a2 C.r i.r v.r U.G o.J C�.O J o.0 0.o O.G 6.D + + + + + + + 0.0 0.D '� D.0 0.0 7 D.0 0. U OO 0.1 0.2 D.2 t - n n do 8,18 D. D 0.0 n 0.0 0.0 0, � 0.0 0.0 0.2 0.3 0.4 l 1 D. ? o. J 0.1 G.2 5 1.1 a 2.9 3. i i.1 r.5 r. r G.e 0. a � 0.2 61 G.1 G 1 0.1 Br? G.0 G. G 0.0 0, 0 D. G 0. a t, ,; - �'"' � �.......,-�--- � AP-3�1E-4QK-BLS �, � shy •,,� + + + 1+ + ' + + + + + + + + + �.,�� + + + + APPROX. LOC. OF + 7 + +, , + Q + + + + ar� + + + n +, + 0.0 0.0 0. D D. 0 0. D 0.0 0. D D.: { �' D.4 0.2 0.2 �.A.�- �� 7.0 6 9 1.9 4.2 4 D 3.1 ;'.5 1.4 4 0.3 0. % 0. J J.1 0.1 0. G 1 G Co G. o G G a y � ...---� �---'-• 1.0 Fc IsaLu�c + + + + + + + + + + + + ++ + + +, + + a + APPRaK. LaC. aF + + ' + + + + + + + + + + + + + + + QO O.D BOG .0 0.0 OD 0.0 D.l 1.3 1.3 PT? 1.3 ?0 2.5 .3.8 9 3.3 4:2d 3 /10,':, .4 8 / l� r' G 1. Go ` 0.4 0.3 G.? 0.1 1 0.1 r) G.G 0.0 R.G 00 G.G a 0.5 FG ISOLUX C".) D.0 0.0 .0 D. D.1 0. 0.3 0.6 1 57 �.4 3 31 ° d T.1 . 3.3 LIPP- (,r)-oi4 4.3 4,.7 1 2.a 3.2 & 6.0/ "2 / // - 73 58 aJ 1.3 0.: C Q3 C.7 1 G.1 r..l 0.7 i C ""t GG 00 G.G 1�/Iv rMIN d d` 5 GENERAL NOTES + + �� + a+' - 7 - ++ - + + ++ + + - .4 + +-, J + + + + + + S + + + + + {{'' ��Zl + + + + s `• + + i + + r + n �} 0.0 OO PWOWL 1.1� 0.1 02 5 J 3: a 6.2 35 30 2.6 G-�-35 234 30 z 1.9 3.1 4.4 5.3 4.8 4.6 4.,, 4.1 2.5 1.6 1. 08� 5 0.3 02 02 0.11 0.0 O.r G.c? D.,, 0.�, 0.0 4679, PG, 1� �' 1, g 1. THIS LIGHTING PLAN ILLUSTRATES ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN � � as 554 G--35 G-9-35 ,A Q �� t ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) APPROVED METHODS. ACTUAL SITE ILLUMINATION LEVELS AND + + + + T + +�. + +, d+ . + - _ + '�' - ' a PERFORMANCE OF LUMINARIES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER RELATED OD D.D 0.: 7 "^0.1 0._ Q.3 D.9 1._ _.1 59 b. 5J 3 %,,., �a a 7 3 4 4. 0.2 0 ,.11 VARW3LE FIELD CONDDONSG 35 1 3 4 4 4 4. } G ti?.3 R0 1 '1► , r, G-9 35 �, f T 49'16'8� - - „ . vN.^ .. R 6 %3 ,I 23.73 2. ALL EXISTING CONDITIONS LIGHTING LEVELS ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES 'Y• >h< AP 511E :.<.. `�-� AND/OR ACTUAL FIELD MEASUREMENTS TAKEN WITH A LIGHT METER. 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CONDUITS SHALL BE INSTALLED A MINIMUM OF 2 FEET BEHIND GUIDERAIL POSTS. 0.0 0.0 0.1 D. r O l 0. 0.1 � 0.2 �.9 3 5 3 - - , ..�............„,:., ,;;,>...;:.;::;;:::,. .,»„ 4 1 J 1. r. � 4. � .9 .8 1.8 1.3 G r�. > r-., G. O.G 0 G. r2,, �p a �4 35 t ' S 55'110 " E . G-9-35 ` : ;, _ - - - ~ ~ _ _ - - 4. ALL WIRING METHODS AND EQUIPMENT CONSTRUCTION SWILL CONFORM TO THE CURRENT NATIONAL ELECTRICAL CODE. + + + + ,a + + + + + + + /t ''' ';1'Qti`., U%n'„ r t i 1 + + + + + + + + + + + + + + ` + + + + + + + + :: .�<.tw�. i+: ..i .:E: h.: t'?;n:%f:\�Y. ,., .Y la::. 'i ;:. 'S n D. D D. D o. D4-,65 �1. 0.0 4 D.1 D.1 � 7 <:>:..::: �.� :... k....�t _ i 4 r � r . 0 0 0 0 � t � 2 _ 1 ';,�';.%.»..„..:,„,�::.:: ;<,,;':::::: ......... ,..,, .... G. , d 1. l ° 1.7 _.� � G 2 6 2 9 2 3 16 P. r v., C. n 5 �,3" ~ Q2 ,._ C.1 �.1 �,. l G. r )1 O.G � - -- -d77, 5. REFER TO ARCHITECTURAL PLANS FOR LIGHTING DIAGRAM. s: - 1 L .-- i a �• 6. 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D 0.D G � B + SEE SHEET C4.2 OF FOR LIGNTINta PLAN DETAILS DESCRIPTION CREE OSQ SERIES TYPE 3 MEDIUM LED AREA LIGHT CREE OSQ SERIES TYPE 5 MEDIUM LED AREA LIGHT CREE OSQ SERIES TYPE 4 MEDIUM LED AREA LIGHT CREE OSQ SERIES TYPE 3 MEDIUM AREA LIGHT W/ BACK LIGHT SHIELD CREE EDGE SERIES TYPE 2 ROUND LED AREA LIGHT W/ BACK LIGHT SHIELD KICHLER LIGHTING 12V 9-LED 0 35 DEC ACCENT LIGHTOLIER FLUORESCENT DOWNLIGHT D } t ISO CURVES ARE IiW0110 AND MN AT Q.5 AND 0.1 R + + + + + + + + Q + + + + + + + + + + + + + + + + + + + } + OG 0.0 0.0 0.0 0.0 0.0 0..0 0.0 t o D.0 U� C 0 0,1 0, r 0, ' 0.1 G.G GG O.G 0G G`�a� 0 0.0 0.0 0.0 00 0.0 0.0 0.0 '0.0 0.0 1 Y7,0 aC (FM) -FLUSH MOUNT FOUNDATION (PED) -PEDESTAL FOUNDATION - 1 1 THE CALCULATIONS SHOWN WERE MADE UTILIZING ACCEPTED PROCEDURES OF THE ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA. VARIATIONS IN LAMP OUTPUT, BALLAST OUTPUT, LINE VOLTAGE, DIRT DEPRECIATION, AND TDF- CON/jSpTRLAM FASEMINT 1 1 .. �, OTHER FACTORS MAY AFFECT ACTUAL RESULTS. UNLESS OTHERWISE STATED, ALL RESULTS ARE MAINTAINED VALUES, UTILIZING ACCEPTED LIGHT LOSS FACTORS (LLF). + + + + + + + :RF + + � + + + + + + + + + + + + + FVfi + + + + + + + + + + + + 0. 0 D. D o.0 0.0 0.0 O 0 0.0 e. 0.0 D.0 Ou 0, 0 G 0, D 0, o 0.1 0.1 O 1 G. T G,1 1. 0. J POGO a OPG 554G.G 0. D 0, 0 � D C� 0.0 0.0 0.0 G. o 0.9 �*r� t 10 0. G + + + + + + + + + + + + + + + + + /' } + + + + 4 + } + 0.0 0.� D. D 0. D 0, 0 ,, 0,0 0.0 ' o 0.0 ttt7-_u-...._ a_,D- w 4 0,0 0,0 0,0 0,0 0.0 0.0 0,0 0,0 0.0 0,0 0.0 0.0 G 0.0 0.0 0.0 a�G o n 0 0.0 0.0 0.19 t G. r ` G.G n xxx STATISTICAL' ARLA 6UIIMARY LABEL CALL TYPE UNITS AVERAGE MAXIMUM MINIMUM AVG./MIN. MAX./MIN. PAVED AREAS ILLUMINANCE FC 3.02 12.6 0.5 6.04 25.20 D O.O 17.G� 0.D � LOrA 7 + 0.0 0,0 + D, + D,0 fi + + + G 0G + n .G 0.G 0.0 0.0 G 0 rzo i�.0 + Qr O.G 6G 0.t? 10.G} 0.0 1 1 GRAPHIC SCALE i 1 1 OEVlCF FASwEXT t -20 0 lO 20 40 84 + + +PIN B. +1314, PG & + + .. • + 0.0 0.0 D. D D.B.4594, PG 5$0 0 0.0 0 0.0 + + + + + + 0, 0.0 Or 0.0 G.G G G. D + 0.0 ,/ G + + + + + G.G' G ' -- , �, 0. G + + + 0. G G. G G. G. G G. G 0,0 + + ! + G. G G.060 Milli + + + + + + + + + + + + %� + + �t it W 00 + + �► �¢ +, + + + + + + + + 1 1 + ( IN FEET ) OO 0.0 D.D o0 0.0 OG D,0 0. OO 0.00 D ,( 0,0 0,0 G,G O �o O.o 0.0 00 0.0 0.0 0.0 v., G� 00 0G G.G G.G G.G G.G 0.0 O.Q 1 G. 1 INCH = 20 FT. FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 5132413000 www.frch.com ARCHITECTS PROJECT#: 35651.000 RWM PROFE ZONAL !ENGINEER VIRGIN A LICENSE No, 51627 Job #: 2627-99-002 a� Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 1 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAK REV. PER PROTOTYPE UPDATES REV 3 02/08/19 KAK REV. PER OWNER CHANGES/COUNTY COMMENTS REV 4 04/24/19 KAI( Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/BID Drawing LIGHTIN PLAN � 4,1 OSQ Series OSQT14 High Output LED Area/Flood Luminaire featuring Cree TrueWhite"- Technology Product ❑escrintion DA Mour NEMA Photocell Receptacle location [ordered as an option) 1.6" 8mml 3,6" f1mm) Se_ htt�„9i hn, .c ee.�amiverra i. wa rank terms. r. g S Y , Accessories - 7 2" - Backlight Shield TOne pair) Bird Spikes Hand -Held Remote I -: 7��C-Ha-BLSF GSO-HC-@RCSPK XA-SEM1lSRrM Front Fa4ing Optics -Fc=sucr,es.s#�-rt rm olementatlnn o` the pn:grammable rnulli-level option, a rninirnui❑ of one nand-hebd - Rotated Optics remote Is regt_irtid Ordering Information Fully assembled turn inaire is composed of two components that must be ordered sc Parately: Exampte: Mount:0S0-HO-AA-5V 1- Luminaire:OSQ-t{O-A-NM-2tsdF :pL-OK-UL-SV 45Q-HO- _._-,_-_ _... _. _..... ..... _._... r ..... .. ...._.. ._.. ,.... ....... ._..... ....- ......... ..... _._. OSO-HO-AA Adfusiaule AIL. 1 Color Options: SV 5itver BZ @rc-nce 050-HO-DA Duna Aa m 9K B,ack WH Wnitc OSQ-Ho A NM 4.0 _ (183mm) (101 mml f Lumen Voltage VVelght i [ Package i f0 ' 58L '20-480V 17U.0 lbs. 131.8kyl 65L_ 12'1-480V -72.0 Ibs I32 7k01 t _.. -- OSQ-HO A I NM I Asymmetric i 40L 30K UL I BK F Fuse No IMo:int 2ME+ 4ME* V 50L ' 31=0OK Universal � Eitack When nod, dictates tusire t ,F',irne delay ruse f Type II Type IV medium 165L - 70 CRI 120-277V I B2 Ava;laLle fc U.S. app'.I_atur:e o•tty Medium AF* I � 40K -All lumen 6tonze PML Programmable Multi-Levet, up to 40`Mounting Height 3ME* Autornnhv, j 4000K I package - Sy fizf rto"F L }e '_t»,etinndztaite, Type Ill -luntLineppq�T" i 'Al r:Rl UH Silver Nnt ava,iat v ,tn uhl_ Med"arn 50K Univeleal WH Intended for duxn:fight dpulicatiuns et 0°tilt 5000K 47-420V White � Q4/081O7/Q6/45/Q4/Q3/Q21Q1 Field Adjustable Output 4 i Symmetric ! ',. - 90 CPI 0L St 50L 57K Most select 09 08, 07 06 Q5, CL Q3, 02, ar Qt Not avaq.b.e with 651_ when ordered w11R apt -inn ; 5ME 48D ; 5700K pan kagon I -offers fe at range acpstabtity . Tope V 40` f"luau -'70 CRI only - Refer to F..ge., 13-15'or OW12F ,sod lumen va!ucs Medium 600 t. UM ff ! R NEMAn7-Pin Photocell Receptacle i 5SH 60' Flood I Univ_rsai I 7 pnn re-="ptacic par A'gSI C136,41 t Type V Shirt 1200 1 2(-8-4804' I - Intended for downright applications wi it otdxor.tm : ! 150 120'Fiood -65Ll.uren' j -Fact❑ry'm connected - 15` Flout WSN package - Sevt;i ccinducta' cord exits tttminaire PhotccelL and sh irci•ng cap by others I 2513 Wine Sign. ! j - Not avartat: • wita 6fil.vahen cufered w1C,1 notion 25' FLooc II - RL Rotate Left I I I LK', and optic are rotated to the left ' I � I.: - �. � can i u�at:on did ran on page � for c +.ic direcUonalit+ ' Refer to R"iRL f g g P g F 7 RR Rotate Right I , I - LED and optic are rotated to the right p 3 I7 I - Nrfer to RR/Rl confiqui at on diag-am on page i' for optic dir,ct•or,atily 'A: a,taUle with 8ackliyht ShiaUd who v,dErsd with -Id r.,talter .ssvey ,.e r life ahora) " Lumen package ser.ectian code, i�enuty ap.roximate light : utc�d onk}. fictuai rum:r. ompui tevets vary icperniing on :;e i and optic select:on, Re'ere, Im6al U�liver ed �.:n-n tables for spentrr lumen v.b_es i ' 1*q Rev. pale:V505/10 018 G&usCREE rl CREE rL rIt'A C L Q c't US: lighting,cree-com T (800) 236-6800 F (262) 504-5415 Canada: www.cree.com/canada T 18001473-1234 F 000) 8110-7507 PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF DOVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE mieii;i4;; V�k�,Jlr 1 M.Vkh below Cal wm yn ft FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW. CALL81 l . COM QSQTm High Output LED Area/Flood Luminaire featuring Cree TrueWhitet" Technology Product Specifications CREE TRUEWHITEI TECHNOLOGY A revolutionary way to generate high -quality white light, Cree TrueWhitol Technology Is a patented approach that dolivers an exclusive combination of 90+CRI, beautiful light characteristics and lifelong color consislency, all white maintaining htgh Luminous efficacy - a true no compromise solution. CONSTRUCTION & MATERIALS + Stim, tow profile design minimizes wind''-oad requirements + Luminaire housing is rugged die cast aluminum with an integral, weathertight LED driver compartment and high performance heat sink + Convenient interlocking mounting method on direct arm mount. Ivlountinq adaptor is rugged die cast aluminum and mounts to 3-6" [76-152mm) square or round pole, secured by two 5/16-18 UNC baits spaced on 2"' 151rnml centers Adjustable arm that mounts to a horizontal or vertical 2" (51mmi IP, 2.375-2.50" i60-64mm1 U.D. steel tenon. Tenon length must be a minimum of 3.75" 195mmi Adjustable arm mount can be adjusted 180` in 5,0* increments + Includes 13.4' (340mml 18/5 or 16/5 leads exiting the €uminaire. When order ed with R option, 13.4" 1340nim1 18/7 or 16/7leads are provided + Designed for upl.ight and downright applications + Exclusive Colorfast Delta Guard' finish features an E-Coat epoxy primer ? +P 9 with an ultra-durab powder topcoat, providing excellent resistance to R P corrosion, ultraviolet degradation and abrasion. Silver, bronze, black, and white are available Weight: See Dimension and Weight Chart on pages 1 and 12 ELECTRICAL SYSTEM • Input Voltage: 120-277V, 208-480V or 347-48CV, 50/60Ni, Class 1 drivers Power Factor: > 0.9 at full load a Total Harmonic Distortion: t 20% at full load + - Into rat IOkV sun e su resslan rc ackfon standard 9 9 PP P When code dictates fusing, a stow blow fuse or type C/D breaker should be used to address inrush current Designed with 0-1OV dimming capabilities. For 65L SKUs with UL voltage, dimminq contnnL lines must be , 1V whert operated at 277V, Controls by others Refer to Dimming, spec shout for detaits + Maximum TOVSource Current: 0,30mA Operating Temperature Range: 40L & 5OL: -40'C to 40'C 1-40` F to 104' FJ; 65L: Penidirtg REGULATORY & VOLUNTARY QUALIFICATIONS cUl-tis Listed Suitable forwet locations • Consult factory for CE Certified products + Certified to ANSI ir_136.31-2001, 3E bridge and overpass vibration standards IOkVsurge suppression protection tested in accordance with IEEE/ANSI C62.fi 1.2 * Meets FCC Part 15, Subpart B. Class A standards for conducted and radiated emissions Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 Meals Buy American requirements within ARRA RcHS compliant. Consult factory for additional details DLC and DLC Premium qualified versions available, Some exceptions apply, Please refer to https;/fwwva,designrights.org/searcn/for most current information OSO-HO luminaires are enclosure rated IP66 per IEC 60598-1 when ordered without the R option Dart Sky Friendly,, IDA Approved when ordered with 30K CCT and DA mount, P€ease refer to http:/Idarksky.org/fsa/fsa-products/ for most current information US: Lighting,cree,com T (800) 236-6800 F (2621 504-5415 Total Current (A) System s v Lumen Watts Packag 120-480V ! 12OV 208V 2"Ov 277V 34T/ 480V 4CL 30} 4'i 1 d� 43 ! 23 1 CO C.71 : 1 -- 50L µzU 3.81 12.03 ir.76 1:51 1.23 0.87 - 65L 50 4.73 I 66 1 G 30 i3 159 1.15 E:ec:r-•-a. data at 25'C 177'Fl. At,.1-Lcrer i, J t:r by ., D+o.ten opoltirg betereen 126--,80`J+!-I0F InitialProjected'/Projected'/ 25K hr 50K hr 75K hr 100K hr Ambient !Optic LM Projected .Projected'Cotcul itcd' Calculated' LMF t-MF LMF LMF .O4 tll7 }.n1 1 01P (4f - ! S' r: at is y m , _. 1. 05'- 1.04 _..... : 1.0.. ...... _.. - 1.0g, .. - - --... _.. '.02' 10`C Asynmotnc 11,03 - 1.0' 1 00 1 0,99, Cis' '50 FI gY nnnet-n_ [ 1.04 l 1,03 1,02 -,: 1C`C i Asynm-tile 0 '- E.00 0`i4 r -- - : J.9C' C 47 21' C Asymr-metric �L01 0.44 , 0.98 0.9i" f C311 i68'f=1 Symrnet�ir i t.U1 -- ' t0t ----- LUC -------- - 25'C As nmetrlc y L07 0.98 0-97 0.9c' [ C-7s' f . ;77"FI Symm=_E-i� 1.00 ' 0.9. 0-98 10.98= _..___..._ L.Y7`... - Lu rren rna'Mi,aaa:e'.'atuc, at 25% 177'F' arc cietc utA poi I M-21 based on, M-W data and ,c eau ljm rare testing Lucii ire omb ant tcrnperaturc factors it WFj have beer applied br u.1 L� ma rtmancc f.:ctors. Rear rotor to the l'ou d.,u' �. 4 ,,yl lu,n. a-t,b,.n{ cund.tlU,+s. ' In accerdance',w th IE�N.4 1 mM 21- 9. Proiecied value: •cpr eart Interp:fated value cased :r tme durat:one. that ore ,nth t s IGICI the IFS'Ja uu g0-DS iotai • t d ran I. f sl rc, H - ¢e _1 d -r Les ing ?D'..TI - .he pao o,7 c LED hiaal 'Inc_ ILSNA hl ?t-`1, Calcn[ate..�lue., recre_ert lime dura.wn,tact exceed six llir IGx felE Lh!-EG-GB osl test aeration tin i_-1 for the dcvica ndc testmg 1(7UTI %c. the packag- L-:: cl :pl CREEAkL Canada: www,cree.com/canada T 18001473-1234 F (800) 890-7507 IN b aYaO r,,x"'"- f k`.*a/q„CkRr.Gf�r-ti;FV+vti FFr ht4.8E. Fa..ti@;tia:aurvi Z TYPICAL BUILDING ANDSCAPE UPLI PT LONGHORN STEAKHOUSE PROTOTYPICAL BUILDING & LANDSCAPE LIGHTING PLAN :Mote: Lighting plan is provided to show basic lighting layout for the Longhorn LH16R building. Landscape Designer is responsible to get lighting plan for specific site location from DPM when preparing landscape plan, OSQTM High Output LED Area/Flood Luminaire featuring Cree TrueWhiteo Technology Photometry Atl published Luminaire photormetric testing performed to IESNA LM-79-OB standards by a NVLAP accredited inborn tory, To obtain an IES file specific to your project consu[t: htkp;(,flighkng.cree.carn/praducts/autda r/area/area osq-high-outpuk CE5TL Test Report #: PLC525G 001A OSC-HU-4-`*-i,ME-40L SCK-UI_ Mounting Height: 25* 1'/.6n1 A.F.G. Initial Delivered Lumens: 44,996 Initial Delivered Lumens:! } 88Q Initial FC al grade 7yp IV Medttim'Oistrit, ution ` 3DOOK170 GRI ODOK/70 CRI 500OK/90 CRI 1570DK/70 CRI Lumen Package I Initial Delivered BUG 1 Ratings" Per 9 Initial Delivered BUG Ratings" Per -- Initial Delivered - - BUG Ratings" Per _. Initial Delivered j BUG I Ratings" Per j Lumens i TM 15-11 Lurnens' TM-1a 11 Lurnens' TM-15-11 i Lumens TM-15 11 4CL 1 37,751 I @a 1G4 41,330 1 @10 04 1 33,420 134 UO G4 _.B4 42.702 i 65 LJ G4 i 5CL 481950 � 6J'JO 6'.: 511,v] HJ U3 35 4.,434 L7 G4 .i2,Jd3 H5 I-41 315 _ 551 6. 94 a ( R5 UH C„ 67,36y HE uu G5 53,8Li; K LAI 145 .______ nF, ii, I R5 L 19 Cie`; °I tietd . -slums r at 7r'�"7-F Alf -el -d :.tie, •eld. L,h., 1Dand.l75'-. of riti'a. cervered lvn,ans nr [, f } y " t "-' For m_re infcrmatr:non he IES 6UC lBaclight-Uptight-Glee el Raring visit hltcs,r/v, ,.nr.re .o-y!•rr; cortenC,`up,cad=,2Dt7+'DdirPd tc 'I l9UGRatingvlddendum.p f. Vatid with re tilt CESTLTest Repartk F09 56-C,02A 05- HO A-^-4ME-40L-4CK-iL 03: uIG A `* Lh1E-rr0 CK-I;'_ 'ro;CSO HO 9L.SF w!0SC HO BLSF Mounting Height: 25' •7.5mi A.F.'' Initiat Delivered Lurrcens. "5,4C6 Inhial Delivered Lumens: 33,085 rn:iat FC at grade 3000K/70 CRI 4GOOK170 CRI ( 500DK/90 CRI i 5700K/70 CRI Lumen SUG BUG 1 BUG �BU3 Package I InrtiaLOetivered Initial Deliver'_d Initial Delivered Initial Oetivered t?atrngs' Per Rafinq Per I - Rak{ngs--` Per i Ratings' Per Lumens` Lumens` Lumens` Lumens TM-15-11 -i TM 1u 11 TM 15 11 TM-15-11 7,3L^-...-._---__ x :)3 ! 133 JJ Gf 33 0a5 I Bl JO Wi 1 2L,797 { B3 UJ G4 33,735 1 33 U3 tad 56L -� 2,1,671 i @z' 10 G5 4L 741 B7' 0 05 32,733 63 UO 64--- .< ,5 r1 _ �.� i @3 L:0 GS ----- 54,255 1 __.. 34 LO G5 65L @w J0 65 53 222 4254B3 UO 05 ... .. ._._... _. " � t✓den 'Dand=ID+, o* nitia(del vered lumen For mere informm-iicn onihc IFS BUa IBae+tight Vpligh[-Gin el Rating :inir httcs:;s,"" ics.n'g%rro-c:rtcnCup..atl:i9D1111tviM-IS- 11BU5RaJrigsAdd:rdum,p^'f Valid v:nh no hit U5: lighting.cree,icam T [8001236-6800 F (2621 504-5415 --i I 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. CONCRETE CURB GALVANIZED ANCHOR BOLTS (BY LIGHT MANUFACTURER) GRADE co z z 0 0 CREE T [8001473-1234 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 SITE PLAN) FLUSH MOUNT (FM) FOR LIGHT LOCATIONS BEHIND CURB, IN ISLAND OR OUTSIDE OF PARKING AREAS (SEE SITE PLAN) 3'-O' PEDESTAL (PED) FOR LIGHT LOCATIONS WITHIN PARKING AREAS _ REINFORCING TIES 'E' 3' CLEAR (TYP) II -SOILS SHALL BE COMPACTED TO 95% II OPTIMUM DRY PROCTOR DENSITY ALL 'F - VERTICAL AROUND MIN. BEARING CAPACITY OF 2000 REINFORCEMENT 'F' PSF TO BE VERIFIED IN FIELD (TYP.) OUNDATTO 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 CURB IS PREFERRED BUT TO BE ADJUSTED AS NEEDED TO PREVEN=OACHMENT 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 f ESPONSIBLE TO COORDINATE DIMENSIONAL REQUIREMENTS FOR BASE PLATE, ANCHOR BOLTS & REINFORCING STEEL PRIOR TO CONSTRUCTION. MOUNTING HEIGHT ABOVE GRADE 'A' 20' POLE DIA. V 6' SQUARE (OR PER MANUFACTURER) OF FIXTURES SINGLE OR DOUBLE FOUNDATION DIAMETER 'C' 18' DIX ROUND FOUNDATION DEPTH V 7' REINFORCING TIES 'E' #4 0 12' O.C. VERTICAL REINFORCEMENT 'r ARS (6 N6 BSPACED 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 NNFIED IF INCONSISTENCIES EXIST. 2. SUBGRADE TO BE FREE OF ORGANICS AND BE SUEABLE, 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 L143HT DETAIL NOT TO SCALE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT#: 35651.000 JOSEP ONE PROFE IONAL kNGINEER VIRGIN A LICENSE No. 51527 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 [Jis ♦ rLl a MII WAL, t XTY, STATE AM WA DETIAU " SIFERM DMAN ENM� DETAU WIEAE >APPIJ AW HMA SUPERPAVE 9.5 MM SURFACE COURSE. '3' HMA SUPERPAVE 25.0 MM BASE COURSE. F 8" GRADED AGGREGATE BASE COURSE. ii if if i4 Pik � i2 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 ASPHALTTHMAj 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, LLC. TO INSPECT AND TEST SUBGRADE SOILS. CONTRACTOR SHACONTACT LL TO CONFIRM ERERQUIlREMENISTANDB OORDINATE APECTIO SIC-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 ALL 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. I L 1' MIN. F EXIST. ASPHALT • QO 3?.. O qpQ Q 006 � QQ WO QOO p p p 6 0 ppb Q Q vBoQ° oo Q v Q Q® o sAwcuT 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 11016 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, LLC. T}}O INSPECT AND TEST SUBGRADE SOILS. ONSEErr OF CONSTRUCTION TO CONFIRM ER QUINEMEMIST ANDBCOORDINATE INSSPECTI4 SMIC-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 AXLE 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 A.D.A. DETECTABLE WARNING SURFACES SMALL 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 Uj MAX. 51LOPE. �' . MAX. SLOPE [n 1:1 r 1.12 N W CURBLINE BROOM FINISH TAPER CURB W/RAMP 5'-0" MIN. AS REQUIRED (TYP.) CURB TO BE FLUSH WITH AS REQUIRED PAVEMENT 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 CUTTERS AND PAVEMENT SHALL NOT BE STEEPER THAN 1:20 WITH A MAX. CROSS SLOPE OF 2%. 3. 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 RADIUS HOT -POURED ASPHALT JOINT SEALER PAVEMENT SURFACE' FINISHED GRADE (SEE DET"Ll @W10w, Mot PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, CONFORMING TO AASHTO SPEC'S M-33. TO BE Ire �)Ir. �1ir.. �11r� • �r.. •� ' #Titili� iTi`li� iTi�• �Ir17i• #Ti`li+f sINSTALLED BETWEEN CURBS AND 1,014 BITUMINOUS PAVEMENT OR BASE 71 „,, CONCRETE-7 SUBGRADE UNEXCAVATED VIRGIN MATERIAL (SEE NOTE 1) 6- CURB RMAL 6. CLASS 'B' CONCRETE $. CURB TO BE FLUSH WITH FINISHED GRADE UNEXCAVATED VIRGIN MATERIAL (SEE NOTE 1) FIUSH CURB 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 Fl" THICK, DENSE GRADED AGGREGATE BASE La N w In #4 - 0 12" 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 CONCRETE PAD DETAIL NOT TO SCALE 50%-65% OF-\ BASE DIAMETER (� �) .2 IN. 0.9I 1 14 jN I 5 mm 23-36 mm 3QE.M 0.65 IN. 17 mm (MIN,) 2.5" PARKING STALL STRIPIma 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) 4 IN. (41-61 MM CONCRETE WHEEL STOP---' (WHERE REQUIRED) JRED C/C) ADA -2.4 IN. (41-61 MM) PAINTEDSYMBOL(SEEPARKING DETTAIL) 6URED C/C) i 'N\ Uj In 4'-4 1/2' V 8-0" 5' MIN. OR 8' NOTES: (SEE PLAN) 1. DETECTABLE WARNINGS SHALL BE A PRE -MANUFACTURED ARMOUR PILE TACTILE SYSTEM OR APPROVED EQUIVALENT. 2. WARNING SURFACE SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ION DARK OR DARK ON LIGHT PER LATEST A.DA NOTES: ACCESSIBILITY GUIDELINES. 1. PAVEMENT STRIPING FOR ALL ADA PARKING SPACES SHAT.L 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 PRIOR TO CONSTRUCTION. 2 WHERE AN ADA PARKING STALL MEETS A STANDARD PARKING STALL, AN AZURE BLUE AND WHITE PAVEMENT STRIPE SHALL BE PAINTED. 4. DETECTABLE WARNING SURFACE SHALL BE IN ACCORDANCE WITH THE LATEST ADA ACCESSIBILITY GUIDELINES. 3. ALL PAVEMENT STRIPING, MARKINGS AND SIGNAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST ADA ACCESSIBIUTY GUIDELINES. TRUNCATED DOME PATTERN FOR A.D.A. ADA STALL MARKINGS DETAIL DETECTABLE WARNING SURFACE NOT TO SCALE NOT TO SCALE WATER OR STORM MAIN CLASS "C" CONC.� �d ENCASEMENT WATER OR STORM MAIN NOTE: CONTRACTOR TO CONFIRM CROSSING REQUIREMENTS WITH ALL UTILITY COMPANIES AFFECTED. 18" MIN. PROPOSED GAS SERVICE TO BE CONG. ENCASEMENT REQUIRED WHERE INSTALLED IN SAME TRENCH IF APPROVED BY GAS AND WATER CLEARANCE BETWEEN SAN. SEWER PIPE COMPANIES & WATER OR STORM MAIN IS LESS THAN 18" EITHER ABOVE OR BELOW SAN. SEWER. 10'-0" 10'-0" z is PROP. SAN. SEWER PIPE 4 V q'' l3 �( ':A. : •V4 CLASS "C" _ a e _ a _ GONG. ENCASEMENT ♦ 4. .a a_ a - °d A 6" MIN. (TYP) ° x e 4 d a '" PROP. SANITARY SEWER PIPE: CAUTION/MARKER TAPE, . WITH WIRE OR METALLIC TRACER (TYP.) z � a- �. 20'-0' PROP. CONCRETE CRADLE a WATER OR STORM MAIN TO SUPPORT ENCASED PIPE a . (4000 PSI CONC.) (TYP.) '< ' 18" a PROP. 6" STONE BASE 18" MIN (3/4" CLEAN STONE)(TYP.) EN SECTION A -A UTILITY CROSSINa DETAIL NOT TO SCALE CONSTRUCT 1/2" WIDE EXPANSION JOINT EVERY 20' WITH PREMOLDED BITUMINOUS JOINT FILLER CONSTRUCT CONTRACTION JOINTS CUT TO A DEPTH OF 1/2" DEEP 4' {TYP.) CONCRETE SIDEW1 PLACED EVERY 4' ON CENTER am FINISHEDVARIES (SEE SITE PLAN) GRADE TO BE FLUSH WITH WALKWAY 4' AIR ENTRAINED CONC. APPROVED COMPACTED SUBGRADE `.zM 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 SUP 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"x30" RV I SIGN DETAIL NOT TO SCALE FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT##: 35651.000 V 9- PROFE IONAL 1ENGINEER VIRGIN A LICENSE No. 51627 IJob ##: 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 1 I 1 �''F�r 1 r »'I r 1 U'1 ' DOWNSPOUT (ALSO ! LEADER OR CONDUCTOR) i I WALL BRACKET (5'0" O.C., MAX) w�- ADAPTER PVC (TO OUTLET/ SEEPAGE PIT) ROOF DRAIN CONNECTION DETAIL NOT TO SCALE 9, 9 a d .yr a Y,�. Q V - v •D► * •�, V 6" CONIC, BOLLARDS (3 TYP.) a . HOLD FO DOOR OPENING HOLD FO DOOIR OPENING ' Q 9 -5 ' a 9 -5 DRILL HOLES IN • Q ` '� ° -� ® CONCRETE FOR STEEL TUBE r.' m` • v x: GATE STOP OLDERS CONTROL ' • CONTROL ' • SUPPLIED W� GATE JSLAB OINT a .. _ .: J©LAN 6" CURB (SEE SITE PLAN ) may- REINFSRCEDP GA Y1YF CORES IN FIRST W WELDSANGLE WADED 11' TO BE FILLED WITH CONCRETE IN MORTAR ORTAR TO LE AND 8�4�H�ELGHOOK � ( -o ,�/� v [L 8'x8'x16' w 3'x3'x3/IS- g ( HOLLOW CONCRETE v ANGLE 6 -0" LONG BLOCK W,/ o 15 4IIiTICAL/REBAR cn I OUR- ALL EVERY TWO 2) BLOCK COURSES 4" BOLLARDS (SEE DETAIL) 3'-2'-2. SEE SITE PLAN 0 0 m B LDI G BUILDING e CAP BLOCK LATCH BOARD ON BOARD GATE LATCH BOARD ON BOARD CATS (2)W 9JJ 6Z3 (2j//��5<�lP HENS 5ET H LDERS SET IN SLAB IN SLAB FOOTING -FLUSH JOINTS GRRAADE AY ( I " 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 GATE ENCLOSURE DETAIL NOT TO SCALE PROTECT YOURSELF ADDITIONAL DEPTH FINE HMA SURFACE COURSE OR LEVELING COURSE AS APPROPRIATE) TO EFFECT MINIMUM ESIRED SLOPE ON ASPHALT SURFACE - 1% ABSOLUTE MIN. - 1-1/2% DESIGN MIN. 1-1/2" DEEP HMA SURFACE COURSE (MIN.) `-EXISTING SURFACE TO RECEIVE ASPHALT TACK COAT (SECTION 401.03.02) OVERLAY PAVEMENT DETAIL B't MILLING OR AS FIELD CONDITIONS DICTATE LIJ o` ' MAINTAIN MIN. 1-1/2% SLOPE AS APPROPRIATE S EXISTING PAVEMENT SURFACE TO = RECEIVE ASPHALT TACK COAT s (SECTION 401.03.02) EXIST. PAVEMENT ( OVERLAY DEPTH TO REMAIN EXIST BASE 1" MIN. COURSE TO REMAIN NEW HMA SURFACE COURSE OVERLAY PAVEMENT EDGE NEW HMA BASE COURSE CONDITION DETAIL NEW DGA BASE COURSE 1' MIN. NEW I EXIST. I' r EXIST. ASPHALT LSAWCUT (1" DEEP MIN.) AND HOT TAR SEAL COMPACTED NATURAL (EXIST.) SOILS FREE OF ORGANICS & OTHER COMPRESSIBLE MATERIALS FULL 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 WLUNG & OVERLAY DETAIL MAINTAIN EXISTING REVEAL (6" MAX.) MAINTAIN MIN. 1-1/2% SLOPE TO/AWAY FROM CURB AS APPROPRIATE EXIST. CONC. rPROPOSED OVERLAY TAPER DEPTH AS REQUIRED WALK & CURB / FOVERLAY DEPTH EXIST, PAVEMENT SURFACE TO RECEIVE ASPHALT TACK COAT $'f MILLING A5 REQUIRED TO (SECTION 401.03.02) ATTAIN SLOPE EXISTING CONCRETE WM X AND EDGE CONDITION PAVEMENT DETAIL NOTES: 1. REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION. ENSURE THAT THE FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. 2, ALL PAVEMENT SECTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. 3. SEE PAVING DETAILS FOR ADDITIONAL INFORMATION. MILLING DETAILS NOT TO SCALE _CENTER OF CDs STRUCTURE, SCREEN AND FIBERGLASS SEPARATION SUMP OPENING CYLINDER AND INLET P FLU j Aa _ FLOW TOP SLAB ACCESS ----(SEE FRAME AND COVER DETAIL) PVC HYDRAULIC SHEAR �_ 48" [1219] I.D. MANHOLE PLATE i STRUCTURE MAX. PLAN VIEW B-B CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGSIRISERS FIBERGLASS SEPARATION `t CYLINDER AND INLET �..- B INLET PIPE (MULTIPLE INLET PIPES MAY BE ACCOMMODATED) OIL BAFFLE SKIRT SEPARATION SCREEN PVC HYDRAULIC SHEAR PLATE SOLIDS STORAGE SUMP N.T.S. aI B I I � CUTLET PIPE f lI , PERMANENT POOL i ELEV. I 533 I � a j ELEVATION A -A N.T.S. DS CDS2015-4-C DESIGN NOTES THE STANDARD CDS2015-4-C CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELO'N. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. CONFIGURATION DESCRIPTION GRATED INLET ONLY (NO INLET PIPE) GRATED INLET WITH INLET PIPE OR PIPES CURB INLET ONLY (NO INLET PIPE) CURB INLET WITH INLET PIPE OR PIPES SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) SEDIMENT WEIR FOR NJDEP 1 NJCAT CONFORMING UNITS FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURED WATER QUALITY FLOW RATE (CFS OR L!s) PEAK FLOW RATE (CFS OR Us) ' RETURN PERIOD OF PEAK FLOW (YRS) ' SCREEN APERTURE (2400 OR 47001 ' PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE 1 " INLET PIPE 2 " OUTLET PIPE ' RIM ELEVATION ' ANTI -FLOTATION BALLAST V+,'IDTH HEIGHT NOTESrSPECIAL REQUIREMENTS: ` PER ENGINEER OF RECORD GENERAL NOTES 1, CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWSS, E. 2. DIMENSIONS MARKED WITH (} ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAUVINGS' WITH DETAILED STRUCTURE DIMENSIONS' AND WEIGHTS, PLEASE CONTACT'fDUR COPJTECH ENGINEERED SOLUTIONS LLG REPRESENTATIVE. w,vw.wntechES.cxmr V Nr 4. IDS WATER QUALITY U DATA AND INFORMATION CONTAINED IN THIS DRAWING, .r 4 Q J TY STRUCTURE SHALL BE IN ACCORDANCEWITH ALL DESIGN O 5. STRUCTURE SHALL MEETAASHTO HS20 AND CASTINGS SHALL MEET HS20 (AASHTO M 306) LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. 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 SUB -BASE, 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 L IFTING 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. Mel'- • ►� TE K CDS20154-C ENGINEERED SOLUTIONS LLC INLINE CDS ww,_50n eW.'N om STANDARD DETAIL �el`LS Centre Poi<.rte nc, Such dCO. lNea: Chaster. OH 45069 P-00 3_18-1 Q2 513-645-70EID 513-64,M93 FAX 9' an—NAMEPLATE , INDICATING: MFG: PARK ENVIRONMENTAL 888-611-PARK WWWRARK-USA.COM MODEL: CST-1 TO PUBLIC SEXIER SYSTEM DATE MANUFACTURED � "Fyr l FOU'e�wr V � " �k �F INLET AND OUTLETPIPING PROVIDED BY OTHERS. GRADE FROM KITCHEN WASTE VENT C—CAST IRON FRAME & COVER (TYP-2) v CONCRETE EXTENSION Zy -4" VENT 6" VENT SLEEVE LIQUID SURFACE v - a L FROM KITCHEN 9µ7ASTE�`�aS+� SEINER LINE GREASE TRAP Trooper' am" w4woeptar SAMPLE V7ELL TO SANITARY SEINER Typical applications include cornmercial and industrial food service kitchens where excessive grease may interfere with the proper drainage of the sewer sysiem. The grease interceptor is generally buried below grade for gravity flow sewer systems. A sample well is utilized on the outlet side for sampling by the i .t. INLET MONOLITHIC BAFFLE PLAN VIEW INTERIOR EPDXY LINER FLI GALVANIZED RISER SUPPORT (TYPICAL) PRECAST CONCRETE INTERCcF'TOR ELEVATION Park 2010 (GREASE INTERCEPTOR SCHEDULE MODEL d0d0. CAPACITY USG GREASE CAP. (LBS) EMPTY NJT (LES) LENGTH L WIDTH W HEIGHT itFL1 INLET OUTLET ; tL2 GI T 500 500 1,200 9,500 7'--10" 4'_4' 4'_g" 3' 3" 's 3'-.0" GT-750 750 1,700 9.900 7'-10" 4'-4' 6'-0" 4'-5" I 4'-2" GT-1000 1,000 2,300 13,350 8'- 8" 5'-0' 6'-0" 4'-9" 4'-6" GT-1250 1,250 2,900 14,650 9'-2" 5'-8" 6'-0" 4'-9" j 4'-6" GT-1500 OT-2000 1,500 2,afl� 3,500 4.600 16,050 21,250 9'-2" 9'-0- 5-8" 6 �0" 7'-0" B;_G;, 5'-9" 5'-6» 6,- „-6'-6' GT-2500 2,500 5,700 27,050 15'-0" 7'-0" 7'-0" 5'-9" ` 5'-6" I GT-3000 3,000 6,900 33,150 13'-0" 7'-0" 8'-0" 6'-9" I 6'-6" I GI T-3500 3,500 8,000 38,550 13' 0" 7'-0" 8'-6" I GT-4000 4,000 9,300 38,100 16'-0" 8'-6" 7'-0'°'-9" } 5 ARCHITECTS PROJECT #: 35651.000 JOSEPH S ONE PROFS ZONAL NOINEER 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 KAI< 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 local water {autlori.ly, OTHER SIZES ARE AVAILABLE. CONTACT US FOR MORE INFORMATION Specifications Engineering Data AUTHORIZED FOR: PERMIT/ BID CONCRETE Class 11 concrete with (iesign strength of The grease interceptor is structurally &hydraulically engineered to conform to 4500 PSI at 28 days. Unit is of monolithic regional plumbing codes recommended in most cities. Consult with local authorities construction at floor, first stage of wall and baffle for specific application requirements. with sectional riser to required depth. (Monolithic baffle required, slide -in type is not acceptable) Shop drawings shall include complete structural & bouyancy calculations CHARLOTTESVILLE VA certified by a licensed professional engineer. REINFORCEMENT: Grade BO reinforced with steel rebar conforming to ASTM A615 on required centers or equol. Consult with Park Equipment Company for exact excavation dimensions t C.I. CASTINGS: Manhole frames, covers grates ore manufactured of grey cast iron conforming to ASTM A48-76 shipping information. jet *UPCR Class 30. Manhole shall be norninai 24 inch - diameter and be traffic duty. r cvlrurwrr EPA aNeER c-tE13 GREASE INTERCEPTOR P Pk%%RK 888-6 77—PARK SERIFS GT -SOT' T HRU 4000 GALLONS vww.park-USA.00M ENVIRONMENTAL EQUIPMENT SCALE NONE DWG. NO, REV, Ex/> Cr the- E3&st" DATE 2010 3 I — I q 6I � / FOR ALL BENDS SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. BEND 1THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3NO CONCRETE SHALL BE POURED ON ANY PART OF THE JGINT. 4. THE CONSULTING ENGINEER SHALL bE RESPONSIBLE TO THE VERIFY THE TYPE S17E OF ALL THRUST BLOCKS, CONCRETE THRUST BLOCKS NTS '- .�.--- NOTES: (1) A 1- DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ mcTcRs TYPICAL METER BOXES NTS FICW-7 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PANTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ' APPROVAL. T� HIGHWAY DEPARTMENT APP � . ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID FINISHED GRADE M.J. GATE VALVE THRUST BLOCK NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE NTS ,-­ FOR USE ON ATTACHE SINGLE FAMILY RESIDENTIAL SFRMCESDOR DUAL RESIDENTIAL AND ARIGATION SERVICES, -----rCOMPRESSION ,3/4�'uxLE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGA-TION METER IS NOT PROVIDED. CAST IRON LID _FHSHEO GRADE |v0mEN» COUPLING( ~/ �CORPORATON STOPJ NECESSARY SAND OR DUST UNT)FR BOX A14D SETTER (2-INCH MINIMUM THICKNESS) LONG STONE POCKET, VDOT TYPICAL SERVICE LATERAL INSTALLATION " w NITS FIG. W-cA �� |������U�� �� ������� U�������U�������l���� COUNTY ���� ����� �� SEWER U���� ����S ���o������������ ��m������ n� ���������� GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL a. INITIAL BACKFILL MIN MIN. 6" BEDDING 1#68 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE all all M11 MIN. MIN MIN, #68 STONE ANULAR FILL AS NOTE 1.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS NOTES- � 1. PROVIDE A o' THICK GRAVEL BED BENEATH THE METER VAULT. z. MINIMUM WALL THICKNESS FOR PRECAST OR! POUR -IN -PLACE YxVLTs SHALL BE 4^. ! W|M|MUW WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASnNARY8LoCK SHALL BE 0~. 3. THE OUTSIDE OF THE VAULTBELOW GRADE sMxLl BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT (2" METER NTS FIG. W-7o | TD-31 WATER M n�_3'rIl^nca "mn. ,,..="� _VE0OX TO METER BOX (SEE RE. W-8 THRU W-7 . i��) 2"COPPER `�4^ PLUG THREADED FOR | 2^ COMPRESSION FITTING | NOTES: ~ GATE VALVE WILL ms'rUNLESS OTHERWISE SPECIFIED avTHE *cSx ~ SERVICE LINE nnCONNECT xTMAIN WITH x''xw^TEE. ° REFER ruFIG. vv-3FOR THRUST BLOCK DETAILS nmTEE, ^ ncpsnTons.*-5 FOR THRUST BLOCK DETAILS AND DEPTH opCOVER omGATE VALVE. " NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT, USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. * USE 2500 P.S.I. CONCRETE |��/�� k��T�� ����V1P� ||N� LARGE ``'�� METER ��' ` SERVICE , . ^~^� LINE NTS FIG. Il REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 3E "MINI LARGER THAN 5" IN ANY DIMENSION EMBEDMENT THOROUGHLY COMPACTED SPRING LINE OF PIPE I AND OR APPROVED By H MECHANICAL 'TAMPER HAUNCHING NO68 STONE BEDDING 6" max -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE � __- 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOTR|GHT-0E-W4YSHALL BE 8ACKRLLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPAOTED, AND ALL STONES REMOVED OR A 4,BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3.0NERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 8" BEDDING OF NO. OD STONE TY�i(`�| ����� �|��� TYPICAL ` '"' ``- ~'^-..`-' ` PIPE ^- |N�T�||�Tl/lN |N T��N�A ''�`~''`�^-'`''"'" ''` ''``-'`^^'' � SEWER SERVICE LATERAL CONNECTION NOTES: /. MERE A SEWER SERVICE LATERAL CONNECTS TOxMANHOLE AND woINVERT ELEVATION FOR THE SERVICE LATERAL IS Iwmc^rco . THE rop ( vAnow OF THE SERVICE LATERAL PIPE Somu BE xrLEAST uu' n/uxcn THAN THE rop (CROWN) ELEVATION or THE THE LOWEST PIPE CONNECTED TO THE wuwxcuE. 2, ssnsm LArsxvLo mppso INTO AN cxmnwo scxEn wmw sxxu BE uowwsurco uswo A p/pc sxoomc o. m/w/wow GRADE FOR ncwcn scnv|oc ouwwe:nom SHALL BE 2% /\ (1/r PER poor> � ALL SEWER LATERALS axxuHAVE ^ u|w/wuu COVER MIN DIAMETERor *'. s. ALL yswcn LATERALS SHALL HAVE A wm|muu onvzn ' OF z rcsr SALT TREATED FINISHED onouwo--' FINISHED - '� � | | MARKER . . PLUGoNDnF — umw uwc SECTION SERVICE LATERAL IN UNc w,c-TEE PLAN -LJ --- VARIES � ERVICE LATERAL CONNECTION 000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH / NOTE FLEXIBLE CONNECTION -' WITH STAINLESS STEEL --|-- ALL CONNECTIONS TO BAND ! EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT" INSTALLED n� TYPICTY[]!��8| MANHOLE PLAN AL /�/r��_ w//�/v/ /��/_�_ � �-r�/v ��U/lVU|N/� [��}�N(`LJ T|� _ |N `/�/�/vv//x�� ��/`r�/v`"// //�_ //� NTS B0.S-|-B � FRAME & COVER (SEE FIG. S-|-D.El STREET SURFACE OR AREA SLOPED AREA 0" MAX RUBBER COATED STEEL STEPS CAST IN PLACE 3'-6" MIN PRECAST REINFORCED CONCRETE SECTIONS MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" FROM INLET TO OUTLET 5 SHALL BE 0.20 FEET. VARIES CONCRETE DEPTH OF FLOW -_ILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING DL= D INVERTIOR A SMOOTH 1 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SH MIN. 6" BEDDING NOTE W/NCl 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE 30L CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, |NLET$, OUTLETS TO BE SEALED 8c GROUTED INSIDE AND OUT TYPICAL MANHOLE SECTION SW0VV|N[! BRANCH TIE—IN | JOSEP S ONE VIRGINtLICENSE No. 51627 Job 2627-99-002 ,A 5/s" WASHER 'I /s"x18" BOLT ^mm`- f4" HOLE & NUT ---- .- - - - ~ � i8"x1' 2°' TREATED a 1 PINE BLOCK OR Y4' HOLE °r RECYCLED MATERIAL. a 14 � GALV. STEEL 10Q � COMMON NAIL SEE NOTE 5. Uj 6" WIDE SLOCKOUT C6"x8"x1'-2" TREATED PINE BLOCK is `a 1 TREATED 3i SOUTHERN PINE Q 7Y4, %a" HOLE �• i WOOD POST Isla 4'"x 8"x1' 2" TREATED PINE BLOCK, THE CRT IS FOR USE STANDARDPOSGR-F10 TYPE MOR WIHEREHE T 4" WIDE BLOCKOUT SPECIFIED BY THE ENGINEER IN THE PLANS. G�-R{-2, 2A 13/4 E PE HOLE 6"TTREATED PINE LOCK OR RECYCLED MATERIAL FOR USE WHEN REPAIRING DAMAGED GUARDRAIL CONTAINING STEEL BLOCKOUTS, BLOCKOUT FOR MAINTENANCE REPAIR ONLY LESS THAN T-0" STRONG POST 8'-0" POST GUARDRAIL REQUIRED R DETAIL A ryR� � i Y4" DIA POST MAY BE HOT ROLLED OR WELDED. HOLE - N 74" 81, GUARDRAIL INSTALLATION AH SITES REQUIRING LONGER - f GUARDRAIL POSTS NNOTES: 6"x8"'x1'-2" ¢ aT TREATED PINE W 1• ALL BOLTS, NUTS, WASHERS, AND OTHER II &NUT BLOCK OR STEEL ITEMS ARE TO BE GALVANIZED. RECYCLED w III, - II MATERIAL w 2• ALTERNATE TYPE POSTS AND BLOCKOUT MAY 7- BE II BE INTERCHANGED ON ANY ONE PROJECT WITH W6x5.5 OR THE RESTRICTION THAT THE SAME TYPE OF II W6x9 12 POST AND BLOCKOUT MUST BE USED IN ANY II SINGLE RUN OF GUARDRAIL. 0 11 OPTIONAL HOLE 3- FOR DETAILS OF GUARDRAIL ELEMENT SPLICE II TO FACILITATE ° JOINT, HARDWARE, ETC. SEE SHEET NOS. 501.01 31/2" DIA. _ I GALVANIZING AND 501-02. HOLES 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE II TOOP BST OMEDOF BLOCKOUT AFTER %" x 18 HOLES IN POSTS 8" AND BRACKETS TO BE 3/4" DIA. CRT POST STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEALED ANDS jSIGNN"E�D DRAWING IS ON FILE IN THE CENTRAL OFFICE. J� j XVD®T REFERENCE STANDARD BLOCKED-OUT W-BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS 221 236 (STRONG POST SYSTEM: POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08l14 501.05 SCO-1 ADAPTOR WITH PLUG 1 10" MIN ASTM s i 0 OR - r s •�•i1 I x roll Vol LID MARKER 'IS" DIAMETER SHALL BE SPECIFIED ON THE PLANS NOTES: 1. CLEANOUT MAY ALSO BE INSTALLED WITH IRON BODY SCREW WITH BRASS PLUG AND ONE INCH OF LEAD POURED IN PLACE & CAULKED ON INSIDE & OUTSIDE EDGE. 2. CLEANOUT SHALL BE SUITABLY BRACED WITH 2" x 4" CROSS PIECE EXTENDED OVER & HAVING SOLID BEARING AT LEAST ONE FOOT ON EACH SIDE OF DITCH I CLEANOUT WYE AND RISER SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE MAN UNLESS OTHERWISE SPECIFIED. TYPE "A" XVDO-r ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 1413.01 PLUG STANDARD VB-1 TYPE "C" FRAME AND COVER DIAMETER SHALL BE SPECIFIED ON THE PLANS. 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, S0 'THAT TOPS WILL NOT ROCK. 2. CLEANOUT WYE AND RISER SHALL BE CONSTRUCTED OF THE SAME MATERIALS AS THE MAIN UNLESS OTHERWISE SPECIFIED, SEWER CLEANOUT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE„ 4000 PSI IF PRECAST, 3- CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. S 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. I �2°' RADIUS . p wl P :xm.A t A, SURFACE i LO >Ao- RA #A P .;•A.p•A.;•A. BASE \ PAP . 'A .PAP 6,1 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 DI-3A, 3B, 3C C VDtikIC thAI I(11AIT . STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION . pA p- P aAa aAA a�P A.; A.n • A A. pA. p AP�`Ap'A 61, 2" R CG-2 ED SURFACE BASE SUBBASE 'VDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. BARS D r APPROACH FRAME & COVER BACK OF SIDEWALK Y JOINT '' GUTTER SEE STANDARD IC-2. BAR G WARPED GUTTER BARS C ci BAR C I SUBBASE 2„ BARS B o 1s 2" ARS F I I I' r _- HARDWARE CLOTH I_IT ri-i-i�t rt o BARS F- I, WEEP HOLE. t 1 = o w SEE NOTE 8 it II -BAR F it II BARS D . CR K CONTROL JOINT IAA L-V ? r V o I w to , STEPS.`SE NOTE 5 8„ 2,-8„ F-- SECTION A -A 6'MIN. 10' MAX. KEYED CONST, JOINT 2'-10" 2" WARPED 2" GUTTER APPROACH BARS A GUTTER RS G I I I BARS F BARS EiI­ B c+ ��'' I *3" DIAMETER BARS B 3 WEEP HOLE FRONT ELEVATION BARS F �„ a„ - - - - - (GUTTER REMOVED) 1+/4„ 3'-p^ 5X/4g" BENT PLATE SECTION D"B 8„ � i 8 III 3y R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. � ; L22"`X2�fz"X�/4" TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS, e GALVANIZED 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 I/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ APPR. PAVEMENT DI-3A L pl 3B L DI-3C L WARPED PAVEMENT z FLOW FLOW FLOW 1 1 l DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL_ XyDCIT STANDARD CURB DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 1 REVISION DATE 12" - 30" PIPEt MAXIMUM DEPTH (H) - 8" 233 104.09 08J10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 - BAR A GUTTER FADE OF CURB CRACK CONTROL JOINT PLAN 8"1 3'-0" VDOT DETAILS DI-1 1/2 SECTION CAST IRON --a 1+ I%2 SECTION STEEL NOTES 2'-?I, LUGS TO BE L T-3l " L 211/2" x 2y2 " x I/4" 1. DEPTH OF INLET (H) TO BE SHOWN ON CAST WITH 10'-4°' LONG COLLAR , PLANS. FOR DEPTH GREATER THAN 10'USE m � STANDARD Di A r. y- cV _ A 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS y� _ WILL BE MEASURED FROM THE INVERT OF CAST + GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE i• IRON 3 STEEL JOINT STRUCTURE. PLAN 'i DIMENSIONS ARE 1 APPROXIMATE ONLY FOR ESTIMATING OPTIONAL C11 66 } + WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RIBS 43.6 LBS CONNECTORS SHALL BE DETERMINED BY THE -- 3 LBS , TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING LUGS CONNECTORS 3, WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH OF THESMATERIALS T' FURNISHI GRARD AND PLACING ALLIS-1. INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4`-2/1 I/2" x 11/2' x 4"� ;/2„ x 4„ STRUCTURE. PLAN LUGS 12" �" CONNECTORS STUD SHEAR 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE (GRATE REMOVED) SEE DETAL A1.), BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE.THE COST OF FURNISHING COLLAR DETAIL I MIN RASED INCIDENTAL TTODINL TCING SHAPING�ISTERIALS TO BE INCLUDED LETTERING IN THE BID PRICE FOR THE STRUCTURE. DIMENSION'S FOR DUMP NO WASTE DRAINS TO WATERWAYS 5• STEPS ARE TO BE PROVkflED WHEN H IS 4'-0"' OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST-1. DETAIL 8 6. THIS ITEM MAY BE PRECAST OR CAST - DET4AIL A � IN -PLACE. HARDWARE CLOTH 1._3„ 2'-611 SEE DETAIL B 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE 2'-7" 4" DEPTH AGGR. PLACED IN ALL AREAS ADJACENT #68, #78 OR TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS w w w w _ #$ x 6 WIDTH A 2"X4"` NOTCH MAY BE PROVIDED, a IL a 2 0- a d• o'c v - SEE STANDARD T-DI-3, 4 FOR (L a_ n o 3" DIAMETER ALTERNATE DESIGN. r COLLAR z z z SEE NOTE 8 LLL1!! LLLIII !lull LLL111 ,D I 8. 3" DIAMETER WEEP HOLE WITH 12' 12" PLASTIC HARDWARE CLOTH 1/4" MESH :2 12" FFF717 (� f7 cv OR GALVANIZED STEEL WIRE, MINIMUM 12"'-15"-18" OR 24" ! I (1 WIRE DIAMETER 0.03'", NUMBER 4 MESH i� °� � - IU' IuJ HARDWARE CLOTH ANCHORED FIRMLY' [V CV i p) p TO THE OUTSIDE OF THE STRUCTURE. °' a d •,�, 9• CAST IN PLACE CONCRETE IS TO BE � Q °' A � CLASS A3 (3000 PSI). PRECAST oHHHHEM M CONCRETE IS TO BE 4000 PSI. 1j�" SECTION A -A 1" " _ �' 2- � 10, ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B 4„ MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1,440 CU. YD.CONCRETE 15" CONCRETE PIPE - 1,528 CU, YD, CONCRETE 1�4' i APPROXIMATE WEIGHT CAST IRON GRATE 363 ± 18 LBS 11. DUMP NO WASTE DRAMS TO ALL LETTERING IS REQUIRED DI-1 WATERWAY ALL DI-1 18" CONCRETE PIPE - 1.620 CU. YY CONCRETE �{f�4' T LMANUFOACTURER LETTERING MAY 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE SECTION C-C SECTION D-D VARGRAY BYS. ADD O469 CU. Y. ADDITIONAL FOOTDOFEDEPTH. CRATE DETAIL ° STANDARD DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE. MAXIMUM DEPTH (H) - 10" 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 FIRCH DESIGN WORLDWIDE 311 Elm Street Suits 500 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT#: 35651.000 JOSEP . P ONE 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 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 DETAILS 1 C6.5 1 TAM PER AR A 4679, Pa 554 i 7 _ t �9 +1 « d ,m S 5511' ' E ',, , tli r . 4.65 1 � R �i >w � a « «e + t i� at. PO WENT RET. WALL AND IPAFFIC 51GN EASEMENT :. PER D.Et 4679, PC, 554 Ln UTILITY FAClI..TIY EASEMENT AND COffRAL TFtfPHIM COMPANY OF VIR6 N CET+tTUmw DA 14394 PG j65 Mw S 49-07'43' E 316.1 •• 717 Ku---- .... .. asamomw -- a On SIDE YAR �rtaNc BE CK U d a S 3 a t-, +K' >�a u2aw o.l S "a X` ;s3Y z akh: a.ax' d d a$a' 5'Cf;`v ;a c.. ,:.r.....,...,:::.::t•:s:YG;..::::::.......::::::e;'.'.::..:k::kk:;::::a:;:;:;:i:a>;,a :. v.... ...:.:..t. ..J: Q',v::;. ..M. f. r::`JY'in >,sa 17777`7 �1 . I �j I 01 '4 d 7 an a�3R a, fs�> sag v CR'nnx�s.7rR' � y ,!' •st3#y+3n�`;a3 a_ ' .1 +s/,a'^'}::tn�.ay y'Sy� ,`, '''�:>" •.%'e`a \, c%`,::a?.'x., a;.y:,✓,f?�; ?:: �. .>�d5. ;t+ ...3u .f.f.. a ,r ,Y �. ..;> »#.�'. a'#y;`"� 4f €,✓� } /j/(J/�j/// iXK o + f, S is `... Y is s" >;€ I s s x y3$ d 1 � Wwr Iff PER D.B. 4, PG 065 r:�?�(5712tIC7JQ�f �� II 1 wool- � 1 rn 4 � 4 Z � J a I fi1 SM !fit APPROX. LOG KW TRAFF)C DEWCE EA a ENT PER D.B. 1314, PG. 4! D.B. 4594, PG 65 SM NH TTiAI CONTROL DEVICE OR ..---------'�— `MH 0.+am sm iAl Sr" AN IN '40'23' W �,,, ,,•' 45.32' ",,. ! 1 C7 0 TEMP. CONSTRUCTION EASEMENT FOR EMRM►M PER D.B. 4679, PG. 554 i THIS PLAN TO BE UTILIZED FOR VEHICLE CIRCULATION PURPOSES ONLY S `, ♦% g A--35.34 1I R=45.00' A=44'59'47' CHB=S 71'46'51' E CHD=34.44' S 49'16'58' E .z l 23.73s .i] * tl I , � t J — f% a a t 1 f 1 ffi 1f t t f _ t f a t � f 1 tT 4 .23 PARCEL ID: 06100-00-00-1. t ; LANDS NJF 1 CV ASSOCIATES ----� D.B. 1908 PG, 726 i � It I � I 1 1 l t 4 4 4 J i f t i t 777 � t Cat 1 3t Af 3101'�3• oe A=77.32' R=188.24' d=2332'08' CHB=N 4747'17' W CH0=76.78' W B _ 67 Overall Overa l l i t Overall y t 1,1in Bccl hoax Tra Loci: —to 4 1 Ma;; Ste l` V t tit _ 5' sWE Y ' ---- --- .....�.�. 1 t N 0165e W 242.02' STGM�I ►Nd 4 4 / t } Jj t 4 i .VIE tHI+CLE LEGEND: I3/ cn -20 GRAPHIC SCALE 0 1+� 20 40 t it ( IN FEET 4 4 1 INCH = 20 FT. t 1 80 iJ FRCH DESIGN WORLDWIDE 311 Elm Street Suite 500 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT #: 35651.000 f PROFS IONAL /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 % n 4 ,r MM �CpTA 4679, PB 554� : J V_ n 55511' lE=�. 4.554 1 � 1 V s a3 a It 1 ' 1: �k si %p 6 PO WENT »tea RET. WALL AND TRAFFIC SIGN EASEMENT .. PER D.B. 4679, PG. 554 A rn tnw d� UTILITY FACILITY EASEIfENT AND CENTRAL Tat.FPFIONE COMPANY OF 4WM14 CDVR RYMNK D.B. 14W PG. 165 PROTECT YOURSELF All STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE KM >b Now Cd won xa 4 FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT. WWW. CALL81 l . COM M w p S 49'07'43- - ! --_ ---- Afu 4w—--- ...�..- � � ! � "-�•'°�may, -a a �� ~ :� a � "� i owl 4 Yi a x 3 4 > R YY y..*r »`t d sy�Y: x V.n VDOT bPORIIh'i` / PETS t7&4,PG.T i STOMI UH! APPROX. LOG VDOT TRAFFIC DEVICE FAS" PER D.B. 1314, PG 4E D.B 4594, PG 65 a IN NAMC CONTROL DEWCE OR 07HER CONSTRUCMW EA51Bo ,*M 0 0 - - t iff sm JN STOW AV N -40'23" W , I--,' 45.32' src�ar Mwr I t C� 0 TEIIAP. EASEMENT FCR fWTRANCE PER Aa 4679, PG. 554 0 / 4, IIIIIIIIIIIIIIIIIIIIIl -'' N J 't °tTw 94 00, No A=77.32' R=188.24' A 2, 32'088 CHB=N 4747'17" W CHD=763e F] THIS PLAN TO BE UTILIZED FOR VEHICLE CIRCULATION PURPOSES ONLY S 41 1 %` A=35.34 R=C45.i00 O •_ �� ��'4`' �, #% i CHB=S 71'46'51' E CHD=34.44 S 49'16'58* E 23.13 — r yy I 1 I - 1 i t{ _ 1 k 1 f 1 ) I MG AWL I fuy = 4 I I ) n ) ) PARCEL ID: 06100-00-00-13200 LANDS N/F Q l \ CV ASSOCIATES D.B. 1908 PG, 726 I \ \ \ )) } t ) i 4 - ) 4 { I t } 1 I (j ! } } 1 1 4 f 4 1 1 t 1 / f i i f ) { { t lI) a t t I 4 t t 4 { 1 t t t t 5� �WOW Y� t t N 49'16'51f W 242.02i 570w MH { { 4 4 i t VIP"ICLE LECIEND: !L .mow- 1 t — — ' 4 CHASSIS ENVELOPE VEHICLE BODY ENVELOPE t 14 }I i GRAPHIC SCALE t t D t } }y ( IN FEET } } 1 INCH = 20 FT. t i 77 Refs Ore Ove 0Ve- Min True Loci Purl a f FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 5132413000 www,frch.com ARCHITECTS PROJECT#: 35651.000 JOSEPH S ONE PROFE ZONAL kNGINEER VIRGIN A LICENSE No, 51627 Job #: 2627-99-QQ2 Issue Date: 08.27.18 REVISION INFORMATION REV. PER OWNER UPDATES REV 10/04/18 KAK REV. PER OWNER UPDATES REV 2 11/26/18 KAIC 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 t�} "Pill' w— t } 00 AROG' 1 NS 1 CFR t tt 9 1 Ll S 014Y ago 1 AROG r 1 W All fi 21A. 0MINW; J NS —' 1 FAAP 1 � ��t � % % '0-U I 1 FPS C �! � 4 �► 1 FPS 'z J I NS '{ik, a•rx � a 3 � h S 55110 E , 4 CA 4---! =: xo�&x 5 RGHS 1 I, 5 'iMD, *}..,.._ ._v.. 9«— � _. KJ Fo• i}.£ , �, �. 5: % �Cr.,.. �`� ; 4c.':,'vj [, .. '� .... .�xr � v ,.... ..--fa} .'•,,,� 1 NS .YN ,r'ry, .,.?.,':.. <�xA✓�fi.'?r .:cr��>„ zo „ `"��a4,:;:,^3�%:rlrk�; :a:..,.:.. _ _^s` G `x t t CFR '$ 1 AROG 1 ABC 4 ...• :. ae:F° PER4GWENT � x. RET. WALL AND 7RAFt7C SIGN CON EciIENT y' a PER �• PG 065 PER D.B. 4679, PG 554 f Y 1 CFR � t t 1 ARM Y x t s 1 w t �p� ' 1 AROG A MT iFdiIPORARY CONSTR 01ON EASEMENT , PER D.B. 4594, PG. 065 MW FACILITY EASEMENT AND CENTRAL TagWONE COUPANY OF MGM DA"i A� CENTURruw D.B. 14594 PG. 165 �� 1 l� APPROX. wL0rA ` � DET9CE EASEai(EM �a PER D.B. 014, PC. D.& 4594, PG 65 g i 8 PA -1 NS 8 PA � 4 PROP. LANDSCAPE BOULDER 3 PA 41111111111111, 3 JHW wool, 1 GD r PROP.TREE PROTECTION FENCE 6 1 GD 0 jr N 23 W 45.32' w 7 MP MMP. C067RUCTION FASEa{fFM FOR ENTR4NCE PER D.B. *n, PG. 554 / / A=77.32' R=188.24' A=2,532'08n CHB=N 4747'17' W CHD=7s.78' 1 HYCW 3 JHW r r 3 PA 1 IMP t:4�� • S 4'16 58 E 23.73' 10 1 t , 1 i — 1 FXI _— --__ t _ OGE1 ~...~ ....,._._.. to 7 sm� _„-`.._^.. , e._—• L_ ----- —_ r._..a __4__ M is - -ja.'�— v-- 1 �•a - � tt '!, `� 1 FAAP— v _..­w i _ — 13 JHW —3--PA 1 a 3 JHW 1 - r ( - - 1 ) � r 1 1 4 1 14 FM ( i a!r 4 JHW f) PARCEL ID: 06100-00-00-13200 ( LANDS N/F 1 FA,'!P � CV ASSOCIATES ` D.B. 1908 PG. 726 I 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. KEY OTY BOTANICAL NAME COMMON NAME SIZE CANOPY REMARKS SHADETREE(S) 3 PA ( } 1 { AROG 8 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 3 1/2' CAL. MIN. 50' - 70' B+B FAAP 7 FRAXINUS AMERICANA 'AUTUMN PURPLE' AUTUMN PURPLE ASH 2 1/2-3' CAL. 50' - 70' B+B I Ij FPS 6 FRAXINUS PENSYLVANICA 'SUMMrf SUMMIT GREEN ASH 2 1/2-3' CAL 50' - 70' B+B GD 7 GYMNOCLADUS DIOCUS KENTUCKY COFFEETREE 2 1/2-3' CAL 50' - 70' B+B { 1 NS 6 NYSSA SYLVATICA SOURGUM OR TUPELO 3 1/2' CAL MIN. 50' - 70' B+B ( l t 34 ORNAMENTAL TREE(Sl t 1 1 CFR 5 CORNUS FLORIDA RUBRA PINK FLOWERING DOGWOOD 2-2 1/2' CAL 20' - 40' B+B ( t 1 U 5 LAGERSTROEMIA INDICA COMMON CRAPEMYRTLE 74 10' - 20' 30 GAL MV 3 MAGNOLIA VIRGINIANA SWEETBAY MAGNOIJA 8-10' 10' - 20' B+B 1 ITS 1 t l 13 f t EVERGREEN TREE(S) ABC 2 ABIES CONCOLOR WHITE FIR 64 20' - 70' B+B f( JV 6 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 8-10' 20' - 70' B+B t 1 1 EVERGREEN SHRUBS) f t 1 PSN 19 PINUS STROBUS 'NANA' DWARF EASTERN WHITE PINE 24-30' 3' - 15' B+B w ff { a t 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 t t TMD 20 TAXUS X MEDIA 'DENSIFORMIS' DENSIFORMIS YEW 24-30' 3' - 15' B+B ir 1 1 DECIDUOUS SHRUB(S) I l t { CA 18 CLETHRA ALNIFOUA SUMMERSWEEf CLETHRA 24-30' 3' - 30' #3 CAN } t FXI 36 FORSYTHIA X INTERMEDIA 'SPECTABILIS' SHOWY BORDER FORSYTHIA 34 3' - 30' B+B _sue l 1 t 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 4 t 105 tt 1 GROUND COVEIR 1 Ilk,1 JHW 52 JUNIPERUS HORIZONTALIS VILTONI' WILTON'S BLUE RUG JUNIPER 15-18' SPRD 13 CAN 1 s 1 ORNAMENTAL GRASS(ES) 4 l PA 46 PENNISETUM ALOPECUROIDES FOUNTAIN GRASS 2 CAL CONTAINER 1 ;1 NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN AMOUNTS SHOWN IN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. t�l !a tat ltt !' 4 'i�a 1 Y� 1 I i l�� 1 1 killt 1 _ 7 '�'�. R 49'16 242-d t 1 � 1 1 tf�t •� t ' t 1�t tit t � 1 ttt t?1 lit SEE SHEET L7.2 FOR LANDSCAPE PLAN NOTES DETAILS GRAPHIC SCALE -20 0 10 20 40 80 ( IN FEET } 1 INCH = 20 FT. FRCH DESIGN WORLDWIDE 311 Elm Street Suite 500 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT #: 35651.000 pwa PROFEcJS !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 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 PLANTING NOTES 1. 2. THE CONTRACOR SHALL MATERIAL ALLBEBEU RESPONSIBLE INSTALLED PLANTING N INDICATED- OECT INCLUDING DRADES AND ALIGNMENT. LAYOUT 0 BE APPR&DCIBY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY; HAVE NORMAL GROWTH HABITS; WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE FROM DEFECTS AND INJURIES. C CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL 5. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN VIGOROUS GROWING CONDITION. PROVISION SHALL BE MADE FOR A GROWTH GUARANTEE OF AT LEAST ONE (1) YEAR FROM THE DATE OF ACCEPTANCE FOR TREES AND SHRUBS. REPLACEMENTS SHALL BE MADE AT THE BEGINNING OF THE FIRST SUCCEEDING PLANTING'SEASON. ALL REPLACEMENTS SHALL HAVE A GUARANTEE EQUAL TO THAT STATED ABOVE. 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 PROTECT STOCK NOT PLANTED. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY, AY PLANTS NOT INSTALLED DURING THIS PERIOD WILL BE REJECTED. 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 NURSERY STOCK" AS PUBLISHED BY THE AMERICAN NURSERY & 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 ON PLANTING DETAILS. LARGE PLANTING AREAS TO INCORPORATE FERTILIZER AND SOIL CONDITIONERS AS STATED IN PLANTING SPECIFICATIONS. 9. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES, PLANTS SHALL BE HANDLED FROM THE BOTTOM OF THE BALL ONLY. 10. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUFABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. ALL PLANT MATERIAL SHALL BE SPRAYED WITH 'WILT-PRUr OR EQUAL AS PER MANUFACTURER'S INSTRUCTIONS. 11.NO PLANT EXCEPT GROUND COVERS SHALL BE PLANTED LESS THAN TWO FEET FROM EXISTING STRUCTURES AND SIDEWALKS. 12. SET ALL SLANTS PLUMB AND STRAIGlfT. SET AT SUCH LEVEL THAT, A NORMAL OR NATURAL RELATIONSHIP TO THE CROWN OF THE PLANT WITH THE GROUND SURFACE WILL BE ESTABLISHED. LOCATE PLANT IN THE CENTER OF THE PIT. 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 MAIN THE OF TTRFEESRWILL NOT BE CUT BACK. AND BY NCHES OHOWEVER, MUST BEO SHORTTENED 'THOSE WHICH CROSS, THOSE WHICH RUN PARALLEL ETC, 14.EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE TO PRESERVE NATURAL CHARACTER OF PLANT, PRUNING SHALL BE DONE WITH CLEAN SHARP TOOLS. 15. ALL EXISTING TREES t0 REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES AS A RESULT OF CONSTRUCTION OPERATIONS, ALL EXISTING TREES SHALL BE FERTILIZED WITH A REGULAR GARDEN FERTILIZER 5-10-5 UPON COMPLETION OF WORK. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR TO ENSURE THAT CUTS AR SMOOTH AND STRAIGHT, ANY EXPOSED ROOTS SHALL BE CUT BACK WITH SHARP TOOLS AND FILLED AROUND WITH TOPSOIL. COMPLETELY SATURATE THESE AREAS WITH WATER. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE OF` DAY. CONTRACTOR IS TO PROTECT ALL EXISTING TREES TO REMAIN BY ERECTING TREE PROTECTION FENCE AT THE DRIP LINE, THIS WILL ENSURE NO COMPACTION t THE ROOT MASS. 16.ALL PLANTING BEDS SHALL BE MULCHED WITH 4" LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH. 17. NEW PLANTING AREAS AND SOD SHALL BE ADEQUATELY IRRIGATED OR WATERED TO ESTABLISH THE PROPOSED PLANTS AND LAWN. 18.PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY THE PROPOSED LANDSCAPE AS SHOWN ON THE APPROVED LANDSCAPE PLAN MUST BE INSTALLED, INSPECTED AND APPROVED BY THE MUNICIPAL LANDSCAPE ARNTECT. THE MUNICIPAL ENGINEER AND LANDSCAPE ARCHITECT SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES SHRUBS, VINES OR GROUND COVER AS REQUIRED BY OR ASSOCIATED WITH A SUBDIVISION OR SITE PLAN APPROVAL BY THE PLANNING BOARD OR ZONING BOARD Oi- ADJUSTMENT SHALL BE INSTALLED DURING THE FOLLOWING PLANTING SEASONS: TYPE DATES PLANTS 3/15 TO 12/15 LAWN 3/15 TO 6/15 9/15 TO 12/1 FURTHERMORE THE FOLLOWING TREE VARIETIES SHALL NOT BE PLANTED DURING THE FALL PLANTING SEASON DUE TO THE HAZARDS ASSOCIATED WITH DIGGING THESE TREES IN THIS SEASON. ACER RUBRUM POPULUS VARIETIES BETULA VARIETIES PRUNUS VARIETIES CARPINUS VARIETIES PYRUS VARIETIES CRATAEGUS VARIETIES QUERCUS VARIETIES KOELREUTERIA SALIX WEEPING VARIETIES LIQUIDAMBAR STYRACIFLUA TILIA TOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES PLATANUS ACERFOLIA ANY PLANTINGS INSTALLED IN CONFLICT WITH THIS REQUIREMENT MUST RECEIVE THE WRITTEN APPROVAL BY THE MUNICIPAL ENGINEER OR LANDSCAPE ARCHITECT, PRIOR TO PLANTING. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL REQUIRE THE REMOVAL OF THE PLANTING IN QUESTION. THIS REQUIREMENT DOES NOT APPLY TO SEEDING OR SODDING OR PLANTINGS SPECIFICALLY FOR SOIL STABILIZATION PURPOSES. THE PLANTING ASSOCIATED WITH .ANY LOT GIVEN A CERTIFICATE OF OCCUPANCY OUTSIDE THESE PERIODS SHALL BE PROVIDED DURING THE PREVIOUS OR NEXT APPROPRIATE SEASON. 19. ALL DISTURBED AREAS TO BE TREATED WITH TOPSOIL SEED SOD STABILIZATION METHOD. PLANTING SPECIFICATIONS 1. SCOPE OF WORK A. THIS WORK SHALL CONSIST OF PERFORMING CLEARING AND SOIL PREPARATION, FINISH GRADING PLANTING AND DRAINAGE, INCLUDING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT. 2. MATERIALS A. GENERAL - ALL MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION (D.O.T.) MANUAL OF ROADWAY AND BRIDGE CONSTRUCTION (LATEST EDITION) OR APPROVED EQUAL B. PLANTS - ALL PLANTS SHALL BE HEALTHY R NORMAL GROWTH WELL ROOTED, FREE FROM DISEASE AND INSECTS. C. TOPSOIL - LOAMY SILT, HAVING AN ORGANIC CONTENT NOT LASS THAN 5%, pH RANGE BETWEEN 4.5 - 7, BE FREE OF DEBRIS, ROCKS LARGER THAN TWO INCHES (2°, WOOD ROOTS, VEGETABLE MATTER AND CLAY CLODS. D. MULCH - FOUR (4 INCHES DOUBLE SHREDDED HARDWOOD BARK MULCH. 3. FERTILIZER AND SOIL CU ITIONER - PLANTED AREAS A ORGANIC FERTILIZER - SHALL BE PROCESSED SEWER SLUDGE WITH MINIMAL CONTENT OF 1% NITROGEN AND 2% PHOSPHORIC ACID, EQUAL TO 'NFFROHUMIS'. B. ORGANIC FERTILIZER AND SOIL CONDITIONER - SHALL BE 'GRO- POWER' AND ORGANIC BASE MATERIALS COMPRISED OF DECOMPOSED ANIMAL AND VEGETABLE MATTER AND3 COMPOS EHD1 TO SUPPORT BACTERIAL CAND 15%ULTU ES CONTAINING NO POULTRY OR HUMAN WASTE. GUARANTEED ANALYSIS (5-3-1): NITROGEN 5%. PHOSPHATE4. GENERAL WORK PROCEDURES A. LANDSCAPE WORK SHALL COMMENCE AS SOON AS THOSE PORTIONS OF THE SITE ARE AVAILABLE. CONTRACTOR TO UTILIZE WORKMANLIKE STANDARDS IN PERFORMING BE PROPERLYSTOCKPILEDOR DISPOSED OFF TO BE PAVEED LEFT SHHALLL STATE ESWEPTHCLEAN OF FTHECENDAOFEACHKDAYS WORRBRTS, MATERIALS, AND 5. WEEDING 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 CONTRACTOR'S EXPENSE. 6. TOPSOILING A. CONTRACTOR TO PROVIDE A 4" THICK TOPSOIL LAYER IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER FNSHDANENLIS FCTSUFLLPNFSANY STpNENTRENPLSTORQIRDONQREDNPTT°LEUURIANALYSIS ON-SITEOPOILTIIZEDIINAAEARLA. AWUSTHADUITEVEELSUPPLEMENT TOTAL TREQUIRED. GROWING MEDIUM. 7, SOIL CONDITIONING: 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 CONTRACTOR'S EXPENSE, SPREAD EVENLY IN ALL PLANTING AREAS AND TILL (2 DIRECTIONS) INTO TOP 4° WITH THE FOLLOWING IPER 1,000 SO. FT.: 20 POUNDS 'GRO-POWER' 100 POUNDS AGRICULTURAL GYPSUM 20 POUNDS NITROFORM (COURSE) 38-0-0 BLUE CHIP SOIL MODIFICATIONS: A. THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6 O 12 IN. OF MOST PLANTING SOILS TO IMPROVE THE SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS. COMPOSTEDIFIABLE BARK RECYCLED STRUCTURED AVOID MATERIAL MOSS. pHFHIGPRODUCTSHER THAN SHOULD BE COMPOSTED TO A DARK COLEO'IR AND BE FREE OF PIECES WITH B. MAY BE HEAVY IF CLAY OR AbMDEDET BRIG THEFASAND COLT NTT TOMORECOMPOSTED OFNTHEATOTA&XOIMPROVEYDRAINAGE INNHEAVY SOILS BYM. CPALANIINGON 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 UPTO 30% OF THE 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. SLANTING 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: 1 PART PEAT MOSS BY VOLUME 1 PART COW MANURE BY VOLUME 3 PARTS TOPSOIL BY VOLUME 21 GRAM 'AGRIFORM' PLANTING TABLETS AS FOLLOWS: 2 TABLETS PER 1 CAL. PLANT 3 TABLETS PER 5 GAL. PLANT 4 TABLETS PER 15 GAL PLANT LARGER PLANTS ((2 TWO TABLETS PER 1/2" DIAM. OF TRUNK CALIPER B. PREPARED SOIL SHALL BE TAMPED FIRMY AT BOTTOM OF PIT. FILL PREPARED SOIL AROUND BALL OF PLANT 1/2 WAY, AND INSERT PLANT TABLETS. COMPLETE BACK FILL AND WATER THOROUGHLY. C, ALL PLANTS SHALL BE SET SO THAT, THEY BEAR THE SAME RELATION TO THE REQUIRED GRADE AS THEY BORE TO THE: NATURAL GRADE BEFORE BEING TRANSPLANTED. D. PREPARE RAISED EARTH BASIN AS WIDE AS PLANTING HOLE OF EACH TREE. 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 EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. F. PRUNE ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS TO A MIN. OF 7' BRANCHING HEIGHT. 9. GROUND COVER A. ALL GROUND COVER AREAS SHALL RECEIVE A 1/4' LAYER OF HUMUS RAKED INTO THE TOP I" OF PREPARED SOIL PRIOR TO PLANTING GROUND COVER. B. SPACING AND VARIETY OF GROUND COVER SHALL BE AS SHOWN ON DRAWINGS. C. IMMEDIATELY AFTER PLANTING GROUND COVER CONTRACTOR SHALL THOROUGHLY WATER GROUND COVER. D. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE -EMERGENT BEFORE FINAL LANDSCAPE INSPECTION. GROUND COVER AREAS SHALL BE WEEDED PRIOR TO APPLYING PRE -EMERGENT. PRE -EMERGENT TO BE APPLIED AS PER MANUFACTURER'S RECOMMENDATION. 10. FINISH GRADING A. ALL AREAS WILL BE RECEIVED BY THE CONTRACTOR AT SUBSTANTIALLY PLUS/MINUS .1 FOOT OF FINISH GRADE. B. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE, UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT. SOIL AREAS ADJACENT TO THE BUILDINGS SHALL SLOPE AWAY. C. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER. 11. GUARANTEE A. CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM ACCEPTANCE OF JOB. OWNER TO SECURE: A MAINTENANCE BOND FROM THE CONTRACTOR FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE COMMENCEMENT OF THE GUARANTEE PERIOD AND PASSES A FINAL INSPECTION BY THE OWNER OR OWNERS REPRESENTATIVE. 12. CLEANUP A. UPON THE COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MIATERIS EQUIPMENT AND DEBRIS 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 OWNER'S AUTHORIZED REPRESENTATIVE. B. MAINTAIN TREES, SHRUBS AND OTHER PLANTS BY PRUNING CULTIVATING AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSIMON AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY WITH HERBICIDE AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE, C. MAINTAIN ESTLAWNSISH A BY SMOOTH,RING FERTILIZING IAMJNWEEDIFREG�FMOWINGtI DR MART` AND OTHER OPERATIONS SUCH AS ROLLING, REGRADING AND REPLANTING AS REQUIRED 13, MAINTENANCE (ALTERNATE BID) COST PER MONTH AFTER INITIAL 90-DAY MAINTENANCE PERIOD. PROTECT YOURSELF LANDSCAPING REQUIREMENTS A. STREET TREES SHALL BE PLANTED WITH EVEN SPACING IN A ROW WrrHIN THE PUBLIC STREET RIGHT-OF-WAY OR ADJACENT TO THE PUBLIC STREET RIGHT-OF-WAY IF NOT PERMITTED THEREIN BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION. (§32.7.9.5(1))) B. ONE (1) LARGE STREET TREE SHALL BE REQUIRED FOR EVERY FIFTY (50) FEET OF STREET FRONTAGE, OR PORTION THEREOF, IF TWENTY-FIVE (25) FEET OR MORE. (§32.7.9.5(D)) 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. (§32.7.9.5(D)) / ��YYjj THEREFORE: 396 FT * �1 MEDIUM TREE/40 FT OF FRONTAGE) =1QO kEDIUM U M D. WHEN A PARKING AREA IS LOCATED SO THAT THE PARKED CARS WILL BE VISIBLE FROM AN OFF -SITE STREET, THE AGENT MAY REQUIRE ADDITIONAL PLANTING OF LOW STREET SHRUBS BETWEEN THE STREET AND THE PARKING AREA, SUBJECT TO THE FOLLOWING: (§32.7.9.5(E)) i.SHRUBS SHALL BE A MINIMUM OF TWELVE 12) INCHES IN HEIGHT WHEN PLANTED. H.SHRUBS SHALL BE IN A SINGLE ROW PLA ED FIVE (5) FEET ON CENTER, E. AN AREA OF AT LEAST FIVE (5) PERCENT OF THE PAVED PARKING AND VEHICULAR CIRCULATION AREA SHALL BE LANDSCAPED WITH TREES OR SHRUBS. (§32.7.9.6(A)) F. SHALL BE COUNTED OF SIREARD T MINIMUM AND ASHRUBS REQUIRED AREA FOR SECTIONS PARKING.5(D) A DD3(E) NOR A)SHRUBS PLANTED BETWEEN A PARKING AREA AND A BUILDING ON THE SITE THEREFORE: 89,948 SF X 5,0% = 4,497 SF OF PARKNG LOT tAtDSWN6 AREA 2 7 (NOT INCLUDING THE STREET TREES) 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 PORTION THEREOF, IF FIVE (5) SPACES OR MORE (§32.7.9.6(B)) THEREFORE: 184 PARKING SPACES * (1 LARGE OR MEDIUM SHADE TREE/10 PARKING SPACES) = 19 SHADE TREES WITHIN THE PARING LOT H.EACH SITE SHALL HAVE A TREE CANOPY COVERING THE MINIMUM PERCENTAGE OF THE SITE AS FOLLOWS: iii. IF THE '�%T((O�BEE�DEVVE�LOPED FOR COMMERCIAL OR INDUSTRIAL USES, THE MINIMUM TREE CANOPY IS TEN (10) PERCENT. (§32.7.9.8(A)) TOTAL IiRO W - ?�127 SF I. THE TREE CANOPY REQUIRED SHALL BE COMPOSED OF ALL AREAS OF THE SITE THAT WOULD BE COVERED BY TREES AND OTHER PLANT MATERIALS EXCEEDING FIVE (5) FEET IN HEIGHT AT A MATURITY OF TEN (10) YEARS AFTER PLANTING. (§32.7.9.8(B)) J. FOR THE PURPOSES OF CALCULATING THE AREA OF THE SITE TO DETERMINE THE MINIMUM TREE CANOPY COVERAGE (A), THE AREA OF THE SITE SHALL BE ITS GROSS ACREAGE LESS, AT THE OPTION OF THE DEVELOPER ONE OR MORE OF THE FOLLOWING ON THE SITE: (§32.7.9.8(C)) iv. FARM LAND OR OTHER AREAS DEV(IID OF WOODED AREAS ON JUNE 20, 1990. v. RECREATION AREAS REQUIRED UNDER SECTION 4A6 vi. OPEN SPACE AREAS REQUIRED UNDER SECTION 4.7. vii. LAND DEDICATED TO PUBLIC USE viii. PLAYING FIELDS AND RECREATION AREAS PROVIDED AT SCHOOLS DAY CARE CENTERS, AND OTHER SIMILAR USES. ix. PONDS OR LAKES DETERMINED BY THE AGENT TO BE A DESIRABLE OPEN SPACE AMENITY. 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. xi. OTHER AREAS APPROVED BY THE AGENT UNDER SECTION. K. WHERE EXISTING TREES ARE MAINTAINED, THE AGENT SHALL GRANT A CANOPY BONUS AS FOLLOWS: xii. THE AREA OF CANOPY COVERAGE SHALL BE CALCULATED AT A MATURITY OF TWENTY (20) YEARS AFTER PLANTING; AND xiii. THE AREA CALCULATED IN SUBSECTION (E)(1) SHALL BE MULTIPLIED BY A FACTOR OF 1.25, L LANDSCAPING ALONG THE FRONTAGE OF ENTRANCE CORRIDOR STREETS SHOULD INCLUDE THE FOLLOWING: xiv. LARGE SHADE TREES SHOULD BE PLANTED PARALLEL TO THE ENTRANCE CORRIDOR STREET. SUCH TREES SHOULD BE AT LEAST 3� INCHES CALIPER (MEASURED 6 INCHES ABOVE THE GROUND) AND SHOULD BE OF A PLANT SPECIES COMMON TO THE AREA. SUCH TREES SHOULD BE LOCATED AT LEAST EVERY 35 FEET ON CENTER. THEREFORE: 396 FT * (1 LARGE TREE/35 Fr OF FRONTAGE) = 12 LARGE TREES M xv. FLOWERING ORNAMENTAL TREES OF A SPECIES COMMON TO THE AREA SHOULD BE INTERSPERSED AMONG THE TREES REQUIRED BY THE PRECEDING PARAGRAPH. THE 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 PATTERN. xvi. IN SITUATIONS WHERE APPROPRIATE, A THREE OR FOUR BOARD FENCE OR LOW STONE WALL, TYPICAL OF THE AREA, SHOULD ALIGN THE FRONTAGE OF THE ENTRANCE CORRIDOR STREET. xvii. AN AREA OF SUFFICIENT WIDTH TO ACCOMMODATE THE FOREGOING PLANTINGS AND FENCING SHOULD BE RESERVED PARALLEL TO THE ENTRANCE CORRIDOR STREET, AND EXCLUSIVE OF ROAD RIGHT-OF-WAY AND UTILITY EASEMENTS. M. LARGE TREES SHOULD BE PLANTED PARALLEL TO ALL INTERIOR ROADS. SUCH TREES SHOULD BE AT LEAST 2%Z INCHES CALIPER SIX INCHES ABOVE THE GROUND) AND SHOULD BE OF A PLANT SPECIES COMMON TO THE AREA. SUCH TREES SHOULD BE LOCATED AT LEAST EVERY 40 FEET ON CEO R. N. MEDIUM TREES SHOULD BE PLANTED PARALLEL TO ALL INTERIOR PEDESTRIAN WAYS. SUCH TREES SHOULD BE AT LEAST 2X INCHES CALIPER (MEASURED SIX INCHES ABOVE THE GROUND) AND SHOULD BE OF A SPECIES COMMON TO THE AREA. SUCH TREES SHOULD BE LOCATED AT LEAST EVERY 25 FEET ON CENTER. 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 ONE TREE FOR EVERY 10 PARKING SPACES PROVIDED AND SHOULD BE EVENLY DISTRIBUTED THROUGHOUT THE INTERIOR OF THE PARKING AREA. THEREFORE: 131 PARKING SPACES * (1 TREE/10 PARKING SPACES) = 14 TREES WITHIN THE PAWNG LOT M P. TREES REQUIRED BY THE PRECEDING PARAGRAPH SHOULD MEASURE 2y INCHES CALIPER (MEASURED SIX INCHES ABOVE THE GROUN14D}' SHOULD BE EVENLY SPACED; AND SHOULD BE OF A SPECIES COMMON TO THE AREA, SUCH TREES SHOULD BE PLANTED IN PLANTERS OR MEDIANS SUFFICIENTLY LARGE TO MAIINTAIN THE HEALTH OF THE TREE AND SHALL BE PROTECTED BY CURBING. 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. 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, AND TYPE OF SUCH TREES OR VEGETATION SHOULD BE DETERMINED BY THE LENGTH, HEIGHT, AND BLANKNESS OF SUCH WALLS. S. SHRUBS SHOULD BE USED TO INTEGRATE THE SITE, BUILDINGS AND OTHER STRUCTURES; DUMPSTERS, ACCESSORY BUILDINGS AND STRUCTURES; "DRIVE THRU" WINDOWS; SERVICE AREAS; AND SIGNS. SHRUBS SHOULD MEASURE AT LEAST 24 NCHES IN HEIGHT. 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 PLANTS FOR VIRGINIA LANDSCAPES. 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 HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLATfl." r i ? FEPTIift"iaWNi-V.E75t LANDSCAPE STANDARDS AND GUIDELINES 12 LONGHORN STEAKHOUSE REVISED 04-20-2017 'r- ilVTc,1 '`V Diameter River Rozk (i 1si:d the Wildir- pad) or " ini'ITI irt t of hardv/Dod balls mulch or s� cified (in QUUjirxj platil beds)., Slake size Shall be 6 siZe.h h r than required for size o_� tree, Refar to sitLew orkspecifcatima for approved rnatenals arid, instal a,ti n rellirr�l�len. Cr F,ll soil berrn tru hold Water RS II Fimsherl�de (sae did Marl Top A rootba l iiim 1" abuse finished grade v B E . r ontaire ed (see speo,ifi ations for toot ball requirements - Prepared plant llg sail: as specified., Ro tl l!s re t tl-i 24' diea;r ete shall ale placed on muu,,A of undisturbed sill, to preve Tit saltlin g. Routbalk sliialler (Bail 4" in dial, may sit T: n compacted earth [Al-L Undisturbed subsoil 1. Final tree staking Idetails and placement to be approved by owner.. 2. Remove b"'Idap, Ntiire and stress (anything that could girdle tree or`restti roost grokkh 3. Se,landscape ndtes for the t ape of, rhulch material to Lase. 4. Prune tree as flir ted by !Laridscape ArchlecVor r r}. 5. Branching height to ANSI standards. TREE `PLANTING THE ;,__r AL;E: NTT IRRIGATION NOTE: CONTRACTOR TO PROVIDE AN IRRIGATION DESIGN FOR BOTH LAWN & BED AREAS. DESIGN IS TO BE SUBMITTED TO THE PROJECT LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL, CONTRACTOR TO VERIFY STATIC PRESSURE PRIOR TO DESIGN. CONTRACTOR IS ALSO RESPONSIBLE FOR ANY PRESSURE REDUCING DEVICES REQUIRED TO MEET MAXIMUM PRESSURE REQUIREMENT. SYSTEM DESIGN TO SHOW ALL VALVES, PIPING, HEADS, BACKFLOW PREVENTION, METERS AND CONTROLLERS. All SLEEVES IN PAVEMENT AREAS MUST BE SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFLOW PREVENTION DEVICE INSTALLATION AND PERMITTING. LANDSCAPE STANDARDS AND GUIDELINES ( I I LONGHORN STEAKHOUSE REVISED 04-20-2017 Boulder to be set'/'3' below grader above Place flat side f rock b l r gradeor natural faceteabove r de Laic vE�T=r,�'� 5k-FCJCYi' �,e"i tttCY'�"�aP; 5O fkE- MOAT 6FPA IR2,20: -. ,fFER`C PLANTSCFEDLLE -- Y" fop SPACING PLAN > CALr: NT$ LANDSCAPE STANDARDS AND GUIDELINES 13 LONGHORN STEAKHOUSE REVISED 04-20-2017 shrub rcotballs to be plar high vvith scil mounding Up the top of mothall. GBN When, used in Lasses- prune all 111�SIIIE'LI�l1(: i "-V Diameter I i or Rvck inside the building pad) or Y Minimum of hardwood hard mUoh or n specified irl outlying plant beds). Vljeeci barrier r & pre -emergent herbicide shall fro pl;aCod under all rriulcl ie.d ;aTe E de.%rate entire add specified for groundcover bed. Prepared R,t' as specified. A used ir masses, o0re. r to be aeq soil mix, as Gpecifed, Scarify rootbM sides ard bottorn.. 411h 'ELL LANDSCAPE STANDARDS AND GUIDELINES 10 LONGHORN STEAKHOUSE REVISED 04-20-2017 Rock mulch shill be, %T diameter River Rcck at tr!e tront of t�* building and %3' diameter River Rock at the sides and rear (P) Rock is fush W=th the walk elevaltlbri as show C: i1 ewa k as per > /if specificatium is I Wed barrier & pro -timer enit berbicie Prepal~ oo-ilas per speofitlon,,,. rR i Typical shrub 9") 3uilding Wall 1, (H) Footincg See architectural ral sheet Ensure that 911 aver rock adjamnl In Cne silo all is flush, and level with the elevAlori cf the walk: Sloped ur rounded beds that allow the rack to'roll cntowa*in'q Surfaces are urtadceptable.. tiROCK MULCH INSTALLATION -CAL E, N[Tt LANDSCAPE STANDARDS AND GUIDELINES 4 LONGHORN STEAKHOUSE REVISED 04-20-2017 tTop ofedging to be ab stakeTop �of below i►of edging River r ock se6 pLanting detail S kiff Par hiani.fachirefs Recomiendalons 1. Bed edge shall b& 5" blackt commercial alumirtu rn or steel edging with 12"'spikes at 'IT on:01ahter maximum. 2. Install edging only in areas to:. separate riverrock from, mulch or turf edging shall hobe instalied adjacerit to sidewalks �, E`TL BED EGIU 311 Elm Street Suite 600 Cincinnati OH 45202 513 2413000 www.frch.com ARCHITECTS PROJECT #: 35651.000 JOSEP ONE PROFE TONAL 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 s Drawing PLAN NOTES LANDSCAPE DETAILS