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SDP201800066 Plan - Submittal (First) Final Site Plan and Comps. 2018-08-27
PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE v Know what's below Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM FAW , 0 NAL SITF. PLANS FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com DARDEN, INC. PARCEL ID# 06 1 00-00-00- 13200 SEMINOLE TRAIL (SR 29) & EAST RIO ROAD CITY OF CHARLOTTESVILLE ALBEMARLE COUNTY, VIRGINIA r I.. 0 /:pre AREA MAP 1" = 200' i DYNAMIC ENGINEERING CONSULTANTS, P.C. 1904 MAIN STREET LAKE COMO, NJ 07719 www.DrnnMicEc.coM COVER SHEET C1.1 SURVEY (BY OTHERS) C1.2 GENERAL NOTES/TREE CONSERVATION PLAN C2.1 DEMOLITION 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 UTILITY PROFILES (SAf.ITARY)= C3.2 UTILITY PROFILES (SANITARY) C3.3 LIGHTING PLAN C4.1 LIGHTING PLAN DETAILS C4.2 SOIL EROSION & SEDIMENT CONTROL PLAN C5.1 SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS C5.2 CONSTRUCTION DETAILS C6.1 CONSTRUCTION DETAILS C6.2 CONSTRUCTION DETAILS C6.3 CONSTRUCTION DETAILS C6.4 CONSTRUCTION DETAILS C6.5 CONSTRUCTION DETAILS C6.6 SOIL BORING LOGS C7.1 VEHICLE CIRCULATION PLAN (WB -67) C8.1 VEHICLE CIRCULATION PLAN (REFUSE) C8.2 LANDSCAPE PLAN 11.1 LANDSCAPE PLAN NOTES & DETAILS 1-1.2 ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing COVER SHEET GENERAL NOTES 1, THIS PLAN HAS BEEN PREPARED BASED ON REFERENCES INCLUDING: ALTA NSPS LAND TITLE SURVEY FIRS ORDER, LLC 4383 HECKTOWN ROAD, SUITE B BENTHLEHEM, PA 18020 PROJECT NO. 6262 2. APPLICANT: DARDEN, INC. 1000 DARDERN CENTER DRIVE ORLANDO, FL 32837 3. PARCEL DATA: SEMINOLE TRAIL (SR 29) & FAST RIO ROAD PARCEL ID 06100-00-00-13200 CITY OF C ARLOTTESVILLE ALBEMARLE COUNTY, VIRGINIA 4. ZONE: PLANNED DEVELOPMENT SHOPPING CENTER (PD -SC ZONE) 5. EXISTING USE: PARKING AREA (PERMITTED USE) (§ 18-22.2.1A.2.) 6. PROPOSED USE: EATING ESTABLISHMENT (PERMITTED USE) (§ 18-22.2.113.14) 7, SCHEDULE OF ALBEMARLE COUNTY ZONING REQUIREMENTS (§ 18-4.20) ZONE REQUIREMENT ZONE PD -SC EXISTING PROPOSED MINIMUM LOT AREA [1] 1 AC. 12.56 AC. (546,937 SF) 12.55 AC. (546,937 SF) MINIMUM FRONT YARD SETBACK (BUILDING) [2] 10 FT 529.3 FT 87.1 FT MINIMUM FRONT YARD SETBACK (PARKING) [2] 10 FT 4.7 FT (E) 4.7 FT (E) MINIMUM SIDE YARD SETBACK [3] 5 FT N/A 146.3 FT MAXIMUM BUILDING HEIGHT 40 FT N/A < 40 FT MAXIMUM GROSS FLOOR AREA40,000 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) 72.1% (64,821 SF) [1] LOTS IN VILLAGE/NEIGHBORHOOD CENTERS SHALL HAVE A MINIMUM AREA OF 1 ACRE AND MAXIMUM OF 5 ACRES, IN COMMUNITY CENTERS A MINIMUM AREA OF 5 ACRES AND A MAXIMUM OF 30 ACRES AND IN REGIONAL CENTERS A MINIMUM AREA OF 30 ACRES. (§ 18-25.3) [2] IN COMMERCIAL AND INDUSTRIAL DISTRICTS A MINIMUM SETBACK OF 10 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE 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) THETMAXIMUMHE MSETBACKASHALL NOTCK SHALL A PPLY FEET TO NYOOT ABUTTING AM THE FPRINCIPAL ARTERIAL -WAY OF THE RHI HWAYIOR E(§ 18 OF -4. 01)EWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY. 8. PARKING REQUIREMENTS A. THE MAXIMUM GRADE FOR PARKING SPACES, LOADING SPACES, AND ACCESS AISLES ABUTTING PARKING OR LOADING SPACES SHALL NOT EXCEED FIVE (5) PERCENT IN ANY DIRECTION. 18-4.12.15C. B. THE MINIMUM INTERSECTION SIGH DISTANCE FOR INTERNAL INTERSECTIONS OF ACCESS AISLES, AND PEDESTRIAN WAYS, AND ACCESS AISLES AROUND BUILDINGS SHALL NOT BE LESS THAN ONE HUNDRED (100) FEET. (§ 18A.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 AREA FROM PUBLIC STREET PARKING AREAS SHALL BE DETERMINED BY THE COUNTY ENGINEER AND WILL BE BASED ON THE INTENSITY OF TRAFFIC ON THE SITE. IN 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 PERPENDICULAR 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 (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 (6) FEET. (§ 18-4.12.16E) H. VEHICLE ACCESS AISLES THAT ARE NOT ADJACENT TO PARKING SPACES, SHALL NOT EXCEED A GRADE OF TEN (10) PERCENT. (§ 18-4.12.17A1) I. ENTRANCES TO PARKING AREAS FROM PUBLIC STREETS OR PRIVATE ROADS SHALL PROVIDE AN ADEQUATE LANDING AND/OR GRADE TRANSITION FOR VEHICLE ACCESS AISLES. AS A GUIDELINE, THE APPROACH GRADE SHOULD NOT EXCEED FOUR (4) PERCENT FOR A DISTANCE OF NOT LESS THAN FORTY (40) FEET MEASURED FROM THE EDGE OF THE STREET OR ROAD BEING INTERSECTED. (§ 18-4.12.17B) J. THE MINIMUM TRAVELWAY WIDTH FOR TWO-WAY ACCESS AISLES SHALL BE TWENTY (20) FEET. (§ 18-4.12.17C1) K. WHEN THE CALCULATION OF THE MINIMUM NUMBER OF REQUIRED PARKING SPACES RESULTS IN SOMETHING OTHER THAN A WHOLE NUMBER, THE MINIMUM REQUIRED NUMBER OF PARKING SPACES SHALL BE ROUNDED OFF TO THE CLOSEST WHOLE NUMBER. (§ 18-4.12.4C) L. RESTAURANT SHALL PROVIDE A MINIMUM OF THIRTEEN (13) SPACES PER ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA (§ 18-4.12.6) M. PARKING CALCULATION: (5,465 SF) (13 PARKING PROPOSED SPACES THIN LEASE AREA) = 184 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 4.50 600,001 TO 750,000 4.75 750,001 AND LARGER 5.00 0. PARKING CALCULATION (570,653 SF + 5,465 SF)*(4.5 SPACES/1,000 SF) = 2,593 SPACES TOTAL PROPOSED (SHOPPING CENTER) = 2,974 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 (THEREFRCENT. (§ 18-4.12.4A) 71 SPACES X 1.2 = 85 SPACES TOTAL PROPOSED = 184 SPACES (REQUIRED FOR OVERALL SHOPPING CENTER 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 ANID A LENGTH SUFFICIENT TO ACCOMMODATE THE LARGEST DELIVERY TRUCKS SERVING THE ESTABLISHMENT, BUT IN NO CASE WILL SUCH LENGTH BE LESS THAN TWENTY' -FIVE (25) FEET. (§ 11-1.12.18A. C. LOADING SPA ES 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. (§ 18-4.12.188) D. EACH SITE PLAN THAT DEPICTS A COMMERCIAL OR INDUSTRIAL BUILDING OF FOUR THOUSAND (4,000) GROSS SQUARE FEET OR MORE SHALL (PROVIDE A DUMPSTER PAD THAT DOES NOT IMPEDE ANY REQUIRED PARKING OR LOADING SPACES, NOR ANY PEDESTRIAN OR VEHICULAR CIRCULATION AISLES. (§ 18-4.12.13E. A TRUCK SERVICING THE DUMPSTER WILL REST) ON THE CONCRETE E. THE PAD SHALL EXTEND BEYOND THE FRONT OF EACH DUMPSTER SO THAT THE F((RO)lNT WHEELS OF )l , F. THE IN OSHALLE EHDESIGNEDL THE LSO THATFSTORMWAT STORMWATER NOTRUNTHROUGH,EIGHTANBD DRAINS FEET AWAY FROM, AREA FRONT WHERE DUMDUMPPSTERS(ARE LOCATED IN 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 SPACES OR MORE SHALL BE SCREENED FROM ADJACENT RESIDENTIAL AND RURAL AREAS DISTRICTS., ((§ 18-32.7.9.7A2) C. FEATURES THAT MAY HAVE NEGATIVE VISUAL IMPACTS INCLUDING, BUT NOT LIMITED TO, LOADING AREAS AND REFUSE AREAS; SHALL BE SCREENNEb FROM ADJACENT RESIDENTIAL AND RURAL AREAS DISTRICTS AND PUBLIC STREETS. (§ 18-32.7.9.7A3) D. NO CONSTRUCTION ACTIVITY INCLUDING GRADING OR CLEARING OF VEGETATION SHALL OCCUR CLOSER THAN TWENTY (20) FEET TO ANY RESIDENTIAL OR RURAL AREAS DISTRICT. (§ 18-21.7C.) ADA NOTES ALL SLOPES INDICATED ARE ACTUAL. CONTRACTOR TO REFER TO LATEST ADA GUIDELINES FOR SLOPE LIMITS. AT THE TIME OF PLAN DESIGN, THE SLOPE (LIMITS ARE AS FOLLOWS: SIDEWALKS/ ACCESSIBLE ROUTES RUNNING SLOPE: 1:20 (5%) MAX. (4.5% MAX. FOR NEW CONSTRUCTION) CROSS SLOPE: 1:48 (2.08%) MAX., 1.0% MIN. (1.5% MAX. FOR NEW CONSTRUCTION) INTERSECTION SLOPE: 1:48 (2.08%) MAX. IN ALL DIRECTIONS (1.5% MAX. FOR NEW CONSTRUCTION) - CHANGE IN LEVELS: Ya" MAX. HEIGHT OR Y" MAX. HEIGHT WITH BEVELED EDGE BEVELED EDGE SLOPE OF 1:2 (50%) MAX. - GAPS: N' 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: Ya° MAX. HEIGHT OR Y" MAX. HEIGHT WITH BEVELED EDGE. BEVELED EDGE SLOPE OF 1:2 (50%) MAX. - GAPS: 1/2" MAX. WIDTH ELONGATED OPENINGS SHALL BE PLACED SO LONG DIMENSION IS PERPENDICULAR TO PPATHH OF TRAVEL RAMPS 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 ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE IN ANY STATE 1-11 Knorr wWs below 0811 before you dig FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81l.COM 11. ARE DEVELOPMENT LAYOUT: A. AN ORGANIZED PATTERN OF ROADS, SERVICE LANES, BIKE PATHS, AND PEDESTRIAN WALKS SHOULD GUIDE THE LAYOUT OF THE SITE. B. IN GENERAL, BUILDINGS FRONTING THE ENTRANCE CORRIDOR STREET SHOULD BE PARALLEL TO THE STREET. BUILDING GROUPINGS SHOULD BE ARRANGED TO PARALLEL THE ENTRANCE CORRIDOR STREET. C. OPEN SPACES SHOULD BE TIED INTO SURROUNDING AREAS TO PROVIDE CONTINUITY WITHIN THE ENTRANCE CORRIDOR. D. IF SIGNIFICANT NATURAL FEATURES EXIST ON THE SITE (INCLUDING CREEK VALLEYS, STEEP SLOPES, SIGNIFICANT TREES OR ROCK OUTCROPPINGS), TO THE EXTENT PRACTICAL, THEN SUCH NATURAL FEATURES SHOULD BE REFLECTED IN THE SITE LAYOUT. IF THE PROVISIONS OF SECTION 32.5.6.N OF THE ALBEMARLE COUNTY ZONING ORDINANCE APPLY, THEN IMPROVEMENTS REQUIRED BY THAT SECTION SHOULD BE LOCATED SO AS TO MAXIMIZIE THE USE OF EXISTING FEATURES IN SCREENING SUCH IMPROVEMENTS FROM ENTRANCE CORRIDOR STREETS. E. THE PLACEMENT OF STRUCTURES ON THE SITE SHOULD RESPECT EXISTING VIEWS AND VISTAS ON AND AROUND THE SITE. 12. ARB SITE GRADING: A. SITE GRADING SHOULD MAINTAIN THE BASIC RELATIONSHIP OF THE SITE TO SURROUNDING CONDITIONS BY LIMITING THE USE OF RETAINING WALLS AND BY SHAPING THE TERRAIN THROUGH THE USE OF SMOOTH, ROUNDED LAND FORMS THAT BLEND WITH THE EXISTING TERRAIN. STEEP CUT OR FILL SECTIONS ARE GENERALLY UNACCEPTABLE. PROPOSED CONTOURS ON THE GRADING PLAN SHALL BE ROUNDED WITH A TEN FOOT MINIMUM RADIUS WHERE THEY MEET THE ADJACENT CONDITION. FINAL GRADING SHOULD ACHIEVE A NATURAL, RATHER THAN ENGINEERED, APPEARANCE. RETAINING WALLS 6 FEET IN HEIGHT AND TALLER, WHEN NECESSARY, SHALL BE TERRACED AND PLANTED TO BLEND WITH THE LANDSCAPE. B. NO GRADING, TRENCHING, OR TUNNELING SHOULD OCCUR WITHIN THE DRIP LINE OF ANY TREES OR OTHER EXISTING FEATURES DESIGNATED FOR PRESERVATION IN THE FINAL CERTIFICATE OF APPROPRIATENESS. ADEQUATE TREE PROTECTION FENCING SHOULD BE SHOWN ON, AND COORDINATED THROUGHOUT, THE GRADING, LANDSCAPING AND EROSION AND SEDIMENT CONTROL PLANS. C. AREAS DESIGNATED FOR PRESERVATION IN THE FINAL CERTIFICATE OF APPROPRIATENESS SHOULD BE CLEARLY DELINEATED AND PROTECTED ON THE SITE PRIOR TO ANY GRADING ACTIVITY ON THE SITE. THIS PROTECTION SHOULD REMAIN IN PLACE UNTIL COMPLETION OF THE DEVELOPMENT OF THE SITE. D. PRESERVATION AREAS SHOULD BE PROTECTED FROM STORAGE OR MOVEMENT OF HEAVY EQUIPMENT WITHIN THIS AREA. E. NATURAL DRAINAGE PATTERNS (OR TO THE EXTENT REQUIRED, NEW DRAINAGE PATTERNS) SHOULD BE INCORPORATED INTO THE FINISHED SITE TO THE EXTENT POSSIBLE. 13. THE APPLICANT REQUESTS ANY AND ALL SUBMISSION WAIVERS THAT ARE NOT SPECIFICALLY IDENTIFIED HEREIN. TESTIMONY WILL BE SUPPLIED AT THE PUBLIC HEARING TO SUPPORT SAID SUBMISSION WAIVERS. 14. PRIOR 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 FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN SOILS REPORT & PLANS. 17. SITE CLEARING SHALL INCLUDE THE LOCATION AND REMOVAL OF ALL UNDERGROUND TANKS, PIPES, VALVES, ETC. 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 CONTRA((CTOR))S MUST CARRY STATUTORY WORKERS COMPENSATION, EMPLOYERS LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCEADDITIONAL INCSUREDLANDDTORACTORS MUST HAVE PROVIDE CONTRACTUALEIR CGIL LABI LIABILITY COVERAGENSDUFICIIENT TOSED TO AME NSUREAHIE HOLD HARMNG LESS AND INDEMNITY bBLIGATIONSOASSUMEDSBYS 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 THE 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 SUBCONSULTANTS FROM WTD AGAINST HE ANY TDAMAGESNGABILITIESCLAOR COSTS, INCLUDIOYEES OF REEAESOONTRACT S. ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED 24, NEITHER THE PROFESSIONAL ACTIVITIES OF DYNAMIC ENGINEERING CONSULTANTS, P.C., NOR THE PRESENCE OF DYNAMIC ENGINEERING CONSULTANTS, P.C. OR ITS EMPLOYEES AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NEICESWY FOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT 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 JOBSITE 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 DRAWINGS, PRODUCT DATA, SAMPLES AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER CONDUOD WITHSTREASOONABLEFPROMPTNESS TIONS W HLE ALL SUFFIICIENTETIMOELTO PERMIT IAD QUATETHE REVIEW. REVIEWOFADYNAMIC ECFIICIITEMISHALLNOITWSHALL INDICATEBTHAT 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 ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION OF DYINAMIC 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 SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 26. IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOWING THE COMPLETION OF THE PROJECT, DYNAMIC ENGINEERING CONSULTANTS, P.C. AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THE PROJECT SHALL BE SUBMITTED TO NONBINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREE OTHERWISE. 27. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE 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 PARTIES TO ALL THOSE AGREEMENTS. 28. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND IT SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CONNECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 29. ALL TRAFFIC SIGNS AND STRIPING SHALL FOLLOW THE REQUIREMENTS SPECIFIED IN THE MANUAL ON "UNIFORM TRAFFIC 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 ACKNOWLEDGES HE HAS READ AND UNDERSTOOD THE DESIGN PHASE SOIL PERMEABILITY AND GROUNDWATER TEST RESULTS IN THE STORMWATER MANAGEMENT REPORT AND THAT THE CONTRACTORS RESPONSIBILITIES INCLUDE NECESSARY PROVISIONS TO ACHIEVE THE DESIGN PERMEABILITY IN THE FIELD. 32. CONTRACTOR TO BE ADVISED THAT THE ENGINEER WAS NOT PROVIDED WITH FINAL FLOOR PLAN DRAWINGS FOR THE BUILDING AT THE TIME OF SITE PLAN DESIGN. 33. AS A RESULT, ENTRANCE DOOR LOCATIONS AS DEPICTED HEREON MAY NOT BE FINAL AND MUST BE CONFIRMED WITH THE ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. THE HANDICAP ACCESSIBLE PARKING SPACES AND THE ASSOCIATED RAMPS AND ACCESSIBLE ROUTE MUST COMPLY WITH NJAC 5:23-7 AND THE HANDICAP PARKING SPACES MUST BE LOCATED AS THE NEAREST SPACES TO THE ENTRANCE. CONTRACTOR TO NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. ALBEMARLE COUNTY NOTES GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACURATELY 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 ACCORDANE 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 (HORIZONTALNERTICAL). 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 DISIGNEE, 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. 10.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). EXISTING UTILITY NOTES EXISTING WATER SERVICE NOTE: CONTRACTOR TO LOCATE AND UTILIZE EXISTING WATER SERVICE CONNECTION IF FEASIBLE. OTHERWISE REMOVE EXISTING WATER SERVICE LINE AND C>� MAIN 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 AND CAP A MAIN IN H.W. IN ACCORDANCE WITH THE LOCAL GAS COMPANY REQUIREMENTS. TERMINATION AT THE MAIN MUST BE APPROVED BY THE LOCAL GAS COMPANY PRIOR TO COMPLETION. ANY NEW SERVICE IS TO BE COORDINATED AND VERIFIED FOR LOCATION WITH THE LOCAL GAS COMPANY. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED STREET OPENING PERMITS FOR REMOVAL OF EXISTING SERVICE AND INSTALLATION OF NEW SERVICE. SANITARY SEWER SERVICE NOTE: CONTRACTOR TO LOCATE AND UTILIZE EXISTING SEWER SERVICE CONNECTION IF OF ADEQUATE SIZE AND INTEGRITY AND ACCEPTABLE TO LOCAL SEWER MI Y. OTHERWISE CONTRACTOR TO REMOVE EXISTING SEWER SERVICE LINE AND CAP AT MAIN IN R.O.W. IN ACCORDANCE WITH THE LOCAL SEWER AUTHORITY REQUIREMENTS. TERMINATION AT THE MAIN MUST BE APPROVED BY THE LOCAL SEWER AUTHORITY PRIOR TO COMPLETION. IF EXISTING SEWER SERVICE CAN NOT BE UTILIZED THEN THE NEW SERVICE IS TO BE COORDINATED AND VERIFIED FOR LOCATION WITH THE LOCAL SEWER AUTHORITY. CONTRACTOR SHALL OBTAIN ALL REQUIRED STREET OPENING PERMITS FOR REMOVAL OF EXISTING SERVICE AND INSTALLATION OF NEW SERVICE. DEMOLITION NOTES 1. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN STRICT ADHERENCE TO ALL FEDERAL, STATE AND LOCAL REGULATIONS. 2. PROCEED WITH DEMOLITION IN A SYSTEMATIC MANNER, FROM THE TOP OF THE STRUCTURE(S) TO THE GROUND. 3. COMPLETE DEMOLITION WORK ABOVE EACH FLOOR OR TIER BEFORE DISTURBING ANY OF THE SUPPORTING MEMBERS OF THE LOWER LEVELS. 4. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. 5. REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER THEM TO THE GROUND BY MEANS OF HOISTS, DERRICKS OR OTHER SUITABLE METHODS. 6, BREAK UP CONCRETE SLABS -ON -GRADE, UNLESS OTHERWISE DIRECTED BY OWNER. 7. LOCATE DEMOLITION EQUIPMENT THROUGHOUT THE STRUCTURE AND REMOVE MATERIALS SO AS TO NOT IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING. 8. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING AND SUPPORTS TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURES TO BE DEMOLISHED (AND ADJACENT FACILITIES, IF APPLICABLE). 9. DEMOLISH AND REMOVE ALL FOUNDATION WALLS, FOOTINGS AND OTHER MATERIALS WITHIN THE AREA OF THE DESIGNATED FUTURE BUILDING. ALL OTHER FOUNDATION SYSTEMS, INCLUDING BASEMENTS, SHALL BE DEMOLISHED TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW PROPOSED PAVEMENT OR, BREAK BASEMENT FLOOR SLABS. SEAL ALL OPEN UTILITY LINES WITH CONCRETE. CONTRACTOR TO REVIEW STRUCTURE PRIOR TO DEMOLITION TO DETERMINE IF BASEMENT, CRAWL SPACE OR ANY SUB -STRUCTURE EXISTS, ANY SUB -STRUCTURE, INCLUDING BASEMENTS SHALL BE REMOVED IN ITS ENTIRETY OR AS DIRECTED BY OWNER. 10. ERECT AND MAINTAIN COVERED PASSAGEWAYS IN ORDER TO PROVIDE SAFE PASSAGE FOR PERSONS AROUND THE AREA OF DEMOLITION. CONDUCT ALL DEMOLITION OPERATIONS IN A MANNER THAT WILL PREVENT DAMAGE AND PERSONAL INJURY TO STRUCTURES, ADJACENT BUILDINGS AND ALL PERSONS. 11. REFRAIN FROM USING ANY EXPLOSIVES WITHOUT PRIOR WRITTEN CONSENT OF OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. 12. CONDUCT DEMOLITION SERVICES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT FACILITIES, DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED FACILITIES WITHOUT PRIOR WRITTEN PERMISSION OF OWNER AND ANY APPLICABLE GOVERNMENTAL AUTHORITIES. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRED BY APPLICABLE GOVERNMENTAL REGULATIONS. 13. USE WATERING, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS, AS NECESSARY TO LIMIT THE AMOUNT OF DUST AND DIRT RISING AND SCATTERING IN THE AIR. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. RETURN ALL ADJACENT AREAS TO THE CONDITIONS EXISTING PRIOR TO THE START OF WORK. 14. ACCOMPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE UNAUTHORIZED ENTRY OF PERSONS AT ANY TIME. 15. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE DEMOLITION OF STRUCTURES AND FOUNDATIONS WITH SOIL MATERIALS IN ACCORDANCE WITH THE GEOTECHNICAL REPORT, CONSISTING OF STONE, GRAVEL AND SAND, FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. STONES USED WILL NOT BE LARGER THAN 6 INCHES IN DIMENSION, MATERIAL FROM DEMOLITION MAY NOT BE USED AS FILL. PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTION IN ORDER TO ENSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, TRASH, DEBRIS. PLACE 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 STRUCTURE(S) TO BE DEMOLISHED BEFORE THE COMMENCEMENT OF THE DESIGNATED DEMOLITION. MARK FOR POSITION ALL UTILITY DRAINAGE AND SANITARY LINES AND PROTECT ALL ACTIVE LINES. CLEARLY IDENTIFY BEFORE THE COMMENCEMENT OF DEMOLITION SERVICES THE REQUIRED INTERRUPTION OF ACTIVE SYSTEMS THAT MAY AFFECT OTHER PARTIES, AND NOTIFY 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 UIgUTY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. 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 1 INCH. 7. SEWER MAINS SHALL BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. WHERE THIS IS NOT !POSSIBLE, THE PIPES SHALL BE IN SEPARATE TRENCHES WITH THE SEWER MAIN AT LEAST 18 INCHES BELOW THE WATER MAIN. ALL SEWER MAINS SHALL BE SDR -35 PVC PIPE UNLESS OTHERWISE DESIGNATED. 8. ALL SEWER PIPE INSTALLED WITH LESS THAN 3 FEET OF COVER, GREATER THAN 20 FEET OF COVER OR WITHIN 18 INCHES OF A WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE. ALL DUCTILE IRON SEWER PIPE SHALL BE CEMENT -LINED, CLASS 52 PIPE, FURNISHED WITH 'SEWER COAT, OR APPROVED EQUAL. 9. WHERE SANITARY SEWER LATERALS ARE GREATER THAN 10' DEEP AT CONNECTION TO THE SEWER MAIN, CONCRETE DEEP LATERAL CONNECTIONS ARE TO BE UTILIZED. 10. LOCATION & LAYOUT OF GAS, ELECTRIC & TELECOMMUNICATION UTILITY LINES AND SERVICES SHOWN ON THESE PLANS ARE SCHEMATIC IN NATURE, ACTUAL LOCATION & LAYOUT OF THESE UTILITIES &SERVICES ARE TO BE PER THE APPROPRIATE UTILITY PROVIDER. 11. ROOF LEADER COLLECTION PIPING ARE CONCEPTUAL IN NATURE AND ARE NOT FOR CONSTRUCTION. ACTUAL ROOF LEADER COLLECTION PIPING IS TO BE COORDINATED W/ ARCHITECTURAL PLANS FOR EACH INDIVIDUAL BUILDING. ALL ROOF LEADER COLLECTION PIPING SHALL BE 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 CONCRETE ELLIPTICAL STORM PIPE TO CONFORM TO ASTM C-507, CLASS HE -III, UNLESS OTHERWISE DESIGNATED. REINFORCED CONCRETE STORMWATER PIPE TO BE INSTALLED IN ACCORDANCE WITH AMERICAN CONCRETE PIPE ASSOCIATION INSTALLATION GUIDELINES AND MORTAR OR PREFORMED FLEXIBLE JOINT SEALANTS IN ACCORDANCE WITH ASTM C 990 TO BE UTILIZED TO PROVIDE A SILT TIGHT JOINT. WHERE SPECIFICALLY INDICATED, REINFORCED CONCRETE STORM PIPE JOINTS SHALL BE WATERTIGHT AND CONFORM TO ASTM C-443, 15. HDPE DRAINAGE PIPE SHALL HAVE A SMOOTH WALL INTERIOR WITH ANNULAR EXTERIOR CORRUGATIONS AND CONFORM TO ASTM F23016. SOLID PIPE SHALL HAVE GASKETED WATER -TIGHT JOINTS MEETING THE REQUIREMENTS OF ASTM F2306 AND ASTM D3212. PERFORATED PIPE SHALL HAVE GASKETED SILT -TIGHT JOINTS MEETING THE REQUIREMENTS OF ASTM F2306 AND ASTM F477. HDPE PIPE SHALL BE FROM A MANUFACTURER WHO IS AN EASTERN STATES CONSORTIUM (ESC) QUALIFIED MANUFACTURER OF HDPE PIPE AND INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURE RECOMMENDATIONS. 16. HP DRAINAGE PIPE SHALL HAVE A SMOOTH WALL INTERIOR WITH ANNULAR EXTERIOR CORRUGATIONS AND CONFORM TO ASTM F2736 (12"-30" PIPE) AND ASTM F2881 (36"-60" PIPE). PIPE SHALL HAVE GASKETED WATER -TIGHT JOINTS MEETING THE REQUIREMENTS OF ASTM D3212 AND ASTM F477. FIELD WATERTIGHNESS PERFORMANCE VERIFICATION MAY BE ACCOMPLISHED IN ACCORDANCE WITH ASTM F2487. HP PIPE SHALL BE FROM A MANUFACTURER NVHO IS AN EASTERN STATES CONSORTIUM (ESC) QUALIFIED MANUFACTURER OF HP STORM PIPE AND INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURER RECOMMENDATIONS. 17. PIPE LENGTHS ON THIS PLAN HAVE BEEN MEASURED AS THE DISTANCE BETWEEN THE CENTER POINT OF THE 2 CONNECTED STRUCTURES., ACTUAL PHYSICAL PIPE LENGTH FOR INSTALLATION IS EXPECTED TO BE LESS AND SHOULD BE ACCOUNTED FOR BY THE CONTRACTOR ACCORDINGLY. GRADING 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 REPORT 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 CONSTRUCTION. CONTRACTOR TO ENSURE 0. BSA - 75% MIN. SLOPE AGAINST ALL ISLAND GUTTERS, CUR AND 1.0% ON ALL CONCRETE SURFACES, AND 1 1/2% MIN, ON ASPHALT, TO PREVENT PONDING. ANY DISCREPANCIES THAT MAY EFFECT THE PUBLIC SAFETY OR PROJECT COST, MUST BE IDENTIFIED TO THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION WITH DESIGN DISCREPANCIES IS DONE SO AT THE CONTRACTOR'S OWN RISK. 3. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MIN. OF 0.75% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION. 4. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED TO 95% OPTIMUM DENSITY (AS DETERMINED BY MODIFIED PROCTOR METHOD). 5. REFER TO SITE PLAN FOR ADDITIONAL NOTES. 6. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERCEDE IN ALL CASES. CONTRACTOR MUST NOTIFY ENGINEER OF RECORD OF ANY CONFLICT IMMEDIATELY. 7. MAXIMUM CROSS SLOPE OF 2% ON ALL SIDEWALKS. 8. CONTRACTOR TO ENSURE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS IN ADA PARKING SPACES AND ADA ACCESS AISLES. CONTRACTOR TO ENSURE A MAXIMUM OF 5% RUNNING SLOPE AND 2% CROSS SLOPE ALONG ALL OTHER PORTIONS OF ACCESSIBLE ROUTE, WITH THE EXCEPTION OF !RAMPS AND CURB RAMPS. CONTRACTOR SHALL CLARIFY ANY QUESTIONS CONCERNING CONSTRUCTION IN ADA AREAS WITH THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. 9. THE OWNER SHALL RETAIN DYNAMIC EARTH, LLC (908-879-7095) OR ALTERNATE QUALIFIED GEOTECHNICAL ENGINEER TO TEST SOIL PERMEABILITY AND PROVIDE CONSTRUCTION PHASE INSPECTIONS OF THE BASIN BOTTOM SOILS AND ANY FILL MATERIALS WITHIN ANY PROPOSED INFILTRATION OR RETENTION BASIN TO COMPARE RESULTS TO DESIGN CRITERIA. 10. CONTRACTOR IS TO REMOVE EXISTING UNSUITABLE OR OVERLY COMPACT SOIL OR ROCK AS NEEDED TO ACHIEVE REQUIRED PERMEABILITY AS DIRECTED BY THE OWNERS GEOTECHNICAL ENGINEER, AND NEW FILL, IF NEEDED, SHALL HAVE AN IN PLACE PERMEABILITY GREATER THAN OR EQUAL. TO THE DESIGN CRITERIA. 11. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE OWNER'S GEOTECHNICAL ENGINEER PRIOR TO ONSET OF CONSTRUCTION TO SUBMIT AND CONFIRM THE CONTRACTOR'S PROPOSED MEANS AND MATERIALS AND TO SCHEDULE INSPECTIONS FOR BOTTOM OF BASIN, REMOVAL OF UNSUITABLE SOIL, FILL PLACEMENT, AND FINAL BASIN PERMEABILITY TESTING. 12, THE CONTRACTOR IS RESPONSIBLE FOR AS -BUILT PLANS AND GRADE CONTROL UNLESS DEFINED OTHERWISE ELSEWHERE IN THE CONTRACT IDOCUMENTS. FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www,frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID CHARLOTTESVILLE VA Drawing GENERAL NOTES C2.1 I INLET STORM MH t 2ND STORY BUILDING O (ABOVE DRIVE-THRU) �?k ,ERHAN_Q-� GOR ShoRM MH UMH URB f CONC. 00 CONIC aw UMH STEPS low couc MWIMIN—_`III0W♦ % f`43" E 316.18'go "D INLET S 4M . . . ......................... dw am 77—7, 6" 7, I /'l, am do 771,-7 a, dw /1, II I A I JAI I,V I't 'r I �/ /(i I // �26,, .. " �--� — ,;:; , '' ! 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SIGN APPROX. LOCATIO ^0 V9OT ICTRAEFFIC CONI NTI? STORM MH NG 0101IRF,89 DEVEASE PER D.B. 1314, PG. 48 D.B. 4594, PG. 65 STORM MH N 31-0 13:,�"._ ' 7 W 94.00, STORM MH STORM MH I LIMITS OF DISTURBANCE I DEMOLITION PLAN LEGEND M M � - PROPOSED LIMIT OF DISTURBANCE LINE — TPF — TPF PROPOSED TREE PROTECTION FENCE - an 49'16'58- W 242-02Ii EXISTING IMPROVEMENTS TO BE REMOVED UNLESS OTHERWISE NOTED EXISTING ASPHALT PAVEMENT TO BE MILLED & OVERLAY AS NECESSARY GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 INCH = 20 FT. Of= INSET A FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION 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 ASPHALT PAVEMENT; It J ,111 it L ---t1. I A -rtit I I . .. ..... ... L --- kt I, j ------------- I 17 it, -t5 --T 7 7,q J, --T T It STORM MH IN , V (b)7W481.74 0 (T0,8E'54MOVED) ,R HELD" 5 E MH B1 E EX. TREE TO REMAIN (TYP.) F (TO REMAIN) v (SIGN TO RE AIN) 7' TEMP CONSTRUCTION EASEMENT FOR ENTRANCE PER D.B. 4679, PG. 554 TO REMAIN _V_ ..... ........ ...... ... ... ... STOP . ... . ... . ... SIGN APPROX. LOCATIO ^0 V9OT ICTRAEFFIC CONI NTI? STORM MH NG 0101IRF,89 DEVEASE PER D.B. 1314, PG. 48 D.B. 4594, PG. 65 STORM MH N 31-0 13:,�"._ ' 7 W 94.00, STORM MH STORM MH I LIMITS OF DISTURBANCE I DEMOLITION PLAN LEGEND M M � - PROPOSED LIMIT OF DISTURBANCE LINE — TPF — TPF PROPOSED TREE PROTECTION FENCE - an 49'16'58- W 242-02Ii EXISTING IMPROVEMENTS TO BE REMOVED UNLESS OTHERWISE NOTED EXISTING ASPHALT PAVEMENT TO BE MILLED & OVERLAY AS NECESSARY GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 INCH = 20 FT. Of= INSET A FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION 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 FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 "V --PARCEL ID: 06100-00-00-13200 LH9 L, PO��€JTYPE 0 1 GRT: 489.00 1 G 493 z ' z LANDS F 1 ..... 5y465 S 0J INV IN 8 484.93 N� v, TC. 492.57 y, — ,. „ m492.07 F\ FF: 493 00� _� INV OUT (8'�: 484.93 +� D.B. 726 —f! . 1908 ,1 CV ASSOCIATES ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON 1— """ "" PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE DEVICE EASEMENT �b INV. (OU RIM=479.51 PER D.B. 1314, PG. 48 „• 0 I N INV. (a) = 473.29 �/ ,. D.B. 4594, PG. 65 INV. (b) = 472.81N 31 " 170 'Q1' STORM MH 13 w 94.Op, a= .... , INV (an=74.1 Know wbar: below, V (b) = 4 .25 N STDRM MH ' Call before you d¢ STORM MN RIM=478.47 / A=77.32' FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: =t N 54'40'23" W WWW.CALL81l.COM ` RIM=478.05 1 r _ / R=188.24 t TRASH ENCLOSURE INSET SCALE: 1" = 10' GRADING/UTILITY GRAPHIC LEGEND PROPERTY LINE (PARCEL IN QUESTION) — — — OFF-SITE PROPERTY LINES c c GRAPHIC SCALE -20 0 10 20 40 ( IN FEET ) 1 INCH = 20 FT. Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing GRADING PLAN 80 C2,4 EXIST. CABLE LINE EXIST. SPOT ELEVATIONS G: 000.00 PROP. GRADE SPOT ELEV. C PROP, CABLE LINE EXIST. GUTTER ELEV. TC: 000.00 — E — — E EXIST, ELECTRIC LINE r ;,; EXIST. TOP OF CURB ELEV. G: 000.00 PROP. TOP OF CURB & FINISHED GRADE ELEV. E E PROP. ELECTRIC LINE EXIST. FINISH FLOOR ELEV. FF: 000.00 PROP. FINISHED FLOOR ELEV. — FU FO EXIST. FIBER OPTIC LINE n.... EXIST. GARAGE FLOOR ELEV, PROP. TOP OF WALL & FINISHED GRADE @ LOW SIDE FO PROP, FIBER OPTIC LINE � EXIST. FIRE HYDRANT TW: 000.00 D OF WALL (ACTUAL BOTTOM OF WALL FOOTING TO W GL: 000.00 BE ESTABLISHED BY WALL DESIGNER) —FUEL— —FUEL- EXIST. FUEL LINE M EXIST. WATER VALVE FUEL PROP. FUEL LINE N EXIST. GAS VALVE TC: 000.00 PROP. TOP OF EXTENDED CURB, (GH) FINISHED GRADE — — — — OH OH EXIST. OVERHEAD WIRES o EXIST. GAS METER GH: 000.00 GL: 000.00 @ HIGH SIDE OF EXTENDED CURB & GL) FINISHED GRADE @LOW SIDE OF EXTENDED CAP OH PROP. OVERHEAD WIRES o EXIST. ELECTRIC METER T T — EXIST. TELEPHONE LINE E0 EXIST. ELECTRIC BOX PROP. DIRECTION OF DRAINAGE FLOW ARROW T T PROP. TELEPHONE LINE o01 EXIST. CLEAN OUT UGET UGET EXIST. UNDERGROUND ELEC./TELE. SERVICE OO EXIST. WELL IV M PROP. WATER VALVE (NC). &SIZE OF CONDUITS NOT DEFINED) goo EXIST. WATER SHUT OFF VALVE ov PROP. GAS VALVE UGET PROP. UNDERGROUND ELEC./TELE. SERVICE TEL EXIST. TELEPHONE BOX (NO. & SIZE OF CONDUITS NOT DEFINED) ® EXIST. CABLE TV BOX W_ — w EXIST. WATER LINE EXIST. UTILITY POLE ::;,r::a PROP. STORM CLEANOUT W PROP. WATER LINE EXIST. GUY WIRE Q,•,,,, PROP. SANITARY CLEANOUT — —S — — s — — OR EXIST. SANITARY SEWER LINE EXIST. LIGHT POLE i s i EXIST. BUILDING LIGHT 5 S EXIST. SHOE BOX LIGHT PROP. AREA LIGHT OR PROP. SANITARY SEWER LINE EXIST. COBRA LIGHT POLE PROP. OUTLET CONTROL STRUCTURE _ EXIIST. STORM DRAIN LINE ItME PROP. STORM DRAIN LINE EXIST. TRAFFIC SIGNAL POLE O PROP, DRAINAGE MANHOLE „ _ _ EXIIST. MINOR CONTOUR &ELEVATION 0 EXIST. MANHOLE O PROP. SANITARY SEWER MANHOLE --/o-___,�� EXIIST. MAJOR CONTOUR & ELEVATION 0 EXIST. "A" INLET PROP. 'A' INLET Im EXIST. "B" INLET PROP. 'B' INLET XX PROP. FINISH GRADE CONTOUR & ELEVATION EXIST. "E" INLET PROP. 'E' INLET MW EXIST. MONITORING WELL D EXIST. YARD INLET �® PROP. YARD INLET �-1 EXIST. FLARED END SECTION -6� APPROX. TEST PIT LOCATION 4_� EXIST. HEADWALL ® PROP. FLARED END SECTION PROP. HEADWALL GRAPHIC SCALE -20 0 10 20 40 ( IN FEET ) 1 INCH = 20 FT. Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing GRADING PLAN 80 C2,4 0 0 o I I I al 6" HDPE 43 LF 1.00% SL. STM SEN I PROP. DROP INLET STORM STR. #1 1 PROP. DROP INLET GRT: 492.01 INV IN (6"): 489.01 STORM STR. #2 INV OUT (15"):489.01 GRT: 492.00 INV IN (15' : 488.58 INV IN (6"): 488.58 INV OUT (18'x:488.58 15" RCP 84 LF 0 0.50% SL. STM SEWER \ o \ ` \ \ S i \ `% \ \ A=105.53' R=155.75' A=38'49'1 7" / CHB=N 66'18'37" E CHD=103.52' ELECTRIC PER \ R= •00� MARKOUT =44'59'47" 1 CHB=S 71'46'51" E 1 \ \ \ V � CHD=34.44 - SAWCUT LINE (nP•)Y V CONTRACTOF OF WATER �.. PROP. STORM C/O 1 INV IN (6"): 489.43 INV IN (6"): 489.43 ♦ INV OUT (6"): 489.43 6" HDPE 26 LF 1.00% SL. STM SEWER 4" SDR -26 PVC 25 LF ° d SAN. SEWER 0 MIN. 2.08% SL. VDOT TEMPORARY CONSTRUCTION EASEMENT PER D.B. 4594, PG. 065 UTILITY FACILITY EASEMENT AND CENTRAL TELEPHONE COMPANY OF VIRGINIA CENTURYLINK D.B. 14594 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 Know whds below C811 before you 4 FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM IN 1 0 STORM MH oIRIM=481.36 1 INV (a) = 4 .361 1 INV (b) = 47 8, 1 0 i RM STR. #3 488.85 488.35 487.35 IN (18"): 482.39 OUT (181:482.39 RM STR. #4 489.26 488.76 BC: 487.83 INV IN (18"): 481.99 � INV OUT (18"):481.74 18" RCP 33 LF ® �,��� P D - - ,' 1.20% SL. STM SEWER s 18" RCP 19 LF 0 19.71 % SL. STM SEWEIR O� PROP. INLINE CDS CONTECH MTD GRT: 483.00 INV IN (18"): 478.06 INV OUT (18"):478.06 G� 18 RCP 16 LF 0 19.71% SL. STM SEWER 9� \ 1 RIM=479.44 INV. (a) = 474.97 PROP. INV. (181: 474.97 APPROX. LOCAR VOOT TRAFFIC CONTR / RIM=47 .39 QST M MH DEVICE EASEMENT / INV. (OU 11 j17 RIM=479.51 PER D.B. 1314, PG. 48 � ° � �.• D.B. 4594, PG. 65 INV. (a) = 473.29 o� STORM MH �� INV. (b) = 472.81 4 66 INV (a) = 474.1 �N�y �N Size 0o V b = 4 .25 �ATFR/ � STORM MH () ' RIM=478.47 STORM MH " RIM= 478.05 ' N 54'40 23 W � UNKNOWN MATERIAL INV. (a) = 473.06 45.32' UNKNOWN INV (b) = 47J,02 STORM MH/ 0 1 RIlv1�77.95 =i O PROP. STORM C/O / PROP INV. (6"): 490.21: G fi 1 y PROP. SAN. C/0 Q 6" HDPE 25 LF of 18" RCP 177 LF ® d o 4 SDR -26 PVC 19 LF iolae 1.00% SL STM SEWER 3.50% SL. STM SEWER d 4 4" SDR -26 PVC 39 LF b"Wt�� 6" HDPE 27 LF 4 a a d PROP. SAN. C/O GET 1.00% SL STM SEWER 1 0 4" SDR -26 PVC 3 LF '• PROP. INV. (6"): 488.50 ' 4" SDR -26 PVC 7 LF �'°1`8 . -� 1 PROP. 1,500 GAL GREASE TRAP Q `° 6" SDR -26 PVC 2 LF ' GRT: 485.00 o°' SAN. SEWER � MIN. 1.04% SL. 1 1 INV OUT (15"):481.82 �iseeev a I°PROP. BE ESTABLISHED BY WALL DESIGNER) \\ SAN. C/0 �0 1 °i EXIST. WATER VALVE INV (6"): 488.47 1 I 0 PROP. FUEL LINE RIM=484.57 a 6" SDR -26 PVC 50 00 INV (a) = 480.57 PROP. TOP OF EXTENDED CURB, (GH) FINISHED GRADE - - off off - - as SAN. SEWER 0 MIN. 1.04% IN 1 0 STORM MH oIRIM=481.36 1 INV (a) = 4 .361 1 INV (b) = 47 8, 1 0 i RM STR. #3 488.85 488.35 487.35 IN (18"): 482.39 OUT (181:482.39 RM STR. #4 489.26 488.76 BC: 487.83 INV IN (18"): 481.99 � INV OUT (18"):481.74 18" RCP 33 LF ® �,��� P D - - ,' 1.20% SL. STM SEWER s 18" RCP 19 LF 0 19.71 % SL. STM SEWEIR O� PROP. INLINE CDS CONTECH MTD GRT: 483.00 INV IN (18"): 478.06 INV OUT (18"):478.06 G� 18 RCP 16 LF 0 19.71% SL. STM SEWER 9� \ 1 RIM=479.44 INV. (a) = 474.97 PROP. INV. (181: 474.97 APPROX. LOCAR VOOT TRAFFIC CONTR / RIM=47 .39 QST M MH DEVICE EASEMENT / INV. (OU 11 j17 RIM=479.51 PER D.B. 1314, PG. 48 � ° � �.• D.B. 4594, PG. 65 INV. (a) = 473.29 o� STORM MH �� INV. (b) = 472.81 4 66 INV (a) = 474.1 �N�y �N Size 0o V b = 4 .25 �ATFR/ � STORM MH () ' RIM=478.47 STORM MH " RIM= 478.05 ' N 54'40 23 W � UNKNOWN MATERIAL INV. (a) = 473.06 45.32' UNKNOWN INV (b) = 47J,02 STORM MH/ 0 1 RIlv1�77.95 =i O 1 PROP. WATER VAULT (TO BE COORDINATED WITH PROP. 6" DIP SERVICE \ PROP. WATER VI ° THE WATER PROVIDER) \ \ 6"WL -- 6"W 1----- 6"WL G 6"WL 6"WL 6 WL \ \ APPROX. LOCAT70N � I 10' VEPCO EASEMENT \ D.B. 1690 PG. 651 aI 1 G \/K I \ \ / I / a i CONTRACTOR TO CONFIRM LOCATION OF ELECTRICAL CONNECTION PRIOR \ I TO CONSTRUCTION. � I \ / �I \ \ BENCHMARK �( I MAG NAIL VV I ELEV. = 491.23 I II uv�� � I PROP. 4'0 SAN. MH ._ uGET SAN STR. #25 0GE1 �"� PARCEL ID: 06100-00-00-13200 GRT: 489.00 INV IN (8"): 484.93 LANDS N/F INV OUT (4 ): X87.24 f INV OUT (81: 484.93 CV ASSOCIATES a 4" SDR -26 PVC 23 LF G ET SAN. SEWER 0 MIN. 2.08% SL I O I I 8"S___ " I a a gS 8 S- 8• s s S 8" SDR -26 PVC 83 LF �• SEWER 0 MIN. 0.35% SL PROP. SAN. C/O ° I INV IN (4"): 486.76 INV IN (6"): 487.95 / a INV OUT (8'x: 485.23 PROP. STORM C/0 INV (6"): 489.94 1 i ° al I Q a I d n I O O IE TEMP. CONSTRUCTION EASEMENT FOR ENTRANCE PER D.B. 4679, PG. 554 A=77.32' R=188.24' A=23'32'08" CHB=N 4747'17" W CHD=76.78' L 0 N 3101'13" W 94 00, • RM STR. #11 488.50 488.00 OUT (151:482.49 PROP. STORM C/O / INV (6'x: 489.69 G: 000.00 PROP. SAN. C/0 Q INV (4'): 488.08 3 ^ QO " d o 4 SDR -26 PVC 19 LF TC: 000.00 SAN. SEWER 0 MIN. 2.08% SL a X1 d 4 4" SDR -26 PVC 39 LF b"Wt�� SAN. SEWER 0 MIN. 4 a a d PROP. SAN. C/O GET INV (4'x: 487.69 0° ° X2 4" SDR -26 PVC 3 LF FF: 000.00 SAN. SEWER ® MIN. 2.08% SL a 4;, 4" SDR -26 PVC 7 LF "S ---X3 " m r0-1 SAN. SEWER -0 MIN. 2.08% SL. -� 1 PROP. 1,500 GAL GREASE TRAP Q `° 1_®J INV IN (4"): 487.49 v GRT: 485.00 1 PROP. WATER VAULT (TO BE COORDINATED WITH PROP. 6" DIP SERVICE \ PROP. WATER VI ° THE WATER PROVIDER) \ \ 6"WL -- 6"W 1----- 6"WL G 6"WL 6"WL 6 WL \ \ APPROX. LOCAT70N � I 10' VEPCO EASEMENT \ D.B. 1690 PG. 651 aI 1 G \/K I \ \ / I / a i CONTRACTOR TO CONFIRM LOCATION OF ELECTRICAL CONNECTION PRIOR \ I TO CONSTRUCTION. � I \ / �I \ \ BENCHMARK �( I MAG NAIL VV I ELEV. = 491.23 I II uv�� � I PROP. 4'0 SAN. MH ._ uGET SAN STR. #25 0GE1 �"� PARCEL ID: 06100-00-00-13200 GRT: 489.00 INV IN (8"): 484.93 LANDS N/F INV OUT (4 ): X87.24 f INV OUT (81: 484.93 CV ASSOCIATES a 4" SDR -26 PVC 23 LF G ET SAN. SEWER 0 MIN. 2.08% SL I O I I 8"S___ " I a a gS 8 S- 8• s s S 8" SDR -26 PVC 83 LF �• SEWER 0 MIN. 0.35% SL PROP. SAN. C/O ° I INV IN (4"): 486.76 INV IN (6"): 487.95 / a INV OUT (8'x: 485.23 PROP. STORM C/0 INV (6"): 489.94 1 i ° al I Q a I d n I O O IE TEMP. CONSTRUCTION EASEMENT FOR ENTRANCE PER D.B. 4679, PG. 554 A=77.32' R=188.24' A=23'32'08" CHB=N 4747'17" W CHD=76.78' L 0 N 3101'13" W 94 00, • RM STR. #11 488.50 488.00 OUT (151:482.49 °° a INV. (b) = 480.47 3 \\ POO D R 19nR PG 796 I I 18 APPROXIMATE LOCATION I 15' WATER LINE EASEMENT IPER D.B. 729, PG. 677 I I I CONTRACTOR TO CONFIRM LOCATION OF GAS CONNECTION PRIOR - TO CONSTRUCTION. EX. GAS MAIN LOCATED WITHIN EAST RIO ROAD, PER CHARLOTTESVILLE UTILITY MAPPING I I I l ;ONFIRM LOCATION I IECTION PRIOR TO 1 I CONSTRUCTION. I -_e-- 6"WL GRADING/UTILITY GRAPHIC LEGEND PROPERTY LINE (PARCEL IN QUESTION) - - - OFF-SITE PROPERTY LINES EXIST. CABLE LINE / PROP. CURB DROP INLET G: 000.00 STORM STR. #12 Q TC: 487.30 3 ^ QO " GRT: 486.80 TC: 000.00 INV IN (15'x: 482.12 - E - - E - - INV OUT (15"):482.12 I 15" RCP 12 LF I 1.15% SL STM SEWER / f i PROP. INLINE CDS CONTECH MTD FF: 000.00 GRT: 485.90 - - Fo - Fo - INV IN (15"): 481.98 , INV OUT (15'x:481.98 PROP. 4'0 STORM MH FO STORM STR. #38 v GRT: 485.00 �\ INV IN (151: 481.82 INV OUT (15"):481.82 15" RCP 14 LF \1.15% SL STM SEWER BE ESTABLISHED BY WALL DESIGNER) \\ EXIST. FUEL LINE EXIST. WATER VALVE \\ o STORM MH PROP. FUEL LINE RIM=484.57 EXIST. GAS VALVE 00 INV (a) = 480.57 °° a INV. (b) = 480.47 3 \\ POO D R 19nR PG 796 I I 18 APPROXIMATE LOCATION I 15' WATER LINE EASEMENT IPER D.B. 729, PG. 677 I I I CONTRACTOR TO CONFIRM LOCATION OF GAS CONNECTION PRIOR - TO CONSTRUCTION. EX. GAS MAIN LOCATED WITHIN EAST RIO ROAD, PER CHARLOTTESVILLE UTILITY MAPPING I I I l ;ONFIRM LOCATION I IECTION PRIOR TO 1 I CONSTRUCTION. I -_e-- 6"WL GRADING/UTILITY GRAPHIC LEGEND PROPERTY LINE (PARCEL IN QUESTION) - - - OFF-SITE PROPERTY LINES MATC14LINE -" - N 49' 1658" W 242 -20 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 INCH = 20 FT. PIPE CROSSING X1 6" HDPE PIPE: BOP: 489.57 4" PVC PIPE: TOP: 488.67 SEPARATION: 0.90' (CONCRETE ENCASEMENT) PIPE CROSSING X2 6" HDPE PIPE: BOP: 489.76 4" PVC PIPE: TOP: 488.28 SEPARATION: 1.48' (CONCRETE ENCASEMENT) PIPE CROSSING X3 6" HDPE PIPE: BOP: 489.79 3" PVC PIPE: TOP: 488.19 SEPARATION: 1.59' :1 FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing DRAINAGE & UTILITY PLAN A 2,5 EXIST. CABLE LINE f EXIST. SPOT ELEVATIONS G: 000.00 PROP. GRADE SPOT ELEV. PROP. CABLE LINE EXIST, GUTTER ELEV, TC: 000.00 - E - - E - - EXIST. ELECTRIC LINE EXIST. TOP OF CURB ELEV. G: 000.00 PROP. TOP OF CURB & FINISHED GRADE ELEV. E E PROP. ELECTRIC LINE EXIST. FINISH FLOOR ELEV. FF: 000.00 PROP. FINISHED FLOOR ELEV. - - Fo - Fo - EXIST. FIBER OPTIC LINE.EXIST. , GARAGE FLOOR ELEV. PROP. TOP OF WALL &FINISHED GRADE @LOW SIDE FO PROP. FIBER OPTIC LINE v EXIST. FIRE HYDRANT TW: 00000 OF WALL (ACTUAL BOTTOM OF WALL FOOTING TO WV GL: 000.00 BE ESTABLISHED BY WALL DESIGNER) FUEL FUEL - EXIST. FUEL LINE EXIST. WATER VALVE FUEL PROP. FUEL LINE EXIST. GAS VALVE TC: 000.00 PROP. TOP OF EXTENDED CURB, (GH) FINISHED GRADE - - off off - - EXIST. OVERHEAD WIRES co EXIST. GAS METER GH: 000.00 @HIGH SIDE OF EXTENDED CURB & (GL) FINISHED GL: 000.00 GRADE @ LOW SIDE OF EXTENDED CUIRtB OH PROP. OVERHEAD WIRES Ey EXIST. ELECTRIC METER T- T - EXIST. TELEPHONE LINE EoX EXIST. ELECTRIC BOX -'t.-- PROP. DIRECTION OF DRAINAGE FLOW ARROW T T PROP. TELEPHONE LINE o01 EXIST. CLEAN OUT - UGET UGET EXIST. UNDERGROUND ELEC./TELE. SERVICE OO EXIST. WELL 004 PROP. WATER VALVE (N0. &SIZE OF CONDUITS NOT DEFINED) woo GV EXIST. WATER SHUT OFF VALVE PROP. GAS VALVE UGET PROP. UNDERGROUND ELEC./TELE. SERVICE TEL EXIST. TELEPHONE BOX (N0. &SIZE OF CONDUITS NOT DEFINED) ® EXIST. CABLE TV BOX W - w EXIST. WATER LINE EXIST. UTILITY POLE PROP. STORM CLEANOUT W PROP. WATER LINE EXIST. GUY WIRE Q _Hr , , PROP. SANITARY CLEANOUT oR EXIST. SANITARY SEWER LINE EXIST. LIGHT POLE 5z� EXIST. BUILDING LIGHT S s- �0 EXIST. SHOE BOX LIGHT PROP. AREA LIGHT OR PROP. SANITARY SEWER LINE EXIST. COBRA LIGHT POLE PROP. OUTLET CONTROL STRUCTURE - = EXIST. STORM DRAIN LINE PROP. STORM DRAIN LINE EXIST. TRAFFIC SIGNAL POLE O PROP. DRAINAGE MANHOLE - ' EXIST. M11NOR CONTOUR &ELEVATION (0 EXIST. MANHOLE O PROP. SANITARY SEWER MANHOLE EXIST. WAJOR CONTOUR & ELEVATION 0 EXIST. "A" INLET Ell PROP. 'A' INLET EXIST. "B" INLET PROP. 'B' INLET XX PROP. FINISH GRADE CONTOUR & ELEVATION B EXIST. "E" INLET PROP. 'E' INLET Mw EXIST. WONITORING WELL EXIST. YARD INLET ❑® PROP. YARD INLET EXIST, FLARED END SECTION APPROX. TEST PIT LOCATION G� EXIST. HEADWALL PROP, FLARED END SECTION r` PROP. HEADWALL MATC14LINE -" - N 49' 1658" W 242 -20 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 INCH = 20 FT. PIPE CROSSING X1 6" HDPE PIPE: BOP: 489.57 4" PVC PIPE: TOP: 488.67 SEPARATION: 0.90' (CONCRETE ENCASEMENT) PIPE CROSSING X2 6" HDPE PIPE: BOP: 489.76 4" PVC PIPE: TOP: 488.28 SEPARATION: 1.48' (CONCRETE ENCASEMENT) PIPE CROSSING X3 6" HDPE PIPE: BOP: 489.79 3" PVC PIPE: TOP: 488.19 SEPARATION: 1.59' :1 FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing DRAINAGE & UTILITY PLAN A 2,5 z O W PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know whaftbelow Call before you 4 FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM 490.00 485.00 480.00 475.00 470.00 i Z O ®3 ,, N , PROP. GROUND I = O N i O 00 N 00 n- 0606 N �, „�, "..........� r r�-CO C14. pppp pppp d d d C14p pp d I� ,,,, J N _17! Q n _ L� t/9 Mi.W,�-� I im cm C14 y 5 I O _Z V U Uj= in I �\ CL -i Ci "I ....... ,S I i { EX. GROUND 0 a.. _ --.- m . . .............. _ -- -_ ..... _ ..... _.. _`_.� _:.. I -- --- I ---- . �o I �_� a Z o U,,r,. "�� z o_ C7_— € , T � � �3 Y 3' ... o � MI`a rnIN STATION 0+00 1+00 490.00 wv; 485.00 477.00 PROFILE VIEW OF DROP INLET #1 TO EX. STORM MH HORIZONTAL SCALE: 1"=20' 490.00 VERTICAL SCALE: 1"=2' 485.00 480.00 477.00 STATION 0+00 1+00 1+50 PROFILE VIEW OF CURB DROP INLET #11 TO PROP. STORM MH #38 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=2' z O ELJ 2+00 Kn O MIS � 00R 3+00 HORIZONTAL SCALE -20 0 10 20 40 ( IN FEU ) 1 INCH = 20 FT. VERTICAL SCALE ( IN FEET ) 1 INCH = 2 FT. 490.00 485.00 480.00 475.00 3+50 470.00 :1 FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing UTILITY PROFILES (STORM) Il '� C3.1 Z O ®3 ,, N co C W ® = O N i O 00 N 00 n- 0606 N �, „�, "..........� r r�-CO C14. pppp pppp d d d C14p pp d I� ,,,, J N _17! Q n _ L� t/9 Mi.W,�-� _ im cm C14 y 5 O _Z V U Uj= in LO CL -i Ci "I ....... ,S 477.00 PROFILE VIEW OF DROP INLET #1 TO EX. STORM MH HORIZONTAL SCALE: 1"=20' 490.00 VERTICAL SCALE: 1"=2' 485.00 480.00 477.00 STATION 0+00 1+00 1+50 PROFILE VIEW OF CURB DROP INLET #11 TO PROP. STORM MH #38 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=2' z O ELJ 2+00 Kn O MIS � 00R 3+00 HORIZONTAL SCALE -20 0 10 20 40 ( IN FEU ) 1 INCH = 20 FT. VERTICAL SCALE ( IN FEET ) 1 INCH = 2 FT. 490.00 485.00 480.00 475.00 3+50 470.00 :1 FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing UTILITY PROFILES (STORM) Il '� C3.1 Z O ®3 z O O N M cc) r N co C W ® = O N i O 00 N 00 n- 0606 N �, „�, "..........� GJ N r�-CO C14. pppp pppp d d d C14p pp d I� ,,,, J N _17! Q n _ L� t/9 Mi.W,�-� _ im cm C14 O _Z V U Uj= in LO CL -i Ci "I ....... ,S o 0 "ate �o �� z �_� a Z o U,,r,. "�� z o_ C7_— 477.00 PROFILE VIEW OF DROP INLET #1 TO EX. STORM MH HORIZONTAL SCALE: 1"=20' 490.00 VERTICAL SCALE: 1"=2' 485.00 480.00 477.00 STATION 0+00 1+00 1+50 PROFILE VIEW OF CURB DROP INLET #11 TO PROP. STORM MH #38 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=2' z O ELJ 2+00 Kn O MIS � 00R 3+00 HORIZONTAL SCALE -20 0 10 20 40 ( IN FEU ) 1 INCH = 20 FT. VERTICAL SCALE ( IN FEET ) 1 INCH = 2 FT. 490.00 485.00 480.00 475.00 3+50 470.00 :1 FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing UTILITY PROFILES (STORM) Il '� C3.1 495.00 490.00 485.00 480.00 STATION 0+00 1+00 2+00 3+00 , PROFILE VIEW OF EX. SANITARY MH TO PROP. 4" TRASH ENCLOSURE DRAIN , HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=2' ■ r PROP. GROUND ■ Icn , W 4 �- ala 1� —1 Imo, J I -j Cn N N Q , r PROP. GROUND 495.00 490.00 485.00 Icn 4 �- ala 1� —1 Imo, N Nr -j Cn N N 495.00 490.00 485.00 PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE ,F Know what': below Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW. CALL811.COM z 0 w HORIZONTAL SCALE -20 0 10 20 40 ( IN FEET ) 1 INCH = 20 FT. VERTICAL SCALE -2 0 1 2 4 ( IN FEET ) 1 INCH = 2 FT. 80 1 FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati 01-1145202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 .Chas@r, n'e(v Jejsey;• 7:908.879.9229 Toms RN' Ney}1 nay • T: 732.9740195: Ne..—PenmvNatila • P. 267.685.©7!!5 Issue Dater 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID CHARLOTTESVILLE VA Drawing UTILITY PROFILES (SANITARY) C3,2 Icn 4 �- ala 1� —1 Imo, 480.00 00 4+00 5+00 6+00 6+50 PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE ,F Know what': below Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW. CALL811.COM z 0 w HORIZONTAL SCALE -20 0 10 20 40 ( IN FEET ) 1 INCH = 20 FT. VERTICAL SCALE -2 0 1 2 4 ( IN FEET ) 1 INCH = 2 FT. 80 1 FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati 01-1145202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 .Chas@r, n'e(v Jejsey;• 7:908.879.9229 Toms RN' Ney}1 nay • T: 732.9740195: Ne..—PenmvNatila • P. 267.685.©7!!5 Issue Dater 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT / BID CHARLOTTESVILLE VA Drawing UTILITY PROFILES (SANITARY) C3,2 495.00 ;•111 485.00 480.00 495.00 490.00 485.00 480.00 z z 0 N J W J (n W W N O �O ... .. ...,...., O C -4 M CV t u7 00 c0 V7 M I- On N CD ` t,C� r .. __ 00 i 00 p C> V pop d d C)"!�? _ co _ ..,...,.,. ....._... ......... ... __ O O U :-;\C14® to ,..,.0+ O V N® _ N CD 00 d E N Cl - pd Z Z= O $KON a: v A,, CO N 0-,, a Z Z a v~i c~ c~n a 495.00 490.00 485.00 480.00 z z 0 0 J W W W 495.00 490.00 485.00 480.00 PROP. GROUND E, EX. GROUND CD 00 M �d- 495.00 490.00 485.00 480.00 STATION 0+00 1+00 STATION 0+00 1+00 PROFILE VIEW OF PROP. SANITARY CLEANOUT TO LONGHORN STEAKHOUSE BUILDING PROFILE VIEW OF PROP. SANITARY CLEANOUT TO LONGHORN STEAKHOUSE BUILDING HORIZONTAL SCALE: 1"=20' HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=2' VERTICAL SCALE: 1"=2' HORIZONTAL SCALE -20 0 10 20 40 ( IN FEET ) 1 INCH = 20 FT. VERTICAL SCALE ( IN FEET ) 1 INCH = 2 FT. :1 FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing UTILITY PROFILES (SANITARY) N O 00 O ... .. ...,...., O Cn M M CV u7 00 .. __ p C> V CO N d _ ..,...,.,. ....._... ......... ... __ O ..... . ._ ,..,.0+ ...........�� _....... , ,.,. ... d.....�. _ N d E N Cl - CD 00 M �d- 495.00 490.00 485.00 480.00 STATION 0+00 1+00 STATION 0+00 1+00 PROFILE VIEW OF PROP. SANITARY CLEANOUT TO LONGHORN STEAKHOUSE BUILDING PROFILE VIEW OF PROP. SANITARY CLEANOUT TO LONGHORN STEAKHOUSE BUILDING HORIZONTAL SCALE: 1"=20' HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=2' VERTICAL SCALE: 1"=2' HORIZONTAL SCALE -20 0 10 20 40 ( IN FEET ) 1 INCH = 20 FT. VERTICAL SCALE ( IN FEET ) 1 INCH = 2 FT. :1 FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing UTILITY PROFILES (SANITARY) + + + + + + + + h + ,+ + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.01 0.1 0.2 \ �3 4 7 .5 13.0 12.7 10.6 72.8 9.9 8.3 4. 2.8 .9 4.6 8.6 8.4 1 8 1.7 0.7 0.3 0.1 0.1 0.0 0.0 UTILITY FACILITY EASEMENT AND 1 p _ . o - - °- A-4ME-HSS + CENTRAL TELEPHONE C PANY OF+TGINIA D/B, + + - - I + + +0.0 0.0 0.0 0.0 D.0 CE PLINK 0.0 0. 0 1 ". 0.1 0.2 5 1. 2.3 2.9 4.' 0 0 - ° 1 - 4.3 8.3 7.5 8.3 9.0 7� 6 3 6.0 2.6 .1 0.5 , 0.2 1 0.1 0.0 0.0 D.B. 14594 PG. 165 q T� a + + + + + + + +a + + + +?`. +`+ + + + + +J. + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 00 0.1 0.1 (.1 Q 0.8 }.� 2.0 3.T 72 8.2 8.3 9.0 8.2 6.6 6.9 3.4 1.9 1.6 2. 2.2 2.3 2.2 1.5 0.9 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 GENERAL NOTES q7 1. THIS LIGHTING PLAN ILLUSTRATES ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) APPROVED METHODS. ACTUAL SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINARIES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER RELATED VARIABLE FIELD CONDITIONS, 2, ALL EXISTING CONDITIONS LIGHTING LEVELS ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES AND/OR ACTUAL FIELD MEASUREMENTS TAKEN WITH A LIGHT METER, DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC., ACTUAL LIGHTING LEVELS MAY DIFFER AND THE LIGHTING LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED AS APPROXIMATE. 3. CONDUITS SHALL BE INSTALLED A MINIMUM OF 2 FEET BEHIND GUIDERAIL POSTS. 4. ALL WIRING METHODS AND EQUIPMENT CONSTRUCTION SHALL CONFORM TO THE CURRENT NATIONAL ELECTRICAL CODE. 5. REFER TO ARCHITECTURAL PLANS FOR LIGHTING DIAGRAM. O ISO CURVES ARE MAINTAINED AND SHOWN AT 0.5 AND 0.1 FC. s: (FM) - FLUSH MOUNT FOUNDATION (PED) - PEDESTAL FOUNDATION 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 01 0.1'` 02 0.4 .7 1.7 25 2.3 21 .3 O 1.7 1.0 0.8 0.3 0.3 0.4 0.6 0.7 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 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 OTHER FACTORS MAY AFFECT ACTUAL RESULTS. UNLESS OTHERWISE STATED, ALL RESULTS ARE MAINTAINED VALUES, UTILIZING ACCEPTED LIGHT LOSS FACTORS (LLF). + + +- + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 D,0 D.7 7 rn 0.4 0.7 0.7 .5 0.4 '0.3 0.2 0.2 0.2 0.2 0.2 Eg 0.3 03 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.V 0.0 1 1 ` U. 0.2 0.\ 0.2 0.3 0.3 0.2 U. 0.1 U. 0.2 0.2 0.2 0.I 0.1 U. U. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TEMP. CONSTRUCTION EASEMENT \ FOR ENTRANCE �-- +n 00 on00 + 0 0.((, 0.0 0.0 0.0 0.7 D. +0.`l 0.1 0.1 ` 0.1 02 0.2 0.2 02 0.1 0.1 0.1 +CPER D.B. 4679, PG. 154 0.1 0.1 0. 0.1 0.1 0.0 0.0 0.0 + +. It _00 0.0 0.0 PROTECT YOURSELF STdTi8TICAL'. AREA :SUMMARY 5 LABEL CALC TYPE UNITS AVERAGE MAXIMUM MINIMUM AVG./MIN. MAX./MIN. PAVED AREAS ILLUMINANCE FC 5.84 15.0 0.5 14.60 37.50 SEE SHEET C4.2 OF FOR LIGHTING PLAN DETAILS 0 00 0.0 0.0 0. 0. 0.0 0.1 0.1 O1 01 -- 0.1 0.1 0.1 0.1 .1 0.1 0.1 0.1 0.1 0.1 0. 0.0 0.0 0 00 0.0 0.0 0.1 D .0 0.0 0.0 0.0 0.0 0.0 D + 0 0.0 3 + 0.0 APPROX. LOCAT1 VDDT07�'AFFIC Ctr 0.0 0.0 0. 0.0 0.0 D .0-- 0.0 0.0 .� 0 0.0 + 0.0 0.0 ` 0.0 0.0 0.0 0.0, 0.0 0.0 0.0 0.0 0.0 + 0.0 DEVICE EASEMENT + _ + PER D.B. 1314, PG. 48 D 594, PG & + + �.. + + + + + • + + 00-20 +� + 0 0.0 0.0 O.#5 �.� o.� 0. 0.0 0.0 .0 0.� 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0/ 0.0 q�p 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310,14 C �= 84.00' 0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 �.0 0. 0. 0.0 0.� 0.0 0.0 0.0 0.0 B� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 INCH = 20 FT. FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22 901 AUTHORIZED FOR: PERMIT BID CHARLOTTESVILLE VA Drawing LIGHTING PLAN 80 �� C4.1 W! OSQ series OSQTM High Output LED Area/Flood Luminaire featuring Cree TrueWhite'' Technology PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know whet', below X811 before you tliq. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81l.COM FRICH OSQTM High Output LED Area/Ftood Luminaire featuring Cree TrueWhite") Technology OSQTM High Output LED Area/Flood Luminaire featuring Cree TrueWhite" Technology DESIGN WORLDWIDE Product Specifications Photometry 311 Elm Street Suite 600 i; Etectricat Data*, „ CREE TRUEWHITE'TECHNOILOGY Alt published luminaire photometric testing performed to IESNA LM -79-08 standards bya NVLAP accredited laboratory. To obtain an IES file specific to your project Cincinnati OH 45202 A revolutionary way to generate high-quality white tight, Cree TrueWhite`" Total Current [A) - consult: http://tightifig.ccee.com/products/outdoor/area/area-osq-high-output Technology is a patented approach that delivers an exclusive combination System 513 241 3000 Lumen __�._....._ of 90+ CRI, beautiful tight characteristics and lifelong color consistency, all Watts 4ME white maintaining high luminous efficacy - a true no compromise solution. Package 1120-480V 120V 208V 240V i 277V 347V (480V WWW.freh.eom CONSTRUCTION & MATERIALS • Slim, tow profile design ;minimizes wind toad requirements 2oL 341 2.93 t.65 1.43 z3 0 0.71 3 ................ .............................. ........ ............... ...__.. ...i ................a _ `� • Luminaire housing is rugged die cast aluminum with an integral, ? 502 ; 420 3.61 12.03 11.7b 1.51 1.23 ;0 u7 I ,'��- \�� t �k.Y C z -� ARCH CT #. weathertight LED driver compartment and high performance heat sink 35651 000 • Convenient interlocking mounting method on direct arm mount. 65L 550 4.73 266 2.30 Mounting adaptor is ruggled die cast aluminum and mounts to 3-6" ' . (76-152mm)square or round pote,secured bytwo 5/16-18UN0bolts etaco-catdata o25C377'F7A,tu,twatt,g_m.,rdferey+Ifo%.aho.aperatnghotw-,,120-4eOV,/lo `-' spaced on 2" (51rnm) centers DYNAMIC • Adjustable arm that motunts to a horizontal orverticat 2" (51mmI IP, 1 2.375-2.50" (60-64mm) O.D. steel tenon. Tenon length must be a ENGINEERING minimum of 3.75" 195 m m1) LAND DEVELOPMENT CONSULTING o PERMITTING OSO Series Ambient Adjusted Lumen Maintenance' CESTL Test Reportil: PI -09256-001 A OSQ HO-A-«.4ME 40L. 40K-uL • Adjustable arm mount Cain be adjusted 180° Ir: 5.0° incrementsOSQ-HO-A-"-41AE 40L -0K -UL Mounting Heighb';5'(7,6mI A:F.G GEOTE f$NICAL a ENVIRONMENTAL • Includes 13.4" (340mm) 1 8/5 or 16/5 leads exiting the luminaire. When 75K fir ; 10OKhr Initial Delivered Lumens 6 Initial Delivered Lumens: o PIC ® SURVEY ♦ PLANNING & TONING • 44 9^ um • 47 88 TRAP , 25K hr o0K hr Initial FC at grade ordered with R option, 13,.4" (34omm) 18/7 or 16/7 leads are provided Initial Projected / Projected J ' P P Ambient optic Projected' : Projected< I 1904 Main Sheet, Li:I6 Como, NJ O7h 9 LMF Calculated' i Calculated- • Designed for uplight and downlight applications LMF LMF LMF ;LMF T: 732.974,019$.jP:732.974.3521 • Exclusive Colorfast al _.._.... _r..------.. ..._._-_______`t C r t Delt Guard finish features an E -Coat epoxy primer Asymmetric 7.04 1.02 1.07 (1.D0' '; U.99'' .. .. ,.. with an ultra-durablepowder: Type IV Medium Distribution :' Addltionatoffices conveniently located ahS topcoat, providing excellent resistance to y (4t Fi ( Yp corrosion ultraviolet de radation and abrasion, Silver, bronze black 1.05 " c osteo ewJe ev • r:9os a799s 9 , g ; Yn-mernc 1 04 1.D3 1.D3 1 1 ny' I .: „.,. ,;: , 3000K%70 CRI 4000K170 CRI 50o0K/90 CRI b70OK/70 CRI and white are available __r_ _. __ _...... _............ ... __._._.---.. _.____ N nee, o . r 2mbeso 7a 1'^,°C A_yc:rnetnc 793 :1.01 1.00 0.94 j 0,9., t t ... Lumen von to as ..irs?z. az,o Weight: 5ee Dimension and Weight Chart on pages 1 and 12 BUG BUG BUG BUG 9 Pg .a a •T•2 3.7 .64W G em e e9 ,ileo t vInitial Delivered f 1 � Initial Delivered r d pitta[-hveretl €Lia Dell ere� In t at D €vered Package l I d In d P ka i S rr metric 7 04 1 03 1 1 U 9 7.Di'' 11 U:;e 4 Ratings'" P r ! Ratings" P=rRatings-Por , - - � { 1Ratingse au:en.Texos.i.Siz.aaasses _.____ T__... Lumense Lumens` Lumens'Lumens` ELECTRICAL SYSTEM TM -15-11 TM -15-11 i TM -15-11 : TM -75-11 oeAw.� mnoda.T:seT.vz.azro I Asymmetric 1.02 1,00 10.99 0.98' 0.97' t .. .. ....... .._........... ....... ...... ......... ......_ .- - ...-_..__.__.. _ -. _.. _... _. .__.. _..-. 1 3 !__.... ......___... . • Input Vottage; 120-277V, 208-480V or 347-48OV, 50/60Hz, Class 1 drivers _ ....._ . (..... --- - r- r A^ r r 1 r 39,751 BSUUO. A1aa0 Br OGS 3,90 ©.UDG, ,270'2 8�.10G, • Power Factor; > 0.4 at fu ll load ? symm :c oz oz 01 Do D 99` ---._._.... _..... . _... t .SOL 48,950 B5 UO G5 51,571 65 VO G5 41 434 B4 UO G4 52,583 BS UO G5 Asymmetric 1.0 D x www.dynamicec.com a Y 1 .99 0.98 0.41 : U.9_ € • Total Harmonic Distortion. < 2010 at tuft toad ; f (.._._.. __ _......_.. _......... _...... ... . ........... bs F Symmetricmmeric 1.O1 01 €1.D0 0.94" 0.4a 652 9„5 67369 , • 35 JO G5Integral lOkV surge suprotection standard B5 JO G5 BS UO G" O.. . _ - • When code dictates fusing, a stow blow fuse or e CJD breaker should Asymmetric 11.00 1 D.9a 10.97 i 0.96" 0.95 InlualdoJ,,redlumensat25'c 1;7'F1.Actuatpioductionyietdrnayvaryl>etween-10an,[ u).-ofinitial dorveredwmens 9 YP 2" ............. ..._.i *'For mora infor,,matim, on the Its 9UG IDacklight-Uptight-Gtarel Rating msl hHpc /(rem3w.ie>.o rg/rep-content/upload>('2017103(lt�t-15-1 1000RatingsAdd and a m.pdf. Valid with no tilt be used to address inrush current r '` . i 177 ] _ i........ , S mma .Ic. OO D 94 0 98 0,98 0.97= f�LTH • Designed with 0-1 OV dimiming capabilities. For 65L SKUs with UL ............_............ ......................... i.._... ___...... Op voltage, dimming control tines Must be>1Vwhen operated at277V. L nmantena:cevalucsat2eci77-fla,,eat,Wt,dp,r.M-2lbacodanLM-eodata ard4-itutum"nan,testing. Controls Ea others Lu u a c an b en ten per tore Motors s (LAf F) h ec bev wpred :o an u oor amtoawn ac ftors, Ptoasc refer to the y _ri f _ ,"L for outdou avc!„gc night; no a nb ent co nd,uons, a, - JOS r In acrn3 dance w th SNA iM-21-1i Projected Values r resent inter ota'ed vat- b sad n tare rain that a , • Refer to Dimming spec sheet for details p c t c au t o s. at a c > x t rues 16x) the IESNA LM -80 -UO total test duration lin hours) for tho device under testing 11UUT) i.e. the- r • Maximum IOV Source Current: 0.3OmA packaged tet) chip) / i „s J *In accoraaru with lBSNA TM -2t -t Calculated Values rc exert Sane dui ahcrrs;hLt exceed sir. tinxsl6Xl the IESNla ,t'% \ *x I r ��.\', .-_�-- -+ -.---- ;as N E , E C S N • Operating Temperature Range: 40L & 50L: -40'C to 40°C(-40`Fto ltd-8C-061otaltr.st durationlm hours)forth,dev:c undolootingaOUH uAhepa^kag,d LED chip) 104' F): 65L: Pending //: 'f`• REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations; • Consult factory for CE Certified products • Certified to ANSI C136.31-2001, 313 bridge and overpass vibration standards • 10kV surge suppression protection tested in accordance with IEEE/ANSI C62,41.2 • Meets FCC Part 15, Subpart B, Class A standards for conducted and radiated emissions • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • Meets Buy American requirements within ARRA • Rol -IS compliant. Consutt factory for additional details • DLC and DLC Premium qualified versions available. Some exceptions apply. Please refer to https://www.designtights,org/search/ for most current information • OSO-HO luminaires are enclosure rated IP66 per IEC 60598-1 when ordered without the R option • Dark Sky Friendly, IDA Approved when ordered with 30K CCT and DA mount. Please refer to http://dai-ksky.org/fsa/fsa-products/ for most current information CREE= US: lighting,cree,com T [8001236-6800 F 12621504-5415 Canada: www.cree.com/canada T (800) 473-1234 F (800) 890-7507 m.1 2. CESTL Test Report H: P109256 -002A 05Q-H0-A-**-4ME-40L-401(-UL QSQ-H0-A-**-4M.-40L-40K-UI.. w/OS Q-HO-BLSF WOSQ-HO-31L51- Mounting Height; 25' (7.6m) A.F.G- Initial Delivered Lumens: 35,406 initial Delivered Lumens; 33,085 Initial -C at grade `frin at de.ivered lumens at 25"C 177' Fl. Acral production yield may vary betveeen -10 and -1OLX, . of imt al dclivored lumens - For rno-e information on the IES BUG Macki.ight-Uplight-Gtarel Rating vis t. htips.//ww„v r, s,org!wp-r-oniact/uploads/201710=(TM-15-770UGRsongsAddana im. rd'. Val.d u,rh no tilt CREE..el US: lighting.cree.com T (800) 236-6800 F (2621504-5415 T 18001473-1234 F (8001890-7507 SINGLE OR DOUBLE FIXTURE (SEE LIGHTING PLAN) POLE SIZE 'B' 2 1/2" X 5" HANDHOLE W/ COVER - PER MANUFACTURER 1/2" CONDUIT STUB -UP - 3" PROJECTION _ (CONFIRM WITH MANUFACTURER) 2'-6" MIN. GRADE CONCRETE CURB GALVANIZED ANCHOR BOLTS (BY LIGHT MANUFACTURER) Q Z z 0 CE 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) S-0" PEDESTAL (PED) FOR LIGHT LOCATIONS WITHIN PARKING AREAS REINFORCING TIES 'E' Issue Date: 08.27.18 REVISION INFORMATION { 3' CLEAR (TYP) - z II k t SOILS SHALL BE COMPACTED TO 95% II I OPTIMUM DRY PROCTOR DENSITY ALL IF - VERTICAL AROUND MIN. BEARING CAPACITY OF 2000 REINFORCEMENT 'F' PSF TO BE VERIFIED IN FIELD (TYP.) OUNDATIO TYPICAL POLE Z TYPICAL 8Lf1t I(JlG At4QS,CAPE UPLI HT FOUNDATION ., h,.•.. IA. 'C' MIN. 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. Restaurant #: 5600 3. PROPOSED CONCRETE FOUNDATION AND POLE TO BE CONSTRUCTED WITHIN SUBJECT PROPERTY UNLESS OTHERWISE NOTED. SETBACK FROM CURB IS PREFERRED BUT TO BE ADJUSTED AS NEEDED TO PREVENT ENCROACHMENT OVER PROPERTY LINE. 4. BASE PLATE & ANCHOR BOLTS PER POLE MANUFACTURER. LARGER FOOTING DIAMETER AND OR ALTERNATE ARANCEMENT OF REINFORCING STEEL MAY BE REQUIRED TO ACCOMMODATE ANCHOR BOLT CONFIGURATION- CONTRACTOR ESPONSIBLE TO COORDINATE DIMENSIONAL REQUIREMENTS FOR BASE PLATE, ANCHOR BOLTS & REINFORCING STEEL PRIOR TO CONSTRUCTION, LONGHORN LONGHORN STEAKHOUSE PROTOTYPICAL BUILDING & LANDSCAPE LIGHTING PLAN Note. Lighting plan is provided to show basic lighting layout for the LongHorn LH16R building. Landscape Designer is responsible to get lighting plan for specific site location from DPM when preparing landscape plan. MOUNTING HEIGHT ABOVE GRADE 'A' i 4. - (183mm ) Fietd-lnstatted OF FIXTURES V (101mm) Backlight Shield (One pair) Bird Spikes Hand -Held Remote - OSQ-HO-BLSF OSQ-HO-BRDSPK XA-SENSRrM #4 @ 12" O.C. : - Fro: -:t Facing Optics - For successful implementation of the pr^grammable OSQ-HO-BLSR multi-tevet option, a minimum cf one hand -he'd - Rotated Octets is Isquired OSO-HO A NM Asymmetric ;..... __.__..__..._..__.._._..__.........._._....__............... ........_._. ......remote ..... _... ........ _....... ....... ........... ..._ , Lumen Voltage i We14ht Ordering Information Na Mount 2ME" Package, Fully assembled luminaire is composed of two components that must be ordered separately: '•-- ' "' Example: Mount: OSQ-HO-AA-SV+ Luminaire: O5Q-HO-A-NM-2ME-40L-40K-UL-SV Type 11 40/50L 128-480V 70.0 tbs. (31.8kgl 652 -'7O CRI i 120-277V 9Z -.....-.._..--_ ____ 65L 120-480V 72.0 tbs.(32.7kgl Mount tLuminaire must be ordered separately) . -; AF* :__.._r _______ ______- _____. . _.._........ .: osQ Ho I PML Programmable Multi -Level, up to 40' Mounting Height 3ME* OSQ-HO-AA Adjustable Arm color Options: SY Silver BZB arca Sy 050 -HO OA Direct Arm BK Black WH Whil^ Fro^.tbneoptic-' Luminaire (Mount must be ordered separately] ._................. :silver - Not available with 65L OSO-HO A i' NM I I yVH I - Intended for downlight applications at 0' tilt PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know whet', below X811 before you tliq. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81l.COM FRICH OSQTM High Output LED Area/Ftood Luminaire featuring Cree TrueWhite") Technology OSQTM High Output LED Area/Flood Luminaire featuring Cree TrueWhite" Technology DESIGN WORLDWIDE Product Specifications Photometry 311 Elm Street Suite 600 i; Etectricat Data*, „ CREE TRUEWHITE'TECHNOILOGY Alt published luminaire photometric testing performed to IESNA LM -79-08 standards bya NVLAP accredited laboratory. To obtain an IES file specific to your project Cincinnati OH 45202 A revolutionary way to generate high-quality white tight, Cree TrueWhite`" Total Current [A) - consult: http://tightifig.ccee.com/products/outdoor/area/area-osq-high-output Technology is a patented approach that delivers an exclusive combination System 513 241 3000 Lumen __�._....._ of 90+ CRI, beautiful tight characteristics and lifelong color consistency, all Watts 4ME white maintaining high luminous efficacy - a true no compromise solution. Package 1120-480V 120V 208V 240V i 277V 347V (480V WWW.freh.eom CONSTRUCTION & MATERIALS • Slim, tow profile design ;minimizes wind toad requirements 2oL 341 2.93 t.65 1.43 z3 0 0.71 3 ................ .............................. ........ ............... ...__.. ...i ................a _ `� • Luminaire housing is rugged die cast aluminum with an integral, ? 502 ; 420 3.61 12.03 11.7b 1.51 1.23 ;0 u7 I ,'��- \�� t �k.Y C z -� ARCH CT #. weathertight LED driver compartment and high performance heat sink 35651 000 • Convenient interlocking mounting method on direct arm mount. 65L 550 4.73 266 2.30 Mounting adaptor is ruggled die cast aluminum and mounts to 3-6" ' . (76-152mm)square or round pote,secured bytwo 5/16-18UN0bolts etaco-catdata o25C377'F7A,tu,twatt,g_m.,rdferey+Ifo%.aho.aperatnghotw-,,120-4eOV,/lo `-' spaced on 2" (51rnm) centers DYNAMIC • Adjustable arm that motunts to a horizontal orverticat 2" (51mmI IP, 1 2.375-2.50" (60-64mm) O.D. steel tenon. Tenon length must be a ENGINEERING minimum of 3.75" 195 m m1) LAND DEVELOPMENT CONSULTING o PERMITTING OSO Series Ambient Adjusted Lumen Maintenance' CESTL Test Reportil: PI -09256-001 A OSQ HO-A-«.4ME 40L. 40K-uL • Adjustable arm mount Cain be adjusted 180° Ir: 5.0° incrementsOSQ-HO-A-"-41AE 40L -0K -UL Mounting Heighb';5'(7,6mI A:F.G GEOTE f$NICAL a ENVIRONMENTAL • Includes 13.4" (340mm) 1 8/5 or 16/5 leads exiting the luminaire. When 75K fir ; 10OKhr Initial Delivered Lumens 6 Initial Delivered Lumens: o PIC ® SURVEY ♦ PLANNING & TONING • 44 9^ um • 47 88 TRAP , 25K hr o0K hr Initial FC at grade ordered with R option, 13,.4" (34omm) 18/7 or 16/7 leads are provided Initial Projected / Projected J ' P P Ambient optic Projected' : Projected< I 1904 Main Sheet, Li:I6 Como, NJ O7h 9 LMF Calculated' i Calculated- • Designed for uplight and downlight applications LMF LMF LMF ;LMF T: 732.974,019$.jP:732.974.3521 • Exclusive Colorfast al _.._.... _r..------.. ..._._-_______`t C r t Delt Guard finish features an E -Coat epoxy primer Asymmetric 7.04 1.02 1.07 (1.D0' '; U.99'' .. .. ,.. with an ultra-durablepowder: Type IV Medium Distribution :' Addltionatoffices conveniently located ahS topcoat, providing excellent resistance to y (4t Fi ( Yp corrosion ultraviolet de radation and abrasion, Silver, bronze black 1.05 " c osteo ewJe ev • r:9os a799s 9 , g ; Yn-mernc 1 04 1.D3 1.D3 1 1 ny' I .: „.,. ,;: , 3000K%70 CRI 4000K170 CRI 50o0K/90 CRI b70OK/70 CRI and white are available __r_ _. __ _...... _............ ... __._._.---.. _.____ N nee, o . r 2mbeso 7a 1'^,°C A_yc:rnetnc 793 :1.01 1.00 0.94 j 0,9., t t ... Lumen von to as ..irs?z. az,o Weight: 5ee Dimension and Weight Chart on pages 1 and 12 BUG BUG BUG BUG 9 Pg .a a •T•2 3.7 .64W G em e e9 ,ileo t vInitial Delivered f 1 � Initial Delivered r d pitta[-hveretl €Lia Dell ere� In t at D €vered Package l I d In d P ka i S rr metric 7 04 1 03 1 1 U 9 7.Di'' 11 U:;e 4 Ratings'" P r ! Ratings" P=rRatings-Por , - - � { 1Ratingse au:en.Texos.i.Siz.aaasses _.____ T__... Lumense Lumens` Lumens'Lumens` ELECTRICAL SYSTEM TM -15-11 TM -15-11 i TM -15-11 : TM -75-11 oeAw.� mnoda.T:seT.vz.azro I Asymmetric 1.02 1,00 10.99 0.98' 0.97' t .. .. ....... .._........... ....... ...... ......... ......_ .- - ...-_..__.__.. _ -. _.. _... _. .__.. _..-. 1 3 !__.... ......___... . • Input Vottage; 120-277V, 208-480V or 347-48OV, 50/60Hz, Class 1 drivers _ ....._ . (..... --- - r- r A^ r r 1 r 39,751 BSUUO. A1aa0 Br OGS 3,90 ©.UDG, ,270'2 8�.10G, • Power Factor; > 0.4 at fu ll load ? symm :c oz oz 01 Do D 99` ---._._.... _..... . _... t .SOL 48,950 B5 UO G5 51,571 65 VO G5 41 434 B4 UO G4 52,583 BS UO G5 Asymmetric 1.0 D x www.dynamicec.com a Y 1 .99 0.98 0.41 : U.9_ € • Total Harmonic Distortion. < 2010 at tuft toad ; f (.._._.. __ _......_.. _......... _...... ... . ........... bs F Symmetricmmeric 1.O1 01 €1.D0 0.94" 0.4a 652 9„5 67369 , • 35 JO G5Integral lOkV surge suprotection standard B5 JO G5 BS UO G" O.. . _ - • When code dictates fusing, a stow blow fuse or e CJD breaker should Asymmetric 11.00 1 D.9a 10.97 i 0.96" 0.95 InlualdoJ,,redlumensat25'c 1;7'F1.Actuatpioductionyietdrnayvaryl>etween-10an,[ u).-ofinitial dorveredwmens 9 YP 2" ............. ..._.i *'For mora infor,,matim, on the Its 9UG IDacklight-Uptight-Gtarel Rating msl hHpc /(rem3w.ie>.o rg/rep-content/upload>('2017103(lt�t-15-1 1000RatingsAdd and a m.pdf. Valid with no tilt be used to address inrush current r '` . i 177 ] _ i........ , S mma .Ic. OO D 94 0 98 0,98 0.97= f�LTH • Designed with 0-1 OV dimiming capabilities. For 65L SKUs with UL ............_............ ......................... i.._... ___...... Op voltage, dimming control tines Must be>1Vwhen operated at277V. L nmantena:cevalucsat2eci77-fla,,eat,Wt,dp,r.M-2lbacodanLM-eodata ard4-itutum"nan,testing. Controls Ea others Lu u a c an b en ten per tore Motors s (LAf F) h ec bev wpred :o an u oor amtoawn ac ftors, Ptoasc refer to the y _ri f _ ,"L for outdou avc!„gc night; no a nb ent co nd,uons, a, - JOS r In acrn3 dance w th SNA iM-21-1i Projected Values r resent inter ota'ed vat- b sad n tare rain that a , • Refer to Dimming spec sheet for details p c t c au t o s. at a c > x t rues 16x) the IESNA LM -80 -UO total test duration lin hours) for tho device under testing 11UUT) i.e. the- r • Maximum IOV Source Current: 0.3OmA packaged tet) chip) / i „s J *In accoraaru with lBSNA TM -2t -t Calculated Values rc exert Sane dui ahcrrs;hLt exceed sir. tinxsl6Xl the IESNla ,t'% \ *x I r ��.\', .-_�-- -+ -.---- ;as N E , E C S N • Operating Temperature Range: 40L & 50L: -40'C to 40°C(-40`Fto ltd-8C-061otaltr.st durationlm hours)forth,dev:c undolootingaOUH uAhepa^kag,d LED chip) 104' F): 65L: Pending //: 'f`• REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations; • Consult factory for CE Certified products • Certified to ANSI C136.31-2001, 313 bridge and overpass vibration standards • 10kV surge suppression protection tested in accordance with IEEE/ANSI C62,41.2 • Meets FCC Part 15, Subpart B, Class A standards for conducted and radiated emissions • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • Meets Buy American requirements within ARRA • Rol -IS compliant. Consutt factory for additional details • DLC and DLC Premium qualified versions available. Some exceptions apply. Please refer to https://www.designtights,org/search/ for most current information • OSO-HO luminaires are enclosure rated IP66 per IEC 60598-1 when ordered without the R option • Dark Sky Friendly, IDA Approved when ordered with 30K CCT and DA mount. Please refer to http://dai-ksky.org/fsa/fsa-products/ for most current information CREE= US: lighting,cree,com T [8001236-6800 F 12621504-5415 Canada: www.cree.com/canada T (800) 473-1234 F (800) 890-7507 m.1 2. CESTL Test Report H: P109256 -002A 05Q-H0-A-**-4ME-40L-401(-UL QSQ-H0-A-**-4M.-40L-40K-UI.. w/OS Q-HO-BLSF WOSQ-HO-31L51- Mounting Height; 25' (7.6m) A.F.G- Initial Delivered Lumens: 35,406 initial Delivered Lumens; 33,085 Initial -C at grade `frin at de.ivered lumens at 25"C 177' Fl. Acral production yield may vary betveeen -10 and -1OLX, . of imt al dclivored lumens - For rno-e information on the IES BUG Macki.ight-Uplight-Gtarel Rating vis t. htips.//ww„v r, s,org!wp-r-oniact/uploads/201710=(TM-15-770UGRsongsAddana im. rd'. Val.d u,rh no tilt CREE..el US: lighting.cree.com T (800) 236-6800 F (2621504-5415 T 18001473-1234 F (8001890-7507 SINGLE OR DOUBLE FIXTURE (SEE LIGHTING PLAN) POLE SIZE 'B' 2 1/2" X 5" HANDHOLE W/ COVER - PER MANUFACTURER 1/2" CONDUIT STUB -UP - 3" PROJECTION _ (CONFIRM WITH MANUFACTURER) 2'-6" MIN. GRADE CONCRETE CURB GALVANIZED ANCHOR BOLTS (BY LIGHT MANUFACTURER) Q Z z 0 CE 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) S-0" PEDESTAL (PED) FOR LIGHT LOCATIONS WITHIN PARKING AREAS REINFORCING TIES 'E' Issue Date: 08.27.18 REVISION INFORMATION { 3' CLEAR (TYP) - z II k t SOILS SHALL BE COMPACTED TO 95% II I OPTIMUM DRY PROCTOR DENSITY ALL IF - VERTICAL AROUND MIN. BEARING CAPACITY OF 2000 REINFORCEMENT 'F' PSF TO BE VERIFIED IN FIELD (TYP.) OUNDATIO TYPICAL POLE Z TYPICAL 8Lf1t I(JlG At4QS,CAPE UPLI HT FOUNDATION ., h,.•.. IA. 'C' MIN. 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. Restaurant #: 5600 3. PROPOSED CONCRETE FOUNDATION AND POLE TO BE CONSTRUCTED WITHIN SUBJECT PROPERTY UNLESS OTHERWISE NOTED. SETBACK FROM CURB IS PREFERRED BUT TO BE ADJUSTED AS NEEDED TO PREVENT ENCROACHMENT OVER PROPERTY LINE. 4. BASE PLATE & ANCHOR BOLTS PER POLE MANUFACTURER. LARGER FOOTING DIAMETER AND OR ALTERNATE ARANCEMENT OF REINFORCING STEEL MAY BE REQUIRED TO ACCOMMODATE ANCHOR BOLT CONFIGURATION- CONTRACTOR ESPONSIBLE TO COORDINATE DIMENSIONAL REQUIREMENTS FOR BASE PLATE, ANCHOR BOLTS & REINFORCING STEEL PRIOR TO CONSTRUCTION, LONGHORN LONGHORN STEAKHOUSE PROTOTYPICAL BUILDING & LANDSCAPE LIGHTING PLAN Note. Lighting plan is provided to show basic lighting layout for the LongHorn LH16R building. Landscape Designer is responsible to get lighting plan for specific site location from DPM when preparing landscape plan. MOUNTING HEIGHT ABOVE GRADE 'A' 24'-25' POLE DIA. 'B' 6" SQUARE (OR PER MANUFACTURER) OF FIXTURES i Product ,Version Mounting Opti,Lunien FOUNDATION DIAMETER 'C' * ' CCT Vottage - I Options REINFORCING TIES 'E' #4 @ 12" O.C. Package Optic, its, OSO-HO A NM Asymmetric :402 30K UL 8K F Fuse Na Mount 2ME" 4ME* :502 3000K i Universal Black When code dictate=_fusing, use Time delay fuse Type 11 Type IV tv":odium 652 -'7O CRI i 120-277V 9Z -Available for U.S. applications onty : Medium AF* 40K - All lumen 1 Bronze I PML Programmable Multi -Level, up to 40' Mounting Height 3ME* Automotive 14000K pat Kage: Sy I - Refer to 1 - c r :( for details Type III Fro^.tbneoptic-' - 70 GRIi UH :silver - Not available with 65L Medium 50K Universal yVH I - Intended for downlight applications at 0' tilt ! 5000K 347-430V WL,rs Q9/Q8/Q7/O6/Q5/Q4/Q3/Q2/Q1 Field Adjustable Output j Symmetric 3 - 90 CRI i - /4GL 8 501.. ! - Must select 09, 08, 07, Q6, Q5, Q4, Q3, Q2, or Q1 57K .urT;en Not available with 65L when ordered w!R option 5ME 400 5700K plc„ages ' _Offers full f an„a adlusabitity : Type V 40' Florid - 70 CRI ? °0`y - Refer to urges 13-15 for power and lumen values Medium bop UM R NEMA"'? -Pin Photocell Receptacle 55N bU" Floor]f Universal 7 -pin receptacle per ANSI C^:35.4^: Typo V Short1200 2f_18 -480V- Intended for downlight applications with maximum 45° tilt 150 120' :toad 652 turn - n - I - I actory connccicd 0-10V dim Leads : 15' Fl000 WSN packagej - SFven rorciuctor card exits luminaire r. 25D wide Sign - Photocell and shorting cap by others 25" Flood i - Not available with 651 - whey ordered w/Q option RL Rotate Left i - LED, and optic are rotated to the left : - Refer to RR/RL configuration diagrarn on page 11 for optic directionality :. : RR Rotate Right - LEG and optic are rotated to the right .._.. .... _._.... ..._.........._ .... __...._ .........._.....___..__--_____-----.._._._____�M___ - Refer to RR/RL. configuration diagram on page 11 for optic direchonatity _._....._............................... ____ __._-._ ............ „_... .. A,xiiabL vei[h $acki gh. Shield when oricred vdC held-ins&�t(,d ._.__ _.. _____- .. a�a.,.ory (., e (able aha,,:y --- ..................................... .._... '* Lumen =.k!ee selection codes identify approximate light output only Actual lumen output Levet; -y depending or, CCT led optic selection. Refer to Initial Delivered Leman tables for specific lumen values /+pre ' \ U REE 13am0 C@ u$ , C Rev. Date: V5 05/10/2018 - CREE �- Tt,_,��t�,• a r�-t F� US: tighting.cree,com T 18001236-6800 F (2621504-5415 Canada: www.cree.com/canada T [8001473-1234 F (800) 890-7507 PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know whet', below X811 before you tliq. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL81l.COM FRICH OSQTM High Output LED Area/Ftood Luminaire featuring Cree TrueWhite") Technology OSQTM High Output LED Area/Flood Luminaire featuring Cree TrueWhite" Technology DESIGN WORLDWIDE Product Specifications Photometry 311 Elm Street Suite 600 i; Etectricat Data*, „ CREE TRUEWHITE'TECHNOILOGY Alt published luminaire photometric testing performed to IESNA LM -79-08 standards bya NVLAP accredited laboratory. To obtain an IES file specific to your project Cincinnati OH 45202 A revolutionary way to generate high-quality white tight, Cree TrueWhite`" Total Current [A) - consult: http://tightifig.ccee.com/products/outdoor/area/area-osq-high-output Technology is a patented approach that delivers an exclusive combination System 513 241 3000 Lumen __�._....._ of 90+ CRI, beautiful tight characteristics and lifelong color consistency, all Watts 4ME white maintaining high luminous efficacy - a true no compromise solution. Package 1120-480V 120V 208V 240V i 277V 347V (480V WWW.freh.eom CONSTRUCTION & MATERIALS • Slim, tow profile design ;minimizes wind toad requirements 2oL 341 2.93 t.65 1.43 z3 0 0.71 3 ................ .............................. ........ ............... ...__.. ...i ................a _ `� • Luminaire housing is rugged die cast aluminum with an integral, ? 502 ; 420 3.61 12.03 11.7b 1.51 1.23 ;0 u7 I ,'��- \�� t �k.Y C z -� ARCH CT #. weathertight LED driver compartment and high performance heat sink 35651 000 • Convenient interlocking mounting method on direct arm mount. 65L 550 4.73 266 2.30 Mounting adaptor is ruggled die cast aluminum and mounts to 3-6" ' . (76-152mm)square or round pote,secured bytwo 5/16-18UN0bolts etaco-catdata o25C377'F7A,tu,twatt,g_m.,rdferey+Ifo%.aho.aperatnghotw-,,120-4eOV,/lo `-' spaced on 2" (51rnm) centers DYNAMIC • Adjustable arm that motunts to a horizontal orverticat 2" (51mmI IP, 1 2.375-2.50" (60-64mm) O.D. steel tenon. Tenon length must be a ENGINEERING minimum of 3.75" 195 m m1) LAND DEVELOPMENT CONSULTING o PERMITTING OSO Series Ambient Adjusted Lumen Maintenance' CESTL Test Reportil: PI -09256-001 A OSQ HO-A-«.4ME 40L. 40K-uL • Adjustable arm mount Cain be adjusted 180° Ir: 5.0° incrementsOSQ-HO-A-"-41AE 40L -0K -UL Mounting Heighb';5'(7,6mI A:F.G GEOTE f$NICAL a ENVIRONMENTAL • Includes 13.4" (340mm) 1 8/5 or 16/5 leads exiting the luminaire. When 75K fir ; 10OKhr Initial Delivered Lumens 6 Initial Delivered Lumens: o PIC ® SURVEY ♦ PLANNING & TONING • 44 9^ um • 47 88 TRAP , 25K hr o0K hr Initial FC at grade ordered with R option, 13,.4" (34omm) 18/7 or 16/7 leads are provided Initial Projected / Projected J ' P P Ambient optic Projected' : Projected< I 1904 Main Sheet, Li:I6 Como, NJ O7h 9 LMF Calculated' i Calculated- • Designed for uplight and downlight applications LMF LMF LMF ;LMF T: 732.974,019$.jP:732.974.3521 • Exclusive Colorfast al _.._.... _r..------.. ..._._-_______`t C r t Delt Guard finish features an E -Coat epoxy primer Asymmetric 7.04 1.02 1.07 (1.D0' '; U.99'' .. .. ,.. with an ultra-durablepowder: Type IV Medium Distribution :' Addltionatoffices conveniently located ahS topcoat, providing excellent resistance to y (4t Fi ( Yp corrosion ultraviolet de radation and abrasion, Silver, bronze black 1.05 " c osteo ewJe ev • r:9os a799s 9 , g ; Yn-mernc 1 04 1.D3 1.D3 1 1 ny' I .: „.,. ,;: , 3000K%70 CRI 4000K170 CRI 50o0K/90 CRI b70OK/70 CRI and white are available __r_ _. __ _...... _............ ... __._._.---.. _.____ N nee, o . r 2mbeso 7a 1'^,°C A_yc:rnetnc 793 :1.01 1.00 0.94 j 0,9., t t ... Lumen von to as ..irs?z. az,o Weight: 5ee Dimension and Weight Chart on pages 1 and 12 BUG BUG BUG BUG 9 Pg .a a •T•2 3.7 .64W G em e e9 ,ileo t vInitial Delivered f 1 � Initial Delivered r d pitta[-hveretl €Lia Dell ere� In t at D €vered Package l I d In d P ka i S rr metric 7 04 1 03 1 1 U 9 7.Di'' 11 U:;e 4 Ratings'" P r ! Ratings" P=rRatings-Por , - - � { 1Ratingse au:en.Texos.i.Siz.aaasses _.____ T__... Lumense Lumens` Lumens'Lumens` ELECTRICAL SYSTEM TM -15-11 TM -15-11 i TM -15-11 : TM -75-11 oeAw.� mnoda.T:seT.vz.azro I Asymmetric 1.02 1,00 10.99 0.98' 0.97' t .. .. ....... .._........... ....... ...... ......... ......_ .- - ...-_..__.__.. _ -. _.. _... _. .__.. _..-. 1 3 !__.... ......___... . • Input Vottage; 120-277V, 208-480V or 347-48OV, 50/60Hz, Class 1 drivers _ ....._ . (..... --- - r- r A^ r r 1 r 39,751 BSUUO. A1aa0 Br OGS 3,90 ©.UDG, ,270'2 8�.10G, • Power Factor; > 0.4 at fu ll load ? symm :c oz oz 01 Do D 99` ---._._.... _..... . _... t .SOL 48,950 B5 UO G5 51,571 65 VO G5 41 434 B4 UO G4 52,583 BS UO G5 Asymmetric 1.0 D x www.dynamicec.com a Y 1 .99 0.98 0.41 : U.9_ € • Total Harmonic Distortion. < 2010 at tuft toad ; f (.._._.. __ _......_.. _......... _...... ... . ........... bs F Symmetricmmeric 1.O1 01 €1.D0 0.94" 0.4a 652 9„5 67369 , • 35 JO G5Integral lOkV surge suprotection standard B5 JO G5 BS UO G" O.. . _ - • When code dictates fusing, a stow blow fuse or e CJD breaker should Asymmetric 11.00 1 D.9a 10.97 i 0.96" 0.95 InlualdoJ,,redlumensat25'c 1;7'F1.Actuatpioductionyietdrnayvaryl>etween-10an,[ u).-ofinitial dorveredwmens 9 YP 2" ............. ..._.i *'For mora infor,,matim, on the Its 9UG IDacklight-Uptight-Gtarel Rating msl hHpc /(rem3w.ie>.o rg/rep-content/upload>('2017103(lt�t-15-1 1000RatingsAdd and a m.pdf. Valid with no tilt be used to address inrush current r '` . i 177 ] _ i........ , S mma .Ic. OO D 94 0 98 0,98 0.97= f�LTH • Designed with 0-1 OV dimiming capabilities. For 65L SKUs with UL ............_............ ......................... i.._... ___...... Op voltage, dimming control tines Must be>1Vwhen operated at277V. L nmantena:cevalucsat2eci77-fla,,eat,Wt,dp,r.M-2lbacodanLM-eodata ard4-itutum"nan,testing. Controls Ea others Lu u a c an b en ten per tore Motors s (LAf F) h ec bev wpred :o an u oor amtoawn ac ftors, Ptoasc refer to the y _ri f _ ,"L for outdou avc!„gc night; no a nb ent co nd,uons, a, - JOS r In acrn3 dance w th SNA iM-21-1i Projected Values r resent inter ota'ed vat- b sad n tare rain that a , • Refer to Dimming spec sheet for details p c t c au t o s. at a c > x t rues 16x) the IESNA LM -80 -UO total test duration lin hours) for tho device under testing 11UUT) i.e. the- r • Maximum IOV Source Current: 0.3OmA packaged tet) chip) / i „s J *In accoraaru with lBSNA TM -2t -t Calculated Values rc exert Sane dui ahcrrs;hLt exceed sir. tinxsl6Xl the IESNla ,t'% \ *x I r ��.\', .-_�-- -+ -.---- ;as N E , E C S N • Operating Temperature Range: 40L & 50L: -40'C to 40°C(-40`Fto ltd-8C-061otaltr.st durationlm hours)forth,dev:c undolootingaOUH uAhepa^kag,d LED chip) 104' F): 65L: Pending //: 'f`• REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations; • Consult factory for CE Certified products • Certified to ANSI C136.31-2001, 313 bridge and overpass vibration standards • 10kV surge suppression protection tested in accordance with IEEE/ANSI C62,41.2 • Meets FCC Part 15, Subpart B, Class A standards for conducted and radiated emissions • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • Meets Buy American requirements within ARRA • Rol -IS compliant. Consutt factory for additional details • DLC and DLC Premium qualified versions available. Some exceptions apply. Please refer to https://www.designtights,org/search/ for most current information • OSO-HO luminaires are enclosure rated IP66 per IEC 60598-1 when ordered without the R option • Dark Sky Friendly, IDA Approved when ordered with 30K CCT and DA mount. Please refer to http://dai-ksky.org/fsa/fsa-products/ for most current information CREE= US: lighting,cree,com T [8001236-6800 F 12621504-5415 Canada: www.cree.com/canada T (800) 473-1234 F (800) 890-7507 m.1 2. CESTL Test Report H: P109256 -002A 05Q-H0-A-**-4ME-40L-401(-UL QSQ-H0-A-**-4M.-40L-40K-UI.. w/OS Q-HO-BLSF WOSQ-HO-31L51- Mounting Height; 25' (7.6m) A.F.G- Initial Delivered Lumens: 35,406 initial Delivered Lumens; 33,085 Initial -C at grade `frin at de.ivered lumens at 25"C 177' Fl. Acral production yield may vary betveeen -10 and -1OLX, . of imt al dclivored lumens - For rno-e information on the IES BUG Macki.ight-Uplight-Gtarel Rating vis t. htips.//ww„v r, s,org!wp-r-oniact/uploads/201710=(TM-15-770UGRsongsAddana im. rd'. Val.d u,rh no tilt CREE..el US: lighting.cree.com T (800) 236-6800 F (2621504-5415 T 18001473-1234 F (8001890-7507 SINGLE OR DOUBLE FIXTURE (SEE LIGHTING PLAN) POLE SIZE 'B' 2 1/2" X 5" HANDHOLE W/ COVER - PER MANUFACTURER 1/2" CONDUIT STUB -UP - 3" PROJECTION _ (CONFIRM WITH MANUFACTURER) 2'-6" MIN. GRADE CONCRETE CURB GALVANIZED ANCHOR BOLTS (BY LIGHT MANUFACTURER) Q Z z 0 CE 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) S-0" PEDESTAL (PED) FOR LIGHT LOCATIONS WITHIN PARKING AREAS REINFORCING TIES 'E' Issue Date: 08.27.18 REVISION INFORMATION { 3' CLEAR (TYP) - z II k t SOILS SHALL BE COMPACTED TO 95% II I OPTIMUM DRY PROCTOR DENSITY ALL IF - VERTICAL AROUND MIN. BEARING CAPACITY OF 2000 REINFORCEMENT 'F' PSF TO BE VERIFIED IN FIELD (TYP.) OUNDATIO TYPICAL POLE Z TYPICAL 8Lf1t I(JlG At4QS,CAPE UPLI HT FOUNDATION ., h,.•.. IA. 'C' MIN. 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. Restaurant #: 5600 3. PROPOSED CONCRETE FOUNDATION AND POLE TO BE CONSTRUCTED WITHIN SUBJECT PROPERTY UNLESS OTHERWISE NOTED. SETBACK FROM CURB IS PREFERRED BUT TO BE ADJUSTED AS NEEDED TO PREVENT ENCROACHMENT OVER PROPERTY LINE. 4. BASE PLATE & ANCHOR BOLTS PER POLE MANUFACTURER. LARGER FOOTING DIAMETER AND OR ALTERNATE ARANCEMENT OF REINFORCING STEEL MAY BE REQUIRED TO ACCOMMODATE ANCHOR BOLT CONFIGURATION- CONTRACTOR ESPONSIBLE TO COORDINATE DIMENSIONAL REQUIREMENTS FOR BASE PLATE, ANCHOR BOLTS & REINFORCING STEEL PRIOR TO CONSTRUCTION, LONGHORN LONGHORN STEAKHOUSE PROTOTYPICAL BUILDING & LANDSCAPE LIGHTING PLAN Note. Lighting plan is provided to show basic lighting layout for the LongHorn LH16R building. Landscape Designer is responsible to get lighting plan for specific site location from DPM when preparing landscape plan. MOUNTING HEIGHT ABOVE GRADE 'A' 24'-25' POLE DIA. 'B' 6" SQUARE (OR PER MANUFACTURER) OF FIXTURES SINGLE OR DOUBLE FOUNDATION DIAMETER 'C' 18" DIA. ROUND FOUNDATION DEPTH V 7.5' REINFORCING TIES 'E' #4 @ 12" O.C. VERTICAL REINFORCEMENT 'F' (6) #6 BARS EQUALLY SPACED LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA SOIL NOTES I Drawing 1. FOOTING DESIGN BASED ON ASSUMED MAXIMUM ALLOWABLE SOILS BEARING CAPACITY OF 2,000 SF PSF. CONTRACTOR RESPONSIBLE TO VERIFY LIGHTING ADEQUACY OF ASSUMED BEARING CAPACITY PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED IF INCONSISTENCIES EXIST. 2. SUBGRADE TO BE FREE OF ORGANICS AND BE SUITABLE, COMPACTED MATERIAL. PLAN 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. DETAILS 2. ALL CONCRETE SHALL HAVE A SLUMP OF NO GREATER THAN 4" TO WITHIN A TOLERANCE OF 1". 3. ALL EXPOSED CONCRETE SHALL BE AIR -ENTRAINED (WITHIN 1% TOLERANCE), CONFORMING TO ASTM C260. 4. REINFORCING FRAMEWORK AND PLACEMENT OF CONCRETE SHALL COMPLY WITH GOOD CONSTRUCTION PRACTICES AND BE IN ACCORDANCE WITH ALL LOCAL GOVERNING CODES AND REGULATIONS AS WELL AS THE ACI AND UNIFORM BUILDING CODE. AREA LIGHT DETAIL NOT TO SCALE C4,2 THIS PLAN TO BE UTILIZED FOR SOIL EROSION & SEDIMENT CONTROL PURPOSES ONLY SEE SHEET #### FOR SOIL EROSION NOTES & DETAILS EROSION CONTROL LEGEND PROP. LIMIT OF DISTURBANCE LINE —SF—SF—SF—PROP. SILT FENCE LINE —7K -7K -7K— PROP. TREE PROTECTION FENCE LINE %> ' ' '� PROP. INLET FILTER ' PROP. HAYBALE SEDIMENT BARRIER GRAPHIC SCALE —20 0 10 20 40 1 e \ ( IN FEET) 4� 1 INCH = 20 FT. S :1 '--- e S 49' 16'58" E � I e 23.73' A= 4, I MEET EX. 4 GRADE �40OW59147" PROP. STABILIZED ♦ HB=S 71'46'51" E ` CONSTRUCTION ENTRANCE \ , CHD=34.44' e � i ry \ \ #� \ EMMMMM ei e _ ....'�. - . C T APPROX. LOCATION 1 10' VEPCO EASEMENT n Jaan pr_ aFP ' I VA���T/ON aaPERMANENT TEMPORARYYRFT WAii ANn TRAFFir. sir,N EASEMENT , ' `i1 r *."""r_'� _ �� `` ._....._.... '. 4'0 SAN. MH 0010000 W — 0 ♦ - #25 VI -0 LID: 06100-00-00-13200 LANDS N/F 1fJ� 81: 484.937 1 CV ASSOCIATES D.B. 1908 PG. 726 ILII It >kI ovmlumm OF DISTURBANCE PROP. CURB DROP INLET G: 491.28 ' } VDOT TEMPORARY STORY M -- PROP. CURB DROP INLET CONSTRUCTION EASEMENT :, ' RIM=481.6 �' G. 491.13 M STR. #3 c{ , 'a r,, M STR. PER D.B. 4594, PG. 065 '\' ; - TC: 488.85 ✓ 490 STORM #12 INV a - 4 - , _ r `r O % TC: 487.30 c NV (b) 7 1 '� �90 BCT 487.35 ♦ ■ , ` { GRT 486 80 INV IN (18"): 482.39 ��°� LIMIT'OF �� / INV IN (15'x: 482.12 EXTENDED, , INV OUT (18"):482.39 CURB f INV OUT (1 :482.12 ■ ■ LIMIT OF DISTURBANCE = 65,802 SF. ( 1.511 Ac.) PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE Know idde below 0111 before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW. CALL811. COM IM'.GUIVJIKUGUUN tAStMtNI _ v NO*, FOR ENTRANCE 49`16'58" W 242.02 PER D.B. 4679, PG. 554 ■ �_ STORM MH :,3,2 .,; NV (a) 480.57 F` r_ c. INV. 6 480.47 ' APPROX. LOCATIO ``;''; ��.`_ w ■ ■ VDOT TRAFFIC CONTR RIM=47 .39 7; STORM MH ^ 1 DEVICE EASEMENT INV. (OU RIM=479.51 . + PER D.B. 1314, PG. 48 &`:. �4 w INV. a - 473.29 'n ■ D.B. 4594, PG. 65 () / N `!� • INV. (b) = 472.81 ' STORM MH .0 / a` �N INV (a) 474.1 UNkN s�ZF J / ■ ' MH V (b) = 43.25 " 41�R 4z RIM M478.47 ■ ■ 77 11 _v ■ PROP. 4"0 SAN. MH SAN STR. #13 (1) RIM: 487.26 INV IN (8"): 484.16 ■ INV OUT (8"): 484.16 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ EX SWARY MINHOLE RIM, 487.8 BOS. 483.38 / / / FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing SOIL EROSION & SEDIMENT CONTROL PLAN �� C5.1 CONSTRUCTION O F A SILT FENCE CONSTRUCTION OF A SILT .FENCEI FRC H GRAVEL CURB INLET SEDIMENT (WII'FI WIRE SUPPORT) (WITHOUT WIRE SUPPORT) SILT FENCE DROP INLET STONE CONSTRUCTION ENTRANCE DESIGN WORLDWIDE FILTERPROTECTIONSET POSTS AND EXCAVATE A 4"'X4" 2, STAPLE WIRE FENCING 70 THE POSTS. I. SET THE STAKES. 2. EXCAVATE A 4''X 4" TRENCH TRENCH UPSLOPE ALONG THE LINE ; 70' MIN, JPSLOPE ALONG THE LINE OF EXISTING 311 Elm Street Suite 600 PAVEMENT 2 X 4' WOOD FRAME DROP INLET OF POSTS. STAKES. WITH GRATE 6'MAX. A X5:1 Cincinnati OH 45202 T -' - ` 513 241 3000 1.5' MAX.! FRAME i FILTER CtDTH 6" MIN. a MOUNTABLE -BERM (DPTIDNAL> www.frch.com SIDE ELEVATION EXISTING GROUND ARCHITECTS PROJECT #: 3' MIN. FLOW / (= t 70' MIN. 35651.000 to' MIN, GATHER W PTIONAK 4" I. I I I _ EXCESS LDPTIONAL) � . � ,....,. AT CORNERS DYNAMIC r 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT -�" ' "�"" _ ��ENGINEERING LDW ILII !ll -j'lli Ti__ TO STADES AND EXTEND THE EXCAVATED SOIL. 12' MIN. 11F- IN EXISTING LAND DEVELOPMENT IT INTO THE TRENCH. PERSPECTIVE VIEWS PAVEMENT GEOTECHNICALENVIRONMENL4l GRAVEL FILTER s 12° i 1 I TRAFFIC s SURVEY ♦`PLANNING &10NING, RUNOFF WATER - WIRE MESH 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE 1904 Main Sheet, lake Como, NJ Oi719 FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. i STAKE VDOT #1 i � POSITIVE D0z RAINAGE 10' MIN, T:732.97401981 F. 732.974.3521. FILTERED WATER / / I COURSE AGGREGATE i 70 SEDIMENT c H TRAPPING DEVICE AddiMonol olflces convenlenily located dt II e i 1i FABRIC MUST EXTEND FULL WIDTH Ches( .N� ersev: r 9088799229 OF INGRESS AND EGRESS Tom RM",'1r t V • r.732.97i0198. OPERA710H PLAN VIEW NM.gyp T267685.0276 T A725342iW IL 'r1 .. p'•' e/ /// / ///'`' �'t�-: Tj¶'L I Fb,so ie � i28178964E70 FLOW / Ifllf' II, 1' MIN•12' MIN,IT A�lnrexas T312aaaabas 1 f DekafeeaCtt Flo9da i 36x,921.8570 11 = 3" Mn SEDIMENT �I�ii a, A°._ / �- t= SHEET FLOW INSTALLATION ``''' 3' M!N. WWW.dynamicec.com (PERSPECTIVE VIEW) 12� �j i- I I ELEVATION OF STAKE AND FILTER CLOTH CONCRETE UTTER �L° r� I FABRIC ORIENTATION DETAIL A SECTION A -A CURB INLET til lii �-- II -,.S A avnx �A EP LI B SPECIFIC APPLICATION_ - \`\% I W I :; JI - EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FLO\\ ' ' F• OS NE SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTIONLE AT CURTHIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE 1 fl C S NE WHERE PONDING IN FRONT OF THE STRUCTURE BS NOT LI EH YTO INLETS FILTER FABRIC CAUSE 1� / _ I �� / INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER 16 INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED /��- - ilili�lr THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT P �E SIONAL NGI R AREAS. f I!I EXCEEDING I C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT r I��lf1 WIRE POINTS A SHOULD BE HIGHER THAN POINT B. APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS REINFDRCEn CONCRETE DRAIN SPacE VI �IaSSICENSE N 27 *GRAVEL SHALL BE VDOT #s, #357 OR 5 COARSE AGGREGATE.- DRAINAGEWAY INSTALLATION IN STREET OR HIGHWAY MEDIANS. SECTION B -B t%NF L I (FRONT ELEVATION ALBEMARLE COUNTY S TR. W BALE BARRIER GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ° STAKED AND Ei�rRE"°HED BINDING WIRE STRAW BALE 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND LW1 OR TWINE SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION PCOMPACTED REVENT RPNGL TO AND SEDIMENT CONTROL REGULATIONS. t ( 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. FILTERED RUNOFF ) } I SEDIMENT LADEN 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. I --J S RUNOFF 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. OO 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT MAINTAIN STOCK PILE EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. SURFACE IN 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACCORDANCE WITH ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. (MAX SIDE TEMPORARY 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. C� PROPERLY INSTALLED STRAW BALE SLOPE TYP.) // STABILIZATION NOTES 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL (CROSS SECTION j: j, EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE 1. EXCAVATE THE TRENCH. MADE IMMEDIATELY. 2. PLACE AND STAKE STRAW BALES. i A. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. J CONSTRUCT SILT FENCE OR HAYBALES B. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE axcLi >IRsz szLlaE(AS NEEDED) AROUND PERIMETER OF Y OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. O zDwtxn PRavlovsLY C. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DYAS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. h' -r m B ! i STOCKPILE (SEE DETAIL ON THIS SHEET) ,,..-- / D. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. E. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF !i(� ✓� - - S ;'r i,/ _ 7:OOAM TO 9:OOPM. F. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY FLOW - s I �`' ' SINKING, OR COLLAPSE. PUBLIC STREET BECAUSE OF SLIDES, - BALE G. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER WIDTH MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. H. TERMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS.ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. �I. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE �rj� LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCOPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE TEMPORARY STOCKPILE DETAIL APPLIED AT 1000LBS/ACRE AND CONSIST OFA 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF A 95% KENTCKY 31 OF TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY NOT TO SCALE BLUEGRASS. STRAW' MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO BE APPROVED BY THE Issue Date: 08.27.18 COUNTY EROSION CONTROL INSPECTOR. 4. BACKFILL AND COMPACT THE J. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO 3. WEDGE LOOSE STRAW BETWEEN BALES. EXCAVATED SOIL. STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE REVISION INFORMATION VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF RASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED FANREPAIRED CONSTRUCTION OF STRAW BALE BARRIER NOTES °° ° ° ° � ° ° ° °° K. ALD TEMPORARY EROSIIONLY. AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL 1. CONCRETE WASHOUT AREA(S) SHALL BE INSTALLED PRIOR TO CONCRETE ° ° INSPECTOR. PLACEMENT ON SITE. HE CONCRETE WASHOUT AREA SHALL BE ENTIRELY SELF-CONTAINED. 2. HE CONTRACTOR SHALL SUBMIT HE DESIGN, LOCATION AND SIZING OF VDEQ GENERAL EROSION AND SEDIMENT CONTROL NOTES THE CONCRETE WASHOUT AREA(S) WITH THE PROJECT'S EROSION AND ° SEDIMENTATION CONTROL PLAN AND SHALL BE APPROVED BY THE ENGINEER. ° VARIES ° 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE LOCATION: WASHOUT AREA(S) ARE TO BE LOCATED AT LEAST 50 FEET FROM NOTE 2 CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT ANY STREAM, WETLAND; STORM DRAINS, OR OTHER SENSITIVE RESOURCE.THE FLOOD ° CONTROL HANDBOOK AND VIRGINIA REGULATIONS EROSION AND SEDIMENT CONTROL REGULATIONS. THE WASHOUT IIS TO BEYLOCATED PLAN UWITHIN ST RHE FLOODPLAIN.ESS THE CONCRETE HAY IF ° ° 2. THE PLAN APPROVING THE AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK HAY BALES OR SIZE: THE WASHOUT MUST HAVE SUFFICIENT VOLUME TO CONTAIN ALL LIQUID COMPACTED EARN BERM PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ° ° AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS INCLUDING. BUT ° ° (SEE NOTE 3) 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. NOT LIMITED TO, OPERATIONS ASSOCIATED WITH GROUT AND MORTAR, SIDE SLOPES I(SEE 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. BELOW) 3. SURFACE DISCHARGE IS UNACCEPTABLE. THEREFORE, HAY BALES OR OTHER 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT MSURES, AS APPROVED BY THE ENGINEER,USED AROUNDLTHE PERIMETER OF THE CONCRETE WASHOUT AREALDFORECONTAINMENT. ° ° LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO 4, SIGNS SHOULD BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. CONCRETE AREA(S) AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE 6. THE CONTRACTOR IS RESONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT THE LOCATION OF HE CONCRETE WASHOUT TO OPERATORS OF CONCRETE EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. TRUCKS AND PUMP RIGS, WASHOUT SAFETY FENCING ORO HER APPROV DRMETHODOULD BE FLAGGED WITH. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING 5, WASHOUT AREA(S) ARE TO BE INSPECTED AT LEAST ONCE A WEEK FOR EXISTING GROUND ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. STRUCTURAL INTEGRITY; ADEQUATE HOLDING CAPACITY AND CHECKED FOR DEPTH VARIES8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. LEAKS, TEARS, OR OVERFLOWS. (AS REQUIRED BY THE CONSTRUCTION SITE SEE NOTE 2 10 MIL POLYETHYLENE SHEETING 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL ENVIRONMENTAL EPORT) WASHOUT AREA(S) SHOULD BE CHECKED AFTER HEAVY RAINS. EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE Restaurant #: 5600 MADE IMMEDIATELY. 6, HARDENED CONCRETE WASTE SHOULD BE REMOVED AND DISPOSED OF SAND BAGS TO SECURE WHEN THE WASTE HAS ACCUMULATED TO HALF OF THE CONCRETE WASHOUT'S SHEETING (OR METHOD HEIGHT, THE WASTE CAN BE STORED AT AN UPLAND LOCATION, AS AS DIRECTED BY ENGINEER) LONGHORN APPROVED BY THE ENGINEER.. ALL CONCRETE WASTE SHALL BE DISPOSED OF IN A MANNER CONSISTENT WITH ALL APPLICABLE LAWS; REGULATIONS, AND SIDE SLOPES TO BE GUIDELINES. 2:1 OR 3:1 (NOMINAL) 7. PAYMENT FOR THIS ITEM IS TO BE INCLUDED UNDER THE GENERAL COST LH9 OF THE WORK FOR THE PROJECT, INCLUDING SITE RESTORATION. CONCRETE WASHOUT AREA Prototype current thru 06-15-2018 NOT TO SCALE (SEE NOTE 2) 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing SOIL EROSION & PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON SEDIMENT CONTROL PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE NOTES & DETAILS Know whaf': below Call before you ft FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: 5,2 WWW.CALLBI I.COM MUNICIPAL, COUNTY, STATE AND NIA DETAILS TO SUPERCEDE DYNAMIC ENGINEERING DETAILS WHERE APPLICABLE 2" NMA SUPERPAVE 9.5 MM SURFACE COURSE. 3" HMA E 25.0 MM BASE COURSE. 1 1/4" RADIUS 8" GRADED AGGREGATE BASE COURSE. HOT-POURED RUBBER BUSH ASPHALT JOINT SEALER 6" MIN. FRCH 6 RADE(SEE PAVEMENT SURFACE FINISHED GRADE DETAIL) 1 ALUMINUMILPIPDSTEEL E HANDRAIIL EPDXY PAINT FINISH DESIGN WORLDWIDE GEOTEXTILE FABRIC WHERE ' . � REQUIRED PER GEOTECHNICAL1/2" 00 00 �o 0REPORT AND BASED ONFILLER, BoSUBGRADE CONDITIONS PREFORMED EXPANSION JOINT BITUMINOUS TYPE, CONFORMING �OQ Q O TO AASHTO SPEC'S M-33. TO BE 8g88888 INSTALLED BETWEEN CURBS AND oooho000000 ': � NON-BITUMINOUS PAVEMENT OR BASE rNEA 12" MIN I-- �� 311 Elm Street Suite 600 Cincinnati OH 45202 5132413000 ROVED NATURAL SUBGRADE SOILS OR STRUCTURAL FILL oo- c4� COURSE. 6' TYP www.frch.com NJDOT CLASS 'B' CONCRETE 8SUBGRADE NJDOT CLASS 'B' CONCRETE UNEXCAVATED VIRGIN MATERIAL (SEE NOTE 1) MATERIAL (SEE NOTE 1) � ARCHITECTS PROJECT #: NOTES: 6" CURB REVEAL FLUSH CURB CORE DRILL FOR POST � M 35651.000 1. HOT MIX ASPHALT SURFACE AND BASE COURSE MATERIAL SHOULD MEET THE SPECIFICATIONS OF THE 2016 VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE N CONSTRUCTION. DYNAMIC 2, AGGREGATE BASE COURSE MATERIAL SHOULD MEET THE SPECIFICATION IN THE 2016 VIRGINIA DEPARTMENT • ENGINEERING OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 3. HOT MIX ASPHALT (HMA) SURFACE AND BASE COURSES SHOULD BE PLACED IN ACCORDANCE WITH THE NOTES: LAND DEVELOPMENT CONSULTING • PERMITTING GE4TECNNICAL•ENVIRONMENTAL SPECIFICATION IN THE 2016 VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. NCF ET TRAFFIC 0 SURVEY ♦ PLANNING &ZONING 1. ANY EXCAVATION! BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED WITH 3/4" CLEAN CRUSHED 12 SLOPE 4. AGGREGATE BASE COURSE SHOULD BE PLACED IN ACCORDANCE WITH THE SPECIFICATION IN THE 2016 STONE. ALL SUBGRADES SHALL BE APPROVED BY THE TOWNSHIP ENGINEER PRIOR TO POURING. 1904 MGIn Sheet, Lake Como, NJ 07719 VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE 2. TRANSVERSE JOINTS 1/2" WIDE SHALL BE INSTALLED IN THE CURB 20'-0" APART AND SHALL BE FILLED WITH PREFORMED, T 732.974.0�98I T: 732.974.3521'• CONSTRUCTION. BITUMINOUS-IMPREGNATED FIBER JOINT FILLER, COMPLYING WITH THE REQUIREMENTS OF AASHTOM-213, RECESSED 1/4" FROM THE FRONT FACE ' Additional offfcesconveniently located at; T_ V k N Je"e T: 732.9740198 a T: 2676850216 5. AGGREGATE BASE COURSE SHOULD BE PLACED ON A SUBGRADE COMPACTED TO 98% OF MAXIMUM DRY DENSITY PER STANDARD PROCTOR (AASHTO T 99). AND TOP OF THE CURB. 3. DUMMY JOINTS I(FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS. 4. WIDTH OF JOINT FILLER STRIP EQUAL TO THE THICKNESS OF THE PAVEMENT LESS 1/2". ,",eek aenTa 9725342100'" riaun°n Terns 1281.79P',6yCd 6. OWNER SHALL CONTACT AND ENGAGE DYNAMIC EARTH, LLC. TO INSPECT AND TEST SUBGRADE SOILS. 5. THESE SPECIFICATIONS ALSO MEET RSIS DESIGN STANDARDS.CONTR 15.2662646 ,p D2kmy B qch Fio d i; 567,92185]0 AOFOCONSTRUCTONR SHALL ATO IM LLC. AT ( ) ( AT CCONFRCT ONSET REQUIREMENTS ANDBCOORDINATE INSP C�ONS.IC-EARTH.COM) 7. SUBGRADE SOILS SHALL BE APPROVED BY DYNAMIC EARTH, LLC. APPROVED NATURAL SOILS SHALL BE CONCRETE CURB DETAIL 36" MIN www.dynamicec.com 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 NOT TO SCALE 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. ?PXTII op 8. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTION DESCRIPTION. CONSTRUCTION IN ACCORDANCE JOS NE WITH ALL APPLICABLE LOCAL & 12" MIN 12" MIN STATE CODE REQUIREMENTS HEAVY DUTY PAVEMENT SECTION AS REQUIRED J E C S NE NOT TO SCALE 8" THICK, 4,000 PSI CONCRETE P �E SIONAL NCI R T111K, DENSE GRADED VI �i�SzONNSE 27 [15" AGGREGATE BASE AL'� 9'-0" 1.5" HMA SUPERPAVE 9.5 MM SURFACE COURSE. 2.5" 3" HMA SUPERPAVE 25.0 MM BASE COURSE. �� 8" GRADED AGGREGATE BASE COURSE. 4" WIDE 1' MIN. EXIST. ASPHALT #4 - @ 12" O.C. EACH WAY ';/ ', WHITE STRIPE NEW EXIST. NOTES: 1. THE MAXIMUM SLOPE OF A RAMP IN NEW CONSTRUCTION SHALL BE 1:12. THE MAXIMUM RISE FOR ANY RUN SHALL BE 30 IN (760MM). 2. THE MINIMUM CLEAR WIDTH OF A RAMP SHALL BE 361N (915MM). o LSI ,� NOTES: 3. RAMPS SHALL HAVE LEVEL LANDINGS AT BOTTOM AND TOP OF EACH RAMP AND EACH RAMP RUN. LANDINGS SHALL HAVE THE FOLLOWING � 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 FEATURES: HE RUN) 1. THE LANDING SHALL BE AT LEAST AS WIDE AS THE RAMP RUN LEADING TO IT. SAWCUT /SAWCUT A TOLERANCE OF 1". (P 2. THE LANDING LENGTH SHALL BEA MINIMUM OF CLEAR. APPROVED NATURAL SUBGRADE AND HOT TAR SEAL 3. ALL EXPOSED CONCRETE SHALL BE AIR-ENTRAINED, (6% WITHIN 1% TOLERANCE), CONFORMING TO ASTM C260. 3. IF RAMPS CHANGE DIRECTION AT LANDINGS, THE MINIMUM LANDING SIZE SHALL BE 601N BY 601N (1525MM BY 1526MM). HANDRAIL ON SWITCHBACK OR DOGLEG RAMPS SHALL SOILS OR STRUCTURAL FILL. 4. REINFORCING STEEL BARS SHALL BE A MINIMUM ASTM A615, GRADE 601, AND SHALL BE FIELD 4. HANDRAILS SHALL BE PROVIDED ALONG BOTH SIDES OF RAMP SEGMENTS. THE INSIDE O WIRED IN PLACE. 5. ALL FRAMEWORK, AND PLACEMENT OF CONCRETE SHALL COMPLY WITH GOOD CONSTRUCTION ALWAYS BE CONTINUOUS. 5. IF HANDRAILS ARE NOT CONTINUOUS, THEY SHALL EXTEND AT LEAST 12IN (305MM) BEYOND THE TOP AND BOTTOM OF THE RAMP SEGMENT AND SHALL BE PARALLEL WITH THE FLOOR OR GROUND SURFACE. NOTES: PRACTICES AND BE IN ACCORDANCE WITH ALL LOCAL GOVERNING CODES AND REGULATIONS, AS 1. HOT MIX ASPHALT SURFACE AND BASE COURSE MATERIAL SHOULD MEET THE SPECIFICATIONS OF THE 2016 VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE WELL AS THE ACI AND UNIFORM BUILDING CODE. 6. EXPANSION JOINTS 1/2" WIDE OF PREMOULDED BITUMINOUS MATERIALS SHALL BE INSTALLED. CURB FACE 6. THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE 1-1/21N 7. GRIPPING SURFACES SHALL BE CONTINUOUS. / CONSTRUCTION. 8. ENDS OF HANDRAILS SHALL BE EITHER ROUNDED OR RETURNED SMOOTHLY TO FLOOR, WALL OR POST. 2. AGGREGATE BASE COURSE MATERIAL SHOULD MEET THE SPECIFICATION IN THE 2016 VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 9. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 3. HOT MIX ASPHALT (HMA) SURFACE AND BASE COURSES SHOULD BE PLACED IN ACCORDANCE WITH THE SPECIFICATION IN THE 2016 VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR I ROAD AND BRIDGE CONSTRUCTION. HEAVY DUTY CONCRETE PAD DETAIL PARKING STALL STRIPING DETAIL HANDRAIL AT A.D.A ACCESSIBLE RAMP DETAIL ' [� 4. AGGREGATE BASE COURSE SHOULD BE PLACED IN ACCORDANCE WITH THE SPECIFICATION IN THE 2016 VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE NOT TO SCALE ,3 NOT TO SCALE NOT TO SCALE CONSTRUCTION. 50%-65% OF 4" AZURE BLUE STRIPING CONSTRUCT 1/2" WIDE EXPANSION JOINT 5. AGGREGATE BASE COURSE SHOULD BE PLACED ON A SUBGRADE COMPACTED TO 98% OF MAXIMUM DRY DENSITY PER STANDARD PROCTOR (AASHTO T 99), 6. OWNER SHALL CONTACT AND ENGAGE DYNAMIC EARTH, LLC. TlO INSPECT AND TEST SUBGRADE SOILS. BASE DIAMETER CURBLINE OR STRIPING EVERY 20' WITH PREMOLDED BITUMINOUS JOINT FILLER ONSETAOFOCONSTRUCT CONTACT CONFIRM REQUIREMENTST AN DBCOORDINAT9E INSP CDTONNS IC-EARTH.COM) AT ADA PARKING SIGN W/ VAN ACCESSIBLE SIGN (VAN SIGN FOR SPACES W/8' z 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 .2 IN. STALL & ACCESS AISLE ONLY) W W CONDITION. UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL OR 5 mm Q ' STABILIZED AS DIRECTED BY DYNAMIC EARTH, LLC. ANY STRUCTURAL FILL AT OR BELOW PAVEMENT 23-36 mm W SUBGRADE SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM-D1557. 8. CONTRACTOR TO REFER TO GEOTECHNIICAL REPORT FOR FINAL PAVEMENT SECTION DESCRIPTION. SIDE VIEW 1.6-2.4 IN. (41-61 MM) CONCRETE WHEEL STOP (WHERE REQUIRED) CONSTRUCT CONTRACTION JOINTS 4' (TYP.) CONCRETE SIDEWALK (MEASURED C/C) CUT TO A DEPTH OF 1/2" DEEP PLACED EVERY 4' ON CENTER Issue Date: 08.27.18 0.65 IN. 17 mm SD PAVEMENT SECTION (MIN.) 4'-4 1/2"Uj NOT TO SCALE 1.6-2.4 IIN. (41-61 MM) PAINTED ADA PARKING REVISION INFORMATION SYMBOL (SEE DETAIL) (MEASURED C/C) VARIES (SEE SITE PLAN) FINISHED GRADE TO BE CONTRACTOR TO CONSTRUCT DETECTABLE WARNINGS WHEN FLUSH WITH WALKWAY SIDEWALK INTERSECTS A VEHICULAR TRAVELED WAY 4" AIR ENTRAINED GONG. 4,000 P.S.I. @ 28 DAYS �� A.D.A. DETECTABLE WARNING SURFACES SHALL CONSIST OF RAISED 8-0" 5' MIN. OR 8'� APPROVED COMPACTED SUBGRADE TRUNCATED DOMES THAT CONTRAST VISUALLY WITH ADJOINING NOTES: r T (SEE PLAN) SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT(SEE DETAIL) SECTIO 1. DETECTABLE WARNINGS SHALL BE A PRE-MANUFACTURED ARMOUR TILE TACTILE SYSTEM OR APPROVED EQUIVALENT. CURB TO BE FLUSH WITH PAVEMENT 2. WARNING SURFACE SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT PER LATEST A.D.A. NOTES: NOTE: Y - ACCESSIBILITY GUIDELINES. 3. CONTRACTOR TO COORDINATE SPECIFIC SYSTEM AND MATERIALS UTILIZED WITH THE ENGINEER TO ENSURE LOCAL, STATE AND A.D.A. COMPLIANCE 1. PAVEMENT STRIPING FOR ALL ADA PARKING SPACES SHALL BE PAINTED AZURE BLUE. 1. MAX. CROSS SLOPE 1/4" PER FOOT PITCHED TOWARDS ROADWAY. 2. PROVIDE 1 2' WIDE PREMOLDED BITUMINOUS EXPANSION JOINT AT 20' INTERVALS. / J W LL ° � Q � MAX. SLOPE. N PRIOR TO CONSTRUCTION. 2. WHERE AN ADA PARKING STALL MEETS A STANDARD PARKING STALL, AN AZURE BLUE AND WHITE PAVEMENT STRIPE SHALL BE PAINTED. 3, REFER TO SITE PLAN FOR SIDEWALK WIDTH. AMAX. SLOPE W o 4. PROVIDE A BROOM FINISH TO PROVIDE A SLIP RESISTANT WEARING SURFACE IN ACCORDANCE WITH A.D.A. REGULATIONS. 1:12 N o w 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 ACCESSIBILITY GUIDELINES. FINISH THE EDGES OF THE GROOVES USING AN EDGING TOOL WITH A 1/4" RADIUS. TRUNCATED DOME PATTERN FOR A.D.A. D.A. CURBLINE ADA STALL MARKINGS DETAIL SIDEWALK DETAIL DETECTABLE WARNING SURFACE BROOM FINISH NOT TO SCALE NOT TO SCALE TAPER CURB W/RAMP 5'-0" MIN. NOT TO SCALE AS REQUIRED (TYP.) CURB TO BE 18" MIN. WATER OR STORM MAIN - RED BACKGROUND FLUSH WITH AS REQUIRED PAVEMENT AS REQUIRED PROPOSED GAS SERVICE TO BE NOTES: INSTALLED IN SAME TRENCH IF GOING. ENCASEMENT REQUIRED WHERE Restaurant #: 5600 1.) CURB RAMPS MAY NOT EXTEND INTO ANY PORTION OF THE PARKING SPACE OR ASSOCIATED STRIPED ISLAND. APPROVED BY GAS AND WATER CLEARANCE BETWEEN SAN. SEWER PIPEL COMPANIES &WATER OR STORM MAIN IS LESS THAN LONGHORN 2.) COUNTER SLOPES OF ADJOINING GUTTERS AND PAVEMENT SHALL NOT BE STEEPER THAN 1:20 WITH A MAX. CROSS SLOPE OF 2%. A 18" EITHER ABOVE OR BELOW SAN, SEWER., 10'-0" 10'-0" 3. A LEVEL LANDING AREA(MAX. SLOPE 2% IN ANY DIRECTION) SHALL BE PROVIDED AT THE TOP OF THE RAMP. WATER OR STORM MAIN Z LH9 THE LANDING CLEAR LENGTH SHALL BE 36" MIN AND THE CLEAR WIDTH SHALL BE AS WIDE AS THE RAMP. Prototype current thru 06-15-2018 4.) CURB RAMPS, PAVEMENT MARKINGS & APPLICABLE SIGNAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH a PROP. SAN. SEWER PIPE ° ° a ' . a°. ° "C" WHITE LETTERS 1600 Rio Road East THE LATEST A.D.A. ACCESSIBILITY GUIDELINES. CLASS "C" CONC. ° a d a ° a °° CLASS °° a ENCASEMENT ° °. a CONC. ENCASEMENT a a a °.. a a. . Charlottesville VA 22901 . Q ° ° a 30"x30„ A.D.A. PARALLEL CURB RAMP DETAIL Q ° R1-1 SIGN DETAIL AUTHORIZED /BED FOR: NOT TO SCALE a NOT TO SCALE .. ° p ° 6° MIN. (TYP) °° . .d ° a ° ° ° ° CHARLOTTESVILLE VA o d ° ° a a PROP. SANITARY SEWER PIPE CAUTION/MARKER TAPE, WITH WIRE OR METALLIC ° TRACER (TYP.) Drawing WATER OR STORM MAIN Q PROTECT YOURSELF ° D 20 0" ° ° CONSTRUCTION ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE A PROP. CONCRETE CRADLE WATER OR STORM MAIN TO SUPPORT ENCASED PIPE d° 4 . °°, DETAILS NOTE: CONTRACTOR TO CONFIRM CROSSING WITH ALL UTILITY COMPANIES AFFECTED. (4000 PSI CONC.) (TYP.) 18" d REQUIREMENTS PROP. 6" STONE BASE 18" MIN. (3/4" CLEAN STONE)(TYP.) 000 pOoo Km. whall!s below SECTION A-A a29/15 - EV/- C811 before you Co UTILITY CROSSING DETAIL FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: NOT TO SCALE WWW.CALL811.COM 6" CONC. BOLLARDS (3 TYP.) w V) PPAINT TO MATCP RI III nlNf: i #4 BARS TOP & BOTTOM CONTINUOUS GH HOT POURED RUBBER ASPHALT JOINT SEALER PROP ASPHALT (SEE DETAIL) PROPOSED STONE BASE APPROVED SUBGRADE 4000 PSI CONC. AT 28 DAYS EXTENDED CURB DETAIL NOT TO SCALE ROOF DRAIN WITH TEE & OVERFLOW DETAIL NOT TO SCALE 4" CAP BLOCK DRILL HOLES IN CONCRETE FOR STEEL TUBE GATE STOP HOLDERS SUPPLIED W/ GATE TC = TOP OF CURB GH = GRADE ON HIGH SIDE GL = GRADE ON LOW SIDE ADDITIONAL DEPTH FINE HMA SURFACE COURSE (OR LEVELING COURSE AS APPROPRIATE).TO EFFECT MINIMUM DDESIRED SLOPE ON ASPHALT SURFACE - 1% ABSOLUTE MIN. - 1-1/2% DESIGN MIN. 1-1/2" DEEP Z 8'± MILLING OR AS FIELD HMA SURFACE COURSE (MIN,) CONDITIONS DICTATE LLJ 00 P oLLJ 10 MAINTAIN MIN. 1-1 2% v� SLOPE AS APPROPRIATE EXISTING SURFACE TO RECEIVE ASPHALT TACK COAT (SECTION 401.03.02) o EXISTING PAVEMENT SURFACE TO x RECEIVE ASPHALT TACK COAT (SECTION 401.03.02) OVERLAY PAVEMENT DETAIL 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. .._... r EXIST, ASPHALT SAWCUT (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 r EXIST. ASPHALT iw - ' SAWCUT (1.5" DEEP MIN.) AND R) HOT TAR SEAL (SEE NOTE) EXISTING PAVEMENT SURFACE TO RECEIVE ASPHALT TACK COMPACTED NATURAL (EXIST.) SOILS FREE OF COAT (SECTION 401.03.02) ORGANICS & OTHER COMPRESSIBLE MATERIALS MILLING & OVERLAY DETAIL CURB ( SEE SITE PLAN ) CORES IN FIRST 16" TO BE FILLED WITH CONCRETE 8"x8N16" HOLLOW CONCRETE BLOCK W,/ DUR-O-wwALL EVERY TWO (2) BLOCK COURSES w w 0 CONTRACTOR TO GROUT STRUCTUREID TC 1„ 1 1/2" R (TYP.) GRADE 1/8 LATCH BOARD ON BOARD GATE 4 el 1/2" BITUMINOUS � "TURN DOWN" BEAM AS REQUIRED FLEXIBLE EXPANSION III r' II o. d - 9,500 JOINT MATERIALY� ,< FLUS WWW.PARK-USA.COM ° (2) G//ATE/STOPS < INLET PIPE d 9,900 7'-10" JOIN- GL DATE MANUFACTURED Pia EQUIPMfyY ipyfNT GT -1000 MAY BE ACCOMMODATED] \ 2,300 nO ® ° . .4.. oOpOo000poo0 PROP, 3 GRADE 1 MAX °a. 3»° \\// \/\/\ 9" aa, 9'-2" DRIVEW, a Q a LLII 11 11 1, GT -1500 1,500 #4@16"0 C, .. N 9'-2" b INLET AND OUTLET 5'-9" d , Q b °'d d PROVIDED 21,250 9'-0" 6'-0" a B PING 6'-6" GT -2500 FIRM, COMPACTED 5,700 27,050 18" APPROVED SUBGRADE 7'-0" °a 5'-6" #4 BARS TOP & BOTTOM CONTINUOUS GH HOT POURED RUBBER ASPHALT JOINT SEALER PROP ASPHALT (SEE DETAIL) PROPOSED STONE BASE APPROVED SUBGRADE 4000 PSI CONC. AT 28 DAYS EXTENDED CURB DETAIL NOT TO SCALE ROOF DRAIN WITH TEE & OVERFLOW DETAIL NOT TO SCALE 4" CAP BLOCK DRILL HOLES IN CONCRETE FOR STEEL TUBE GATE STOP HOLDERS SUPPLIED W/ GATE TC = TOP OF CURB GH = GRADE ON HIGH SIDE GL = GRADE ON LOW SIDE ADDITIONAL DEPTH FINE HMA SURFACE COURSE (OR LEVELING COURSE AS APPROPRIATE).TO EFFECT MINIMUM DDESIRED SLOPE ON ASPHALT SURFACE - 1% ABSOLUTE MIN. - 1-1/2% DESIGN MIN. 1-1/2" DEEP Z 8'± MILLING OR AS FIELD HMA SURFACE COURSE (MIN,) CONDITIONS DICTATE LLJ 00 P oLLJ 10 MAINTAIN MIN. 1-1 2% v� SLOPE AS APPROPRIATE EXISTING SURFACE TO RECEIVE ASPHALT TACK COAT (SECTION 401.03.02) o EXISTING PAVEMENT SURFACE TO x RECEIVE ASPHALT TACK COAT (SECTION 401.03.02) OVERLAY PAVEMENT DETAIL 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. .._... r EXIST, ASPHALT SAWCUT (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 r EXIST. ASPHALT iw - ' SAWCUT (1.5" DEEP MIN.) AND R) HOT TAR SEAL (SEE NOTE) EXISTING PAVEMENT SURFACE TO RECEIVE ASPHALT TACK COMPACTED NATURAL (EXIST.) SOILS FREE OF COAT (SECTION 401.03.02) ORGANICS & OTHER COMPRESSIBLE MATERIALS MILLING & OVERLAY DETAIL CURB ( SEE SITE PLAN ) CORES IN FIRST 16" TO BE FILLED WITH CONCRETE 8"x8N16" HOLLOW CONCRETE BLOCK W,/ DUR-O-wwALL EVERY TWO (2) BLOCK COURSES w w 0 CONTRACTOR TO GROUT STRUCTUREID W < TO FINISHED GRADE 1. POSTS SHALL BE SET IN POST FOOTERS AS SHOWN OR CORED, SLEEVED OR SET IN POST FOOTERS, SCREEN APERTURE (2400 OR 4700) ` GRADE 1/8 LATCH BOARD ON BOARD GATE LATCH BOARD ON BOARD GATE FIBERGLASS SEPARATION "TURN DOWN" BEAM AS REQUIRED B III r' II o. CYLINDER AND INLET \ - 9,500 7'-10" FLUS WWW.PARK-USA.COM 3'-3" (2) G//ATE/STOPS B INLET PIPE (2) G//ATE//STOPS 9,900 7'-10" JOIN- (MULTIPLE INLET PIPES'\ DATE MANUFACTURED Pia EQUIPMfyY ipyfNT GT -1000 MAY BE ACCOMMODATED] \ 2,300 nO QP��E6U CD 5'-0" 6'-0" 4'-9° H6LDE1RS SET IN SLAB ),1 GT -1250 1,250 HOLDERS SET IN SLAB 14,650 9'-2" DRIVEW, 6'-0" 4'-9" LLII 11 11 1, GT -1500 1,500 1 11 11 1 L[ 9'-2" GRADE INLET AND OUTLET 5'-9" d , GT -2000 2,000 PROVIDED 21,250 9'-0" 6'-0" a B PING 6'-6" GT -2500 2,500 5,700 27,050 13'-0" 7'-0" 7'-0" °a 5'-6" GT -3000 3,000 6,900 �\ \/\ 6" CONIC. PAD D CONC. REINFORCED WITH BOO 7'-0" 4 g" 4„ 6X6X10 GA WWF 6'-6" Y d" 1'-4" CONCRETE FOOTING GATES PRODUCED BY FALCON MANUFACTURING. SPECIFICATIONS SHOW ON ARCHITECTURAL DRAWINGS. MASONRY TRASH/BOARD- ON- BOARD GATE ENCLOSURE DETAIL NOT TO SCALE PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE R, Ise. : below C811 before you �I. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM MAINTAIN EXISTING REVEAL (6" MAX.) MAINTAIN MIN, 1-1/2% SLOPE TO/AWAY FROM CURB AS APPROPRIATE EXIST. CONIC, PIPROPOSED OVERLAY TAPER DEPTH AS REQUIRED WALK & CURB OVERLAY DEPTH 'EXIST. PAVEMENT SURFACE TO RECEIVE ASPHALT TACK COAT g'± MILLING AS REQUIRED TO (SECTION 401.03.02) ATTAIN SLOPE EXISTING CONCRETE WALK AND EDGE CONDITION PAVEMENT DETAIL NOTES: 1. REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION. ENSURE THAT THE FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. 2. ALL PAVEMENT SECTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. 3. SEE PAVING DETAILS FOR ADDITIONAL INFORMATION. MILLING DETAILS NOT TO SCALE FIBERGLASS SEPARATION CYLINDER AND INLET A '4 FLOW ......... fir.... , FLOW i PVC HYDRAULIC SHEAR PLATE MAX.MAX6 r PLAN VIEW B -B N.T.S. OIL BAFFLE SKIRT - SEPARATION SCREEN PVC HYDRAULIC SHEAR PLATE SOLIDS STORAGE SUMP CENTER OF CD8 STRUCTURE, SCREEN AND SUMP OPENING A l PP r TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) 48" (12191 I.D. MANHOLE STRUCTURE CONTRACTOR TO GROUT STRUCTUREID W < TO FINISHED GRADE 1. POSTS SHALL BE SET IN POST FOOTERS AS SHOWN OR CORED, SLEEVED OR SET IN POST FOOTERS, SCREEN APERTURE (2400 OR 4700) ` GRADE \�\\\\\\ DPLAN OTHERWISE, RAMPS FNISHFO 3. UNLESSA NON -SLIP HORIZONTAL BROOM FINISH. RINGS/RISERS—� r --r 4I m FIBERGLASS SEPARATION "TURN DOWN" BEAM AS REQUIRED B III r' II o. CYLINDER AND INLET \ - 9,500 7'-10" 4'-4" WWW.PARK-USA.COM 3'-3" S-0" B INLET PIPE MODEL: GT -1 9,900 7'-10" TO PUBLIC (MULTIPLE INLET PIPES'\ DATE MANUFACTURED Pia EQUIPMfyY ipyfNT GT -1000 MAY BE ACCOMMODATED] \ 2,300 nO QP��E6U CD 5'-0" 6'-0" 4'-9° 4'-6" GT -1250 1,250 2,900 14,650 9'-2" 5'-8" 6'-0" 4'-9" ° GT -1500 1,500 3,500 77 9'-2" °. INLET AND OUTLET 5'-9" d , GT -2000 OIL BAFFLE SKIRT - SEPARATION SCREEN PVC HYDRAULIC SHEAR PLATE SOLIDS STORAGE SUMP CENTER OF CD8 STRUCTURE, SCREEN AND SUMP OPENING A l PP r TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) 48" (12191 I.D. MANHOLE STRUCTURE 53 —i 1 ET m. c. CJ ' 4f ELEVATION A -A N.T.S. lums GALVANIZED STEEL POSTS EQUAL SPACING (6'- i ") (TYP 4" COUNTY, STATE AND MUA DETAILS TO SUPERCEDE DYNAMIC 4" THICK CONCRETE SIDEWALK (SEE DETAIL) SLEEVE SET POST OPTION: 6'-0" LANDING 8" MIN. DIA. CONCRETE POST FOOTING. 2% SLOPE (MAX.) IN ANY SLOPE NOT TO EXCEED 8.33%(1:12)(2-6"MAX. RISE) DIRECTION SIDE SECTION REFER TO SITE PLAN FOR SIDEWALK WIDTH 36" MIN. CLEAR WIDTH 1-1/2" O.D. GALVANIZED STEEL POSTS AND HANDRAIL ON BOTH SIDES OF RAMP PIPE SLEEVE Co 4" THICK CONCRETE SIDEWALK (SEE DETAIL) /. COMPACTED SUBGRADE TO 95% SLEEVE SET POST OPTION: 8" MIN. DIA. CONCRETE POST FOOTING. FINISH GRADE DETAILS WHERE APPLICABLE GALVANIZED STEEL HANDRAIL (SEE NOTE BELOW) / / TURN ENDS INTO POST 6'-0" LANDING 2% SLOPE (MAX) IN ANY DIRECTION NOTES: STRUCTUREID W < PPPPP\PP 1. POSTS SHALL BE SET IN POST FOOTERS AS SHOWN OR CORED, SLEEVED OR SET IN POST FOOTERS, SCREEN APERTURE (2400 OR 4700) ` ND SLPES. RAMP DIMENISASHALLOBE 2. REFETONOT \�\\\\\\ DPLAN OTHERWISE, RAMPS FNISHFO 3. UNLESSA NON -SLIP HORIZONTAL BROOM FINISH. fl---------- I I II 1 4. UNLESS OTHERWISE SPECIFIED, ALL RAMP POSTS, HANDRAILS, RAILINGS AND RETURNS SHALL BE 4I m SCHEDULE. 40 GALVANIZED STEEL, PAINTED BLACK. "TURN DOWN" BEAM AS REQUIRED B III r' II o. NOTESISPECIAL REQUIREMENTS: ` PER ENGINEER OF RECORD POUTLET PIPE 9,500 7'-10" 4'-4" WWW.PARK-USA.COM 3'-3" S-0" GT -750 PERMANENT POOL `ELEV. MODEL: GT -1 9,900 7'-10" TO PUBLIC ° DATE MANUFACTURED Pia EQUIPMfyY 53 —i 1 ET m. c. CJ ' 4f ELEVATION A -A N.T.S. lums GALVANIZED STEEL POSTS EQUAL SPACING (6'- i ") (TYP 4" COUNTY, STATE AND MUA DETAILS TO SUPERCEDE DYNAMIC 4" THICK CONCRETE SIDEWALK (SEE DETAIL) SLEEVE SET POST OPTION: 6'-0" LANDING 8" MIN. DIA. CONCRETE POST FOOTING. 2% SLOPE (MAX.) IN ANY SLOPE NOT TO EXCEED 8.33%(1:12)(2-6"MAX. RISE) DIRECTION SIDE SECTION REFER TO SITE PLAN FOR SIDEWALK WIDTH 36" MIN. CLEAR WIDTH 1-1/2" O.D. GALVANIZED STEEL POSTS AND HANDRAIL ON BOTH SIDES OF RAMP PIPE SLEEVE Co 4" THICK CONCRETE SIDEWALK (SEE DETAIL) /. COMPACTED SUBGRADE TO 95% SLEEVE SET POST OPTION: 8" MIN. DIA. CONCRETE POST FOOTING. FINISH GRADE DETAILS WHERE APPLICABLE GALVANIZED STEEL HANDRAIL (SEE NOTE BELOW) / / TURN ENDS INTO POST 6'-0" LANDING 2% SLOPE (MAX) IN ANY DIRECTION CROSS SECTION TYPICAL ADA RAMP WITH HANDRAIL DETAIL CDS2015-4-C DESIGN NOTES "FHE STANDARD CD82015-4-C CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. CONFIGURATION DESCRIPTION GRATED INLET ONLY (NO INLET PIPE) GRATED INLET WITH INLET PIPE OR PIPES CURB INLET ONLY (NO INLET PIPE) CURB INLET WITH INLET PIPE OR PIPES SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) SEDIMENT WEIR FOR NJDEP / NJCAT CONFORMING UNITS FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS NOTES: STRUCTUREID WATER QUALITY FLOW RATE (CFS OR Us) ` PPPPP\PP 1. POSTS SHALL BE SET IN POST FOOTERS AS SHOWN OR CORED, SLEEVED OR SET IN POST FOOTERS, SCREEN APERTURE (2400 OR 4700) ` ND SLPES. RAMP DIMENISASHALLOBE 2. REFETONOT \�\\\\\\ DPLAN OTHERWISE, RAMPS FNISHFO 3. UNLESSA NON -SLIP HORIZONTAL BROOM FINISH. OUTLET PIPE « 4. UNLESS OTHERWISE SPECIFIED, ALL RAMP POSTS, HANDRAILS, RAILINGS AND RETURNS SHALL BE REINFORCED CONCRETE SCHEDULE. 40 GALVANIZED STEEL, PAINTED BLACK. "TURN DOWN" BEAM AS REQUIRED OUTLET FLZ FOR GRADE SEPARATION NOTESISPECIAL REQUIREMENTS: ` PER ENGINEER OF RECORD (MONOLITHIC WITH SIDEWALK) 9,500 CROSS SECTION TYPICAL ADA RAMP WITH HANDRAIL DETAIL CDS2015-4-C DESIGN NOTES "FHE STANDARD CD82015-4-C CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. CONFIGURATION DESCRIPTION GRATED INLET ONLY (NO INLET PIPE) GRATED INLET WITH INLET PIPE OR PIPES CURB INLET ONLY (NO INLET PIPE) CURB INLET WITH INLET PIPE OR PIPES SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) SEDIMENT WEIR FOR NJDEP / NJCAT CONFORMING UNITS FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTUREID WATER QUALITY FLOW RATE (CFS OR Us) ` PEAK FLOW RATE (CFS OR Lls) ° RETURN PERIOD OF PEAK FLOW (YRS) ' SCREEN APERTURE (2400 OR 4700) ` PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE 1 " INLET PIPE 2 " OUTLET PIPE « RIM ELEVATION ' ANTI -FLOTATION BALLAST WIDTH HEIGHT OUTLET FLZ a NOTESISPECIAL REQUIREMENTS: ` PER ENGINEER OF RECORD GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. wvvw.contechES.com 4. (' C' f .,D5 MATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. G 5. STRUCTURE SHALL MEET AASHTO 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 LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES, MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. ITIS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. �XlIL Em .�®► TE H CDS2015-4-C ENGINEERED SOLUTIONS LLC INLINE CDS www.contec0. W.0m STANDARD DETAIL 9025 Centre Pointe Dr., Suite 400, WesF Chester, OH 45069 800-338-1122 513-645-7000 513-645-7993 FAX NOT TO SCALE P FROM KITCHEN WASTE /-4" VENT GRADE CAST IRON FRAME & PCOVER (TYP-2) PLAN VIEW CONCRETE EXTENSION �ll�l l -Tf 4" VENT d 6" VENT SLEEVE LIQUID SURFACE OUTLET — 4' INLET a MONOLITHIC BAFFLE q. H FL2 INTERIOR EPDXY LINER FL1 f GALVANIZED RISER a a' SUPPORT (TYPICAL) PRECAST CONCRETE INTERCEPTOR a '4 . - ELEVATION © Park 2010 FROM KITCHEN wasnE �17/"'ei�S� ,SEWER UNE GREASE TRAP O® er Q CtraeRe SAMPLE WELL TO SANITARY SEWER Typical applications include commercial and industrial food service kitchens where excessive grease may interfere with the proper drainage of the sewer system. The grease interceptor is generally buried below grade for gravity flow sewer systems. A sample well is utilized an the outlet side for sampling by the GREASE INTERCEPTGR SCHEDULE MODEL N0. NAMEPLATE INDICATING: , GREASE CAP, (LBS) EMPTY WT (LBS) LENGTH L ,+.J~MFG: PARK ENVIRONMENTAL HEIGHT H INLET FL1 OUTLET FLZ a 888 -611 -PARK 1,200 9,500 7'-10" 4'-4" WWW.PARK-USA.COM 3'-3" S-0" GT -750 750 MODEL: GT -1 9,900 7'-10" TO PUBLIC ° DATE MANUFACTURED Pia EQUIPMfyY ipyfNT GT -1000 SEWER SYSTEM 2,300 nO QP��E6U CD 5'-0" 6'-0" 4'-9° 4'-6" GT -1250 1,250 2,900 14,650 9'-2" 5'-8" 6'-0" 4'-9" ° GT -1500 1,500 3,500 16,050 9'-2" °. INLET AND OUTLET 5'-9" 5'-6" GT -2000 2,000 PROVIDED 21,250 9'-0" 6'-0" a B PING 6'-6" GT -2500 2,500 5,700 27,050 13'-0" 7'-0" 7'-0" °a P FROM KITCHEN WASTE /-4" VENT GRADE CAST IRON FRAME & PCOVER (TYP-2) PLAN VIEW CONCRETE EXTENSION �ll�l l -Tf 4" VENT d 6" VENT SLEEVE LIQUID SURFACE OUTLET — 4' INLET a MONOLITHIC BAFFLE q. H FL2 INTERIOR EPDXY LINER FL1 f GALVANIZED RISER a a' SUPPORT (TYPICAL) PRECAST CONCRETE INTERCEPTOR a '4 . - ELEVATION © Park 2010 FROM KITCHEN wasnE �17/"'ei�S� ,SEWER UNE GREASE TRAP O® er Q CtraeRe SAMPLE WELL TO SANITARY SEWER Typical applications include commercial and industrial food service kitchens where excessive grease may interfere with the proper drainage of the sewer system. The grease interceptor is generally buried below grade for gravity flow sewer systems. A sample well is utilized an the outlet side for sampling by the GREASE INTERCEPTGR SCHEDULE MODEL N0. CAPACITY USGal GREASE CAP, (LBS) EMPTY WT (LBS) LENGTH L WIDTH W HEIGHT H INLET FL1 OUTLET FLZ GT -500 500 1,200 9,500 7'-10" 4'-4" 4'-6" 3'-3" S-0" GT -750 750 1,700 9,900 7'-10" 4'-4" 6'-0" 4'-5" 4'-2" GT -1000 1,000 2,300 13,350 8'-8" 5'-0" 6'-0" 4'-9° 4'-6" GT -1250 1,250 2,900 14,650 9'-2" 5'-8" 6'-0" 4'-9" 4'-6" GT -1500 1,500 3,500 16,050 9'-2" 5'-8" 7'-0" 5'-9" 5'-6" GT -2000 2,000 4,600 21,250 9'-0" 6'-0" 8'-0" 6'-9" 6'-6" GT -2500 2,500 5,700 27,050 13'-0" 7'-0" 7'-0" 5'-9" 5'-6" GT -3000 3,000 6,900 33,150 13'-0" 7'-0" 8'-0" 6'-9" 6'-6" GT -3500 3,500 8,000 38,550 0" 7'-0" 8'-6" 7'-3" 7'-0" GT 40001 4,000 1 9,300 1 38,100 16'-0" 1 8'-6" 7'-0" 5-9" 5-6" FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 WWW .frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 local water authoritiy. OTHER SIZES ARE AVAILABLE. CONTACT US FOR MORE INFORMATION Specifications Engineering Data AUTHORIZED FOR: CONCRETE Class II concrete with design strength of The grease interceptor is structurally & hydraulically engineered to conform to PERMIT /BID 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 REINFORCEMENT: Grade 60 reinforced with steel rebar conforming certified by a licensed professional engineer. to ASTM A615 on required centers or equal. Consult with Park Equipment Company for exact excavation dimensions & shipping information. Drawing C.I. CASTINGS: Manhole frames, covers o grates are manufactured 8-76 p "" �,1'' of grey cast iron conforming to ASTM A48-76 Class 30. Manhole shall be nominal 24 inch AM diameter and be traffic duty. ztaot *npcn aw eu" " en1E c-1613 CONSTRUCTION axrlr� nmr EPA GREASE INTERCEPTOR PARK 888_877 -PARK SERIES GT - 500 THRU 4000 GALLONS DETAILS ENVIRONMENTAL EQUIPMENT ww.park-USA.comSCALE NONE DWG. N0. REV. "Expect the Best" DATE 2010 T A mcjx 45' 45- MaX PLUG 1 FO OR WYE FITTINGS FOR ALL BENDS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF Min BEDDING AS REQUIRED REQ PLUG MIN 4IN SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL, 1 . THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE ; CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES, 2. USE 2500 PSl CONCRETE, 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST E3LOCKS- NTS NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TOHIGHWAY DEPARTMENT APPROVAL. | || FINISHED GRADE TRAFFIC RATED VALVE BOX W/ LID |/ u :5E w Z zs Cq M.J. GATE VALVE :: :� z CONCRETE 4 2'x 2' BEARING AREA. THRUST BLOCK 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS 1*COMPRESSION ,v4�MALE PIPE COUPLING OR APPROVE--� SOFT COPPER NO SWEATED FITTINGS | | DUAL SERVICE SINGLE SERVICE NOTE: Ts 36- MIN, �I*SEND COUPLING -\ | FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERWCF MERE AN lRfUCATION VETER IS NOT PROMDED. CASTIRON LID It— ~~ \-mRPORATION STOP DR CK AsICESSARY NEC e DIAMETER DRAIN PIPE, le SAND OR DUST UNI LONO STONE POCKET, \DOT BOX AND SETTER (1-fNCH MINIMUM 1HICKNES�) SPEC. 203, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION AT|/lN /�/�" �� 1" k��T���c�\ \`'/u `~ . .,^`-.^-'``~/ NTS FIG. W -6A �� �������U�� �� �������U� ������U� U��������^��U������������ COUNTY ���� ����� o� ���������� U���� ������==�����������=��� WATER ,� ���������� ����������� � GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL g,4r- I 24'LIN all INITIAL BACKFILL a., 6" BEDDING #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. UNDATION IN POOR SOIL UNDER—CUT CONDITION FO SOIL MIN. MIN. N MIN, #68 STONE G LAIR FILL AS APP ROVED BY ACSA 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. 5BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION BEDDING NTS FIGW-2 mr ur 12' MIN. WINGNUT LOCKING ASSEMBLY 44' MIN, NOTES: 1. PROVIDE A s` THICK GRAVEL BED BENEATH THE METER VAULT. z. MINIMUM WALL THICKNESS FOR PRECAST DR POUR -IN-PLACE VAULTS SHALL BE 4^. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY8LUCK SHALL BE O^ J. THE OUTSIDE 0FTHE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED | WATER PROOFING COMPOUND. | TYPICAL METER VAULT (2" METER) NTS R. �-7� C / ALV[ BOX TO METER BOX (SEE RE. W -O THRU W -7E). I ) VXRES N--2" COPPER WATER MAINM.J. FITTING 4" DIP 4" PLUG THREADED FOR / 2" COMPRESSION FITTING �-'RESTRAINED JOINT FITTINGS | NOTE ~ GATE VALVE WILL BE 4"UNLESS OTHERWISE SPECIFIED BYTHE ACSA, ~ SERVICE LINE ruCONNECT ATMAIN WITH x^x*^TEE. ^ REFER roFIG. v+aFOR THRUST BLOCK DETAILS uwTEE. ^ ncenTonG.v+s FOR THRUST BLOCK DETAILS AND DEPTH urCOVER omGATE VALVE, ^ NO CONCRETE SHOULD BE POUREDONANY PARTOFTHE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. , USE asonp.S./.CONCRETE. LARGE METER SERVICE LINE NTS RG� W -6C NOTE � 1. OPEN CUTS IN PAVED AREAS WITHINEXISTING VDOTRIGHT-nF-WAYSHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED DR A 4^' BEDDING OF NO. 58 STONE SHALL BE PROVIDED' 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 8° BEDDING OF NO, 58 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS R& S-3 FD -16 TD -34 1.WHERE xSEWER SERVICE LATERAL CONNECTS TO A MANHOLE REMAINING BACKFILL SHALL AND woINVERT ELEVAnowFOR THE SERVICE LATERAL m STREET SURFACE OR NOT CONTAIN ROCK MATERIAL N ~ � 36"MINI LARGER THAN 5" IN ANY fn DIMENSION e. scwcn LArcnxo mppcu INTO AN cmsnwu ucxEm wmw s*^u EE INITIAL BACKFILL* PER roor) ____ EMBEDMENT z' m/w THOROUGHLY COMPACTED SPRING LINE 4; BY HAND OR APPROVED OF PIPE � MECHANICAL TAMPER SALT TREATED NO. 68 STONE xFINISHED| N|�Mco Gnouwo--' - | mAnKcn . . BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL MINIMUM ELEVATION CONDITIONS ARE UNSTABLE ALL PIPE) NOTE � 1. OPEN CUTS IN PAVED AREAS WITHINEXISTING VDOTRIGHT-nF-WAYSHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED DR A 4^' BEDDING OF NO. 58 STONE SHALL BE PROVIDED' 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 8° BEDDING OF NO, 58 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS R& S-3 FD -16 TD -34 SEWER SERVICE LATERAL CONNECTION NOTES: co E 1.WHERE xSEWER SERVICE LATERAL CONNECTS TO A MANHOLE N AND woINVERT ELEVAnowFOR THE SERVICE LATERAL m STREET SURFACE OR �E N ~ � ~� � fn TO THE umo*nLE. e. scwcn LArcnxo mppcu INTO AN cmsnwu ucxEm wmw s*^u EE a. mm/mow onAuc FOR ncwsn ocxwcc oowwconow SHALL BE u%/\ PER roor) ____ 4.(1/4- ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER z' m/w DIAMETER nr^^. �cl a ALL SEWER LATERALS SHALL HAVE Aw/w/muw COVER' OF z FEET. � SEWER SERVICE LATERAL CONNECTION NOTES: co E 1.WHERE xSEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND woINVERT ELEVAnowFOR THE SERVICE LATERAL m STREET SURFACE OR INDICATED . THE TOP m`THE SERVICE NON–PAVED AREA LATERAL p/pc SHALL BE ArLEAST o.z x/oxcn THAN THE Top (Cnuww) ELsvwnuw or THE THE uowcar p/ps cowwscrcu TO THE umo*nLE. e. scwcn LArcnxo mppcu INTO AN cmsnwu ucxEm wmw s*^u BE 000wccrco os/wG A p/pc SADDLE. a. mm/mow onAuc FOR ncwsn ocxwcc oowwconow SHALL BE u%/\ PER roor) ____ 4.(1/4- ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER z' m/w DIAMETER nr^^. a ALL SEWER LATERALS SHALL HAVE Aw/w/muw COVER' OF z FEET. MIN SALT TREATED xFINISHED| N|�Mco Gnouwo--' - | mAnKcn . . SEWER SERVICE LATERAL CONNECTION 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN ,,,N/ ICI E BRANCH 12' -�+-----' / NOTE FLEXIBLE CONNECTION ---- WITH STAINLESS STEEL --|-- ALL CONNECTIONS TO BAND | EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT° 0 INSTALLED 0� TVP|`A/ - MANHOLE PLAN SHOWING BRANCH TIE IN NTS RG. S -/-B FRAME& COVER (SEE RLl S-!-D'E) STREET SURFACE OR NON–PAVED AREA SLOPED AREA RUBBER COATED STEEL MIN STEPS CAST IN PLACE PRECAST REINFORCED `S_ MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 41-01, FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE 0 VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING A FILLETED INVERT OR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE' �/N{l 88 STONE ' 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2, THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 1 ALL J0NTS, UFT HOLES, INLETS, OUTLETS TO BE SEALED 6b GROUTED INSIDE AND OUT. MANHOLE SECTIONTYPICAL � SHOWING BRANCH SHOWING TIE—IN FIGS-1–A Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing CONSTRUCTION DETAILS | | 2" R CG -6 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. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. us • D 1u;1E P p D D t1 Q A d la p P D D P D D D D D 6" I 2' THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. SPECIFICATION VDOT REFERENCE COMBINATION S" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 SCO -1 LID MARKER "S" r 10" MIN A.B.S. ADAPTOR WITH PLUG ASTM D-2661 SCHEDULE 40 OR WING -NUT PLUG DONUT co DIAMETER SHALL 8E SPECIFIED ON THE 71 PLANS NOTES: 1. CLEANOUT MAY ALSO BE INSTALLED WITH IRON BODY SCREW WITH BRASS PLUG AND ONE INCH OF LEAD POURED IN PLACE & CAULKED ON INSIDE & OUTSIDE EDGE. 2. CLEANOUT SHALL BE SUITABLY BRACED WITH 2" x 4" CROSS PIECE EXTENDED OVER & HAVING SOLID BEARING AT LEAST ONE FOOT ON EACH SIDE OF DITCH 3. CLEANOUT WYE AND RISER SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE MAIN UNLESS OTHERWISE SPECIFIED. TYPE "A" ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 1413.01 STANDARD VB -1 TYPE "C" FRAME AND COVER DIAMETER SHALL BE SPECIFIED ON THE PLANS. PLUG PIPE SHALL EXTEND BEYOND CLEANOUT BOX BEFORE BEING PLUGGED, IF APPLICABLE. NOTES: 1. CAST IRON FRAME AND COVER SHALL BE SUFFICIENTLY TRUE TO A PLANE SURFACE, SO THAT TOPS WILL NOT ROCK. 2. CLEANOUT WYE AND RISER SHALL BE CONSTRUCTED OF THE SAME MATERIALS AS THE MAIN UNLESS OTHERWISE SPECIFIED. SEWER CLEANOUT VIRGINIA DEPARTMENT OF TRANSPORTATION �i'li��illz3>r SPECIFICATION I REFERENCE - o ( " 2, 2A 6 5 "WASHER 8„ 8" jg �(s I �y j'TI 10.5" T �(� I 24"-29" 15" 24" 5j$"x18" BOLT _ _ _ _ & NUT -- - -• - Yy" HOLE ' 4 1 s "HOLE ja - - - a 6"x 8"x1'-2" TREATED PINE BLOCK OR 6"x6"x1'-2" HOLE Q 1 a RECYCLED MATERIAL. TREATED PINE BLOCK OR 15.5" 26" RECYCLED ja GALV.STEEL 10Q Q 26.5" MATERIAL COMMON NAIL SEE NOTE 5, 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL 6"x8"x1'-2" TREATED 1 8.5" CONTAINING STEEL BLOCKOUTS. PINE BLOCK Z CONCRETE ADJUSTMENT CC BLOCKOUT FOR MAINTENANCE TREATED �jgl REPAIR ONLY SOUTHERN PINE � I MI�'"'- N-"�-�" N N _ ��q„ '� LESS THAN Ye" HOLE � N RjX$ WOOD POST / (8 ❑ ,• ECCENTRIC 4"x 8"xV-2" TREATED PINE BLOCK, STRONG POST STAINLESS STEEL BOLTS (4 REQUIRED) THE CRT POST IS FOR USE WITH THE t� 4 WIDE BLOCKOUT 8'-0" POST GUARDRAIL REQUIRED STANDARD GR 10 TYPE III OR WHERE - °O E1 E]❑ EJ ❑ SPECIFIED BY THE ENGINEER IN THE 1�1 • T'D. T -MH -2 PLANS. f '� N DETAIL A Y4" DIA POST MAY BE HOT ROLLED OR WELDED. HOLE N Y4" 8" GUARDRAIL INSTALLATION HOLES �j SITES REQUIRING LONGER _ ST'D R-1 < . GUARDRAILPOSTS fi GREATER THAN 4'-0" It a APPROXIMATE WEIGHTS 4„ J NOTES: 6"x8"xi'-2" a li 5/8"x10" BOLT TREATED PINE w 1• ALL BOLTS, NUTS, WASHERS, AND OTHER o - 77 ii & NUT BLOCK OR a STEEL ITEMS ARE TO BE GALVANIZED. -III- _ __ -III-III I -III RECYCLED w 11 MATERIAL 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY -� �- -I I - I-1 11 BE INTERCHANGED ON ANY ONE PROJECT WITH _I II W6x8.5 OR z THE RESTRICTION THAT THE SAME TYPE OF II W6x9 POST AND BLOCKOUT MUST BE USED IN ANY FRAME 239 ± 12 LBS. STEPS 12" TO 16" SINGLE RUN OF GUARDRAIL. - II o `° _ OPTIONAL HOLE ° 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE 3'%2" DIA. HOLES j� 11 TO FACILITATE I GALVANIZING 11 JOINT, HARDWARE, ETC. SEE SHEET NOS. 501.01 AND 501.02. 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER 5/8" x 18 IBJ) S" BOLT IS INSTALLED. TOP OF SHAPING HOLES iN POSTS L g 6"TODBE ETS E Y4 DIA. CRT POST STEEL POST COVER SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT REFERENCE STANDARD BLOCKED -OUT W -BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS 221 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 236 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 501.05 CONCRETE SLAB 24" SQ. X 4" THICK (WHEN SPECIFIED ON PLANS) WATER 3T IRON COVER FINISHED ASPHALT OR r CONCRETE PAVING. IrAGGREGATE BASE IRON VALVE BOX, INSTALL PLUMB AND CENTERED OVER VALVE OPERATING NUT. VALVE WATER MAIN �- MECHANICAL JOINT ONLY TYPE "A" (SCREW TYPE) - r r •- �v -� ♦ � ���j���i•,Oii�;��j�ji� �� :.,�� ����Qi�Oi�p� �jQj, ���*���rj��y���ji� TYPE "A" EXTENSION RANGE - C DIM, A DIM. B DIM. D DIM. A DIM. B DIM. D CAST IRON COVER MARKED 18"-24" 10.5" 14.5" 6.5" 24"-29" 15" 24" 6.5" 36"-48" 15" 36" 8.5" 36"-60" 24.5" 6.5" 36"-48" LONGER BOXES ARE MADE BY ADDING EXTENSIONS. WATER MAI -VALVE WATER MAIN APPROXIMATE WEIGHTS - FRAME 130 ± 8 LBS. 23 Cover 39 ± 2 LBS. MECHANICAL Total 169 ± 10 LBS. JOINT ONLYTYPE B�i RAISED 1/4" S" OR "'W" (SLIP TYPE) AS APPLIES ti 11 T/a" 1 1/4" 4 NOTE: TYPE "C" 1.CAST IRON SHALL CONFORM TO ASTM A -48M CLASS 30S. SPECIFICATION REFERENCE VALVE BOX AND VALVE MANHOLE (WATER AND SANITARY SEWER FACILITY) VIRGINIA DEPARTMENT OF TRANSPORTATION TYPE "B" EXTENSION RANGE - C DIM. A DIM. B DIM. D CAST IRON COVER MARKED ST'D. F&C-1 OR WF&C-1 F&G1 HOLES C 90' 18"-24" 10.5" 15" 6.5" 23"-29" 15.5" 15" 6.5" 24"-36" 15.5" 24.5" 6.5" 36"-48" 15.5" 26" 8.5" 38"-48" 26.5" 24.5" 6.5" 36"-60" 26.5" 36" 1 8.5" LONGER BOXES ARE MADE BY ADDING EXTENSIONS. 5 Y2" 2EE a 1 I/4" K) _ N M n WEBB WDOT DETAILS FLEXIBLE CONNECTOR SEE SHEET 2 OF 2 BASE STANDARD B-1 OR B -2 -- PRECAST CONCRETE MANHOLE NOTES: 1. WHEN HEIGHT H EXCEEDS 12'A MINIMUM NOMINAL DIAMETER D OF THE BASE UNIT SHALL BE 5' WITH A SECTION HEIGHT OF WAND A STANDARD RISER UNIT R-2 OR R-3 SHALL BE REQUIRED. 2.FLAT SLAB TOP STANDARD T -MH -2 SHALL ONLY BE ALLOWED ON SHALLOW MANHOLES, 3. STEPS SHALL BE ENCASED IN CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. 4. STEPS SHALL BE OMITTED WHEN SPECIFIED IN THE PLANS, 5. SEE STANDARD SHEET NUMBER 106.07, VOLUME 1, FOR ADDITIONAL MANHOLE DETAILS. SPECIFICATION FORM BASF FOR 90° BEND A NOTES FOR DIMENSIONS NOT SHOWN SEE VDOT ST'D. B-1, B-2 & R-1 CONCRETE ENCASEMENT TO EXTEND TO LIMITS OF EXCAVATION DIA. OF DROP PIPE D-1 D-2 8" 8" 10" 8" 12" 10" 15" 12" 18" 15" 24" & 18" ABOVE SMH-1 SECTION B -B DAM I/2 D-1 DIAMETER MAX. ST'D. SMH-1 IBEND'., MANHOLE CLASS A3 CONCRPIPE MATERIALS TO MATCHMAIN LINE (D.I., C.I., OR PVB CAST IRON 90° 24" (FOR D-2 OF 12" & LESS) 36" (FOR D-2 OF 15" & 18") SECTION A -A SANITARY DROP CONNECTION REFERENCE_ SANITARY SEWER MANHOLE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND v87ANDARDS REVISION DATE SHEET 1 OF 2 1411.01 4T/a" CORED �_�'`"`- MANHOLE FRAME & COVER CAST IRON COVER MARKED ST'D. F&C-1 OR WF&C-1 F&G1 HOLES C 90' GROUT IN PLACE r�. 24" .'x. "SEWER" OR "WATER" AS 4N. I T-� APPLIES. BB BB❑❑❑❑ FLAT SLAB TOP MANHOLE FRAME & COVER STANDARD T -MH -2 STANDARD F&C-1OR ❑❑❑ �D WF&C-1, GROUT IN PLACE CONCRETE ADJUSTMENT CC RING OR BRICK COLLAR g" 24" 8" A 11:11 A ❑ FIE ❑ AS REQUIRED -"� MI�'"'- N-"�-�" N N _ N r � ao ' ❑ ,• ECCENTRIC ❑ STAINLESS STEEL BOLTS (4 REQUIRED) CC TAPER UNIT - °O E1 E]❑ EJ ❑ • T'D. T -MH -2 `_� '� N ❑ ❑ ❑ ❑ ❑ RISER UNIT 30" It REQ'D WHEN D IS ST'D R-1 < . GREATER THAN 4'-0" APPROXIMATE WEIGHTS i 27 T/s" �.1 PLUG LIFT HOLES RISER UNIT APPROXIMATE WEIGHT WITH RUBBER JOINTS ' ST -D. R-2, R-3 AND STOO-RING (ASTM C-443) CAST IRON MANHOLE BAS FRAME 220± 11 LBS. MORTAR - ST'D. B- FRAME 239 ± 12 LBS. STEPS 12" TO 16" COVER 260± 13LBS. `° O.C. STANDARD ST -1 COVER 137 ± 7 LBS. _ OR B-2 STANDARD IS -1 SHAPING S" D TOP OF SHAPING FLEXIBLE CONNECTOR SEE SHEET 2 OF 2 BASE STANDARD B-1 OR B -2 -- PRECAST CONCRETE MANHOLE NOTES: 1. WHEN HEIGHT H EXCEEDS 12'A MINIMUM NOMINAL DIAMETER D OF THE BASE UNIT SHALL BE 5' WITH A SECTION HEIGHT OF WAND A STANDARD RISER UNIT R-2 OR R-3 SHALL BE REQUIRED. 2.FLAT SLAB TOP STANDARD T -MH -2 SHALL ONLY BE ALLOWED ON SHALLOW MANHOLES, 3. STEPS SHALL BE ENCASED IN CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. 4. STEPS SHALL BE OMITTED WHEN SPECIFIED IN THE PLANS, 5. SEE STANDARD SHEET NUMBER 106.07, VOLUME 1, FOR ADDITIONAL MANHOLE DETAILS. SPECIFICATION FORM BASF FOR 90° BEND A NOTES FOR DIMENSIONS NOT SHOWN SEE VDOT ST'D. B-1, B-2 & R-1 CONCRETE ENCASEMENT TO EXTEND TO LIMITS OF EXCAVATION DIA. OF DROP PIPE D-1 D-2 8" 8" 10" 8" 12" 10" 15" 12" 18" 15" 24" & 18" ABOVE SMH-1 SECTION B -B DAM I/2 D-1 DIAMETER MAX. ST'D. SMH-1 IBEND'., MANHOLE CLASS A3 CONCRPIPE MATERIALS TO MATCHMAIN LINE (D.I., C.I., OR PVB CAST IRON 90° 24" (FOR D-2 OF 12" & LESS) 36" (FOR D-2 OF 15" & 18") SECTION A -A SANITARY DROP CONNECTION REFERENCE_ SANITARY SEWER MANHOLE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND v87ANDARDS REVISION DATE SHEET 1 OF 2 1411.01 4T/a" CORED �_�'`"`- WF&C-1 CAST IRON COVER MARKED F&G1 HOLES C 90' --- "SEWER" OR "WATER" AS APPLIES. BB BB❑❑❑❑ ❑❑❑ �D LIFTING NOTCH QQ p CC } A 11:11 A ❑ FIE ❑ (NO OPENING) Q4�yjU 4 od p4 _ N r � ao ' ❑ ❑ STAINLESS STEEL BOLTS (4 REQUIRED) CC ❑ E1 E]❑ EJ ❑ TOP `_� ?n ❑ ❑ ❑ ❑ ❑ 30" cv APPROXIMATE WEIGHTS i 27 T/s" �.1 it APPROXIMATE WEIGHT CAST IRON FRAME 220± 11 LBS. - SECTION A -A FRAME 239 ± 12 LBS. TOP COVER 260± 13LBS. `° COVER 137 ± 7 LBS. _ S" TOTAL 480± 24LBS. L 24„ I,," if t. /e COVER 36►�j 4" SECTION BB - BB O FRAME I Y4" S 2, LOT ROUND NEOPRENE GASKET GLUED TO FRAME (SOLVENT - WELD GLUE SHALL DEVELOP FULL STRENGTH OF GASKET) - I IA N" X 1 %2" 0 - SLOT I " STAINLESS STEEL BOLTS (4 J REQUIRED) I SECTION CC - CC �� I 1. DETAILS NOT SHOWN ARE AS REQUIRED FOR ST'D F&C-1 M.H. FRAME AND COVER. 2. FRAME SHALL BE SET IN I/4" BED OF NON -SAG JOINT SEALER & BOLTED TO THE MANHOLE CONE SECTION WITH 4 Y4" ANCHOR BOLTS. 3. CAST IRON SHALL CONFORM TO ASTM A-48, CLASS 30S. 4. SEATING SURFACES BETWEEN FRAME AND COVER SHALL BE MACHINED. 5.1/4" x 1" CONTINUOUS NEOPRENE GASKET SHALL 'BE INSTALLED BETWEEN THE INNER COVER AND THE FRAME. 6. RECESSED PICK HOLE SHALL NOT EXTEND THRU THE COVER. NOTES SECTION B -B 1. CAST IRON SHALL CONFORM TO ASTM A -48M, CLASS 30S. 2. CASTING AND FRAME ARE TO BE MACHINED TO ENSURE A FIRM TIGHT FIT. 3. DIMENSIONS NOT SHOWN ARE THE SAME AS STANDARD MH -1 FRAME AND COVER. WATERTIGHT MANHOLE FRAME AND COVER MANHOLE FRAME AND COVER XV00T SPECIFICATION XVDOT ROAD AND BRIDGE STANDARDS REFERENCE WATER AND SANITARY SEWER FACILITIES ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 2 REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 1406.01 1412.01 FRCH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing CONSTRUCTION DETAILS C6.5 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. 5, CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. u 2" RADIUS >Q ` b DA � n 'A• 9 D p p• D. SURFACE BASE �pb A A I SUBBASE 6" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 DI -3A, 38, 3C CY0AN1C'1n Al IOWT , 3`-10" 4': Ii II --BAR F II II BARS D CR CK CONTROL JOINT STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION W. 2" R CG -2 SURFACE BASE SUBBASE XVDDT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 ISA L -VARIABLE - �rrr�rr����rrrrrrrr�rr��r��r�rrr �� .�!R �i OF Ilpll►CUTTER CRACK -- CONTROL J I • .arr�• +a+ a�c��r. 1 _ - - - - _ - - _ BARS F BARS E Lam, O cv ° ! *3" DIAMETER BARS E i WEEP HOLE FRONT ELEVATION1/&" 1'-8" $„ BARS B - - - - (GUTTER REMOVED) BARS F 3'-0" 4., 3 5XI/q.ATE " BENT PL = SECTION B -B $„ fir•-- A $„ 111 vi ti. /a R TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG -7 STANDARDS. L2j2"X2f2"X'/4" TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS. _ GALVANIZED TYPE A TYPE B If2" 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 '/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C -C. 2„ APPR. PAVEMENT 0I -3A �_ L DI -38 L DI -3C L WARPED PAVEMENT � I no FLOW FLOW i FLOW 1 ©„ 1 �! DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL -kvDOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE- MAXIMUM DEPTH (H) - 8' 233 104,09 08/i0 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE H g Knorr irh-fa below Call before you 4 FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW. CALL811.COM C� WITHOUT UNPAVED SPACE EXPANSION KEYED STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING OF PEDESTRIAN ACCESS ROUTE R] EXTEND BEYOND 4..- FOR DETAILS OF INLET EXISTING OR PROPOSED VDOT RIGHT -OF WAY. JOINT CONST. BARS D`s' APPROACH FRAME & COVER BACK OF SIDEWALK Y JOINT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A 'T GUTTER ITER SEE STANDARD IC -2. i- USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT SHALL BE DETERMINED BY THE BAR G RPED IF PEDESTRIAN ACCESS ROUTES AB ARE BEING 3. WHEN SPECIFIED ON THE PLANS THE PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH A IS REQUIRED WITH A MAX. 2% CROSS SLOPE. GUTTER INCLUDING k INCLUDING (CONNECTORS FURNISHING AND PLACING ALL MATERIALS F INCIDENTAL TO THE SHAPING IS TO BE LUGS fl ppF 6. w Q U C b a BARC 2„ - 1 �- SUBBASE 3 F 2'-7" BARS B Q� 1 - - - -F HARDWARE '—^--� �4" DEPTH AGGR. #68, #78 OR ,,,,.,�,..,,..,■,.,,,,. a,.,,, z + BARS CLOTH �jE -N � `� E a n. a. EL Ij . a . i WEEP HOLE. L SEE STANDARD T -DI -3, 4 FOR 0 ,,, SEE NOTE 8 �. ALTERNATE DESIGN. CURB INCLUDED IN v U z i p = z z z z 7 ENTRANCE GUTTER Q a ¢ ISA L -VARIABLE - �rrr�rr����rrrrrrrr�rr��r��r�rrr �� .�!R �i OF Ilpll►CUTTER CRACK -- CONTROL J I • .arr�• +a+ a�c��r. 1 _ - - - - _ - - _ BARS F BARS E Lam, O cv ° ! *3" DIAMETER BARS E i WEEP HOLE FRONT ELEVATION1/&" 1'-8" $„ BARS B - - - - (GUTTER REMOVED) BARS F 3'-0" 4., 3 5XI/q.ATE " BENT PL = SECTION B -B $„ fir•-- A $„ 111 vi ti. /a R TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG -7 STANDARDS. L2j2"X2f2"X'/4" TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS. _ GALVANIZED TYPE A TYPE B If2" 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 '/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C -C. 2„ APPR. PAVEMENT 0I -3A �_ L DI -38 L DI -3C L WARPED PAVEMENT � I no FLOW FLOW i FLOW 1 ©„ 1 �! DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL -kvDOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE- MAXIMUM DEPTH (H) - 8' 233 104,09 08/i0 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE H g Knorr irh-fa below Call before you 4 FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW. CALL811.COM C� WIDTH OF ENTRANCE z LIMITS OF PED. LIMITS OF PED. ACCESS ROUTED o ACCESS ROUTE NON TRAVERSABLE -' UNPAVED SPACE --n UNPAVED SPACE S WIDTH OF ENTRANCE LIMITS OF PED. 0 LIMITS OF PED. ACCESS ROUTE EC NON TRAVERSABLE LACCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE 112 WIDTH OF ENTRANCE STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING OF PEDESTRIAN ACCESS ROUTE R] EXTEND BEYOND 4..- 2'- 0 EXISTING OR PROPOSED VDOT RIGHT -OF WAY. CAST STANDARDS AND SPECIFIED ON THE PLANS CAST GALV. EXISTING OR PROPOSED UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT EXPANSION JOINT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A pp OOp • o . o " • o • o SIDEWALK OR SIDEWALK SPACE PURPOSES AND THE ACTUAL DIMENSIONS USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT SHALL BE DETERMINED BY THE 0 SECTION F -F IF PEDESTRIAN ACCESS ROUTES AB ARE BEING 3. WHEN SPECIFIED ON THE PLANS THE PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH A IS REQUIRED WITH A MAX. 2% CROSS SLOPE. WITH STANDARD IS -1. THE COST OF INCLUDING k INCLUDING (CONNECTORS FURNISHING AND PLACING ALL MATERIALS F INCIDENTAL TO THE SHAPING IS TO BE LUGS fl ppF 6. w Q U IN -PLACE. HARDWARE2-6 CLOTH z � 7. EXPANSION JOINT 2'-7" 1 w PLACED IN ALL AREAS ADJACENT '—^--� �4" DEPTH AGGR. #68, #78 OR ,,,,.,�,..,,..,■,.,,,,. a,.,,, E TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS W W W 0 b #8 x 6" WIDTH �jE -N � `� wr a n. a. EL Ij . a . L SEE STANDARD T -DI -3, 4 FOR U ,,, �. ALTERNATE DESIGN. CURB INCLUDED IN v U z LUUj p = z z z z 7 ENTRANCE GUTTER Q a ¢ 12" Z� r z Q 0- z Q z W Ld z HARDWARE CLOTH ANCHORED FIRMLY w r 1,14 FLOW LINE 0 0 • zz 0� O 9. CAST IN PLACE CONCRETE IS TO BE °Q � o ' " p v 1 W r EXPANSION JOINT ENTRANCE WIDTH DESIRABLE MINIMUM 16' IS TO BE 4000 PSI. o 1 " -:E-�� 2" ,- 10. ABSOLUTE MINIMUM 12' SEE DETAIL 8 4.. CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON EDGE OF PAVEMENT LUGS AS SHOWN HEREON. 12 ' CONCRETE PIPE - 1.440 CU. YD, CONCRETE 15CONCRETE PIPE - 1,528 CU, YD, CONCRETE %44 APPROXIMATE WEIGHT CAST IRON GRATE 363 ± 18 LBS C WATERWAY DUMP NO WASTE DRAINS N ALL DI LETTERING IS REQUIRED 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE HALF PLAN 24" CONCRETE PIPE - 1,817 CU, YD. CONCRETE SECTION C -C WIDTH OF ENTRANCE z LIMITS OF PED. LIMITS OF PED. ACCESS ROUTED o ACCESS ROUTE NON TRAVERSABLE -' UNPAVED SPACE --n UNPAVED SPACE S WIDTH OF ENTRANCE LIMITS OF PED. 0 LIMITS OF PED. ACCESS ROUTE EC NON TRAVERSABLE LACCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE T-3% " ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING OF PEDESTRIAN ACCESS ROUTE R] EXTEND BEYOND 4..- 2'- 0 EXISTING OR PROPOSED VDOT RIGHT -OF WAY. CAST STANDARDS AND SPECIFIED ON THE PLANS CAST GALV. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS THE OUTFALL PIPE TO THE TOP OF THE UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT o . o • o . o • o PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A pp OOp • o . o " • o • o FACILITY THAT CAN BE APPROACHED, ENTERED AND PURPOSES AND THE ACTUAL DIMENSIONS USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT SHALL BE DETERMINED BY THE TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F -F IF PEDESTRIAN ACCESS ROUTES AB ARE BEING 3. WHEN SPECIFIED ON THE PLANS THE PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH A IS REQUIRED WITH A MAX. 2% CROSS SLOPE. WITH STANDARD IS -1. THE COST OF INCLUDING k INCLUDING (CONNECTORS FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE LUGS fl WHEN USED IN CONJUNCTION WITH STANDARD PARABOLIC CG -3 OR CG -7, THE CURB FACE ON THIS UNPAVED SIDEWALK STANDARD IS TO BE ADJUSTED TO MATCH THE CURVE • o. o• o• o• o SPACE SPACE MOUNTABLE CURB CONFIGURATION. NORMAL GUTTER 0 * SECTION E -E o.� �. �. �, p, �o o�.o• �.o.d . *0% TO 10% CHANGE 021 :oF y��o 0000 000 o��o�b:o�o oQ a •a' CLASS A3 (H.E.S.) CONC. O� O• O• O� O• O • O e 6" AGGR. BASE TYPE I SIZE 216 5'- 0 A 12! MAX. SLOPE 5'-0POINT OF GRADE CHANGE p ° " FOR CURB AND GUTTER ONLY • �• ° �. U°. FOR SIDEWALK, CURB AND GUTTER X * 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS o o • o o o BUILT CONCURRENTLY o• o• o• o• o o • o •o • o • o x x x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND SECTION C -C 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D -D SPECIFICATION XVDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 DI -1 'I2 SECTION CAST IRON — — %2 SECTION STEEL NOTES 9% " 4'-2" %2" x 1%2" ;x 4' J %2" x 4" STRUCTURE. PLAN) LUGS 12" 9�z" CONNECTORS STUD SHEAR 4, IN THE EVENT THE INVERT OF THE (GRATE REMOVED) OUTFALL PIPE IS HIGHER THAN THE SEE DETAIL A . BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT TO BE AR 2 -7 T-3% " LUGS STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING t ------ 2. THE "H" DIMENSION SHOWN ON THE CAST STANDARDS AND SPECIFIED ON THE PLANS CAST GALV. r THE OUTFALL PIPE TO THE TOP OF THE COLL STRUCTURE. PLAN "H" DIMENSIONS ARE cv APPROXIMATE ONLY FOR ESTIMATING 66 ± PURPOSES AND THE ACTUAL DIMENSIONS B SHALL BE DETERMINED BY THE A CONTRACTOR FROM FIELD CONDITIONS. CAST IRON ONLY 3. WHEN SPECIFIED ON THE PLANS THE -- A STANDARDSTIER. WITH STANDARD IS -1. THE COST OF INCLUDING k INCLUDING (CONNECTORS FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE LUGS INCLUDED IN THE BID PRICE FOR THE 6. THIS ITEM MAY BE PRECAST OR CAST - DE4AIL A IN -PLACE. HARDWARE2-6 CLOTH SEE DETAIL B 7. *4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C -C TO BE 2'-7" 1 OPTIONAL PLACED IN ALL AREAS ADJACENT '—^--� �4" DEPTH AGGR. #68, #78 OR ,,,,.,�,..,,..,■,.,,,,. a,.,,, TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS W W W 0 b #8 x 6" WIDTH BRACE RIBS 9% " 4'-2" %2" x 1%2" ;x 4' J %2" x 4" STRUCTURE. PLAN) LUGS 12" 9�z" CONNECTORS STUD SHEAR 4, IN THE EVENT THE INVERT OF THE (GRATE REMOVED) OUTFALL PIPE IS HIGHER THAN THE SEE DETAIL A . BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT TO BE AR 2 -7 T-3% " WITH STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING t B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS CAST GALV. r THE OUTFALL PIPE TO THE TOP OF THE IRON I STEEL STRUCTURE. PLAN "H" DIMENSIONS ARE cv APPROXIMATE ONLY FOR ESTIMATING 66 ± PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE 43.6 LBS CONTRACTOR FROM FIELD CONDITIONS. CAST IRON ONLY 3. WHEN SPECIFIED ON THE PLANS THE 3 LBS INVERT IS TO BE SHAPED IN ACCORDANCE STANDARDSTIER. WITH STANDARD IS -1. THE COST OF INCLUDING k INCLUDING (CONNECTORS FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE LUGS INCLUDED IN THE BID PRICE FOR THE L 2/2" x 2%2" x I/q" 1, DEPTH OF INLET (H) TO BE SHOWN ON 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING STANDARD DI -1A B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. CAST IRON ONLY 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE STANDARDSTIER. WITH STANDARD IS -1. THE COST OF DETAIL B FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE MUNICIPAL, COUNTY, STATE AND MUA DETAILS TO SUPERCEDE DYNAMIC ENGINEERING DETAILS WHERE APPLICABLE VDOT DETAILS FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing CONSTRUCTION DETAILS i C6.6 SECTION B -B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING N COLLAR DETAIL 1 "MIN RAISED AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED UTTERING IN THE BID PRICE FOR THE STRUCTURE. 2 f21 DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. TO STEPS ARE EABE PROVIDED WHEN H IS G FOR DETAILS SEE CAST IRON ONLY STANDARDSTIER. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DE4AIL A IN -PLACE. HARDWARE2-6 CLOTH SEE DETAIL B 7. *4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C -C TO BE 2'-7" 1 PLACED IN ALL AREAS ADJACENT '—^--� �4" DEPTH AGGR. #68, #78 OR ,,,,.,�,..,,..,■,.,,,,. a,.,,, TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS W W W 0 b #8 x 6" WIDTH BEER -N � `� A 2"X4" NOTCH MAY BE PROVIDED. a n. a. EL Ij . a . SEE STANDARD T -DI -3, 4 FOR °- a a CL o a3" DIAMETER ' ' ISEE ALTERNATE DESIGN. Of ;n ;r b , COLLAR NO WEEP TE 8LE .- aMEN 8. 3" DIAMETER WEEP HOLE WITH 12"X12" = z z z z 7 PLASTIC HARDWARE CLOTH I/�" MESH 12" Z� OR GALVANIZED STEEL WIRE, MINIMUM 12"-15"-18" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH iv in op ihA HARDWARE CLOTH ANCHORED FIRMLY iV N CV j'y p D L1 ' TO THE OUTSIDE OF THE STRUCTURE. 0 0 • Q Q 9. CAST IN PLACE CONCRETE IS TO BE °Q � o ' " p v 1 CLASS A3 (3000 PSI). PRECAST —L 221CONCRETE IS TO BE 4000 PSI. SECTION A -A 1/z 1 " -:E-�� 2" ,- 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL THE ENGINEER SEE DETAIL 8 4.. CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12 ' CONCRETE PIPE - 1.440 CU. YD, CONCRETE 15CONCRETE PIPE - 1,528 CU, YD, CONCRETE %44 APPROXIMATE WEIGHT CAST IRON GRATE 363 ± 18 LBS 11. WATERWAY DUMP NO WASTE DRAINS N ALL DI LETTERING IS REQUIRED 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE MAY EBYLMANUFACTOLETTERING MURER 24" CONCRETE PIPE - 1,817 CU, YD. CONCRETE SECTION C -C SECTION D -D VARY R ADDITIONAL COOTDOFEDEPTH. GRATE DETAIL VDOT STANDARD DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' VIRGINIA DEPARTMENT OF TRANSPORTATION 233 302 SHEET 1 OF 1 REVISION DATE 104.01 MUNICIPAL, COUNTY, STATE AND MUA DETAILS TO SUPERCEDE DYNAMIC ENGINEERING DETAILS WHERE APPLICABLE VDOT DETAILS FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing CONSTRUCTION DETAILS i C6.6 VDOT TEMPORARY CONSTRUCTION EASEMENT PER D.B. 4594, PG. 065 UTILITY FACILITY EASEMENT AND CENTRAL TELEPHONE COMPANY OF VIRGINIA CENTURYLINK D.B. 14594 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 Know what's below Call before you 4 FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM UMH INLET S 49'0743" E 316.18' once .� .. 5' SIDE YA D UII�ING SETBACK _�� --- I 1 � I / I I I L — — — — CULINE (nP ) i SAWT O 1 C I/ 41 I 4 a I a / STORM MH APPROX. LOCAT IO VDOT TRAFFIC CONTI? DEVICE EASEMENT PER D.B. 1314, PG. 46 D.B. 4594, PG. 65 a A -U Ci STORM MH TRAFFIC CONTROL DEVICE OR do 40� STORM MH STORM MH STORM MH t ' N 54'40'23" W 45.32' D OSTORM MH/ 1 ' / TEMP. CONSTRUCTION EASEMENT FOR ENTRAIN .,,.. R'7T8>f -PG. 554 A=77.32' R=188.24' A=23'32'08" CHB=N 4747'17" W CHD=76.78' N 3j D -00-00-13200 N/F CIATES PG. 726 � e - e a ° 4 ° ° / 1 VDOT TEMPORARY 1 CONSTRUCTION EASEMENT ° PER D.B. 4594, PG. 065. ° 11RlI Y f n d ° ° C I/ 41 I 4 a I a / STORM MH APPROX. LOCAT IO VDOT TRAFFIC CONTI? DEVICE EASEMENT PER D.B. 1314, PG. 46 D.B. 4594, PG. 65 a A -U Ci STORM MH TRAFFIC CONTROL DEVICE OR do 40� STORM MH STORM MH STORM MH t ' N 54'40'23" W 45.32' D OSTORM MH/ 1 ' / TEMP. CONSTRUCTION EASEMENT FOR ENTRAIN .,,.. R'7T8>f -PG. 554 A=77.32' R=188.24' A=23'32'08" CHB=N 4747'17" W CHD=76.78' N 3j D -00-00-13200 N/F CIATES PG. 726 5 SIDE YARD BUILDING SETBACK N 49'1658" W 242.02' STORM MH 400 D fOf 'Or / VEHICLE LEGEND: /3 h CIO 1� GRAPHIC SCALE ( IN FEET ) 1 INCH = 20 FT. RefL Over Over Over Min Trac Loch Max I VV.vT R=45.00' A=44'59'47" CHB=S 71'46'51" E CHD=34.44' FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing VEHICLE CIRCULATION PLAN (REFUSE) cs,2 � e e 5 SIDE YARD BUILDING SETBACK N 49'1658" W 242.02' STORM MH 400 D fOf 'Or / VEHICLE LEGEND: /3 h CIO 1� GRAPHIC SCALE ( IN FEET ) 1 INCH = 20 FT. RefL Over Over Over Min Trac Loch Max I VV.vT R=45.00' A=44'59'47" CHB=S 71'46'51" E CHD=34.44' FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing VEHICLE CIRCULATION PLAN (REFUSE) cs,2 PLANTING NOTES 1. PLANT MATERIAL SHALL BE FURNISHED AND INSTALLED AS INDICATED; INCLUDING ALL LABOR, MATERIALS, PLANTS, EQUIPMENT, INCIDENTALS, AND CLEAN-UP. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT CORRECT GRADES AND ALIGNMENT. LAYOUT TO BE APPROVED BY 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. 4. 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. ANY 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 SUITABLE 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-PRUF' 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 PLANTS PLUMB AND STRAIGHT. 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 OF THE GROWTH OF LARGE TREES (2" CALIPER AND OVER BY THE REMOVAL OF SUPERFLUOUS BRANCHES, THOSE WHICH CROSS, THOSE WHICH RUN PARALLEL, ETC. MAIN LEADER OF TREES WILL NOT BE CUT BACK. LONG SIDE BRANCHES, HOWEVER, MUST BE SHORTENED. 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 TO 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 ARE 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 (1) DAY. CONTRACTOR IS TO PROTECT ALL EXISTING TREES TO REMAIN BY ERECTING TREE PROTECTION FENCE AT THE DRIP LINE. THIS WILL ENSURE NO COMPACTION OF 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 ARCHITECT. 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 OF 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 URIODENDRON 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 LESS 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 CONDITIONER - PLANTED AREAS A. ORGANIC FERTILIZER - SHALL BE PROCESSED SEWER SLUDGE WITH MINIMAL CONTENT OF 1% NITROGEN AND 2% PHOSPHORIC ACID, EQUAL TO 'NITROHUMIS'. B. ORGANIC FERTILIZER AND SOIL CONDITIONER - SHALL BE 'GRO- POWER' AND ORGANIC BASE MATERIALS COMPRISED OF DECOMPOSED ANIMAL AND VEGETABLE MATTER AND COMPOSTED TO SUPPORT BACTERIAL CULTURES, CONTAINING NO POULTRY OR HUMAN WASTE. GUARANTEED ANALYSIS (5-3-1): NITROGEN 5%. PHOSPHATE 3%, POTASH 1%. 50% HUMUS AND 15% HUMIC ACIDS. 4. 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 ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH DAY'S WORK. ALL DEBRIS, MATERIALS, AND TOOLS SHALL BE PROPERLY STOCKPILED OR DISPOSED OF. ALL PAVED SURFACES SHALL BE SWEPT CLEAN AT THE END OF EACH DAYS WORK. 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 TO PRODUCE TOPSOIL PRESENT SITE, IANY MAY EDSUPPLEMENT TOTAL AMOUNT REQUIRED. ACCEPTABLE TO FURNISH ANANALYSS OF ON-SITE TOPSOIL UTILIZED IN AL PLANTINGAREAS. JUSpH AND NUTRIENT LEVELS AS REQUIRED TO ENSURE AN 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 PER 1,(000 SQ. 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 TO 12 IN. OF MOST PLANTING SOILS TO IMPROVE THE SOIL'S ABILITY TO RETAIN! WATER AND NUTRIENTS. USE COMPOSTED BARK, RECYCLED YARD WASTE OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH ))A pH HIGHER THAN 7.5. / B. MOD( E UFSED IFENOUGHSILT IS ADDOED TO BRINE THAN G T THE CONIENBTYTODDING MORE TOHAN060% OTED F THETOTARK LUMIXOIMPROVBEYDR�NAGE INN(fEAVY SOILS BYOR GYPSUM. CPLANTINGSAND ONN RAISED MOUNDS OR BEDS AND INCLUDING SUBSURFACE DRAINAGE LINES. C. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85% SAND) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF 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. PLANTING 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 GAL. 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 FIRMLY 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 1" 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 INSfPECTION 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 MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE BROOM CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. B. MAINTAIN TREES, SHRUBS AND OTHER PLANTS BY PRUNING, CULTIVATING AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RE -STORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY WITH HERBICIDE AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. C. MAINTAIN LAWNS BY WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING, AND OTHER OPERATIONS SUCH AS ROLLING, REGRADING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 13. MAINTENANCE (ALTERNATE BID) COST PER MONTH AFTER INITIAL 90 -DAY MAINTENANCE PERIOD. LANDSCAPING REQUIREMENTS A. STREET TREES SHALL BE PLANTED WITH EVEN SPACING IN A ROW WITHIN THE PUBLIC STREET RIGHT-OF-WAY OR ADJACENT TO THE PUBLIC STREET RIGHT-OF-WAY IF NOT PERMITTED THEREIN BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION. (§32.7.9.5(D)) 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. (02.7.9.5(1))) 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)) THEREFORE: 396 FT * (1 LARGE TREE/50 FT OF FRONTAGE) = 8 LARGE TREES (� 396 FT * (1 MEDIUM TREE/40 FT OF FRONTAGE) = 10 MEDIUM TREES (V) 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. ii.SHRUBS SHALL BE IN A SINGLE ROW PLANTED 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. NEITHER THE AREAS OF STREET TREES AND SHRUBS REQUIRED BY SECTIONS 32.7.9.5(D) AND (E) NOR SHRUBS PLANTED BETWEEN A PARKING AREA AND A BUILDING ON THE SITE SHALL BE COUNTED TOWARD THE MINIMUM AREA LANDSCAPED AREA FOR A PARKING AREA. (§32.7.9.6(A)) THEREFORE: 61,860 SF X 5.0% = 3,093 SF OF PARKING LOT LANDSCAPING (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 PARKING LOT (1� H. EACH SITE SHALL HAVE A TREE CANOPY COVERING THE MINIMUM PERCENTAGE OF THE SITE AS FOLLOWS: iii. IF THE SITE IS TO BE DEVELOPED FOR COMMERCIAL OR INDUSTRIAL USES, THE MINIMUM TREE CANOPY IS TEN (10) PERCENT. (§32.7.9.8(A)) 10% x (89,948 SF) = 8,995 SF TOTAL PROPOSED = 25,127 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 DEVOID OF WOODED AREAS ON JUNE 20, 1990. v. RECREATION AREAS REQUIRED UNDER SECTION 4.16 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 FT OF FRONTAGE) = 12 LARGE TREES (V) 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 ALIGNI 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� INCHES CALIPER (MEASURED 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 CENT R. N. MEDIUM TREES SHOULD BE PLANTED PARALLEL TO ALL INTERIOR PEDESTRIAN WAYS. SUCH TREES SHOULD BE AT LEAST 2� INCHES CALIPER (MEASURED SIX INCHES ABOVE THE GROUND) AND SHOULD BE OF A SPECIES COMMON TO THE AREA. SUCH TREES SHOULD BE LOCATED AT LEAST EVERY 25 FEET ON CENTER(. O. 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: 184 PARKING SPACES * (1 TREE/10 PARKING SPACES) = 19 TREES WITHIN (THE PARKING LOT M )) P. TREES AEQSPECIEESBCOMMONTO PRECEDING PARAGRAPH SUCH TREESSHOULDBE PLANTED IN PLANTERSMEASURED IANSSIX SUFFICENTLLYY LARGE TO MAINNTAINHTHEDHEALTH OF THTREE 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 INCHES 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 PLANT." LANDSCAPE STANDARDS AND GUIDELINES 112 LONGHORN STEAKHOUSE REVISED 04-20-2017 F 1 W F, JZA 7' ` r' ¢ajjm 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 1 1 LONGHORN STEAKHOUSE REVISED 04-20-2017 L BoulJer to . a set ii below grade. Place- fside ' _ick Of rock: r l rade or ra. tural face above grade Lawn 1w;t - ; W brace Rock tc appear that it'has seed over:tinie into ttid landkapa. Bduld r t€a ° p ar �u n r� u r i appearance, rather than rounded or f t, and shall,be free of shalrp edges, 3 ')PECORA,TIVE. LAWN SCALE: NTS. LANDSCAPE STANDARDS AND GUIDELINES 13 LONGHORN STEAKHOUSE REVISED 04-20-2017 :: SHRUBR NI 51/S ALIZ,N LANDSCAPE STANDARDS AND GUIDELINES 10 LONGHORN STEAKHOUSE REVISED 04-20-2017 j - r" F, 71 ;# I € € € 3 £ i .. �.°.. € I � � f Rock tc appear that it'has seed over:tinie into ttid landkapa. Bduld r t€a ° p ar �u n r� u r i appearance, rather than rounded or f t, and shall,be free of shalrp edges, 3 ')PECORA,TIVE. LAWN SCALE: NTS. LANDSCAPE STANDARDS AND GUIDELINES 13 LONGHORN STEAKHOUSE REVISED 04-20-2017 :: SHRUBR NI 51/S ALIZ,N LANDSCAPE STANDARDS AND GUIDELINES 10 LONGHORN STEAKHOUSE REVISED 04-20-2017 j - r" F, 71 ;# I € € € 3 £ i .. �.°.. € :,. ......_.. LANDSCAPE STANDARDS AND GUIDELINES 9 LONGHORN STEAKHOUSE REVISED 0420-2017 FRICH DESIGN WORLDWIDE 311 Elm Street Suite 600 Cincinnati OH 45202 513 241 3000 www.frch.com ARCHITECTS PROJECT #: 35651.000 Issue Date: 08.27.18 REVISION INFORMATION Restaurant #: 5600 LONGHORN LH9 Prototype current thru 06-15-2018 1600 Rio Road East Charlottesville VA 22901 AUTHORIZED FOR: PERMIT/ BID CHARLOTTESVILLE VA Drawing LANDSCAPE PLAN NOTES & DETAILS