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HomeMy WebLinkAboutSDP201600034 Plan - Approved Minor Amendment 2016-06-27PROJECT DATA PROJECT: CVS/PHARMACY STORE #10746 ADDRESS: 1700 & 1710 SEMINOLE TRAIL MUNICIPALITY: ALBEMARLE COUNTY MAGISTERIAL DISTRICT: RIO PARCEL(S): 06100 00 00 123F0, 06100 00 00 123GO EXISTING USE: COMMERCIAL PROPOSED USE: CVS/PHARMACY WITH SINGLE DRIVE THRU (RETAIL) EXISTING/ PROPOSED ZONING: HC - HIGHWAY COMMERCIAL SPECIAL USE PERMIT REQ'D: DRIVE THRU OVERLAY DISTRICT(S): ENTRANCE CORRIDOR OVERLAY SITE AREA: 1.632 ACRES PRIOR TO R/W DEDICATION 1.535 ACRES AFTER R/W DEDICATION BUILDING AREA: 11,945 SF OPEN SPACE CALCULATION: 0.421 ACRES, 27.4% OF SITE IMPERVIOUS AREA: 1.115 ACRES, 72.6% OF SITE PARKING REQUIRED: 67 SPACES (1 SPACE PER 100 SF RETAIL UP TO 5000 SF, 1 PER 200 SF BEYOND 5000 SF) PARKING PROVIDED: 57 SPACES (EXCEPTION GRANTED 7/15/15) MINIMUM SETBACKS: 10 FT BUILDING ALONG R/W LOADING ZONE: 1 SPACE REQUIRED/ PROVIDED HEIGHT LIMIT: 45 FEET BUILDING HEIGHT: 30 FEET FLOODPLAIN: ZONE X (AREA OUTSIDE 500 YEAR FLOOD LEVEL) PER FEMA FIRM NUMBER 51003CO278 D, EFFECTIVE FEBRUARY 4, 2005 TOPOGRAPHY SOURCE: ALTA SURVEY PROVIDED BY JENNING STEPHENSON, P.C. DATED DEC. 3, 2014 DATUM: HORIZONTAL - NAD 83, VERTICAL - NAVD 88 SITE DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED LEGEND TRAFFIC SIGN CVS DIRECTIONAL SIGN PARKING COUNT CONCRETE / SIDEWALK LIGHT POLES DETECTABLE WARNING SURFACE CURB AND GUTTER REVERSE CURB & GUTTER FIRE LANE STRIPING PROPOSED CONTOUR TOP OF CURB ELEVATION BOTTOM OF CURB ELEVATION FINISHED SURFACE ELEVATION FINISHED FLOOR ELEVATION FLOW LINE ELEVATION STORM WATER PIPE STORMWATER MANHOLE WATER LINE WATER METER GATE VALVE FIRE HYDRANT SANITARY SEWER LINE SAN. SEWER CLEANOUT SAN SEWER MANHOLE TRANSFORMER ELECTRICAL LINE TELEPHONE LINE GAS LINE DRAINAGE AREA TRIP GENERATION CVS/Pharmacy with Drive-Thru FIRE LANE NO PARKING 100 TC 100.00 BC 100.00 FS 100.00 FIFE 100.00 FL 100.00 SS • O D E - T G CONDITIONS OF APPROVAL SP -2015-20 CVS A7 RIO AND 29N 1. DEVELOPMENT AND IUSE SHALL BE IN GENERAL ACCORD WITH THE FOLLOWING REVISED PLANS PREPARED BY KIMLEY-HORN, SHEET CS -101 (1 OF 3 IN SPECIAL U,SE PERMIT PLAN SET) DATED JUNE 17, 2015 (HEREAFTER "LAYOUIT PLAN"), AS DETERMINED BY THE DIRECTOR OF PLANNING AND THE 20NING ADMINISTRATOR. TO BE IN GENERAL ACCORD WITH THE SPECIFIED PLANS, DEVELOPMENT AND USE SHALL REFLECT THE FOLLOWING MAJOR ELEMENTS AS SHOWN ON THE PLANS: A.RELATIONSHIFP OF DRIVE-THROUGH LANES TO THE BUILDING AND THE PARKING LOT B. BUILDING LOCATION, ORIENTATION AND MASS C.MINOR MODIFIICATIONS TO THE PLAN THAT DO NOT OTHERWISE CONFLICT WITFH THE ELEMENTS LISTED ABOVE, MAY BE MADE TO ENSURE COMPLIANCE WITH THE ZONING ORDINANCE. 2. THE APPLICANT SHAILL INSTALL AND MAINTAIN TRAFFIC CONTROL DEVICES INCLUDING„ BUT NOT LIMITED TO, SIGNAGE AND PAVEMENT MARKINGS AT THE EMJTRANCE AND EXIT POINTS OF THE DRIVE-THROUGH LANES, SUBJECT TO 1COUNTY ENGINEER APPROVAL TO ENSURE APPROPRIATE AND S>AFE TRAVEL PATTERNS. 3. THE USE SHALL NOT COMMENCE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF APPROPRIATENESS BY THE ARCHITECTURAL REVIEW BOARD. 4. THE USE SHALL COMMENCE ON OR BEFORE SEPTEMBER 9, 2018 OR THE PERMIT SHALL EXPIRIE AND BE OF NO EFFECT. Trip Generation Peak Hour of Adjacent Street 21 30% Weekday 20% AM Peak Hour COVER SHEET CA PM Peak Hour GENERAL NOTES Land Use Size Unit ADT Enter Exit Total Enter Exit Total Pharmacy/Drugstore with Drive -Through Window (LUC 881) 11,945 SF 1,158 21 20 41 59 59 118 Adj. Specialty Retail Center (LUC 826)* 14,802 SF 656 18 22 40 18 22 40 Adj. Specialty Retail Center (LUC 826)* 2,537 SF 112 3 4 7 3 4 7 Total PHASE 11 E&S PLAN CG -201 1,926 42 46 88 80 85 165 *AM Peak Hour data not available, PM Peak Hour data used for both AM and PM Peak Hours. Square footage has been approximated LUC=Land Use Code ADT=Average Daily Trips Source: ITETrip Generation Manual, 9th Edition Entering RI/RO Driveway on Rio Road Entering RIJRO Driveway on Seminole Trail Enteringvia Left -Turn from Rio Road AM Peak Hour Distribution Enter 50% 21 30% 13 20% 8 PM Peak Hour Distribution Enter 50% 40 30% 24 20% 16 STORE NUMBER: 10746 1700 AND 1710 SEMINOLE TRAIL ALBEMARLE COUNTY, VIRGINIA ORIGINAL SITE PLAN SDP201500046 DATE: FEBRUARY 1, 2016 MINOR AMENDMENT: JUNE 167 2016 VICINITY MAP APPROX. SCALE: 1 " =2000' VVA Ki I ey >>> Hor A COPYRIGHT © 2016 KIMLEY—HORN AND ASSOCIATES, INC. THIS DOCUMENT, TO(GETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE C)F AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INIC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. PROJECT TEAM APPLICANT DEVELOPER THE THE REBKEE COMPANY 15871 CITY 'VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: 804-4119-0740 FAX: 804-419-0759 CONTACT: PAUL SPROUSE EMAIL: PSPR'OUSE@REBKEE.COM CIVIL ENGINEER KiI'lllew>> Horn KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOWS LAWN DRIVE, SUITE 200 RICHMOND, VA 23230 TEL: 804-673-3882 CONTACT. RYAN PERKINS, PE EMAIL: 1=�YANI.PERKINS®KIMLEY—HORN.COM ARCHITECT LARSON DESIGN GROUP 1000 COMMERCE PARK DRIVE, SUITE 201 WILLIAMSPORT, PA 17701 TEL: 570-323-6603 FAX: 570-3.23-9902 CONTACT: TIM HENRIE EMAIL: THENIRIE@LARSONDESIGNGROUP.COM SURVEYOR JENNTNGSTE:PHENSON,P, C. JENNINGSTEP'HENSON, P.C. 10160 STAPLES MILL ROAD, QTE 103 GLEN ALLEN, VA 23060 TEL: 804-545-6235 FAX: 804-545-6259 CONTACT: MIIKE JENNINGS OWNERSHIP (INFO PARCEL I — 29 RIO XROAD LLC PARCEL II — 1710 SEMINOLE TRAIL, LLC ZONING CONSULTANT WILLIAMS MULLEN 321 EAST MANN STREET CHARLOTTESVILLE, VA 22902 TEL: 434--951-5725 CONTACT: ASHLEY DAVIES, AICP EMAIL: ADAVDES@WILLIAMSMULLEN.COM Submittal Type Reviewed and Approved by the Community Development Department Date �.1�7�t� File#— - Signatu e SINCE SITE DISTURBANCE IS GREATEP THAN ONE (1) ACRE, A VSMP CONSTRUCTION PERMIT IS REQUIRED. CONTRACTOR TO OBTAIN VSMP PERMIT THRU ALBEMARLIE COUNTY PRIOR TO LAND DISTURBANCE. NOTE: ONLY THE COMPLETE A,ND APPROVED PAPER COPY OF THE PLAN SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE. AS THE OFFICIAL CONSTRUCTION PLANS. * * * * SHEETS MODIFIED IN THE MINOR AMENDMENT TO SITE PLAN SDP201500046 FRANCHISE UTILITIES POWER DOMINION VIRGINIA POWER 701 E. CARY ST RICHMOND, VA 23219 804-771-3655 TELECOMM VERIZON BUSINESS 2400 N. GLENVILLE DR. RICHARDSON, TX 75082 1-800-624-9675 GAS CITY OF CHARLOTTESVILLE 305 4TH STREET NW CHARLOTTESVILLE, VA 22903 434-970-3815 WATER./SEWER ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: 434-977-4511 MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 p,LTH 6; 4 j' _ LL U RYAN R. PERKINS LIC. No. 046565 SHEET LIST TABLE Sheet Number Sheet Title CA -100 COVER SHEET CA -101 GENERAL NOTES CA -201 PROPERTY EXHIBIT CV -101 EXISTING CONDITIONS CV -102 INTERIM EXISTING CONDITIONS CE -101 DEMOLITION PLAN CE -102 PHASE I E&S CONTROL PLAN CE -501 EROSION AND SEDIMENT CONTROL DETAILS CS -101 SITE PLAN CS -301 CVS SPECS CS -302 CVS SPECS CS -501 CONSTRUCTION DETAILS CS -502 RETAINING WALL DESIGN CS -503 RETAINING WALL DESIGN CG -101 GRADING PLAN CG -102 PHASE 11 E&S PLAN CG -201 STORMWATER PROFILES & SPREAD CALCS CG -301 STORMWATER MANAGEMENT CU --101 UTILITY PLAN CU -201 UTILITY PROFILES CU -501 UTILITY DETAILS CP -101 SITE LANDSCAPE PLAN CP -102 PLANT SCHEDULE CP -501 LANDSCAPE NOTES AND DETAILS CL -101 LIGHTING PLAN CL -102 LIGHTING CUTSHEETS CT -500 TRAFFIC MANAGEMENT PLAN CT -501 MOT PLAN CT -502 MOT DETAILS * SHEETS MODIFIED IN THE MINOR AMENDMENT TO SITE PLAN SDP201500046 FRANCHISE UTILITIES POWER DOMINION VIRGINIA POWER 701 E. CARY ST RICHMOND, VA 23219 804-771-3655 TELECOMM VERIZON BUSINESS 2400 N. GLENVILLE DR. RICHARDSON, TX 75082 1-800-624-9675 GAS CITY OF CHARLOTTESVILLE 305 4TH STREET NW CHARLOTTESVILLE, VA 22903 434-970-3815 WATER./SEWER ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: 434-977-4511 MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 p,LTH 6; 4 j' _ LL U RYAN R. PERKINS LIC. No. 046565 KIMLEY-HORN AND ASSOCIATES, INC. STD. NOTES CONSTRUCTION STANDARDS 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: A. ALBEMARLE CONSTRUCTION STANDARDS AND SPECIFICATIONS B. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS C. VDOT ROAD AND BRIDGE STANDARDS D. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) E. VIRGINIA WORK AREA PROTECTION MANUAL. F. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) G. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON-SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON-SITE AT ALL TIMES DURING CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4, ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON (UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA © 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONICRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PIRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. 8. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATER=IAL FROM THE PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER. 11. TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE AND ALL PAVING ON THE NEW' PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW OUT AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. 13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN & ASSOCIATES, INC. AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES 0>R DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER; AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDER=S FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 15, ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. 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. 16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING 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. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON-SITE AND OTHER DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSTE NO THREAT TO PUBLIC SAFETY. DEMOLITION / LAND DISTURBANCE NOTES 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND I'S RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. F. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 2. NEITHER KIMLEY-HORN & ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER, 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITI(ON. 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIMIE. 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. DRAINAGE / STORMWATER NOTES 1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER - 1" SIZE, "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 5. ALL DROP INLETS AND CURB INLETS SHALL HAVE VDOT STD. IS -1 SHAPING AND ST -1 STEPS, WHERE APPLICABLE. 6. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 7. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION. 8. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. 4. THECONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION C N OR OTHER INVESTIGATION IS NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804) 673-3882. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF' ALL UTILITIES TO REMAIN IN PLACE. 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL UTILITIES (UNLESS OTHERWISE NOTED). 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE. 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE SIGNS AND MARKINGS. 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. 10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 12, PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 'TRAFFIC CONTROL NOTES 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS, 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL PLAN. REQUIRED SHOP DRAWING SUBMITTALS: 1. IF REQUIRED FOR THE PROJECT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE FOLLOWING SHOP DRAWINGS: DETENTION SYSTEM, RETAINING WALLS, STORMWATER QUALITY DEVICES. ACSA WATER & SEWER GENERAL 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 (3) FEET OF COVER MEASURED FROM THE TOP OF 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). ALBEMARLE COUNTY GENERAL 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 accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA. Standards for the Construction Ind- stry (29 CFR Part 1926). General'. Construction Notes for Streets 10. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 11. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 12. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 13. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edgeof pavement to the face of guardrail, and roadway shoulder widths shall be increased to 14. seven (7) feet. 15. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or Q. 16. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 17. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section. detail, shall be strictly adhered to. 18. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 19. All siigns or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 20. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 2.1. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 22. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 23. A vidleo camera inspection is reqused for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspe(etion procedure and with a VDOT or County inspector present. General construction notes for Eros -lot) and Sediment Control plans 24. The pllan approving authority must be notified one week prior to the pre -construction conference, one week prior tto the commencement of land disturbing activity, and one week prior to the final inspection. 25. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 26. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 27. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 28. 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 owmer for review and approval by the plan approving authority. 29. The contractor is responsible for installation of any additional erosion control measures 30, necessary to prevent erosion and sedimentation as determined by the plan approving authority. 31. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 32. During dewatering operations, water will be pumped into an approved filtering device. 33. The contractor shall inspect all erosion control measures periodically and after each runoff- producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made irmnediately. 34. All fill material to be taken from an approved, designated borrow area. 35. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of .roots, stumps, wood, rubbish, and other debris. 36. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 37. All ineirt materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 38, Borrov, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00amr to 9:00pm. 39. Borrow✓, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 40. The deweloper shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of �arny lot, unit, bailding or other portion of the property. 41, Temporrary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 42. 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 801bs/100sf. Alternatives are subject to approved by the County erosion control inspector. 43. Pennan(ent stabilization shall be time and fertilizer, permanent seeding, and mulch. 44. Agriculttural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilize=r shall be applied at 10001'bs/acre and consist of a 10-20-10 nutrient mix. Pennanent seeding shall be applied ;at 180tbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentuckcy Bluegrass. Straw mulch is to be applied at 801bs/100sf. Alternatives are subject to approved by the County (erosion control inspector. 45. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structurail measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume its filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Siilt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired. immediately. 46. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilizattion, when measures are no longer needed, subject to approval by the County erosion control inspectorr. General consytruction notes for Stormwater Management plans 47. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum 48. moisture, content. All till material to be approved by a geotechnical engineer. A geotechnical engineer is to be presernt during construction of dams. 49. Pipe and'. riser joints are to be watertight within stormwater management facilities. 50. 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 exosion control inspector. NORTHERN 11,945 SF RIGHT CHAMFER DRIVE-THRU STORE NUMBER 10746 SEMINOLE TRAIL &RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE NEW SPORE DEAL TYPE: FFS CS PROJECT NUMBER 86047 ENGINEER: lKimley*Horn CONSULTANT KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 [SEAL: I*`�ALTH ph, RYA". PERKINS LIC. No. 046565 AL REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: GENERAL NOTES SHEET NUMBER. CA -1 01 COMMENTS: �1�9 PERMANENT VDOT EASEMENT ly� 41 jt w err 41 f # PROPOSED 20 FT ACCESS & UTILITYACSA UTILITY/ 44 EASEMENT EASEMENT D.B. 643 PG. 78 VARIABLE WIDTH ACSA UTILITY EASEMENT ----------------- -------- \-PERMANENT VDOT EASEMENT VARIABLE WIDTH PERMANENT . .. . ......... . .. ..... .. .. VDOT EASEMENT ---- ----- --------- . ..... SEMINOLE TRAIL (:ROUTE 29) VARIABLE WIDTH R/W ............. . ...... D.B. 1317 PC-' 7r, D.B. 435 PG. 171 GRAPHIC SCALE IN FEET 0 10 20 40 NORTHERN 11,945 SF RIGHT CHAMFER, DRIVE-THRU STORE NUMBER: 10746 SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROIECT TYPE NEW STORE DEAL TYPE: IFFS I CS PROJECT NUMBER: 860471 ENGINEER: Kimley»>Horn I CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 I SEAL: it '�p,LTH Off,' tri RYA PERKINS LIC. No. 046565 REVISIONS: &5/10/16 WATERLINE UPDATES A6/16/16 WATERLINE UPDATES DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: PROPERTY EXHIBIT SHEET NUMBER: CA -201 COMMENTS: Tlu kko NOTES 1. OWNERSHIP: PARCEL 1 - UNION BANK AND TRUST COMPANY D.B. 3591 PG. 107 TAX PCL.: 06100 00 00 123FO PARCEL 2 - 1710 SEMINOLE TRAIL, LLC D.B. 3729 PG. 738 TAX PCL.: 06100 00 00 123GO 2, THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT PREPARED BY CHICAGO TITLE INSURANCE COMPANY, COMMITMENT NO. 731400169 DATED 11-3-14 AND ADDRESSED THOSE ITEMS LISTED UNDER SCHEDULE B SECTION 2 AS FOLLOWS: 1 - NOT ADDRESSED 2 - SHOWN 3 - D.B. 211 PG. 21 - MAY PERTAIN BUT CANNOT PLOT 4 - D.B. 234 PG. 564 - MAY PERTAIN BUT CANNOT PLOT 5 - D.B. 630 PG. 98, D.B. 1243 PG. 248 - SHOWN 6 - D.B. 630 PG. 98 - SHOWN 7 - D.B. 637 PG. 121 - SHOWN 8 - D.B. 643 PG. 78 - SHOWN 9 - D.B. 643 PG. 78 - SHOWN 10 - D.B. 720 PG. 721 - SHOWN 11 - D.B. 782 PG. 345, D.B. 1546 PG. 404 PERTAINS BUT CANNOT PLOT 12 - D.B. 785 PG. 680, D.B. 804 PG. 483 SHOWN BUT OWNERSHIP AT TIME OF DEDICATION IS IN QUESTION. 13 - D.B. 1555 PG. 558 - SHOWN 14 - D.B. 1819 PG. 279 - SHOWN 15 - NOT ADDRESSED 3. THIS PROPERTY IS IN ZONE 'X' OF THE FEMA DEFINED FLOOD HAZARD AREA AS SHOWN FLOOD INSURANCE RATE MAP NUMBER 51003CO278D DATED 2-4-2005. 4. DURING THE PROCESS OF OUR PHYSICAL IMPROVEMENT SURVEY NO INDICATIONS OF A CEMETERY WERE FOUND. NO FURTHER INSPECTION OF THE PROPERTY HAS BEEN MADE FOR POSSIBLE CEMETERIES. 5. PER THE COUNTY OF ALBEMARLE THIS PROPERTY IS ZONED HIGHWAY COMMERCIAL 6. DATUM: HORIZONTAL - NAD 83 VERTICAL - NAD 88 7. POWER SHRUB DOMINION VIRGINIA POWER TREE 701 E. CARY ST SIGN RICHMOND, VA QD 804-771-3655 OS TELECOMM wv VERIZON BUSINESS 2400 N. GLENVILLE DR. t RICHARDSON, TX 75082 ❑ 800-624-9675 D LUMOS NETWORK ❑w 524 W. BROAD ST. WAYNESBORO, VA 22980 540-946-3129 b FIBERLIGHT, LLC TP q� 3655 BROOKSIDE PARKWAY O SUITE 550 UNDERGROUND ELECTRIC ALPHARATTA, GA 3022 TELEPHONE 240-994-0305 WATER QWEST GOVERNMENT SERVICES, INC. 2950 TOWERVIEW ROAD UNKNOWN UNDERGROUND SUITE 150 HERNDON, VA 20171 703-464-7529 COMCAST 324 WEST MAIN ST. CHARLOTTESVILLE, VA 22903 434-951-3761 CENTURY LINK, INC. 127 E. CHURCH ST, MARTINSVILLE, VA 24112 276-666-4247 GAS CITY OF CHARLOTTESVILLE 305 4TH STREET NW CHARLOTTESVILLE, VA 22903 434-970-3815 WATER/SEWER CITY OF CHARLOTTESVILLE 305 4TH STREET NW CHARLOTTESVILLE, VA 22903 434-970-3185 ALBEMARLE COUNTY SERVICE `S08v AUTHORITY 168 SPOTSNAP ROAD CHARLOTTESVILLE, VA 22911 434-977-4511 RIVANA WATER AND SEWER AUTHORITY N r- rr rr / INV.=511.78 j BALMUN, LLC F/L=486.23 r - D.B. 2223 PG. 458 TAX PCL.: 06100 00 00 123D0 C) BALMUN, LLC / r ' r / I D.B. 2223 PG. 458 / S7// / = TAX PCL.: 04500 00 00 105AO i NAIL,/F zr> cn �.. _ _ Go r INV.: /r X191 �E �O r r/ el G) I I l 1 �' ' 4^ pc ' o / I II S \ } I- r / \ ► / / / r `sem 110 // / ' ACCESS & UTUTY VA. P�WER ,/ EAlEMENT / el / INV.=49 .3 s F I I 8:1 SLOPES / MENT// D B 43 PG. 178 / IN24°41'02"E / ` / =492.06 i IJ - OJ � QO° � � r D.B. 720 0 � � I NAILI/F PG. 721// 0 149.85 r � � \ ` O I I ccs er} l rn ' Z / _ �_ I cp n r I / n _ S> / / �'' / Q�Q�. • I ❑ � 14.6 I' 1 0. EX. RETAINING WALL -_-`� f Z7 M ' I II /r 0�J 46.2 c� ��i II I / e� ° INV.=487.58 Q� ro 61.4' / --j --i r / I I �o • l 30' BUILDING LINE O i I I / e 15" CONC. / r/ �' j • D.B. 643 PG. 78 U) 5.4 i l / �5>� / / rrr / ,' / ® 6.2' PARCEL 1 1 �0) +I ` eI Il / w /'� UTILITY C 0. %9% ACRE Cf�Vo/��(6 D ; 1ASEMENT F.F.-499.4 0) D.B3/ 637 PG. 1 21X 41 VICINITY MAP - NOT TO SCALE -----UGE- - UGT - - W - FO - ---UTL- ----OHE- LEGEND 5.4 / e / LEGAL DESCRIPTIONS 12 APPROX. AREA > I / / CONTAINING z o EXISTING MANAGED ❑ I ,' / 15 / ► I 1 T ------T THE LUCK GROUP, LLC PARCEL 9 STEEP SLOPES PER r O / I / � X o 5.4 I i D.B. 4345 PG. 207 BEGINNING AT A POINT, MARKED P.O.B., SAID POINT BEING THE INTERSECTION OF THE -Tr�� F.F.=510.67 COUNTY GIS a o F.F.=501.63X ,/I w O��' ,�� / TAX PCL.: 04500 00 00106A0 NORTH LINE OF RIO ROAD AND THE EAST LINE OF U.S. ROUTE 29;THENCE ALONG THE o �� �0) / I e / , SAID NORTH LINE OF RIO ROAD THE FOLLOWING FOUR COURSES: ALONG A CURVE TO v / TWO STORY "' 5. ' BRICK I �`' I o Q z ' / 1 I THE RIGHT HAVING A RADIUS OF 51.62', A LENGTH OF 38.66', A CHORD BEARING OF N ❑ i � � �t co T` I N 85°46 40 W AND A CHORD OF 37.77' TO A POINT; THENCE N 44°34'57" W 41.48' (OLD) o ONE STORY � � rn N / cn / I rn > , z w ` cr I ( TO A POINT; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 999.43' A o NO # POSTED � BRICK 5.4 / w � / I (� ' co'") / OLD o / r Q o / o I I LENGTH OF 146.51', A CHORD BEARING OF N 35°29'31" W AND A CHORD OF 146.38' co � / , ( ) I II w w a- ci 1 I I ov 4j Ili No # POSTED - o o ,Y-�� / I +f N I I TO A POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 647.09', A o a PARCEL +► 5.4' I Z LENGTH OF 49.64', A CHORD BEARING OF N 41 °56'37" W AND A CHORD OF 49.64' TO a' ,� Q/ o o O j r I e 1 A POINT; THENCE LEAVING THE SAID NORTH LINE OF RIO ROAD o XZ- co 0.841 ACRE �. r -X Q m I N ,> i ' rn w' ,,, w o m U� / I N 44°52 17 E, 97.60 TO A POINT; THENCE S 65°12 20 E, 223.47 TO A POINT ON APPROX. LOCATION 5.4' i ,� z o , 'I I �' / I THE WEST LINE OF U.S. ROUTE 29; THENCE ALONG THE SAID WEST LINE OF U.S. ti Qom II 30 BUILDING LINE I e I cV QT -� / �, o ' -I✓ ROUTE 29 THE FOLLOWING TWO COURSES* S 31 °49'48" W 26 87' TO A POINT THENCE 11-1 61.6' D.B. 643 PG. 78 / r z 6� / I II el el S 27°14'13" W, 158.64' TO THE POINT AND PLACE OF BEGINNING CONTAINING 0.841 a 1. �kg / I / e ACRE. \77.90' / � � I / / cb ► O� \ 115 PARCEL 2 CONC. ❑ ' I / I I I - ) r �/ el C/L 15' 6 \ I ©i F/L 4 3. 11 , ' VA. POW cn I / I BEGINNING AT A POINT, MARKED P.O.B., SAID POINT BEING THE INTERSECTION OF THE I `\ �' i O (` I ► E! "o r I / 1 NORTH LINE OF RIO ROAD AND THE EAST LINE OF U.S. ROUTE 29; THENCE ALONG ' 4� I ► cv dB. 720 THE SAID WEST LINE OF U.S. ROUTE 29 N 19°10'28" E, 185.70' TO THE TRUE POINT PG. 721 F/L=489.37 I AND PLACE OF BEGINNING; THENCE LEAVING THE SAID WEST LINE OF U.S. ROUTE 29 ROD/F --, ` �� �' X01' QII / r U E i i SIGN / _ I N 65°12'20" W, 227.59' TO A POINT; THENCE N 24°41'02" E, 149.85' TO A POINT; % �� 3p o h / / 1 APPROXIMATE BENT r ' I \ THENCE S 65°00'52" E, 230.64' TO A POINT ON THE WEST LINE OF Ul.S. ROUTE 29; ---- 0.B. LINE r h o o ��I �- \ ANO = �_ &413 N� ``� � � � �I 1� �/ � / ( ' LOCATION THENCE ALONG THE SAID WEST LINE OF U.S. ROUTE 29 THE FOLLOWING THREE G. � �� f ory I O� � � , ��`� /, / / 12 STORM SEWER COURSES: S 24°09'31" W, 85.58' TO A POINT; THENCE S 25°07'15" W', 16.20' TO A _ Hp = / / h �I �O g `� r \� EASEMENT POINT; THENCE S 29°1017 W 47.44 TO THE TRUE POINT AND PLACE OF BEGINNING 695 MOORES CREEK LANE 50�� ,�o / - ` GN �`''- M /-- _ / / '� .��' �� ' D.B. 630 PG. 98 ' ' _ _ _ �,L PER _ - '�-. / -r--- �% / a°' CONTAINING 0.791 ACRE CHARLOTTESVILLE, VA 22902 n H. B. 6 4 3 --- / / ;gyp /-ACCESS &,UTILITY i �� 434-977-2970 t %c - D. .359 PG. 1 �- - ASEMENT 1 uri ITY r _� C 'PLAN) O�� ,' r / D.B. 64Sr PG.. 78 SS --� y ' _ 0_$ - 1�SEM NT 3 0 (/= Lq . ' , TOP=4 5.2f v.r I , 50' ACCES. / %-- NAIL s\�� _ _ _ _ _ - D. .637 G.'1 1 F L .5f / D / F/ =489 ' / 7 , 113' ONC. PER 4 LAN) �� `/ I I ,' D.B.EASEMENaF' v� 630 \ / PGNEL S - AN D ( pX N� L P R 44 NVQ 90.6 ( / MAID/OX ��� D.B. 12,4 PG. 248 FFIC , - - _ _ SS_ - l-*---- - �-- CON 'p w 15/" CONC. / APPRC�X LOCATION -493'.92f CAM L4 _ -0 ' `r5 S RESERVED , / - r L6 a � --�- P LEER D� '-= - O RIGHT�OF-WA �, - - _ _ 9.x.'643 PG. 80 ' , - - , J L1 , IA D.B. 643 PG. 8 I r o _ - l�/� e �� -- - _`__-� _ _ o ROD L 3 -'488.5 O S24°0913 s / - .--_-_ SS F/L=42,96 ROD/ F L25f' CO 85.8' i--.-..�- = 2'X3' BOX �S F/L=497.55 - - - - - _ - _ _ _ /1 ITOP=491. ROD/F� --- CULVERT - - o`� �� 1 4 ~ ' o 15" CONC POLAN) 716 ;z P SER PUNCH F/L=487.4 T (PER PLA DISTANCE -� - - - - �-- - __�� ��'� B . 643 P 80 OLE/F \� `�� 18" CONC. 1819 PG 279 (PER PLAN 63.99 �h- - - �- - \ ` .___ rx} _ 1____ - --� - \) F/L=478.67 16.20 `Q o - -� BENCHMARK 47.44' EL=488.94 �1 185.70 CURVE TABLE U. S. ROUTE 29 MAG NAIL 26.87' CURVE RADIUS LENGTH CHORD BEARING CHORD VARIABLE WIDTH R/W 158.64' Cl 51.62 38.66 N85°46'40"W 37.77 D.B. 1317 PG. 75 4.12' C2 999.43 146.51 N35°29'31"W 146.38 D.B. 435 PG. 171 41.48' C3 647.09 49.64 N41 °56'37"W 49.64 ALTA/ACSM .LAND TITLE' SURVEY ON TWO PARCELS OF LAND LYING ON THE NORTHWEST CORNER OF RIO ROAD AND U. S. ROUTE 29 RIO DISTRICT ALBEMARLE COUNTY, VIRGINIA DATE: DECEMBER 3, 2014 SCALE:, 1" = 20' EXISTING CONDITIONS CV SHRUB TREE SIGN �- QD DRAINAGE MANHOLE OS SANITARY SEWER wv WATER VALVE t LIGHT POLE ❑ TRAFFIC BOX D WATER METER ❑w WATER BOX FIRE HYDRANT POWER POLE b GUY WIRE TP q� TELEPHONE PEDESTAL O TELEPHONE MANHOLE UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND WATER UNDERGROUND FIBER OPTIC UNDERGROUND TRAFFIC UNKNOWN UNDERGROUND OVERHEAD POWER 5.4 / e / LEGAL DESCRIPTIONS 12 APPROX. AREA > I / / CONTAINING z o EXISTING MANAGED ❑ I ,' / 15 / ► I 1 T ------T THE LUCK GROUP, LLC PARCEL 9 STEEP SLOPES PER r O / I / � X o 5.4 I i D.B. 4345 PG. 207 BEGINNING AT A POINT, MARKED P.O.B., SAID POINT BEING THE INTERSECTION OF THE -Tr�� F.F.=510.67 COUNTY GIS a o F.F.=501.63X ,/I w O��' ,�� / TAX PCL.: 04500 00 00106A0 NORTH LINE OF RIO ROAD AND THE EAST LINE OF U.S. ROUTE 29;THENCE ALONG THE o �� �0) / I e / , SAID NORTH LINE OF RIO ROAD THE FOLLOWING FOUR COURSES: ALONG A CURVE TO v / TWO STORY "' 5. ' BRICK I �`' I o Q z ' / 1 I THE RIGHT HAVING A RADIUS OF 51.62', A LENGTH OF 38.66', A CHORD BEARING OF N ❑ i � � �t co T` I N 85°46 40 W AND A CHORD OF 37.77' TO A POINT; THENCE N 44°34'57" W 41.48' (OLD) o ONE STORY � � rn N / cn / I rn > , z w ` cr I ( TO A POINT; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 999.43' A o NO # POSTED � BRICK 5.4 / w � / I (� ' co'") / OLD o / r Q o / o I I LENGTH OF 146.51', A CHORD BEARING OF N 35°29'31" W AND A CHORD OF 146.38' co � / , ( ) I II w w a- ci 1 I I ov 4j Ili No # POSTED - o o ,Y-�� / I +f N I I TO A POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 647.09', A o a PARCEL +► 5.4' I Z LENGTH OF 49.64', A CHORD BEARING OF N 41 °56'37" W AND A CHORD OF 49.64' TO a' ,� Q/ o o O j r I e 1 A POINT; THENCE LEAVING THE SAID NORTH LINE OF RIO ROAD o XZ- co 0.841 ACRE �. r -X Q m I N ,> i ' rn w' ,,, w o m U� / I N 44°52 17 E, 97.60 TO A POINT; THENCE S 65°12 20 E, 223.47 TO A POINT ON APPROX. LOCATION 5.4' i ,� z o , 'I I �' / I THE WEST LINE OF U.S. ROUTE 29; THENCE ALONG THE SAID WEST LINE OF U.S. ti Qom II 30 BUILDING LINE I e I cV QT -� / �, o ' -I✓ ROUTE 29 THE FOLLOWING TWO COURSES* S 31 °49'48" W 26 87' TO A POINT THENCE 11-1 61.6' D.B. 643 PG. 78 / r z 6� / I II el el S 27°14'13" W, 158.64' TO THE POINT AND PLACE OF BEGINNING CONTAINING 0.841 a 1. �kg / I / e ACRE. \77.90' / � � I / / cb ► O� \ 115 PARCEL 2 CONC. ❑ ' I / I I I - ) r �/ el C/L 15' 6 \ I ©i F/L 4 3. 11 , ' VA. POW cn I / I BEGINNING AT A POINT, MARKED P.O.B., SAID POINT BEING THE INTERSECTION OF THE I `\ �' i O (` I ► E! "o r I / 1 NORTH LINE OF RIO ROAD AND THE EAST LINE OF U.S. ROUTE 29; THENCE ALONG ' 4� I ► cv dB. 720 THE SAID WEST LINE OF U.S. ROUTE 29 N 19°10'28" E, 185.70' TO THE TRUE POINT PG. 721 F/L=489.37 I AND PLACE OF BEGINNING; THENCE LEAVING THE SAID WEST LINE OF U.S. ROUTE 29 ROD/F --, ` �� �' X01' QII / r U E i i SIGN / _ I N 65°12'20" W, 227.59' TO A POINT; THENCE N 24°41'02" E, 149.85' TO A POINT; % �� 3p o h / / 1 APPROXIMATE BENT r ' I \ THENCE S 65°00'52" E, 230.64' TO A POINT ON THE WEST LINE OF Ul.S. ROUTE 29; ---- 0.B. LINE r h o o ��I �- \ ANO = �_ &413 N� ``� � � � �I 1� �/ � / ( ' LOCATION THENCE ALONG THE SAID WEST LINE OF U.S. ROUTE 29 THE FOLLOWING THREE G. � �� f ory I O� � � , ��`� /, / / 12 STORM SEWER COURSES: S 24°09'31" W, 85.58' TO A POINT; THENCE S 25°07'15" W', 16.20' TO A _ Hp = / / h �I �O g `� r \� EASEMENT POINT; THENCE S 29°1017 W 47.44 TO THE TRUE POINT AND PLACE OF BEGINNING 695 MOORES CREEK LANE 50�� ,�o / - ` GN �`''- M /-- _ / / '� .��' �� ' D.B. 630 PG. 98 ' ' _ _ _ �,L PER _ - '�-. / -r--- �% / a°' CONTAINING 0.791 ACRE CHARLOTTESVILLE, VA 22902 n H. B. 6 4 3 --- / / ;gyp /-ACCESS &,UTILITY i �� 434-977-2970 t %c - D. .359 PG. 1 �- - ASEMENT 1 uri ITY r _� C 'PLAN) O�� ,' r / D.B. 64Sr PG.. 78 SS --� y ' _ 0_$ - 1�SEM NT 3 0 (/= Lq . ' , TOP=4 5.2f v.r I , 50' ACCES. / %-- NAIL s\�� _ _ _ _ _ - D. .637 G.'1 1 F L .5f / D / F/ =489 ' / 7 , 113' ONC. PER 4 LAN) �� `/ I I ,' D.B.EASEMENaF' v� 630 \ / PGNEL S - AN D ( pX N� L P R 44 NVQ 90.6 ( / MAID/OX ��� D.B. 12,4 PG. 248 FFIC , - - _ _ SS_ - l-*---- - �-- CON 'p w 15/" CONC. / APPRC�X LOCATION -493'.92f CAM L4 _ -0 ' `r5 S RESERVED , / - r L6 a � --�- P LEER D� '-= - O RIGHT�OF-WA �, - - _ _ 9.x.'643 PG. 80 ' , - - , J L1 , IA D.B. 643 PG. 8 I r o _ - l�/� e �� -- - _`__-� _ _ o ROD L 3 -'488.5 O S24°0913 s / - .--_-_ SS F/L=42,96 ROD/ F L25f' CO 85.8' i--.-..�- = 2'X3' BOX �S F/L=497.55 - - - - - _ - _ _ _ /1 ITOP=491. ROD/F� --- CULVERT - - o`� �� 1 4 ~ ' o 15" CONC POLAN) 716 ;z P SER PUNCH F/L=487.4 T (PER PLA DISTANCE -� - - - - �-- - __�� ��'� B . 643 P 80 OLE/F \� `�� 18" CONC. 1819 PG 279 (PER PLAN 63.99 �h- - - �- - \ ` .___ rx} _ 1____ - --� - \) F/L=478.67 16.20 `Q o - -� BENCHMARK 47.44' EL=488.94 �1 185.70 CURVE TABLE U. S. ROUTE 29 MAG NAIL 26.87' CURVE RADIUS LENGTH CHORD BEARING CHORD VARIABLE WIDTH R/W 158.64' Cl 51.62 38.66 N85°46'40"W 37.77 D.B. 1317 PG. 75 4.12' C2 999.43 146.51 N35°29'31"W 146.38 D.B. 435 PG. 171 41.48' C3 647.09 49.64 N41 °56'37"W 49.64 ALTA/ACSM .LAND TITLE' SURVEY ON TWO PARCELS OF LAND LYING ON THE NORTHWEST CORNER OF RIO ROAD AND U. S. ROUTE 29 RIO DISTRICT ALBEMARLE COUNTY, VIRGINIA DATE: DECEMBER 3, 2014 SCALE:, 1" = 20' EXISTING CONDITIONS CV r • , w I �ro -Rnn 7F `'. OHF _ AA / /INV.=511-78 9 , M? �Co. M� \sem �� ��• 6.2' 4gs �,ry 99 46.2' /N �o X F.F.=510.67 TWO STORY BRICK (OLD) NO # POSTED PARCEL 1 0.841 ACRE BALMUN, LLC D.B. 2223 PG. 458 TAX PCL.: 06100 00 00 123DO ZONE: HIGHWAY COMMERCIAL (HC) F/L=496.7± n TRA OR ER F.F.=4919.34 X \"J i I I ll y 1 BALMUN, LLC D.B. 2223 PG. 458 TAX PCL.: 04500 00 00 105AO ZONE: HIGHWAY COMMERCIAL (HC) 15 CONC. -- z::::'NV.=494.40 _I N24.41702"E i 149.85' 61.4' io i 15871 CITY VIEW DRIVE, f PARCEL 16 �5 0.791 ACRE , 4 5.4' (6 5.4' F.F.=501.63 X 5.,` o 1 `6 ONE STORY BRICK 5.4' (OLD) o NO # POSTED 5.4' OE 5.4' r • , w I �ro -Rnn 7F `'. OHF _ AA / /INV.=511-78 9 , M? �Co. M� \sem �� ��• 6.2' 4gs �,ry 99 46.2' /N �o X F.F.=510.67 TWO STORY BRICK (OLD) NO # POSTED PARCEL 1 0.841 ACRE BALMUN, LLC D.B. 2223 PG. 458 TAX PCL.: 06100 00 00 123DO ZONE: HIGHWAY COMMERCIAL (HC) F/L=496.7± n TRA OR ER F.F.=4919.34 X \"J i I I ll y 1 BALMUN, LLC D.B. 2223 PG. 458 TAX PCL.: 04500 00 00 105AO ZONE: HIGHWAY COMMERCIAL (HC) 15 CONC. -- z::::'NV.=494.40 _I N24.41702"E i 149.85' 61.4' io THE REBKEE COMPANY 15871 CITY VIEW DRIVE, 5.4' PARCEL 16 �5 0.791 ACRE 4' 4 5.4' (6 5.4' F.F.=501.63 X 5.,` o 1 `6 ONE STORY BRICK 5.4' (OLD) o NO # POSTED 5.4' OE 5.4' P&L I IS. F/L=486.23 j -I NAIL/F U) H jjF/AL=489S.37 I / INV.=4817.58 15" CONC. I (n THE LUCK GROUP, LLC D.B. 4345 PG. 207 TAX PCL.: 04500 00 00106AO ZONE: HIGHWAY COMMERCIAL (HC)) -14 ,�,,,.�- ~ L . �� ,, • � �,. .,,_. w,�-moi; EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD REFLECT VDO75 GRADE SEPARATED INTERCHANGE IMPROVEMENTS (PROJECT # 0029-002-901) AS CONSTRUCTION WILL TAKE PLACE PRIOR TO THE COMMENCEMENT OF CVS CONSTRUCTION GRAPHIC SCALE IN FEET 0 15 30 60 ENGINEER Ki m I n1clyo)) H o r n CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 SEAL REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TITLE: INTERIM EXISTING CONDITIONS SHEET NUMBER: CV -1 02 COMMENTS: � -. I A f ' i \ � EXISTING LANDSCAPING TO „ f \ y, \� BE REMOVED (TYP) V f r 4 1 n �\ f EXISTING SIGN TO BE REMOVED EXISTING DETENTION SYSTI _REMOVED. SYSTEM WILL N( h p- EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS GRADE SEPARATED INTERCHANGE IMPROVEMENTS (PROJECT # 0029-002-901) AS CONSTRUCTION WILL TAKE PLACE PRIOR TO THE COMMENCEMENT OF CVS CONSTRUCTION GRAPHIC SCALE IN FEET 0 10 20 40 r1 STORE NUMBER: 10746 SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE: NEW STORE DEAL TYPE: FFS CS PROJECT NUMBER 86047 ENGINEER: K imley»>Horn CONSULTANT KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA .23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 Fs-EAL: r'.��,LTH O.e� RYA". PERKINS � LiC. No. 046565 AL REVISIONS: A\5/10/16 WATERLINE UPDATES A6/16/16 WATERLINE UPDATES DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: DEMOLITION FLAN SHEET NUMBER: CE -1 01 COMMENTS: Q —,,� VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY PAVED CONSTRUCTION PCE 1 ENTRANCE 3.05 SILT FENCE SF X -- X --- X - X 575 LF. 3.07 INLET PROTECTION IP @ 8 3.31 TEMPORARY SEEDING TS -♦-- TS N/A. 3.01 SAFETY FENCE SqF 195 3.11 DIVERSION DIKE RWD 197 LEGEND: LIMITS OF DISTURBANCE Lp REMOVE UTILITY LINES DEMOLISH PAVEMENT SAWCUT LINE"' - r I V I\LIVIr 114 IIV 1- I-INIIVV {i .. PHASE I CONSTRUCTION f r 1 PHASE j r PAVEMENT REMOVAL ' LIMITS PHASE I PROBABLE CONSTRUCTION SEQUENCE►► PHASE I Equation for Estimated Storage S = A*Ez + B*E + C A= 203.866 B = -200,401.92 C = 49,249,138 488 Bottom of Trap Sediment Cleanout Level N �p Top of Wet Storage Top of Dry Storage Top of Embankment EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS GRADE SEPARATED INTERCHANGE IMPROVEMENTS (PROJECT # 0029-002-901) AS CONSTRUCTION WILL TAKE PLACE PRIOR TO THE COMMENCEMENT OF CVS CONSTRUCTION GRAPHIC SCALE IN FEET 0 10 20 40 STORE NUMBER 10746 SEMINOLE TRAIL &RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE NEW SPORE DEAL TYPE: FFS CS PROJECT NUMBER 86047 ENG KimIcyz/v Horn CONSULTANT KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: Storage Volume Storage Volume 492.00 ft 0 cu ft 0 cu yd 493.00 ft 421 cu ft 16 cu yd 495.00 ft 2,457 cu ft 91 cu yd 496.00 ft 4,086 cu ft 151 cu yd 496.50 ft 5,054 cu ft 187 cu yd EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS GRADE SEPARATED INTERCHANGE IMPROVEMENTS (PROJECT # 0029-002-901) AS CONSTRUCTION WILL TAKE PLACE PRIOR TO THE COMMENCEMENT OF CVS CONSTRUCTION GRAPHIC SCALE IN FEET 0 10 20 40 STORE NUMBER 10746 SEMINOLE TRAIL &RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE NEW SPORE DEAL TYPE: FFS CS PROJECT NUMBER 86047 ENG KimIcyz/v Horn CONSULTANT KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 SEAL RYA PERKINS LIC. No. 046565 'AL REVISIONS: A 5/10/16 WATERLIINE UPDATES DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TITLE: PHASE I E&S CONTROL PLAN SHEET NUMBER: CE -1 02 COMMENTS: PROJECT DESCRIPTION FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF STORMWATER MANAGEMENT MINIMUM STANDARDS (4VAC50-30-40) WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED ONTO ROADWAYS WILL NOT BE REFER TO SHEET CG -301 FOR STORMWATER MANAGEMENT SUMMARY AND DETAILS AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE THIS PROJECT CONSISTS OF IMPROVEMENTS ASSOCIATED WITH A NEW CVS/PHARMACY TO BE LOCATED IN PERMITTED UNDER ANY CIRCUMSTANCES. CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: ALBEMARLE COUNTY, VIRGINIA AT THE INTERSECTION OF SEMINOLE TRAIL (ROUTE 29) AND RIO ROAD. THE INSPECTIONS AND MAINTENANCE SUBJECT SITE IS CURRENTLY A VACANT BANK AND SHOPPING PLAZA WHICH WILL BE DEMOLISHED AS PART OF 3.05 SILT FENCE - A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED 1. PERMANENT OF TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN THIS DEVELOPMENT. ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED WILL BE PROVIDED AROUND MUCH OF THE THE PURPOSE OF SITE INSPECTIONS IS TO ASSESS PERFORMANCE OF POLLUTANT CONTROLS. THE INSPECTIONS SHALL BE CONDUCTED BY DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SITE PERIMETER AND PARALLEL TO SLOPED AREAS. THE PURPOSE OF THIS PRACTICE IS TO INTERCEPT AND THE OPERATOR'S DESIGNATED E&S INSPECTOR. IF DEFICIENCIES IN THE EROSION AND SEDIMENT CONTROL MEASURES ARE DETERMINED THEY SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL PROPOSED IMPROVEMENTS INCLUDE A NEW 11,945± SQUARE -FOOT BUILDING, DRIVE AISLES, PARKING AREAS, DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER SHALL BE RECORDED ON THE INSPECTION FORM BY THE OPERATOR AND CORRECTIVE ACTION SHALL BE INITIATED BY THE OPERATOR WITHIN REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS CURBING, WATER AND SEWER CONNECTIONS, AND A STORM DRAINAGE NETWORK. SITE WORK INCLUDES TO PREVENT SEDIMENT FROM LEAVING THE SITE. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH THE TIME FRAME SPECIFIED BELOW. THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. DEMOLITION OF THE EXISTING BUILDING, PARKING, AND OTHER SITES FEATURES, MINOR CLEARING AND GRADING, RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE EDI SE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM MATELY 70% IMMEDIATELY. CLO I N ILL BE APPROXI 2. DURING CONSTRUCTION UTILITY INSTALLATIONS, PAVING, AND LANDSCAPING. THE PROPOSED SITE W _OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED IMPERVIOUS. THE PROPOSED LAND DISTURBANCE ENCOMPASSES 1.69± ACRES. END RUNS AND UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE BETWEEN THE TIME THE SWPPP IS IMPLEMENTED AND FINAL SITE STABILIZATION IS ACHIEVED, ALL DISTURBED AREAS AND POLLUTANT OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC CONTROLS MUST BE INSPECTED AT ONE OF THE TWO FREQUENCIES BELOW: TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS ACCESS TO THE SITE WILL BE PROVIDED BY TWO EXISTING PRIVATE SHARED ACCESS DRIVES NORTH AND WEST SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY (OPERATOR SHALL MARK CHOSEN INSPECTION FREQUENCY) BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. OF THE PROPOSED SITE. THESE ACCESS DRIVES PROVIDE CONNECTIONS TO SEMINOLE TRAIL (ROUTE 29) AND MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. ANY RIO ROAD, RESPECTIVELY. A ±100 FOOT RIGHT TURN LANE TAPER WITHIN THE RIGHT-OF-WAY OF RIO ROAD IS SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED ❑ AT LEAST ONCE EVERY FOUR BUSINESS DAYS OR, 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PROPOSED WITH THE DEVELOPMENT OF THE CVS. TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A PROJECT BIDDING, GENERAL CONTRACTOR SELECTION, AND CONSTRUCTION OPERATIONS ARE EXPECTED TO ❑ AT LEAST ONCE EVERY FIVE BUSINESS DAYS AND NO LATER THAN 48 HOURS FOLLOWING A MEASURABLE STORM EVENT. IN THE EVENT GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. BEGIN ONCE THE PERMITTING PROCESS IS COMPLETE AND ONCE VDOT COMPLETES ALL UTILITY AND ROADWAY 3.07 STORM DRAIN INLET PROTECTION - A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A THAT A MEASURABLE STORM EVENT OCCURS WHEN THERE ARE MORE THAN 48 HOURS BETWEEN BUSINESS DAYS, THE INSPECTION SHALL BE 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES WORK ALONG THE PROPERTIES FRONTAGE REQUIRED FOR THE GRADE SEPARATED INTERCHANGE PROJECT. STORM DRAIN DROP INLET OR CURB INLET WILL BE PROVIDED AT ALL INLET LOCATIONS WITHIN THE LIMITS OF CONDUCTED ON THE NEXT BUSINESS DAY. INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING CONSTRUCTION IS EXPECTED TO BE COMPLETE WITHIN SEVEN MONTHS OF THE COMMENCEMENT OF DISTURBANCE. THE PURPOSE OF THIS PRACTICE IS TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. THE STRUCTURE SHALL BE BASED ON THESE INSPECTIONS, THE OPERATOR SHALL DECIDE WHETHER IT IS NECESSARY TO MODIFY THIS SWPPP, ADD OR RELOCATE LAND -DISTURBING ACTIVITY. INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED, SEDIMENT SHALL BE REMOVED AND THE TRAP SEDIMENT BARRIERS, OR INSTITUTE OTHER ACTIONS REQUIRED IN ORDER TO PREVENT POLLUTANTS FROM LEAVING THE SITE VIA STORM WATER 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN RUNOFF. THE OPERATOR HAS THE DUTY TO REPAIR, MODIFY, MAINTAIN, OR SUPPLEMENT POLLUTANT CONTROL MEASURES AND TAKE OTHER DIVERSION IMMEDIATELY AFTER INSTALLATION. EXISTING SITE CONDITIONS DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER ACTIONS NECESSARY TO ACHIEVE EFFECTIVE POLLUTANT CONTROL CURRENTLY, THE SUBJECT SITE IS A VACANT BANK AND SHOPPING PLAZA WHICH WILL BE DEMOLISHED AS THAT IT WILL NOT ERODE. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING THE OPERATOR MAY INSTALL A RAIN GAUGE AT THE SITE TO DETERMINE SITE SPECIFIC RAINFALL CONDITIONS OR MUST PROVIDE ESTIMATES 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. OF RAINFALL AT THE PROJECT SITE AND PROVIDE INFORMATION AS TO HOW THE ESTIMATES WERE GENERATED. FOR PURPOSES OF PERMIT TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. RELATIVELY STEEP SLOPES WITHIN THE SITE LIMITS. THE BANK AND SHOPPING PLAZA CONSISTS OF TWO PART OF THIS DEVELOPMENT. ELEVATIONS RANGE FROM APPROXIMATELY FEET TO 518 FEET WITH COMPLIANCE, IT IS STRONGLY RECOMMENDED THAT THE OPERATOR INSTALL A RAIN GAUGE AT THE PROJECT SITE. BUILDINGS WITH A DRIVE-THRU, ASPHALT PARKING AND DRIVE AISLES, AND OTHER ASSOCIATED UTILITIES. THE 3.01 SAFETY FENCE -SAFETY FENCE WILL BE INSTALLED AROUND THE PERIMETER OF THE SITE. THE PURPOSE EXAMPLES OF PARTICULAR ITEMS TO BE EVALUATED DURING SITE INSPECTIONS ARE LISTED BELOW. THIS LIST IS NOT INTENDED TO BE A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE EXISTING SITE IS APPROXIMATELY 80% IMPERVIOUS. OF THIS PRACTICE IS TO PREVENT UNDESIRABLE ACCESS AND USE OF AN EROSION CONTROL DEVICE BY THE COMPREHENSIVE. DURING EACH INSPECTION, THE OPERATOR'S INSPECTORS MUST EVALUATE OVERALL POLLUTANT CONTROL SYSTEM OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE PUBLIC. PERFORMANCE, AS WELL AS THE EFFECTIVENESS OF SYSTEM COMPONENTS. ADDITIONAL FACTORS SHOULD BE CONSIDERED AS APPROPRIATE ACRES. ADJACENT AREAS TO THE CIRCUMSTANCES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS 3.31 TEMPORARY SEEDING - THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE THE SUBJECT SITE IS BORDERED BY SHARED DRIVE AISLES TO THE WEST AND NORTH, RIO ROAD TO THE BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS WILL BE PROVIDED ON ALL DISTURBED A. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. A MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF STABILIZED CONSTRUCTION ENTRANCE WILL BE CONSTRUCTED WHERE VEHICLES EN D E TRUCTER AN EXIT. THIS ENTRANCE WILL E B MAINTAINED OR R EAST, AND SEMINOLE TRAIL {ROUTE 29) TO THE SOUTH. APPROPRIATE PERIMETER CONTROLS AS SHOWN ON AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS. TEMPORARY SEEDING SHALL BEDRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL THE EROSION CONTROL PLAN SHEETS OF THE SITE PLAN WILL PROVIDE PROTECTION FROM THESE ADJACENT APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN SUPPLEMENTED AS NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE SITE ON VEHICLES. SEDIMENT TRACKED ONTO PUBLIC INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. SHEET(S) ROADWAYS MUST BE SHOVELED OR SWEPT FROM THE ROADWAY AND RE -DEPOSITED ON SITE IN A MANNER THAT MINIMIZES ITS OFFSITE AREAS. LONGER THAN 30 DAYS AS PER MS -1. THE PURPOSE OF THIS PRACTICE IS TO PROVIDE PROTECTION TO BARE RELEASE POTENTIALRUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH . SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. OFF-SITE AREAS CAN BE ESTABLISHED. B. SEDIMENT BARRIERS MUST BE INSPECTED AND, IF NECESSARY, THEY MUST BE ENLARGED OR CLEANED IN ORDER TO PROVIDE ADDITIONAL CAPACITY. ALL MATERIAL EXCAVATED FROM BEHIND SEDIMENT BARRIERS SHALL BE STOCKPILED ON THE UP SLOPE SIDE OF THE BARRIER. /. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE MINIMAL OFF-SITE LAND DISTURBANCE WILL BE REQUIRED FOR TYING IN GRADES AND CONNECTING TO THE 3.32 PERMANENT SEEDING - THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY ADDITIONAL SEDIMENT BARRIERS MUST BE CONSTRUCTED AS NEEDED. SEDIMENT MUST BE REMOVED FROM SEDIMENT TRAPS AND EROSION.. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION A SHALL 8E PROVIDED WITH ADDITIONAL SEDIMENT BAS N THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. TONAL SLOPE STABILIZING MEASURES INS WHEN INC NG RES UNTIL THE PROBLEM IS PROPOSED WITHIN LE PRIVATE WATER, SEWER, AND STORM SYSTEMS. A ±100 FOOT RIGHT TURN LANE TAPER IS PLANTING SEED WILL BE PROVIDED AS SHOWN ON THE LANDSCAPING PLAN. PERMANENT SEEDING SHALL BE THE RIGHT OF WAY. NO OTHER OFF-SITE LAND DISTURBANCE IS NECESSARY OR PROPOSED WITH THIS APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED AS PER MS -1. THE C. INSPECTIONS WILL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO RAINFALL FOR CORRECTED. PROJECT. PURPOSE OF THIS PRACTICE IS TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. IF NECESSARY, THE MATERIALS MUST BE COVERED 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN AND TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE OR ORIGINAL COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE CONSTRUCTED, IF NEEDED, IN ORDER ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. SOILS CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS. TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS. GRASSED AREAS WILL BE INSPECTED TO CONFIRM THAT A HEALTHY STAND OF GRASS IS MAINTAINED. THE SITE HAS ACHIEVED FINAL 9• WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL GEOTECHNICAL REPORT NOT AVAILABLE AT THIS TIME, SOILS DATA OBTAINED FROM WEBSOIL SURVEY. 3.11 TEMPORARY RIGHT OF WAY DIVERSION - A RIDGE OF COMPACTED SOIL OR LOOSE ROCK OR GRAVEL STABILIZATION WHEN TURF GRASS COVER PROVIDES PERMANENT STABILIZATION OF THE SOIL SURFACE EXCLUSIVE OF AREAS THAT HAVE BE PROVIDED. MAP UNIT: 27B-ELIOAK LOAM, 2 TO 7 PERCENT SLOPES CONSTRUCTED ACROSS DISTURBED RIGHT OF WAY AND SIMILAR SLOPING AREAS. THE PURPOSE IS TO SHORTEN BEEN PAVED OR COVERED BY BUILDING(S). PERMANENT STABILIZATION IS NOT CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS THE FLOW LENGTH WITHIN A SLOPING RIGHT OF WAY, THEREBY REDUCING THE EROSION POTENTIAL BY ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED COMPONENT: ELIOAK (80%) DIVERTING STORM RUNOFF TO A STABILIZED OUTLET. SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING THE ELIOAK COMPONENT MAKES UP 80 PERCENT OF THE MAP UNIT. SLOPES ARE 2 TO 7 PERCENT. THIS D. ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. COMPONENT IS ON HILLSLOPES, PIEDMONTS. THE PARENT MATERIAL CONSISTS OF RESIDUUM WEATHERED FROM STOCKPILING - TOPSOIL SHALL BE STOCKPILED IN SUCH A MANNER THAT NATURAL DRAINAGE IS NOT IMPACTS TO RECEIVING WATERS. MICA SCHIST. DEPTH TO A ROOT RESTRICTIVE LAYER IS GREATER THAN 60 INCHES. THE NATURAL DRAINAGE OBSTRUCTED AND NO OFF-SITE SEDIMENT DAMAGE SHALL RESULT. STABILIZE OR PROTECT STOCKPILES IN BASED ON INISPECTION RESULTS, ANY MODIFICATION NECESSARY TO INCREASE EFFECTIVENESS OF THIS SWPPP TO AN ACCEPTABLE LEVEL 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE CLASS IS WELL DRAINED. WATER MOVEMENT IN THE MOST RESTRICTIVE LAYER IS MODERATELY HIGH. AVAILABLE ACCORDANCE WITH MINIMUM STANDARD #2. THE SIDE SLOPES OF THE STOCKPILE SHALL NOT EXCEED 2H:1V. SHALL BE MADE BY THE OPERATOR WITHIN SEVEN CALENDAR DAYS OF THE INSPECTION. ALL MODIFICATIONS TO THE SWPPP DOCUMENT AND OPERATIONAL, ADEQUATE OUTLET PROTECN AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL WATER TO A DEPTH OF 60 INCHES IS MODERATE. SHRINK -SWELL POTENTIAL IS LOW, THIS SOIL IS NOT PERIMETER CONTROLS MUST BE PLACED AROUND THE STOCKPILE IMMEDIATELY; SEEDING OF STOCKPILES SHALL APPROVED PLAN WILL BE NOTED ON THE CONSTRUCTION PLANS. THE INSPECTION REPORTS MUST BE COMPLETED ENTIRELY AND ADDITIONAL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. FLOODED. IT IS NOT PONDED. THERE IS NO ZONE OF WATER SATURATION WITHIN A DEPTH OF 72 INCHES. BE COMPLETED WITHIN 7 DAYS OF THE FORMATION OF THE STOCKPILE, IN ACCORDANCE WITH STD. AND SPEC. REMARKS SHALL BE INCLUDED IF NEEDED TO FULLY DESCRIBE A SITUATION. AN IMPORTANT ASPECT OF THE INSPECTION REPORT IS THE ORGANIC MATTER CONTENT IN THE SURFACE HORIZON IS ABOUT 2 PERCENT. NONIRRIGATED LAND CAPABILITY 3.31 (TEMPORARY SEEDING). IF IT IS TO REMAIN DORMANT FOR LONGER THAN 30 DAYS (REFER TO MINIMUM DESCRIPTION OF ADDITIONAL MEASURES THAT NEED TO BE TAKEN TO ENHANCE PLAN EFFECTIVENESS. THE INSPECTION REPORT MUST 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE CLASSIFICATION IS 2E. THIS SOIL DOES NOT MEET HYDRIC CRITERIA. STANDARD #1 AND #2). IDENTIFY WHETHER THE SITE WAS IN COMPLIANCE WITH THE SWPPP AT THE TIME OF INSPECTION AND SPECIFICALLY IDENTIFY ALL INCIDENTS ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST OF NON-COMPLIANCE. EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION MAP UNIT: 34C-GLENELG LOAM, 7 TO 15 PERCENT SLOPES OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE SUED FOR THESE STRUCTURES IF ARMORED PERMANENT STABILIZATION - PERMANENT STABILIZATION WILL BE ACHIEVED WITH SEEDING AS SHOWN ON THE INSPECTION REPORTS WILL BE KEPT ON FILE BY THE OPERATOR AS AN INTEGRAL PART OF THIS SWPPP FOR AT LEAST THIRTY SIX MONTHS BY NONERODIBLE COVER MATERIALS. COMPONENT: GLENELG (857.) LANDSCAPING AND PHASE II EROSION CONTROL PLAN SHEETS OF THE SITE PLAN FOR ALL VEGETATED AREAS. FOLLOWING THE MONTH THE NOTICE OF TERMINATION IS FILED WITH ALBEMARLE COUNTY. THE GLENELG COMPONENT MAKES UP 85 PERCENT OF THE MAP UNIT. SLOPES ARE 7 TO 15 PERCENT. THIS CONCRETE, PAVEMENT, AND OTHER IMPERVIOUS SURFACES WILL STABILIZE THE REMAINDER OF THE SITE._ IT IS THE RESPONSIBILITY OF THE OPERATOR TO ENSURE THE ADEQUACY OF SITE STORM WATER POLLUTANT DISCHARGE CONTROLS. 13. WHEN ALIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN COMPONENT IS ON HILLSLOPES, PIEDMONTS. THE PARENT MATERIAL CONSISTS OF RESIDUUM WEATHERED FROM �z'r�ry'11 PHYSICAL SITE CONDITIONS, WEATHER CONDITIONS OR OPERATOR PRACTICES MAY MAKE IT NECESSARY TO INSTALL MORE STRUCTURALANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MICA SCHIST. DEPTH TO A ROOT RESTRICTIVE LAYER IS GREATER THAN 60 INCHES. THE NATURAL DRAINAGE III y CONTROLS THAN ARE SHOWN ON THE NS. FOR EXAMPLE. LOCALIZED CONCENTRATIONS OF RUNOFF COULD MAKE IT MATERIAL SHALL BE PROVIDED. PLA ( NECESSARY TO CLASS IS WELL DRAINED. WATER MOVEMENT IN THE MOST RESTRICTIVE LAYER IS MODERATELY HIGH. AVAILABLE INSTALL ADDITIONAL SEDIMENT BARRIERS. ASSESSING THE NEED FOR ADDITIONAL CONTROLS AND IMPLEMENTING THEM OR ADJUSTING WATER TO A DEPTH OF 60 INCHES IS HIGH. SHRINK -SWELL POTENTIAL IS LOW. THIS SOIL IS NOT FLOODED. IT / EXISTING CONITROLS ARE KEY ASPECTS OF THE EFFECTIVENESS OF THIS SWPPP UNTIL THE SITE ACHIEVES FINAL STABILIZATION. SHOULD A 14. ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORK IN OR CROSSING IS NOT PONDED. THERE IS NO ZONE OF WATER SATURATION WITHIN A DEPTH OF 72 INCHES. ORGANIC MATTER _ N24'41'02"E CONTROL FAIL, BE BYPASSED OR OTHERWISE BE INEFFECTIVE IN MAINTAINING SEDIMENTS ONSITE AND RELEASING SEDIMENT OFFSITE THE LIVE WATERCOURSES SHALL BE MET. ,�_ CONTENT IN THE SURFACE HORIZON IS ABOUT 2 PERCENT, NONIRRIGATED LAND CAPABILITY CLASSIFICATION IS `.. • : r,, 8:1 SLOPES . _, 149.85' R WALL NOTIFICATION TO ALBEMARLE COUNTY IN ACCORDANCE WITH PART III. G. OF THE VPDES STORM WATER GENERAL OPERATOR PROVIDE 3E. THIS SOIL DOES NOT MEET HYDRIC CRITERIA PERMIT, AS NIECESSARY. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE r1. WATERCOURSE IS COMPLETED. IF IT IS DETERMINED BY THE OPERATOR'S INSPECTOR THAT THERE HAS BEEN AN UPSET OR BYPASS OF THE CONTROL MEASURES RESULTING - `„ A RELEASE OF SEDIMENT TO S WATERS, THE OPERATOR'S INSPECTOR SHALL REPO THE CRITICAL AREAS% \ Y ': IN EDIMEN STA WA HRT BYPASS OR UPSET TO ALBEMARLE COUNTY 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS \ ,, WITHIN 24 HOURS OF DISCOVERY OF THE UNANTICIPATED BYPASS OR UPSET. IN ADDITIION TO OT RIA e \ > e. HER APPLICABLE CRITERIA: . CRITICAL AREAS TYPICALLY INCLUDE AREAS OF STEEP SLOPES, AREAS ADJACENT TO WETLANDS, AND OTHER ". \ s' r, "`\' A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ON AREAS WITH SERIOUS EROSION POTENTIAL. NO WETLAND AREAS WERE IDENTIFIED ON THE SUBJECT SITE, .z_� - WITHIN FIVE DAYS OF MAKING THE VERBAL REPORT TO ALBEMARLE COUNTY, A WRITTEN REPORT SHALL BE SUBMITTED BY THE OPERATOR E TIME. ,r,11 HOWEVER ALBEMARLE COUNTY HAS IDENTIFIED AREAS OF MANAGED STEEP SLOPES ON-SITE. PER THE ,� # e A, \11'1111111CONTAINING: MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. B EXCAVATED COUNTY'S GIS DATA THESE AREAS ARE ON THE CORNER PARCEL (1700 SEMINOLE TRAIL) TO THE WEST OF _ % 11 . A DESCRIPTION OF THE NATURE AND LOCATION OF THE DISCHARGE; C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN THE BUILDING. THE AREA LISTED AS HAVING A CRITICAL SLOPE ALREADY HAS A RETAINING WALL AND UPON ` K ' APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES REVIEW OF THE SURVEY NO UNMANAGED STEEP SLOPES WERE FOUND (SEE INSET TO RIGHT). AS A RESULT11 " EX. RETAINING WALL *THE CAUSE OF THE DISCHARGE; NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. THE PROPOSAL IS TO REMOVE THE EXISTING RETAINING WALL, BUILD A NEW TERRACED WALL THAT FITS WITH . ' I. ; *THE DATE ,ON WHICH THE DISCHARGE OCCURRED; D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO *THE LENGTH OF TIME THAT THE DISCHARGE CONTINUED; MINIMIZE EROSION AND PROMOTE STABILIZATION. THE DEVELOPMENT, AND CONSTRUCT SLOPES THAT ARE 3:1 OR FLATTER THROUGHOUT THE SITE. _ _ i •THE VOLUME OF THE DISCHARGE; E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F APPROX. AREA F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. • IF THE DISCHARGE IS CONTINUING, HOW LONG IT IS EXPECTED TO CONTINUE; EROSION CONTROL MEASURES CONTAINING *IF THE DISCHARGE IS CONTINUING, WHAT THE EXPECTED TOTAL VOLUME OF THE DISCHARGE WILL BE; AND 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS EXISTING MANAGED *ANY STEPS PLANNED OR TAKEN TO REDUCE, ELIMINATE AND PREVENT A RECURRENCE OF THE PRESENT DISCHARGE OR ANY FUTURE SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED THE FOLLOWING EROSION CONTROL MEASURES AS SHOWN ON THE EROSION CONTROL PLAN SHEET(S) OF THE STEEP SLOPES PER 2 DISCHARGES NOT AUTHORIZED BY THIS GENERAL PERMIT. SURFACE_.. WHcRE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SITE PLAN WILL BE USED FOR THIS PROJECT: COUNTY GIS °�� SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE - A STABILIZED STONE PAD WITH A FILTER FABRIC y - FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL UNDERLINER WILL BE PROVIDED AT THE PRIMARY CONSTRUCTION ACCESS POINT. THE PURPOSE OF THIS HALL APPLY TO INDIVIDUAL DEVELOPMENT AREA 5'TREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER THIS PRACTICE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW PROVISION S T LOTS AS WELL AS TO LARGER LAND -DISTURBING , 1.111-1 ACTIVITIES. OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE ___ 11 1 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS / CRITICAL SLOPES AFTER FINAL SITE STABILIZATION OR 'AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OR THE WASHING AND REWORKING OF EXISTING STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT ' SCALE : 1"=30' OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED DROPPED WASHED OR TRACK TEMPORARY SEEDING REQUIREMENTS PERMANENT SEEDING REQUIREMENTS SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURE SHALL BE PERMANENTLY F- GRAVEL AND WIRE MESH BLOCK AND GRAVEL DROP INLET' ,BLOCK &' GRAVEL CURB INLET GRAVEL CURB INLET SEDIMENT STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. DROP INLET SEDIMENT SEDIMENT .FILTER SEDIMENT FILTER FILTER 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM FILTER TABLE 3.31-11 `TABLE 3+32-D SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASE IN VOLUME, VELOCITY AND PEAK FLOW CURB INLET �.���--__ WIRE =GREEN CONCRETE BLDG SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN -� ACCEPTABLE fiFIYiP(}TtAR1' SEE, PLAN`' MA'1'1+'.ttlA%>S ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA: - o -� �(�iijCt Ii>rkREVCI FOR ALL ItHGit�NS' A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED 78'• MIN. ��--�_- -------� I PerAcre(DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM GRAVEL' (I DEPTH) ..? ■� it --�� _4_qf, Rate WI,NOE,= WATER �" _ � '-� Minimum Care Lawn ;SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, WITH _E 11 T _ / ��� Plantine Dates Species (?1>s• a�r� [DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE - Commercial or Residential 175-200 lbs. (PERFORMED. IIF `VIRE_ SCREEN CONCRETE BLOCK P - Kentucky 31 or Turf Type `('all Fescue 95-10{)% B. )ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: - _� �{{ o EE� {� � Sept, 1 - Feb. '1S 50J50 T1111 GRAVEL "`TER _12- Annual R eArass 7 7� ( of 1. THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT s .. ��-- 7 , GRAVEL DUER�--\ J q Improved Perennial R e rass U'� /� -"(III- a` II- RAVEL` FILTER RONDFF WATER WIRE MESH L o iu�n rrl Ili-fiorunT p r, OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE ������ e Kentucky Bluevrass 0'S !U CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTIONS; WIRE MESH WIkE SCREEN1. - FILTERED WATER g SEDIMENT----'� �� W ��� 2. OR FILTERED -FILTERED WATER RUNCOFF OVERFLOW WATE R WIT" RED WATER 7 } ( ( 0 5 NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO WATER _-^ SEDINMENT �-�, _ 4�C.'it'aI (Winter) Rye �yj h 4Y'Aall�te Dant.±' A.�r`..(iuri. 2VV'2..7V lbs. • OVERFLOW v - ROoiDFF f� ::�::::s: -�� '. ...,. = � � Secale cereals) - $ - WITTER ��L _ - VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS OR CAUSE EROSION mm -T - Kentucky 31. or Turf -Type `]:all Fescue 100% OF CHANNEL BED OR BANKS; AND SEDIMENT _ 1 - - F < �:' ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE WITH \ SPECIFIC APPLICATION DROP INLET SEDIMENT -� I- u I Ijl lI SEDIMENT SII - a R. gi p'.. Feb. 16. - Apr. 30 Annual .Ryegrass 60-100 • USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS WITH GATE -- IIIIII' (Lolinrn t inti-fl0rl In WIRE SCREEN . X 4" WOOD STUD CONCRETE GOITER I ,2" � CURB INLET .. ' ?) Genm Slope 3: t or less BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT THIS METHOD OF INLET PROTECTION IS APPLICABLE SEDIMENT CURB INLET STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE SPECIFIC APPLICATION - Kentucky 3.1 fescue 128 lbs. • PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE SPECIAL APPLICATION SPECIFIC APPLICATION I May I - Aug 31. German Millet 50 TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE (Setar;ia Italica) Red Top Grass 2 lbs. TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW THIS METHOD OF INLET PROTECTION IS APPLICABLE AT THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS - - Seasonal Nurse Crop * 20 lbs. PIPE OR SYSTEM. CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE • [(� C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS AROUND THE STRUCTURE. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED 150 lbs TO PREVENT ExcassrvE PONDING IN FRONT OF THE STRUCTURE. (OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: • AGGREGATE. SHALL BE VDOT #s, #357 OR #5 COARSE AREAS. T { C 1. IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP AGGREGATE. w GRAVEL SHALL BF. VDOT Jj3, /j357 OR #5 COARSE AGGREGATE. • GRAVEL SHALL HE VDOT //3, ,y357 OR //5 COARSE AGGREGATE +GRAVEL SHALL BE VDOT (/3, 8357 OR 5 COARSE AGGREGATE. Low -Maintenance Slope {Ste�Or tllc�rl 3: I. } THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED SOURCE: VA. DSWC PLATE, 3.07-2 SOURCE: VA. DSWC PLATE. 3.07-3 SOURCE: WA. DSWC PLATE 3.07-8 SOURCE: VA. DSWC PLACE 3.07-6 Kentucky 31 Fescue tO8 lbsN OR BANKS; OR SAFETY FENCE - Red Top Grass 2 lbs, 2. IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS SILT FENCE DROP INLET CONSTRUCTION OF A SILT FENCE TEMPORARY RIGHT -OF' -WAY Seasonal Nurse Crop * 20 lbs. CONTAINED WITHIN THE APPURTENANCES; OR (WITHOUT WIRE SUPPORT) _ p t, ? ,"T. PROTECTION DIVERSIONS Crow7nvetch ** 201bs. 3. DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF 1. SEI' THE STAKES. 2. EXCAVATE A 4'•X 4•• TRENCH ,,, ... WOOD FRAME UPSLOPE ALONG 'THE LINE OF ■/ 150 lbs RATE FROM A TWO STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A DROP INLET =TARE=. :�� �: e v vnoT #I _ J NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE .,_ �, _ _��2��a •Jk R r J _ 6'M . _ COARSE AGGeEGA�\ M'N FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE �� RME �% J r ill■ - _ * Use seasonal nurse crop in accordance with seeding dates as stated below: CHANNEL; OR 11 I I 11 ,.s MAX. �� - ` �^ % - "I " 1i _ February (6th through April ...................... Annual Rye 4. PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR �___ %- /� �� Iw0.3MIN J 5��� /�� �/ J _ - FACTORY TO THE PLAN -APPROVING AUTHORITY TO May 1St through August 15th Foxtail Millet OTHER MEASURES WHICH IS SATISFACTORY ,: ........ FLOW 11�1I v 4 / / :::: <.r«: �< •',°'T - August 16th through October ................ Annual Rye PREVENT DOWNSTREAM EROSION ® r,. �.,,.,,r.::,.. �t g g y. , T,:.; - III �I 4.r.' a'.'.t;`ttyry;`.-_��4At,jn,,, D APPLICANT PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS Al'- t * , r - 6 MINI, M November through February 15th .................. . Winter Rye E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND / h)�,:. . . . :........ .�.,,.,_._...., , # Al ' -FE. .�...s .l. ' -• � `T TTHE ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT. 3. STAIPLE FILTER MATERIAL 4. BACKFILL AND COMPACT C ; - io STAKES Es ANXTND THE EXCAVATED son. ** Substitute Sericea lespedeza for C'rawrlvetch east of Farmville, Va. (May F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION HE SHALL I `' $ PERSPECTIVE VIEWS TINT THE TRENCH. y L gthrough September use hulled Sericea, all other periods, use unhulled Sericea). OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION �" 2_1'_ � TYPICAL GRAVEL STRUCTURE A TIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND SEARS If Flatpea is used in lieu of Crownsetch, increase rate to 30 lbs. /acre. All legume CIL( I I '� j PERSPECTIVE VIEW seed must be properly inoculated. Weeping I. ovegrass zraay be aclde_d to any slope TfHE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. - , rABRIC �' - / G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND �� a /� p. COMPACTED SOIL car ow -maintenance prix during wanner seeding periods; add 10-20 lbs./acre In ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS �� Tr- mixes, ,MIN. i o�" = x TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING N,O �111 - FL - _,�� - _ CHANNEL. ' oa -III - 1u �� , - H. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. >.::.. - - :..' ELEVATION OF STAKE AND sxEE(PER'SPacTNvs vlEwrtoN .ter ��rk7` :.!; g' MiN. 11 - L (INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON �rE1�1 n d 4 i _'3 K£..._ia._ tai a - FABRIC ORIENTATION DETAIL A „7 `4� - ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR ., PIPE SYSTEM, OR TO A DETENTION FACILITY. ��� B \�\\ i J. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A t 1 I�, 1 t ,� , s t# i}-, SPECIFIC APPLICA'HON U M 'i x t {, t t Tat le .f Ie #i ti, u It:tft 3 tett# M la,ttaiT t , � e y1IN1 RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE # ""t,I # "'#,#' $ : Ia l,t ` zr "` ,, I.T; I I't'`` // \ r - e.�_ SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE �:, i -«t t i f ,,1 c: t #e siva is , t # x,asPa i ,e,Er° tic:€at clze niia ,i84 �' P; ,,,t INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER ��j/� a, � ice` LIGE f Ffhp . ti gs�f¢ ,v6 IR(waP.;%?Ia�.stsZiajaiE,3I$Iwp,+.;',o7L,dh,mT THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT - \ � I CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT -..�Jt,:esuag %mT1 disnfl.. ,ia dw, -tP TlatOs C,IO,,C; EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT PERSPECTIVE VIEW PERSPECTIVE VIEW APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS POINTS A SHOULD BE HIGHER I THAN (POINT B. PLASTIC FENCE METAL FENCE TYPICAL EARTHEN STRUCTURE THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. IN STREET OR HIGHWAY MEDIANS. T K. ALL MEASURES USED RES U TO PROTECT PROPERTIES AND WATERWAYS SH F'AVEt� YEA FtAC}< DRAINAGEWAY INSTALLATION RWAY ALL BE EMPLOYED IN A """"`"..._"""""` (FRONT ELEVATION) "v ''ri` ,_. - SOURCE: COWED PLASTICS PLATE. 3.1-1 Source: Va. SWCC Place 3.II--I MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF SOURCE: N.C. Erosion and Sediment control Pial and Design Manaal 1see PLATE 3.07-1 SOURCE: Adapted from Installation of straw and Fabric Neer Darr,ars for Sad(meat fttro,,vi LI PLATE. 3.05-2 VDOT ROAD AND OMM STANDARDS RIVERS, STREAMS AND OTHER WATERS OF THE STATE. Sherwood and Tyanl .e t, ' * I 11 s ,, NORTHERN 11,945 SF RIGHT CHAMFER DRIVE-THRU STORE NUMBER: 10746 SEMINOLE TRAIL & RIO ROAD (NWI ALBEMARLE COUNTY, VA. PROJECT TYPE: NEW STORE DEAL TYPE FFS CS PROJECT NUMBER: 86047 ENGINEER Ki M I ewnyo) H o r n CONSULTANT KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 FS-EAL.- C.I �NLTH 0�1y,' err L6-- , RYA . PERIKINS LIC. No. 046565 02.01.1(0 , REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: EROSION AND SEDIMENT CONTROL DETAILS SHEET NUMBER: CE -501 COMMENTS: ,. � k CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT Cl 52.05' 40.98' N65°43'55"E 39.93' 45'06'25" 21.62' C2 999.43' 65.64' S33'1 0'27"E 65.63' 3'45'47" 32.83' C3 19.46' 12.17' S13'12'14"E 11.98' 35.50'29" 6.29' o PROPOSED 20' ACSA� UTILITY EASEMENT : .' :. "NO PARKING, FIRE LANE" SIGN 7. 21 t %> K 1.0" SM -9.0 BITUMINOUS TACK COAT 2.0" IM -25.0 8" VDOT TYPE 1, 21A DENSE GRADED AGGREGATE BASE /DRY BGRADE - STABLE AND COMPACTED TO A DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DR`( DENSITY (ASTM D-698) TO A DEPTH 8" BELOW SUBGRADE ELEVATION, LIGHT DUTY PAVEMENT SECTION PARKING SPACES PAVEMENT HATCH LEGEND LIGHT DUTY ASPHALT (PARKING SPACES) HEAVY DUTY ASPHALT 2.0" SM -9.5A BITUMINOUS TACK COAT 3.0" IM -25.0 �- 10" VDOT TYPE I, 21A DENSE GRADED AGGREGATE BASE /DRY BGRADE - STABLE AND COMPACTED TO A DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM D-698) TO A DEPTH 8" BELOW SUBGRADE ELEVATION. HEAVY DUTY PAVEMENT SECTION MAIN DRIVE AISLES AND DRIVE THRU 5" AIR ENTRAINED PORTLAND CEMENT CONCRETE W/ A MIN. FLEXURAL STRENGTH OF 650 PSI AND MIN. 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI pharmacy' NORTHERN 11,945 SF inNIGHT CHAMFER DRIVE-THRU �NGINEER: DUMPSTER ENCLOSURE TDRY MATERIALS TO MATCH CONCRETE PAVEMENT•im a >>> orn BUILDING 6" VDOT TYPE I, 21A DENSE GRADED AGGREGATE BASETGRADE - STABLE AND COMPACTED TO A ROAD TURN LANE PAVEMEN(PAVEMENT SECTION TO MATCH DENSITY OF AT LEAST 95% OF THE SOIL'S x ,ADJACENT TRAVEL LANE) TM STANDARD PROCTOR MAX DRY DENSITY AS D-698) TO A DEPTH 8" BELOW SUBGRADE l , _........ _ ELEVATION. /-'R1-1 STOP SIGN W/ STRIPING ntrtn eU ins rir-c UCIHIL' vry .)nLci k-1,3-,JVi R 4.(l' : : T : " : "R20.0' • • ': " : nI : : : �� II" r -r III 1� ' I ) CONCRETE PAVEMENT SECTION DRIVE THRU AND ACCESSIBLE PARKING NOTES: -HEAVY DUTY CONCRETE TO BE USED FOR DUMPSTER PAD AND SHALL BE INCREASED TO 6" OF CONCRETE AND REINFORCED WITH 6X6 WELDED WIRE MESH -CONTROL JOINT SPACING TO BE NO GREATER THAN 10 FT PROJECT DATA PROJECT: CVS/PHARMACY STORE #10746 ADDRESS: 1700 & 1710 SEMINOLE TRAIL MUNICIPALITY: ALBEMARLE COUNTY MAGISTERIAL DISTRICT: RIO PARCEL(S): 06100 00 00 123FO, 06100 00 00 123GO EXISTING USE: COMMERCIAL PROPOSED USE: CVS/PHARMACY WITH SINGLE DRIVE THRU (RETAIL) EXISTING/ PROPOSED ZONING: HC - HIGHWAY COMMERCIAL SPECIAL USE PERMIT REQ'D: DRIVE THRU OVERLAY DISTRICT(S): ENTRANCE CORRIDOR OVERLAY SITE AREA: 1.632 ACRES PRIOR TO R/W DEDICATION 1.535 ACRES AFTER R/W DEDICATION BUILDING AREA: 11,945 SF OPEN SPACE CALCULATION: 0.421 ACRES, 27.4% OF SITE IMPERVIOUS AREA: 1.115 ACRES, 72.6% OF SITE PARKING REQUIRED: 67 SPACES (1 SPACE PER 100 SF RETAIL UP TO 5000 SF, 1 PER 200 SF BEYOND 5000 SF) PARKING PROVIDED: 57 SPACES (EXCEPTION GRANTED 7/15/15) MINIMUM SETBACKS: 10 FT BUILDING ALONG R/W LOADING ZONE: 1 SPACE REQUIRED/ PROVIDED HEIGHT LIMIT: 45 FEET BUILDING HEIGHT: 30 FEET FLOODPLAIN: ZONE X (AREA OUTSIDE 500 YEAR FLOOD LEVEL) PER FEMA FIRM NUMBER 51003CO278 D, EFFECTIVE FEBRUARY 4, 2005 TOPOGRAPHY SOURCE: ALTA SURVEY PROVIDED BY JENNING STEPHENSON, P.C. DATED DEC. 3, 2014 DATUM: HORIZONTAL - NAD 83, VERTICAL - NAVD 88 SITE DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED s CONSULTANT KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 SEAL �4�ALTH 0 x RYA PERKINS LIC. No. 046565 REVISIONS: &5/10/16 WATERLINE UPDATES A 6/16/16 WATERLINE UPDATES DRAWING BY: RRP DATE: FIEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: SITE PLAN SHEET NUMBER: w..__.. _.._ _...__ _ ... n ... w _. . _ ._ _ _......_ ................ ................ _. _._.._ . m_ .. .... .......... ......... ........ _.. _ _. __...._ ... .......... OCS-101� GRAPHICE AL IN FEET y 0 10 20 40 ___._........... ._ ..... _.. COMMENTS:_ GENERAL NOTES A. Design data provided in electronic format is for information purposes only and should be used at your own risk, and is provided without representations and warranties. Any conflict between the information reflected on the latest revision of the sealed plan sheets and that provided via electronic format shall be resolved in favor of the sealed plan sheets. B. Utilities: There may be additional existing utilities not shown on these plans. Existing utilities are shown in an approximate manner only and the Engineer assumes no responsibility for locations shown. Field verify the location of all existing utilities within the limits of construction. Notify the Owner and Engineer if discrepancies are found that will affect the construction project. Protect all existing utilities. C. Temporary Provisions: Sequence the work and provide temporary measures as needed to maintain access to the site through all entrances at all times during construction. Temporary provisions may include, but are not limited to: barricades, flashing lights, flagman, temporary pavement, and directional signage. D. Equipment Storage: Do not park equipment or store materials in state, county or city right-of-way. E. Notify the Engineer in writing of any discrepancies between the existing conditions in the field and the survey shown on the plans before proceeding with any new construction. F. Obtain all required construction related permits, including demolition permit, before starting work. Retain copies of all permits at the project site at all times. G. Approval of these plans does not constitute approval of any land disturbing activities within wetland areas. Contact the appropriate regulatory agency for approval of any wetland area disturbance. H. Signs (location, number, and size) are not approved under the general development permit. A separate permit is required for onsite signage. I. No certificate of occupancy will be issued until all site improvements have been completed on the site. J. Comply with all applicable state, federal, and local building and utility installation codes. All materials and construction methods shall be in accordance with these plans and specifications unless Department of Transportation Standards or local municipal standards are more stringent. K. Do not deviate from these plans and specifications without prior written approval from the Engineer of record. L. Work with D.O.T right-of-way: 1. All pavement markings within D.O.T. right-of-way shall be thermoplastic and in accordance with D.O.T. specifications. 2. Re-establish all right-of-way area, which is damaged or disturbed, to original condition or better. 3. All work in D.O.T. right-of-way shall comply with D.O.T. specifications. M. Arrange high intensity lighting to conceal the source of light from public view and prevent interference with traffic. N. Ensure correct horizontal and vertical alignment of all ties between proposed and existing pavements, curb and gutter, sidewalks, walls and utilities before beginning work. Notify Engineer if discrepancies exist. TRAFFIC CONTROL A. If Drawings do not indicate site specific traffic control measures, Contractor shall be responsible for providing a temporary traffic control plan in accordance with the Manual on Uniform Traffic Control Devices (MUTCD), latest edition. B. All temporary traffic control signage and markings shall be installed prior to construction and maintained during construction in accordance with the MUTCD, latest edition. C. Contact property owners to be affected by construction and coordinate temporary driveway closures and sequencing. Maintain access for all property owners during construction. D. Control dust as necessary to prevent interference with traffic. E. Inspect traffic control devices on a daily basis to ensure placement of barricades and function of lights is maintained throughout construction. F. Coordinate all lane closures with the local jurisdiction having authority. STRUCTURE & SITE DEMOLITION A. Verify that utilities have been disconnected and capped before starting demolition operations. B. Verify that hazardous materials have been remediated before proceeding with building demolition operations. C. Environmental & Geotechnical: Review all project environmental and geotechnical reports and become familiar with all issues before demolition. D. Existing Utilities: Locate, identify, disconnect, and seal or cap off indicated utilities serving buildings and structures to be demolished. 1. Arrange to shut off indicated utilities with utility companies. 2. If removal, relocation, or abandonment of utility services will affect adjacent occupied buildings, then provide temporary utilities that bypass buildings and structures to be demolished and that maintain continuity of service to other buildings and structures. E. Do not commence demolition operations until temporary erosion and sediment control and plant -protection measures are in place. F. Obtain the Demolition Permit from the local authority prior to starting demolition activities. G. Existing Facilities: Protect adjacent walkways, loading docks, building entries, and other building facilities during demolition operations. Maintain exits from existing buildings. Promptly repair any facilities damaged by construction operations to owner's satisfaction at no additional cost to the owner. H. Existing Utilities: Maintain utility services to remain and protect from damage during demolition operations. I. Temporary Protection: Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by authorities having jurisdiction and as indicated. J. Remove temporary barriers and protections where hazards no longer exist. Where open excavations or other hazardous conditions remain, leave temporary barriers and protections in place. K. Remove demolition waste materials from Project -site and legally dispose of them in an EPA -approved landfill acceptable to authorities having jurisdiction. L. Do not burn demolished materials unless special written permission is obtained from Owner and Engineer. M. Clean adjacent structures and improvements of dust, dirt, and debris caused by building demolition operations. Return adjacent areas to condition existing before building demolition operations began. SITE CLEARING 1.1 PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site -clearing operations. B. Environmental & Geotechnical: Review all project environmental and geotechnical reports and become familiar with all issues before site clearing. C. Utility Locator Service: Notify utility locator service for area where Project is located before site clearing. D. Do not commence site clearing operations until temporary erosion- and sedimentation -control and plant -protection measures are in place. 1.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL A. Provide temporary erosion- and sedimentation -control measures to prevent soil erosion and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways, according to erosion- and sedimentation -control Drawings and requirements of authorities having jurisdiction. B. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross protection zones. C. Inspect, maintain, and repair erosion- and sedimentation -control measures during construction until permanent vegetation has been established. D. Remove erosion and sedimentation controls when site is stabilized and restore and stabilize areas disturbed during removal. 1.3 TREE AND PLANT PROTECTION Repair or replace trees, shrubs, and other vegetation indicated to remain or be relocated that are damaged by construction operations, in a manner approved by Engineer. 1.4 EXISTING UTILITIES A. Locate, identify, disconnect, and seal or cap utilities indicated to be removed or abandoned in place. Arrange with utility companies to shut off indicated utilities. B. Interrupting Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify utility owner not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without utility owner's written permission. C. Pothole existing water lines, underground electrical lines, gas lines, underground telephone lines, fiber optic, and any other existing utility lines within the project limits during site clearing and demolition activities. Survey the existing utility elevations and provide the surveyed field locations and depths to the Engineer for review. These existing utilities may require relocation. 1.5 CLEARING AND GRUBBING Remove obstructions, concrete, asphalt, trees, shrubs, and other vegetation indicated to permit installation of new construction. 1. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated. 2. Grind clown stumps and remove roots, obstructions, and debris toi a depth of 12 inches below exposed subgrade. 3. Use only hand methods for grubbing within protection zones. 4. The subglrade to remain shall be compacted to 95% Standard Proctor maximum dry density following clearing and grubbing activities. 1.6 TOPSOIL STRIPPING A. Remove sod and grass before stripping topsoil. B. Strip topsoiil in a manner to prevent intermingling with underlying subsoil or other waste materials. C. Stockpile topsoil away from edge of excavations without intermixing with subsoil. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust and erosion by water. D. Dispose of surplus topsoil. Surplus topsoil is that which exceeds quantity indicated to be stockpiled or reused. SITE WATER DISTRIBUTION 1.1 GENERAL A. Regulatory IRequirements: 1. Comply Hvith requirements of utility company supplying water. Include tapping of water mains and backflow prevention. 2. Comply with standards of authorities having jurisdiction for potable-1water- service piping, including materials, installation, testing, and disinfection. B. Piping materials shall bear label, stamp, or other markings of specified testing agency. C. Interruption of Existing Water -Distribution Service: Notify Owner at least 2 days prior to interruption of existing water services. D. Coordinate with utility company for required inspections and for connection of water main and services before starting construction. 1.2 COPPER TUBE AND FITTINGS A. Soft Copper Tube: ASTM B 88, Type K, water tube, annealed temper. Copper, Pressure -Seal Fittings: 1. NPS 2 and Smaller: Wrought -copper fitting with EPDM 0 -ring seal in each end. 2. NPS 2-1,/2 to NPS 4: Bronze fitting with stainless-steel grip -ring and EPDM O-ring seal in each end. B. Bronze Flanges: ASME B16.24, Class 150, with solder -joint end. Furnish Class 300 flanges if required to match piping. C. Copper Unions: MSS SP -123, cast -copper -alloy, hexagonal -stock body with ball-and-socket, metal -to -metal seating surfaces, and solder -joint or threaded ends. 1.3 DUCTILE -IRON PIPE AND FITTINGS A. Mechanical -Joint, Ductile -Iron Pipe: AWWA C151, with mechanical -joint bell and plain spigot end unless grooved or flanged ends are indicated. 1. Mechanical -Joint, Ductile -Iron Fittings: AWWA C110, ductile- or gray -iron standard pattern or AWWA C153, ductile -iron compact pattern. 2. Glands, Gaskets, and Bolts: AWWA C111, ductile- or gray -iron glands, rubber gaskets, and steel bolts. B. Push -on -Joint, Ductile -Iron Pipe: AWWA C151, with push -on -joint bell and plain spigot end unless grooved or flanged ends are indicated. C. Flanges: ASME 16.1, Class 125, cast iron. 1.4 PVC PIPE AND FITTINGS A. PVC, Schedule 40 Pipe: ASTM D 1785. PVC, Schedule 40 Socket Fittings: ASTM D 2466. B. PVC, AWWA Pipe: AWWA 0900, Class 200, with bell end gasket, and with spigot end. C. Mechanical -Joint, Ductile -Iron Fittings: AWWA 0110, ductile - or gray -iron standard pattern or AWWA C153, ductile -iron compact pattern. 1.5 GATE VALVES 1.4 CLEANOUTS 1.6 MANHOLES SUITE 300 AWWA, Cast -Iron Gate Valves: Nonrising-Stem, Resilient- Seated A. Cast -Iron Cleanouts MIDLOTHIAN, A. Standard Precast Concrete Manholes: 23113 Gate Valves: Gray- or ductile -iron body and bonnet; with 1. Description: ASME A112.36.2M, round, gray -iron housing with 1. Description: ASTM C 478, precast, reinforced concrete, of depth 419-0759 bronze or gray- or ductile -iron gate, resilient seats, bronze clamping device and round, secured, scoriated, gray -iron cover. indicated, with provision for sealant joints. stem, and stem nut. Include gray -iron ferrule with inside calk or spigot connection 2. Diameter: 48 inches minimum unless otherwise indicated. 1) Standard: AWWA C509. and countersunk, tapered -thread, brass closure plug. 3. Ballast: increase thickness of precast concrete sections or add 2) Minimum Pressure Rating: 200 psig. 2. Top -Loading Classification: Traffic rated, Heavy Duty, in all paved concrete to base section as required to prevent flotation. 3) End Connections: Mechanical joint. areas and areas subject to vehicular traffic. 4. Base Section: 6 -inch minimum thickness for floor slab and 4 -inch 4) Interior Coating: Complying with AWWA C550. 3. Sewer Pipe Fitting and Riser to Cleanout: ASTM A 74, Service minimum thickness for walls and base riser section, and separate 1.6 GATE VALVE ACCESSORIES AND SPECIALTIES class, cast-iron soil pipe and fittings. base slab or base section with integral floor. A. Tapping -Sleeve Assemblies: Sleeve and valve compatible with B. PVC Cleanouts: PVC body with PVC threaded plug. Include PVC 5. Riser Sections: 4 -inch minimum thickness, and lengths to provide drilling machine. sewer pipe fitting and riser to cleanout of same material as sewer depth indicated. 1) Standard: MSS SP -60. piping. Use in Light Duty applications where there is pedestrian 6. Top Section: Eccentric -cone type unless concentric -cone or 2) Topping Sleeve: Cast- or ductile -iron or stainless --steel, traffic only or in landscaped areas. flat -slob -top type is indicated, and top of cone of size that two-piece bolted sleeve with flanged outlet for new 1.5 MANHOLES A. Standard Precast Concrete Manholes: matches grade rings. 7. Joint Sealant: ASTM C 990, bitumen or butyl rubber. branch connection. Include sleeve matching size and 1. Description: ASTM C 478, precast, reinforced concrete, of depth 8. Steps: Individual FRP steps or FRP ladder, wide enough to allow type of pipe material being tapped and with indicated, with provision for sealant joints. worker to place both feet on one step and designed to prevent recessed flange for branch valve. 2. Diameter: 48 inches minimum unless otherwise indicated. lateral slippage off step. Cast or anchor steps into sidewalls at 12- 3) Valve: AWWA, cast-iron, nonrising-stem, resilient- seated 3. Ballast: Increase thickness of precast concrete sections or add to 16 -inch intervals. Omit steps if total depth from floor of gate valve with one raised face flange mating concrete to base section, as required to prevent flotation. manhole to finished grade is less than 48 inches. tapping -sleeve flange. 4. Base Section: 6 -inch minimum thickness for floor slab and B. Manhole Frames and Covers: B. Valve Boxes: Comply with AWWA M44 for cost -iron valve 4 -inch minimum thickness for walls and base riser section: with 1. Description: Ferrous; 24 -inch ID by 7- to 9 -inch riser with boxes. Include top section, adjustable extension of length separate base slab or base section with integral floor. 4 -inch -minimum width flange and 26 -inch -diameter cover. Include required for depth of burial of valve, plug with lettering "WATER," 5. Riser Sections: 4 -inch minimum thickness, of length to provide indented top design with lettering cast into cover, using wording and bottom section with base that fits over valve depth indicated. equivalent to "STORM SEWER." and with a barrel approximately 5 inches in diameter. 6. Top Section: Eccentric -cone type unless concentric -cone or 2. Material: ASTM A 536, Grade 60-40-18 ductile iron unless 1.7 BACKFLOW PREVENTERS flat -slab -top type is indicated; with top of cone of size that otherwise indicated. Double -Check, Detector -Assembly Backflow Preventers: matches grade rings. 1.7 INLET & JUNCTION BOXES 1. Standards: ASSE 1048 and UL listed or FMG approved. 7. Joint Sealant: ASTM C 990, bitumen or butyl rubber. Standard Precast Concrete: 2. Operation: Continuous -pressure applications. 8. Resilient Pipe Connectors: ASTM C 923, cast or fitted onto 1. Description: ASTM C 478, precast, reinforced concrete, of depth 3. Pressure Loss: 5 psig maximum, through middle 1/3 of flow manhole walls, for each pipe connection. indicated, with provision for sealant joints. range. 9. Steps: Individual FRP steps or FRP ladder, wide enough to allow 2. Base Section: 6 -inch minimum thickness for floor slab and 4 -inch 4. Body: Cast iron with interior lining complying with AWWA worker to place both feet on one step and designed to prevent minimum thickness for walls and base riser section, and separate C550 or that is FDA approved. lateral slippage off step. Cast or anchor steps into sidewalls at base slab or base section with integral floor. 5. End Connections: Flanged. 12- to 16 -inch intervals. Omit steps if total depth from floor 3. Riser Sections: 4 -inch -minimum thickness, 48 -inch diameter, and 6. Configuration: Designed for horizontal, straight through flow. of manhole to finished grade is less than 48 inches. lengths to provide depth indicated. 1.8 WATER METER BOXES 10. Adjusting Rings: Interlocking HDPE rings, with level or sloped 4. Top Section: Eccentric -cone type unless concentric -cone or Description: Cast-iron body and cover for disc -type water edge in thickness and diameter matching manhole frame and flat -slab -top type is indicated, and top of cone of size that meter, with lettering "WATER METER" in cover; and with slotted, cover, and with height as required to adjust manhole frame and matches grade rings. open -bottom base section of length to fit over service piping. cover to indicated elevation and slope. Include sealant 5. Joint Sealant: ASTM C 990, bitumen or butyl rubber. 1.9 CONCRETE VAULTS recommended by ring manufacturer. 6. Steps: Individual FRP steps or FRP ladder, wide enough to allow Description: precast, reinforced -concrete vault, designed for 11. Grade Rings: Reinforced -concrete rings, 6- to 9 -inch total worker to place both feet on one step and designed to prevent A-16 load designation according to ASTM C 857 and made thickness, with diameter matching manhole frame and cover, lateral slippage off step. Cast or anchor steps into sidewalls at 12 - according to ASTM C 858. and with height as required to adjust manhole frame and cover to 16 -inch intervals. Omit steps if total depth from floor of 1. Ladder: ASTM A 36/A 36M, steel or polyethylene -encased to indicated elevation and slope. manhole to finished grade is less than 48 inches. steel steps. B. Manhole Frames and Covers: 7. Pipe Connectors: ASTM C 923, resilient, of size required, for each 2. Manhole: ASTM A 48/A 48M Class No. 35A minimum tensile 1. Description: Ferrous; 24 -inch ID by 7- to 9 -inch riser, with pipe connecting to base section. strength, gray -iron traffic frame and cover. 4 -inch -minimum -width flange and 26 -inch -diameter cover. 1.8 STORMWATER DETENTION STRUCTURES a. Dimension: 24 -inch minimum diameter;, unless otherwise Include indented top design with lettering cast into cover, using A. Cast -in -Place Concrete, Stormwater Detention Structures: Constructed indicated. wording equivalent to "SANITARY SEWER." of reinforced -concrete bottom, walls, and top; designed according to 3. Drain: ASME A112.6.3, cost -iron floor drain with outlet of 2. Material: ASTM A 536, Grade 60-40-18 ductile iron unless ASTM C 890 for A-16 (AASHTO HS20-44), heavy -traffic, structural size indicated. Include body anchor flange;, light-duty otherwise indicated. loading; of depth, shape, dimensions, and appurtenances indicated. cast-iron grate, bottom outlet, and integral or field -installed 1.6 IDENTIFICATION 1. Ballast: Increase thickness of concrete as required to prevent bronze ball or clapper -type backwater vallve. Arrange for installation of green warning tapes directly over piping flotation. 1.10 FIRE HYDRANTS and at outside edges of underground manholes. 2. Grade Rings: Include two or three reinforced -concrete rings, of 6 - Dry -Barrel Fire Hydrants: Freestanding, with one NPS 4-1/2 1. Use warning tape or detectable warning tape over ferrous piping. to 9 --inch total thickness, that match 24 -inch -diameter frame and and two NPS 2-1/2 outlets, 5 -1/4 -inch miain valve, drain 2. Use detectable warning tape over nonferrous piping and over cover. valve, and NPS 6 mechanical -joint inlet. Include interior coating edges of underground manholes. 3. Steps: Individual FRP steps or FRP ladder, wide enough to allow according to AWWA C550. Hydrant shall have cast-iron body, 1.QUALITY CONTROL FIELD Q worker to place both feet on one step and designed to prevent compression -type valve opening against pressure and closing At i f t i i d t i h th di l Inspect nspecnerior opiping to determine weer line displacement or lateral slippage off step. Cast or anchor steps into sidewalls at with pressure. other damage has occurred. Inspect after approximately 24 inches 12 -to 16 -inch intervals. Omit steps if total depth from floor of p p 1. Standard: AWWA C502. of backfill is in lace, and again at completion of Protect. p g p J structure to finished grade is less than 48 inches. 2. Pressure Rating: 250 psig. 1. Defects requiring correction include the following: 4. Form and cast wires and pipe openings a5 indicated on Drawings. 1.11 FIRE DEPARTMENT CONNECTIONS a. Alignment: Less than full Biometer of inside of pipe is visible g P p B. Manhole Frames and Covers: ASTM A 536, Grade 60-40-18, Fire Department Connections: Freestanding, with cast -bronze between structures. ductile -iron castings g y y d designed for heavy-duty service. body, thread inlets according to NFPA 1963 and matching local b. Deflection: Flexible piping with deflection that prevents 11.9 PIPE OUTLETS fire department hose threads, and threaded bottom outlet. passage of ball or cylinder of size not less than 92.5 percent A. Pre --Cast Head Walls: Pre -Cast reinforced concrete, with apron and Include lugged caps, gaskets, and chains: lugged swivel of piping diameter. tapered sides. connection and drop clapper for each hose -connection inlet; c. Damage: Crushed, broken, cracked, or otherwise damaged B. Slope Paved Head Walls: Cast -in-place reinforced concrete as shown 18 -inch -high brass sleeve; round escutcheon plate. piping. on Drawings. 1.12 VALVE APPLICATIONS d. Infiltration: Water leakage into piping. C. Riprap Basins: Broken, irregularly sized and shaped, graded stone Drawings indicate valve types to be used. Where specific valve e. Exfiltration: Water leakage from or around piping. according to NSSGA's "Quarried Stone for Erosion and Sediment types are not indicated, the following requirements apply: 2. Replace defective piping using new materials, and repeat Control." Minimum stone size and dimensions as shown on Drawings. 1. Underground Valves, NPS 3 and Larger: AWWA, cast-iron, inspections until defects are within allowances specified. 11.10 PIPING INSTALLATION nonrising-stem, resilient -seated gate valves with valve box. 3. Reinspect and repeat procedure until results are satisfactory. A. Install locator wire or tape 6 inches above all non-metallic piping. 2. Use the following for valves in vaults and aboveground: B. Test new piping systems, and parts of existing systems that have B. Install bedding and backfill in accordance with pipe manufacturer' a. Gate Valves, NPS 2 and Smaller: Bronze, nonrising stem. been altered, extended, or repaired, for leaks and defects. instructions. b. Gate Valves, NPS 3 and Larger: AWWA, cast iron, OS&Y g 1. Do not enclose, cover, or put into service before inspection and C. Begin installation at downstream piping connection to outfall g p P 9 point. rising stem, resilient seated. approval. 2. Test completed in systems according to requirements of Test comp pipingeg q D. Construct all headwalls flush with existing proposed embankment c. Check Valves: AWWA C508, swing type. slopes. 1.13 FIELD QUALITY CONTROL having g jurisdiction. 11.11 CLEANING A. Piping Tests: Conduct piping tests before joints are covered p g p p g 3. Schedule tests and inspections by authorities having jurisdiction A. Clean interior of piping of dirt and superfluous materials. Flush with p p g p and after concrete thrust blocks have hardened sufficiently. with at least 24 hours advance notice. potable water. Fill pipeline 24 hours before testing and apply test pressure 4. Submit a separate report for each test to the Engineer for B. Clean accumulated sediment from stormwater pipes, conveyance to stabilize system. Use only potable water. approval.5. channels, and pond once site is stabilized with vegetation. B. Hydrostatic Tests: Test at not less than one-and-one-holf Air Tests: Test sanitary sewerage according to requirements of y g g q times working pressure for two hours. Increase pressure in authorities having jurisdiction, UNI -B-6, and the following: EARTH MOVING 50-psig increments and inspect each joint between a. Test plastic gravity sewer piping according to ASTM F 1417. 1.1 PROJECT CONDITIONS increments. Hold at test pressure for 1 hour; decrease to 0 6. Manholes: Perform hydraulic test according to ASTM C 969. A. Utility Locator Service: Notify utility locator service for area where psig. Slowly increase again to test pressure and hold for 1 p 9• Y 9 p C. Leaks and loss in test pressure constitute defects that must be Project is located before beginning earth moving operations. j 9• 9 9 P more hour. Maximum allowable leakage is 2 quarts per hour repaired. D. Replace leaking piping using new materials, and repeat testing until l B. Do not commence earth moving operations until temporary erosion- per 100 joints. Remake leaking joints with new materials and and sedimentation -control measures are in place. repeat test until leakage is within allowed limits. leawithin i leakage s wn aowances specified. ll d C. Do not commence earth moving operations until plant -protection C. Disinfection: Clean and disinfect potable water mains as measures are in place. directed by the local authority, or, if method is not D. Do not commence earth moving operations without reviewing and prescribed by the local authority, use procedure described in SITE STORM UTILITY DRAINAGE PIPING making provisions for all Geotechnical recommendations made in the AWWA C651. 1.1 PIPE AND FITTINGS - GENERAL project Geotechnical Report. Comply with recommendations in the D. Prepare reports of testing activities and submit to the pipe, inlets, headwalls, and related appurtenances 1. All stmeet geotechnical report regarding general site preparation, building pad Engineer for approval. local shall meet local D.O.T. standards. preparation, pavement sections, fill, and excavation. 1.14 IDENTIFICATION 2. All stormwater pipe shall be installed in accordance with pipe E. Retain a copy of the project Geotechnical Report at the work site at Install continuous underground detectable warning tape during all times. Any discrepancies between these specifications and the backfilling of trench for underground water -distribution piping. manufacturers' instructions. project Geotechnical Report shall be resolved in favor of the project Locate below finished grade, directly over piping. 1.2 STEEL PIPE AND FITTINGS Geotechnical Report. Corrugated -Steel Pipe and Fittings: ASTM A 760/A 760M, Type I with F. Protect structures, utilities, sidewalks, pavements, and other facilities fittings of similar form and construction as pipe. from damage caused by settlement, lateral movement, undermining, 1. Standard -Joint Bands: Corrugated steel. washout and other hazards created by earth moving operations. SITE SANITARY SEWERS 2. Coating: Aluminum or Bituminous G. Protect and maintain erosion and sedimentation controls during earth 1.1 PROJECT CONDITIONS 1.3 PE PIPE AND FITTINGS moving operations. A. Interruption of Existing Sanitary Sewerage Service: Coordinate 1. Corrugated PE Drainage Pipe and Fittings NPS 3 to NPS 10: 1.2 DEWATERING as required with the local sanitary sewer authority before AASHTO M 252M; NPS 12 to NPS 48: AASHTO M 294M Type S, A. Prevent surface water and ground water from entering excavations, starting construction. with smooth waterway for coupling joints. from ponding on prepared subgrades, and from flooding Project site B. Utility Locator Service: Notify utility locator service for area 2. Silttight Couplings: PE Sleeve with ASTM D 1056, Type 2, Class and surrounding area. where Project is located before beginning sanitary sewer A, Grade 2 gasket material that mates with tube and fittings. B. Protect subgrades from softening, undermining, washout and damage installation operations. Field verify all existing utilities shown 1.4 PVC CORRUGATED PIPE AND FITTINGS by rain or water accumulation. on the Drawings by pot -holing the lines. Survey existing Corrugated PVC Drainage Pipe and Fittings NPS 4 to NPS 36: Smooth C. Design and provide dewatering system using accepted and professional utilities and provide horizontal and vertical location interior, ASTM F949, 46 PSI stiffness when tested in accordance with methods consistent with current industry practice. Provide dewatering information to the Engineer to determine if any utilities will ASTM D2412. PVC compound having a minimum cell classification of system of sufficient size and capacity to control groundwater in a conflict with the proposed design. 12454 as defined in ASTM D1784. Fittings: Smooth interior, ASTM manner that preserves strength of foundation soils, does not cause 1.2 DUCTILE -IRON, GRAVITY SEWER PIPE AND FITTINGS F949, Section 5.2.3 or F794, Section 7.2.4. Joints shall be made with instability or raveling of excavation slopes, and does not result in A. Pipe: ASTM A 746, for push -on joints. integrally -formed bell and spigot gasketed connections. Manufacturer damage to existing structures. Lower water level in advance of B. Compact Fittings: AWWA C153, ductile iron, for push -on shall provide documentation showing no leakage when gasketed pipe excavation by utilizing wells, wellpoints, or similar positive control joints. joints are tested in accordance with ASTM D3212. Elastomeric seals methods. Maintain the groundwater level to a minimum of two (2) C. Gaskets: AWWA C111, rubber. (gaskets) shall meet ASTM F477. feet below excavations. Provide piezometers as directed by the 1.3 PVC PIPE AND FITTINGS 1.5 CONCRETE PIPE AND FITTINGS engineer to document that the groundwater level is being maintained. PVC Gravity Sewer Piping: ASTM F 679, T-1 wall thickness, PVC 1. Reinforced -Concrete Sewer Pipe and Fittings: ASTM C76 D. By acceptable means, contractor shall control all water regardless of gravity sewer pipe with bell -and -spigot ends and with integral Bell -and -spigot or tongue -and -groove ends and gasketed joints source and is responsible for proper disposal of the water. No ASTM F 477, elostomeric seals for gasketed joints. with ASTM C 443, rubber gaskets or sealant joints with ASTM C additional payment will be made for any supplemental measures to 990, bitumen or butyl -rubber sealant. Class 111, Wall B. control seepage, groundwater, or artesian head. 2. Cast -Iron Area Drains: ASME A 112.6.3 gray -iron round body with anchor flange and round grate. Include bottom outlet with inside calk or spigot connection, of sizes indicated. NORTHERN 11,945 SF RIGHT CHAMFER DRIVE-THRU STORE NUMBER: SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. 10746 CS PROJECT NUMBER: $6047 ENGINEER: Ki m I enyl* Horn CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: M- THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 ��.��,LTH/ RYA PERKINS LiC. No. 046565 02.01-I/v A REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: CM/S SPECS SHEET NUMBER: COMMENTS: CS -301 1.3 1.4 1.5 1.6 1.7 E. Open pumping with sumps and ditches shall be allowed, provided it does not result in boils,.loss of fines, softening of the ground, or instability of slopes. Sumps shall be located outside of load bearing areas so the bearing surfaces will not be disturbed. Water containing silt in suspension shall not be pumped into sewer lines or adjacent water bodies. During normal pumping and upon development of well(s), levels of fine sand or silt in the discharge of water shall not exceed five (5) ppm. F. Continuously maintain excavations in a dry condition with positive dewatering methods during preparation of subgrade, installation of pipe, and construction of structures until the critical period of construction and/or backfill is completed to prevent damage of subgrade support, piping, structure, side slopes, or adjacent facilities for flotation or other hydrostatic pressure imbalance. G. When construction is complete, properly remove all dewatering equipment from the site, including wells and related temporary electrical service. SUBGRADE A. Notify Project Geotechnical Engineer when excavations have reached required subgrade. B. If Project Geotechnical Engineer determines that unsatisfactory soil is present, continue excavation and replace with compacted backfill or fill material as directed. C. Proof -roll subgrade below the building slabs and pavements with a pneumatic -tired and loaded 10 -wheel, tandem -axle dump truck weighing not less than 15 tons to identify soft pockets and areas of excess yielding. Do not proof -roll wet or saturated subgrades. Excavate soft spots, unsatisfactory soils, and areas of excessive pumping or rutting, as determined by Project Geotechnical Engineer, and replace with compacted backfill or fill as directed. D. In heavy duty pavement areas, the gravel aggregate base shall be extended under the curb and gutter section to provide additional stability for truck travel. UTILITY TRENCH BEDDING AND BACKFILL A. Place and compact bedding course on trench bottoms and where indicated. Shape bedding course to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits. B. Use Class B bedding under all PVC piping. C. Carefully compact initial backfill under pipe haunches and compact evenly up on both sides and along the full length of piping or conduit to avoid damage or displacement of piping or conduit, D. Backfill all utilities under roadways and traffic areas with crushed stone. COMPACTION OF SOIL BACKFILLS AND FILLS A. Place backfill and fill soil materials in layers not more than 8 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material compacted by hand -operated tampers. B. Place backfill and fill soil materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure. Compact soil materials as indicated on drawings or as indicated in the Project Geotechnical Report. C. Provide construction phase monitoring and testing as recommended in the project Geotechnical Report. Provide test reports to the Engineer for review and approval. GRADING A. General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Comply with compaction requirements and grcade to cross sections, lines, and elevations indicated. 1. Provide a smooth transition between adjacent existing grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances. B. Landscape Islands: Fill all curbed islands to top of curb with topsoil and apply seed and mulch unless drawings indicate otherwise. C. Slopes: Do not create cut or fill slopes steeper than 2h:1 v without obtaining special written permission from the Engineer of Record and project Geotechnical Engineer. PROTECTION Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris. See erosion and sediment control plan and notes for further information. ASPHALT PAVING 1.1 FIELD CONDITIONS Environmental Limitations: Do not apply asphalt materials if subgrade is wet or excessively damp, if rain is imminent or expected before time required for adequate cure, or if the following conditions are not met: 1. Prime Coat: Minimum surface temperature of 60 deg F. 2. Tack Coat: Minimum surface temperature of 60 deg F. 3. Slurry Coat: Comply with weather limitations in ASTM D 3910). 4. Asphalt Base Course: Minimum surface temperature of 40 deg F and rising at time of placement. 5. Asphalt Surface Course: Minimum surface temperature of 60 deg F and rising at time of placement. 1.2 ASPHALT MATERIALS A. Refer to Project Geotechnical Report and project drawings for required asphalt material design. B. Aggregates shall meet the requirements of the local Department of Transportation. C. Reclaimed Asphalt Pavement (RAP) shall not be used in the miix design. 1.3 PATCHING A. Asphalt Pavement: Saw cut perimeter of patch and excavate existing pavement section to sound base. Excavate rectangular or trapezoidal patches, extending 12 inches into perimeter of adjacent sound pavement, unless otherwise indicated. Cut excavation faces vertiically. Remove excavated material. Recompact existing unbound -aggregate base course to form new subgrade. B. Tack Coat: Before placing patch material, apply tack coat uniformly to vertical asphalt surfaces abutting the patch. Apply at a rate of 0.05 to 0.15 gal./sq. yd. 1. Allow tack coat to cure undisturbed before applying hot -mix asphalt paving. 2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings. Remove spillages and clean affected surfaces. C. Placing Patch Material: Fill excavated pavement areas with hot -mix asphalt base mix for full thickness of patch and, while still hot, compact flush with adjacent surface. 1.4 SURFACE PREPARATION A. General: Immediately before placing asphalt materials, remove loose and deleterious material from substrate surfaces. Ensure that prepared subgrade is ready to receive paving. Sawcut existing pavement to the joined to provide vertical faces between new and existing surfaces. B. Emulsified Asphalt Prime Coat: Apply uniformly over surface of compacted unbound -aggregate base course at a rate of 0.10 to 0.30 gal./sq. yd. per inch depth. Apply enough material to penetrate and seal, but not flood, surface. Allow prime coat to cure. 1. If prime coat is not entirely absorbed within 24 hours after application, spread sand over surface to blot excess asphalt. Use enough sand to prevent pickup under traffic. Remove loose sand by sweeping before pavement is placed and after volatiles have evaporated. 2. Protect primed substrate from damage until ready to receive paving. C. Tack Coat: Apply uniformly to surfaces of existing pavement at a rate of 0.02 to 0.08 gal./sq. yd. 1. Allow tack coat to cure undisturbed before applying hot -mix asphalt paving. 2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings. Remove spillages and clean affected surfaces. 1.5 PLACING HOT -MIX ASPHALT B. Machine place hot -mix asphalt on prepared surface, spread uniformly, and strike off. Place asphalt mix by hand in areas inaccessible to equipment in a manner that prevents segregation of mix. Place each course to required grade, cross section, and thickness when compacted. 1. Place hot -mix asphalt base course in number of lifts and thicknesses indicated. 2. Place hot -mix asphalt surface course in single lift. 3. Spread mix at a minimum temperature of 250 deg F. 4. Begin applying mix along centerline of crown for crowned sections and on high side of one-way slopes unless otherwise indicated. 5. Regulate paver machine speed to obtain smooth, continuous surface free of pulls and tears in asphalt -paving mat. B. Place paving in consecutive strips not less than 10 feet wide unless infill edge strips of a lesser width are required. 1,6 JOINTS A. Construct joints to ensure a continuous bond between adjoining paving sections. Construct joints free of depressions, with same texture and smoothness as other sections of hot -mix asphalt course. B. Construct smooth transitions between new and existing paving sections. 1.7 COMPACTION A. General: Begin compaction as soon as placed hot -mix paving will bear roller weight without excessive displacement. Compact hot -mix paving with hot, hand tampers or with vibratory -plate compactors in areas inaccessible to rollers. Complete compaction before mix temperature cools to 185 deg F. 1. Initial Lift: Average of 92% of maximum theoretical density. 2. Top Surface Lift: Average of 93% of maximum theoretical density. 3. Tolerance: +2.0%, -1.0% of any individual test. B. Finish Rolling: Finish roll paved surfaces to remove roller marks while hot -mix asphalt is still warm. C. Erect barricades to protect paving from traffic for at least 24 hours after placement for the binder course, and at least 72 hours after placement for the final wearing surface. D. If the ambient air temperature is in excess of 90 degrees Farenheit during the 72 hour protection period, the pavement surface shall be flooded with water to rapidly cool the pavement at least once per day. 1.8 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified testing agency to perform tests and inspections. B. Conduct tests and reports specified in the project geotechnical report. C. Testing agency must inspect and approve the subgrade, each fill layer, and the subbase and base course. D. Promptly send test reports to the Engineer for review and approval. E. Remove and replace or install additional hot -mix asphalt where test results or measurements indicate that it does not comply with specified requirements. CONCRETE PAVING 1.1 PROJECT CONDITIONS Traffic Control: Maintain access for vehicular and pedestrian traffic as required for other construction activities. 1.2 STEEL REINFORCEMENT A. Plain -Steel Welded Wire Reinforcement: ASTM A 185/A 185 M, fabricated from as -drawn steel wire into flat sheets. B. Reinforcing Bars: ASTM A 615/A 615M, Grade 60; deformed. C. Joint Dowel Bars: ASTM A 615/A 615 M, Grade 60 plain -steel bars. Cut bars true to length with ends square and free of burrs. D. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars, welded wire reinforcement, and dowels in place, Manufacture bar supports according to CRSI's "Manual of Standard Practice" from steel wire, plastic, or precast concrete of greater compressive strength than concrete specified, and as follows: 1.3 CONCRETE MATERIALS A. Cementitious Material: Use cementitious materials, of some type, brand, and source throughout Project. B. Normal -Weight Aggregates: ASTM C33, uniformly graded. Provide aggregates from a single source. 1. Maximum Course -Aggregate Size: 1 inch nominal. 2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement. 1.4 RELATED MATERIALS Joint Fillers: ASTM D 1751, asphalt -saturated cellulosic fiber in preformed strips. 1.5 WHEEL STOPS Wheel Stops: Precast, air -entrained concrete, 2500 -psi minimum compressive strength. Provide chamfered corners and drainage slots on underside and holes for anchoring to substrate. 1.6 SIDEWALKS Sidewalks: Slope sidewalks away from building with a 2% cross -slope unless Drawings indicate otherwise. 1.7 PREPARATION Remove loose material from compacted subbase surface immediately before placing concrete. 1.8 STEEL REINFORCEMENT A. General: Comply with CSRI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. B. Clean reinforcement of loose rust and mill scale, earth, ice, or other bond -reducing materials. C. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement. Maintain minimum cover to reinforcement. D. Install welded wire reinforcement in lengths as long as practicable. Lap adjoining pieces at least one full mesh, and lace splices with wire. Offset laps of adjoining widths to prevent continuous laps in either direction. E. Zinc -Coated Reinforcement: Use galvanized -steel wire ties to fasten zinc -coated reinforcement. Repair cut and damaged zinc coatings with zinc repair material. 1.9 JOINTS A. General: Form construction, isolation, and contraction joints and tool edges true to line, with faces perpendicular to surface plane of concrete. Construct transverse joints at right angles to centerline unless otherwise indicated. 1. When joining existing paving, place transverse joints to align with previously placed joints unless otherwise indicated. 2. Ensure forms provide correct horizontal and vertical alignment between new and existing pavements, sidewalks, curb and gutter, etc. B. Construction Joints: Set construction joints at side and end terminations of paving and at locations where paving operations are stopped for more than one-half hour unless paving terminates at isolation joints. 1. Continue steel reinforcement across construction joints unless otherwise indicated. Do not continue reinforcement through sides of paving strips unless otherwise indicated. 2. Provide tie bars at sides of paving strips where indicated. 3. Keyed Joints: Provide preformed keyway -section forms or bulkhead forms with keys unless otherwise indicated. Embed keys at least 1-1/2 inches into concrete. 4. Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or coat with asphalt one-half of dowel length to prevent concrete bonding to one side of joint. C. Isolation Joints: Form isolation joints of preformed joint -filler strips abutting concrete curbs, catch basins, manholes, inlets, structures, other fixed objects, and where indicated. 1. Locate expansion joints at intervals of 30 feet unless otherwise indicated. 2. Extend joint fillers full width and depth of joint. 3. Terminate joint filler not less than M inch or more than 1 inch below finished surface if joint sealant is indicated. 4. Place top of joint filler flush with finished concrete surface if joint sealant is not indicated. 5. Furnish joint fillers in one-piece lengths. Where more than one length is required, lace or clip joint -filler sections together. 6. During concrete placement, protect top edge of joint filler with metal, plastic, or other temporary preformed cap. Remove protective cap after concrete has been placed on both sides of joint. D. Contraction Joints: Form weakened -plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of the concrete thickness, as follows: 1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of joint with grooving tool to a 1/ -inch radius. Repeat grooving of contraction joints after applying surface finishes. Eliminate grooving -tool marks on concrete surfaces. 2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut 1/8 -inch -wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before developing random contraction cracks. 3. Doweled Contraction Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or coat with asphalt one-half of dowel length to prevent concrete bonding to one side of joint. E. Edging: After initial floating, tool edges of paving, gutters, curbs, and joints in concrete with an edging tool to a Y4 -inch radius. Repeat tooling of edges after applying surface finishes. Eliminate edgiing-tool marks on concrete surfaces. 1.10 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified testing agency to preform testas and inspections. B. Promptly send test reports to the Engineer for review and approval, C. Testing Services: Testing of composite samples of fresh concrete obtained according to ASTM C 172 shall be performed by the General Contractor's testing agency according to the following requirements: 1. Testing Frequency: Obtain at least one composite sample for each 100 cu. yd. or fraction thereof of each concrete mixture placed each day. When frequency of testing will provide fewer than five compressive -strength tests for each concrete mixture, testing shall be conducted from at least five randomly selected batches or from each batch if fewer than five are used. 2. Sllump: ASTM C 143/C 143 M, one test at point of placement for each composite sample, but not less than one test for each day's pour of each concrete mixture. Perform additional tests when concrete consistency appears to change. 3. Aiir Content: ASTM C 231, pressure method; one test for each composite sample, but not less than one test for each day's pour of each concrete mixture. 4. Concrete Temperature: ASTM C 1064/C 1064 M; one test hourly when air temperature is 40 deg F and below and when it is 80 deg F and above, and one test for each composite sample. 5. Compression Test Specimens: ASTM C 31/C 31 M; cost and laboratory cure one set of three standard cylinder specimens for each composite sample. 6. Compressive -Strength Tests: ASTM C 39/C 39 M; test one specimen at seven days and two specimens at 28 days. A compressive -strength test shall be the average compressive strength from two specimens obtained from some composite saimple and tested at 28 days. D. Strength of each concrete mixture will be satisfactory if average of any three consecutive compressive -strength tests equals or exceeds specified compressive strength and no compressive -strength test value falls below specified compressive strength by more than 500 psi. E. Test results shall be reported in writing to Engineer, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive -strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mixture proportions and materials, compressive breaking strength and type of break for both 7- and 28 -day tests. F. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Engineer. G. Concrete paving will be considered defective if it does not pass tests and inspections. H. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. I. Prepare test and inspection reports. 1.11 REPAIRS AND PROTECTION A. Remove and replace concrete paving that is broken, damaged, or defective or that does not comply with requirements in this Section. Remove work in complete sections from joint to joint unless otherwise approved by Engineer. B. Drill test cores, where directed by Engineer, when necessary to determine magnitude of cracks or defective areas. Fill drilled core holes in satisfactory paving areas with portland cement concrete bonded to paving with epoxy adhesive. C. Protect concrete paving from damage. Exclude traffic from paving for at least 14 days after placement. When construction traffic is permitted, maintain paving as clean as possible by removing surface stains and spillage of materials as they occur. D. Maintain concrete paving free of stains, discoloration, dirt, and other foreign material. Sweep paving not more than two days before date scheduled for Substantial Completion inspections. PAVEMENT MARKINGS 1.1 QUALITY ASSURANCE Regulatory Requirements: Comply with materials, workmanship, and other applicable requirements of state DOT or local municipality for pavement -marking work. 1.2 FIELD CONDITIONS Environmental Limitations: Proceed with pavement marking only on clean, dry surfaces and at a minimum ambient or surface temperature of 40 deg F for alkyd materials, 55 deg F for water-based materials, and riot exceeding 95 deg F. 1.3 PAVEMENT MARKING PAINT A. Pavement -Marking Paint: Alkyd -resin type, lead and chromate free, ready mixed, complying with AASHTO M 248; colors complying with FS TT --P--1952. Color: As indicated. B. All pavement marking within D.O.T. right-of-way shall be thermoplastic and in accordance with D.O.T. specifications. 1.4 PAVEMENT MARKING Apply temporary pavement marking before traffic is allowed on any newly paved area or as site conditions dictate. Allow final wearing surface to age for a minimum of 30 days before applying final permanent pavement marking. 1.5 PROTECTING AND CLEANING A. Protect pavement markings frorn damage and wear during remainder of construction period. B. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. CHAIN LINK FENCES AND GATES 1.1 PROJECT CONDITIONS Field Measurements: Verify layout information for chain -.link fences and gates shown on Drawings in relation to property survey and existing structures. Verify dimensions by field measurements. 1.2 WARRANTY Special Warranty: Manufacturer's standard form in which Installer agrees to repair or replace components of chain-link fences and gates that fail in materials or workmanship within specified warranty period. 1.3 CHAIN-LINK FENCE FABRIC General: Provide fabric in one-piece heights measured between top and bottom of outer edge of seilvage knuckle or twist. Comply with CLFMI Product Manual and with requirements indicated below: 1. Fabric Height: As indicated on Drawings. 2. Steel Wire Fabric: Wire with a diameter of 0.148 inch. a. Mesh Size: 2 inches. b. Polymer -Coated Fabric: ASTM F 668, over zinc -coated steel wire. Color: Black, complying with ASTM F 934. 3. Selvage: Twisted top and knuckled bottom. 1.4 FENCE FRAMING Posts and Rails: Comply with ASTM F 1043 for framing, including rails, braces, and line; terminal; and corner posts. Provide members with minimum dimensions and wall thickness according to ASTM F 1043 based on the following: 1. Fence Height: As indicated on Drawings. 2. Material a. Line Post: 1.9 inches in diameter. b. End, Corner and Pull Post: 2.375 inches. 3. Horizontal Framework Members: top rails complying with ASTM F1043. Top Rail: 1.66 inches in diarneter. 4. Brace Rails: Comply with ASTM F 1043. 5. Metallic Coating for Steel Framing: Type A, consisting of not less than minimum 2.0-oz./sq. ft. average zinc coating per ASTM A 123/A 123M or 4.0-oz./sq, ft. zinc coating per ASTM A 653/A 653 M. 1.5 TENSION WIRE Metallic -Coated Steel Wire: 0.177-inch-dimater, marceiled tension wire complying with ASTM A 817 and ASTM A 824, with the following metallic coating: Type 11, zinc coasted (galvanized) by hot -dip process, with the following minimum coating weight: Matching chain-link fabric coating weight. 1.6 SWING GATES A. General: Comply with ASTM F 9100 for gate posts and single or double swing gate types. 1. Gate Leaf Width: As indicated. 2. Gate Fabric Height: As indicated. B. Pipe and Tubing: 1. Zinc -Coated Steel: Comply with ASTM F 1043 and ASTM F 1083; protective coating and finish to match fence framing. 2. Gate Posts: Round tubular steel. 3. Gate Frames and Bracing: Round tubular steel. C. Frame Corner Construction: assembled with corner fittings. D. Hardware: 1. Hinges: 360 -degree inward and outward swing. 2. Latches permitting operation from both sides of gate with provision for padlocking accessible from both sides of gate. 1.7 FITTINGS A. General: Comply with ASTM F 626. B. Post Caps: Provide for each post. Provide line post caps with loop to receive tension wire or itop rail. C. Rail and Brace Ends: For each igate, corner, pull, and end post. D. Rail Fittings: Provide the Following: 1. Top Rail Sleeves: Pressed -steel or round -steel tubing not less than 6 inches long. 2. Rail Clamps: Line and corner boulevard clamps for connecting rails in the fence line -to -lines posts. E. Tension and Brace Bands: Pressed steel. F. Tension Bars: Stee., length not less than 2 inches shorter than full height of chain-link fabric. Provide one bar for each gate and end post, and two for each corner and pull post, unless fabric is integrally woven into post. G. Truss Rod Assemblies: Steel, holt-top galvanized after threading rod and turnbuckle or other means of adjustment. H. Tie Wires, Clips, and Fasteners: ,According to ASTM F 626. Standard Round Wire Ties: For attaching chain-link fabric to posts, rails, and framers, complying with the following: Hot -Dip Galvanized Steel: 0.148 -inch -diameter wire; galvanized coating thickness matching coating thickiness of chain-link fence fabric. 1.8 GROUT AND ANCHORING CEMENT A. Nonshrink, Nonmetallic Grout: Premixed, factory -packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. Provide grout, recommended in writing by manufacturer, for exterior applications, B. Erosion -Resistant Anchoring Cemient: Fac tory- nonshrink, nonstaining, hydraulic- controlled expansion cement formulation for mixing with potable water at Project site to create pourable anchoring, patchiing, and grouting compound. Provide formulation that is resistant to erosion from water exposure without needing protection by a sealer or waterproof coating and that is recommended in writing by manufacturer, for exterior applications. 1.9 ADJUSTING Gates: Adjust gates to operate smoothly, easily, and quietly, free of binding, warp, excessive deflection, distortion, nonalignment, misplacement, disruption, or malfunction, throughout entire operational range. Confirm that latches and locks engage accurately and securely without forcing or binding. NORTHERN 11,945 SF RIGHT CHAMFER DRIVE-THRU STORE NUMBER 107461 SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE: NEW STORE DEAL TYPE: FFS CS PROJECT NUMBER: 86047 ENGINEER: Kim lelyl* Horn CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 SEAL: NLTH 0.� Lr x U RYA PERKINS 4 LIC, No. 046565 A0 02- Al, 2AL REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: CVS SPECS SHEET NUMBER: CS -302 COMMENTS:- ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDE(aING 12"x EDGE OF EXISIING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPO ED I PROPOSED ASPHALT LAYERS CONSTRUINON JOINT EXISTING ASPHALT LAYERS - _ EXISTING SUBBASE PROPOSED SUBBASE ________________ COMPACTED SUBGRA:DE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE: WITH PROPOSED ASPHALT WIUENING ':.ALTERS PROPOSED MINIMUM I I/y INCH THICK ASPHALT SURFACE COURSE <SEE NOTE 5) x MINIMUM '2 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES ANO BE APPROVED B'f THE ENGINEER, 2. THE: PAVEMENT DESIGN FOR A'S'PHALT PAVEMENT 'INDENING SHALL ME:EI OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PktEIAENT, SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF .THREE 'ORES SHALL BE `AFEN ALONG THE CENTER OF THE ADJACENT' TRAVEL LANE: TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PP:/EMERT LAYERS. THESE CORES 5HALL, BE SPACED NO MORE THAN 50D FEET AN ART, 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/p INCHES AND REPLACED WITH AN AEFHA.I_T SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLE55 WAIVED BY THE ENGINEER. 5, THE ENGINEER MAY REQUIRE THE M!'WNG DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHEV'E AN ACrEPTABIE PAWENT CR6S5-SLOPE AND EFFECTIVE SURFACE DRAINAGE, 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL HE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER, 7. FIRM. TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE R-',CU2EMENTS OF SECTION 315.05HH OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS ;HALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN AGCORDANCE WITH THE REOUREMENT5 CF 5ECTION 315,07(0 OF THE SPECIFICATIONS. CA ASPHALT PAVEMENT WIDENING SPEFERENTCE I9N REV H/D1 FOR WIDENING SUBJECT TO TRAFFIC 305 77,7 _ VAGINA DEPARTMENT OF TRANSPORTATION 313 5' am 1'-6" 2' A PERMISSIBLE 'I CONSTRUCTION JOINT_\ -(A5 DOWEL. 8^ LONG a 12" C•C , 4 b AX B TYPICAL DESIGN u Ax TRE INCUNCATE DO A A SEE SHEET 1 OF 5 FOR DETAILS g•- .• 4-x1 ._ 6' BACK OFCJ1F+0 12.1 MAX. 4&I MAX. 2'� 20"AE�TYPE A WITH BUFFER STRIP MN. SECTION A -A ������------PPPPPPEEEEEERRRRRRMSSIBLE ` CO"TRUCTON 14 SECTION B-8 NOTIES. 4 FOR GENERAL NOTES ON THE DETECTABLE WARW40 SUWACE,SEE SHEET IOF 5 - TNS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIOEWALK. LANDING ALTERATIONS (4' WIDE) REQUIRED AT TOP OF ORB RNP. MIMMUA CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCT)NN, 6 FEET FOR ALTERATIONS. A 4' SOUARE LANDING A 4' SOIARE LANDING y Y AREA OUTSIDE OF AREA OUTSIDE OF �� �� AY SHALL BEAPROVIDED WIVELWAY THIN BE PROWVIDED WITHIN �' (A CROSSWTHE ALK NEA. CROSSWALK AREA. N Y JYJ �W V Q CR OSSWIK 0 0 TYPICAL PLACEMENT TYPICAL PLACEMENT (I AT INTERSECTION AT INTERSECTION U CROSSWALK OSSWALK WITHINCROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION CG -12 DETECTABLE WARNING SURFACE tvoM S REFERENCE ROAD AND IRDpGE STNUM0.5 103 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF s 502 VIRGINIA DEPARTMENT OF TRANSPORTATION I 4/09 203.06 2 COATS OF TRAFFIC PA 4'N WIDE BLUE PAINTED LINES HANDICAP SYMBOL NOT TO SCALE CG -12 A M 5' ITdN -5 DOWELS. 8" LONG �I PERML551H-E ti' �„ AT Ti" C -CS' MN. JOINT rhl MAX. T FAN 1211 MAX - f I 8 12'1 MAX i WITH BUFFER STRIP RAW RAMP SUN JP (SEE TABLE) A (SEE TABLE) 1v ' TRUNCATED DOMES 12'11 MAXIM. TARN SEE SHEET I OF S FOR DETAILS --'' SH�*IN MAUCH FACE OF ROADWAY CURB WITH BUFFER STRIP 11- BACK OF CURB 413 : 1 M 201 48 ,TMA � yMN 12.1 A�Ax.- 'L 2 uIN SECTION A -A � I PERMISSIBLE WITHOUT BUFFER STRIP � �-. ( CNOSSWALK CONSTRUICTION N JOINT _ t CROSSWALK SECTION B -B k~ A 4'SWNE LINA NC NEA �PA TMR,aeaT��mLp"�Y CROSSWALKS. K iARRU NOTES FOR GENERAL NOTES ON THE DETECTABLE GUMMING SURFACE, TYPICAL SHEET tt)F S. PLACEMENT THE REOWREO LENGTH OF A PARALLEL RMP AT INTERSECTION IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. WiTHIN CROSSWALK CUM TIIUFF TYPE B PARALLEL 7 wwwsrnP ax APPLICATION IL ROADWAY (RAGE MNNUM RNP LENGTH y,a DIAGONAL PLACEMENT IN PERCENT IN FEET b•• culla a• CURB 0 4 6 sN 2 s a 4 a 2 OUr90[ iX 1FnOM W FA17 A A 4 -SPARE LMON. MEA "� �,p\\OUTSIGE OF TRAVD-WAY 5 10 10 rA "' T \ \\ SHALL IN PROVIDED FOR SW 6 16 Is WITH BUFFER STRIP �10f5'""'�"' \ ""Swit. "THIN,PERK�MARKED AK CROSSWALK AREA. ROAD ANo R° STANDARDS CG -12 DETECTABLE WARNING SURFACE REFERENCEO" SHEET 3 OF 5 REYLaON DATE TYPE B (PARALLEL) APPLICATION Z 203.07 4109 VIRGINIA DEPARTMENT OF TRANSPORTATION R7-8 HANDICAP PARKING SIGN 11-411 (12°x18") R7 -8A SIGN AS NEEDED 1011 6" BOLLARD WITH BLUE BOLLARD 11-101, COVER GROUND SURFACE RESERVED PARKING VAN ACCESSIBLE 7' MAX. PENALTY $1004500 TOW -AWAY ZONE I 4' MIN 4'-0" 1.5' (21 @ ENTRANCES) , TYP. NOTE: SIGNS MAY BE PLACED ON ONE BLANK, ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES TYPICAL HANDICAP PARKING SIGN NOT TO SCALE TWO COATS WHITE REFLECTIVE TRAFFIC PAINT LUMBER COMPANY, ING, S.I. STOREY LUMBER CO„ INC. 285 SiKE STOREY RD NW, RO, BOX 99 ARMUCHEE, GA 30105-0099 TOLL FREE; '1-888-934-1005 PHONE. (706) 234-1605 FAX.(706)235-8132 WWW,(tmbarriel`,COm TOP OF SLOPE TVP. RAIL SECTION EDGE OF PAVEMENT B' SPACING (TYPICAL) FRONT ELEVATION I t I i v L_ -J _ P(DST CONNECTION T7'P, GUARDRAI CROS:: SECTK N NOT TO SCALE 1:.j SLOP-- OR FLATTER NTEE NOT TO SCALE 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3, IF TOP OF SLOPE IS CLOSER THAN 24" INCREASE POST LENGTH TO 7'. 4. DRIVE POSTS OR AUGER, BACKFILL WITH NATIVE SOIL AND COMPACT EVERY 12', 5, ALL TIMBER Al S4S SOUTHERN PINE, PRESSURE TREATED; AWPA 14, WOOD FOR USE IN HWY, CONSTR, 6, TYP.POST: 8"XIS"X6 - TYP.RAIL:4'X12"X1V111z 7, FASTENERS; ASTM A307; A242; F436 TYPE 3; A563 DH3, 8. TIMBARWER-SPLICE PLATE $P'_ATEWASHER ASTM-A5W, 9, UNDER EACH BOLT HEAD ON FACE OF RAIL INSTALL ONE 7,8' WASHER IC, REFER T6 DRAWINGS 551-003b OR 651.W3c FOR TERMINAL DETAILS 11. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT r.wA,CAD4gIaI;;,w.gti9n v REFERENCE NUMBcR 651.003, TIMBARRIER TM STREETGUARD!M ROADWA'YAND STREET APPLICATIONS (21MPH MAX,) 5 61-003 ��` PROTECTED BY COPYRIGHT&* 2011 CADoehaliaxan LTD BACK OF CURB i • TYPE 2, WORD 25.433 sq. ft NOTE: 1 11 FOR THE STOP BAR LOCATED AT THE END OF THE DRiVE THROUGH, THE 21 STOP BAR MUST BE EXTENDED ACROSS THE ENTIRE LANE AS SHOWN IN THE DIAGRAM BELOW AND ON SHEET CS -101. STOP BAR DETAIL NOT TO SCALE f. CENTERLINE OF DRIVEWAY i WHiTE TRAFFIC PAINT! JI 5 ff. 2 COATS I TYPICAL CROSSWALK DETAIL NOT TO SCALE LINE OF SIGHT @ 35 MPH = 415 F (CROSSES INTERSECTION AT 310 FT { s O e. 4r s 'S.ph maP/ INNOPLASTI., S.I. STOREY LUMBER CO., INC. 285 SIKE STOREY RD NW, P.O. BOX 99 GENERAL NOTES: TOLL FREE: 1-888-934-1605 L THE DETECTABLE WARRING SHALL BE PROVIDED BY TRUNCATED DOMES. :i www.tmbamer.com 2.�TH l Y M SLIP RES15 INTEAX SIRFACE COVERNC THE FULL WIDTH OF THE 4 RNP FLOOR BY 2 FOOT N LENGTH N THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERML WITH THE TRUNCATED DOMES DETECTIMILE �77!MN( WMWIG MAY BE USED WITHTHEAPPROVAL OF THE ENGINEER. O:1 3. SLOPING SIDES OF CHAS RAID MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USINGPERIJ155BLE CONSTRUCTION JOINT WITH REOIR(EO BARS. TYPE A ''. PERPENDICULAR 4. IF RAP FLOOR IS PRECAST.HOLES MUST BE PROVIDED FOR DOWEL BMS SO THAT ADJOIWMG FLARED SIDES CM RE CAST N RACE AFTER PLACEMEHJT Of - PRECAST RNP FLOOR. PRECAST CONCRETE SHALL BE CLASS A•4. 5' 3. REOIRED BARS ARE TO BE MO.5 K Or' PLACED rCENTER TO CENTER ALONG -DEPTH OF RNP FLOOR. MINIMUM12' ': BOTH SIDES OF Til RAP FLOOR, MID CONCRETE COVER Ili , i ,( 6. CURB A CLRB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RNP" L SPEEDS WOULD NOT EXCEED 10 MPH, ARE NCLlI0E0 N PAYMENT FOR CURB / CURB MID GUTTER, IDL END OF TERMINAL IS OBSTRUCTED BY AN OBJECT OR STRUCTURE OF A 5UPROJENT MASS SD AS TO PREVENT 7- CURB RAPS ARE TO BE LOCATED AS SHOWN ON THE FLANS OR AS DIRECTED TYPE B PARALLEL BY THIS ENGINEER. THEY ME TO BE PRgVIDEa AT INTERSECTIONS WWREVER ANACCESSIBLE ROUTE WITHIN THE RIGHT OF A HOHWAY FACLrtY B, AS AlRAILSNG END TERMINAL CN A GHE-WAY OR DIVIDED ROADWAY. MOF CROSSES AM? RECAROLE55 OF' WFE7FER SIDEWALK 6 E%ISTNG PROPOSED. OR NONE)9STENT. THEY MUST BE LOCATED WITFRN PEDESTRIMN CROSSWALKS REFERENCE NUMBER 651.003c, AS SHOWN ON PLANS OR AS DRECTW BY TFE ENGINEER. AND SHOULD HOT TS _ TREETGUARDTM STANDING BE LOCATED BEHO VEHICLE STOP LINES. E%STNG LIDHT POLES FRE HYDRANTS. DROP INLETS, ETC- ACCESSIBLE ROUTES PROVIDE A M:ONTW000S IANDBSTRIOTED, STAI31E. FIRM AID SLP flE56TANi PATH CON/1EGTNG MLLE ACCESSIBLE ELEMENTS OF A fAGILITY THAT CM BE APPROACHED. ENTERED �.1 MAX, y( MD USED BY PEDEST1ilIN5. ** 5 & RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE MOTS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTKN OF THE CURB OPEHIq(1 B A7 X .2" HIGHER THAN = i1wE OF PAVEMENT PUMENDICU,M TO TIE CURB. - AT'IC:IC ,SMAS AS TOP OF ClRB 9. TYPICAL CONCRETE SIDEWALK IS 4" TACH. WHEN THE ENTRNNCE RAOICOMT ANTICIPATED FIwGUREFERTTO NCE fEEAYY AVY TRUCK TYPE C TRA STANDS CG-LT.COW�EOFAL rRucK TRAFFIG)FOR caNCREre iIEPTH. PARALLEL 14 PERPENDICULAR O. WHEN CURB RAMPS ARE USED N CONJUNCTKN WI7N A SHARED USE PATH, THE MtaM1I( WIDTH SHALL BE TIE WIDTH OF THE $HARED USE PATH 11. WHEN OH ONE GRB RAP 6 PROVIDED FOR rW0 CROSSINGS (pACONAL). TRUNCATE -0 DOME C -Y A 4' x a' LANDING MEA SHALL BE PROVIDED TO MM SMV A WINEELCHAIR _,...N -4 NTp THE CROSSWALK WITHOUT GONG INTO THE TRAVELWAY. THIS 4'x 4'j O O O O O AREA EA MAY INCLUDE THE GUTTER PM. 1 9 0 0 0 0 0 0 0 0 0 0 Ole O I, - O O O O O 0 0 0 0 0 0 0 9 O 000000 000000 00 Io } 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ri 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 ( TC_B �,_9IAME ER TASETER -- 0000000 p O 00 0 0 0 0 1 VAAUBLE 4' IHNNUA _ f+ PAY CIHATS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL tvoo r CG -12 DETECTABLE WARNING SURFACE F IDDM AND BRIDGE STANDARDSN (GENERAL NOTES) KIS SHEET IOF5 iNEVISXX! DATE 203.05 6109 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDE(aING 12"x EDGE OF EXISIING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPO ED I PROPOSED ASPHALT LAYERS CONSTRUINON JOINT EXISTING ASPHALT LAYERS - _ EXISTING SUBBASE PROPOSED SUBBASE ________________ COMPACTED SUBGRA:DE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE: WITH PROPOSED ASPHALT WIUENING ':.ALTERS PROPOSED MINIMUM I I/y INCH THICK ASPHALT SURFACE COURSE <SEE NOTE 5) x MINIMUM '2 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES ANO BE APPROVED B'f THE ENGINEER, 2. THE: PAVEMENT DESIGN FOR A'S'PHALT PAVEMENT 'INDENING SHALL ME:EI OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PktEIAENT, SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF .THREE 'ORES SHALL BE `AFEN ALONG THE CENTER OF THE ADJACENT' TRAVEL LANE: TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PP:/EMERT LAYERS. THESE CORES 5HALL, BE SPACED NO MORE THAN 50D FEET AN ART, 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/p INCHES AND REPLACED WITH AN AEFHA.I_T SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLE55 WAIVED BY THE ENGINEER. 5, THE ENGINEER MAY REQUIRE THE M!'WNG DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHEV'E AN ACrEPTABIE PAWENT CR6S5-SLOPE AND EFFECTIVE SURFACE DRAINAGE, 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL HE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER, 7. FIRM. TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE R-',CU2EMENTS OF SECTION 315.05HH OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS ;HALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN AGCORDANCE WITH THE REOUREMENT5 CF 5ECTION 315,07(0 OF THE SPECIFICATIONS. CA ASPHALT PAVEMENT WIDENING SPEFERENTCE I9N REV H/D1 FOR WIDENING SUBJECT TO TRAFFIC 305 77,7 _ VAGINA DEPARTMENT OF TRANSPORTATION 313 5' am 1'-6" 2' A PERMISSIBLE 'I CONSTRUCTION JOINT_\ -(A5 DOWEL. 8^ LONG a 12" C•C , 4 b AX B TYPICAL DESIGN u Ax TRE INCUNCATE DO A A SEE SHEET 1 OF 5 FOR DETAILS g•- .• 4-x1 ._ 6' BACK OFCJ1F+0 12.1 MAX. 4&I MAX. 2'� 20"AE�TYPE A WITH BUFFER STRIP MN. SECTION A -A ������------PPPPPPEEEEEERRRRRRMSSIBLE ` CO"TRUCTON 14 SECTION B-8 NOTIES. 4 FOR GENERAL NOTES ON THE DETECTABLE WARW40 SUWACE,SEE SHEET IOF 5 - TNS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIOEWALK. LANDING ALTERATIONS (4' WIDE) REQUIRED AT TOP OF ORB RNP. MIMMUA CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCT)NN, 6 FEET FOR ALTERATIONS. A 4' SOUARE LANDING A 4' SOIARE LANDING y Y AREA OUTSIDE OF AREA OUTSIDE OF �� �� AY SHALL BEAPROVIDED WIVELWAY THIN BE PROWVIDED WITHIN �' (A CROSSWTHE ALK NEA. CROSSWALK AREA. N Y JYJ �W V Q CR OSSWIK 0 0 TYPICAL PLACEMENT TYPICAL PLACEMENT (I AT INTERSECTION AT INTERSECTION U CROSSWALK OSSWALK WITHINCROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION CG -12 DETECTABLE WARNING SURFACE tvoM S REFERENCE ROAD AND IRDpGE STNUM0.5 103 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF s 502 VIRGINIA DEPARTMENT OF TRANSPORTATION I 4/09 203.06 2 COATS OF TRAFFIC PA 4'N WIDE BLUE PAINTED LINES HANDICAP SYMBOL NOT TO SCALE CG -12 A M 5' ITdN -5 DOWELS. 8" LONG �I PERML551H-E ti' �„ AT Ti" C -CS' MN. JOINT rhl MAX. T FAN 1211 MAX - f I 8 12'1 MAX i WITH BUFFER STRIP RAW RAMP SUN JP (SEE TABLE) A (SEE TABLE) 1v ' TRUNCATED DOMES 12'11 MAXIM. TARN SEE SHEET I OF S FOR DETAILS --'' SH�*IN MAUCH FACE OF ROADWAY CURB WITH BUFFER STRIP 11- BACK OF CURB 413 : 1 M 201 48 ,TMA � yMN 12.1 A�Ax.- 'L 2 uIN SECTION A -A � I PERMISSIBLE WITHOUT BUFFER STRIP � �-. ( CNOSSWALK CONSTRUICTION N JOINT _ t CROSSWALK SECTION B -B k~ A 4'SWNE LINA NC NEA �PA TMR,aeaT��mLp"�Y CROSSWALKS. K iARRU NOTES FOR GENERAL NOTES ON THE DETECTABLE GUMMING SURFACE, TYPICAL SHEET tt)F S. PLACEMENT THE REOWREO LENGTH OF A PARALLEL RMP AT INTERSECTION IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. WiTHIN CROSSWALK CUM TIIUFF TYPE B PARALLEL 7 wwwsrnP ax APPLICATION IL ROADWAY (RAGE MNNUM RNP LENGTH y,a DIAGONAL PLACEMENT IN PERCENT IN FEET b•• culla a• CURB 0 4 6 sN 2 s a 4 a 2 OUr90[ iX 1FnOM W FA17 A A 4 -SPARE LMON. MEA "� �,p\\OUTSIGE OF TRAVD-WAY 5 10 10 rA "' T \ \\ SHALL IN PROVIDED FOR SW 6 16 Is WITH BUFFER STRIP �10f5'""'�"' \ ""Swit. "THIN,PERK�MARKED AK CROSSWALK AREA. ROAD ANo R° STANDARDS CG -12 DETECTABLE WARNING SURFACE REFERENCEO" SHEET 3 OF 5 REYLaON DATE TYPE B (PARALLEL) APPLICATION Z 203.07 4109 VIRGINIA DEPARTMENT OF TRANSPORTATION R7-8 HANDICAP PARKING SIGN 11-411 (12°x18") R7 -8A SIGN AS NEEDED 1011 6" BOLLARD WITH BLUE BOLLARD 11-101, COVER GROUND SURFACE RESERVED PARKING VAN ACCESSIBLE 7' MAX. PENALTY $1004500 TOW -AWAY ZONE I 4' MIN 4'-0" 1.5' (21 @ ENTRANCES) , TYP. NOTE: SIGNS MAY BE PLACED ON ONE BLANK, ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES TYPICAL HANDICAP PARKING SIGN NOT TO SCALE TWO COATS WHITE REFLECTIVE TRAFFIC PAINT LUMBER COMPANY, ING, S.I. STOREY LUMBER CO„ INC. 285 SiKE STOREY RD NW, RO, BOX 99 ARMUCHEE, GA 30105-0099 TOLL FREE; '1-888-934-1005 PHONE. (706) 234-1605 FAX.(706)235-8132 WWW,(tmbarriel`,COm TOP OF SLOPE TVP. RAIL SECTION EDGE OF PAVEMENT B' SPACING (TYPICAL) FRONT ELEVATION I t I i v L_ -J _ P(DST CONNECTION T7'P, GUARDRAI CROS:: SECTK N NOT TO SCALE 1:.j SLOP-- OR FLATTER NTEE NOT TO SCALE 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3, IF TOP OF SLOPE IS CLOSER THAN 24" INCREASE POST LENGTH TO 7'. 4. DRIVE POSTS OR AUGER, BACKFILL WITH NATIVE SOIL AND COMPACT EVERY 12', 5, ALL TIMBER Al S4S SOUTHERN PINE, PRESSURE TREATED; AWPA 14, WOOD FOR USE IN HWY, CONSTR, 6, TYP.POST: 8"XIS"X6 - TYP.RAIL:4'X12"X1V111z 7, FASTENERS; ASTM A307; A242; F436 TYPE 3; A563 DH3, 8. TIMBARWER-SPLICE PLATE $P'_ATEWASHER ASTM-A5W, 9, UNDER EACH BOLT HEAD ON FACE OF RAIL INSTALL ONE 7,8' WASHER IC, REFER T6 DRAWINGS 551-003b OR 651.W3c FOR TERMINAL DETAILS 11. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT r.wA,CAD4gIaI;;,w.gti9n v REFERENCE NUMBcR 651.003, TIMBARRIER TM STREETGUARD!M ROADWA'YAND STREET APPLICATIONS (21MPH MAX,) 5 61-003 ��` PROTECTED BY COPYRIGHT&* 2011 CADoehaliaxan LTD BACK OF CURB i • TYPE 2, WORD 25.433 sq. ft NOTE: 1 11 FOR THE STOP BAR LOCATED AT THE END OF THE DRiVE THROUGH, THE 21 STOP BAR MUST BE EXTENDED ACROSS THE ENTIRE LANE AS SHOWN IN THE DIAGRAM BELOW AND ON SHEET CS -101. STOP BAR DETAIL NOT TO SCALE f. CENTERLINE OF DRIVEWAY i WHiTE TRAFFIC PAINT! JI 5 ff. 2 COATS I TYPICAL CROSSWALK DETAIL NOT TO SCALE LINE OF SIGHT @ 35 MPH = 415 F (CROSSES INTERSECTION AT 310 FT { s O e. 4r s 'S.ph maP/ INNOPLASTI., S.I. STOREY LUMBER CO., INC. 285 SIKE STOREY RD NW, P.O. BOX 99 ARMUCHEE, GA 30105-0099 TOLL FREE: 1-888-934-1605 �+� PHONE: (706) 234-1605 ��.tY� "�±� FAX: (706)235-8132 :i www.tmbamer.com LUMBER COMPANY, INC. D.B. 1317 PG. 75 .......... _m.... __._...... ..., ..,,,, ,... .,..__.... .....,...__.. AAAA.. _.._ ...-...-_ .W__-_-. LSSA.,. ._. AAAA,.- .� ,.,. �TOP OfSLOPE BEGIN STANDARD BEGIN STANDING BARRIER TERMINAL N 435 PG. 171 ALAI. _.. _..._..__.. _ �. ..__....... _ALAS.. .._._.... _..._-....,... - ___.,.,,....._ .......,,._.,___,. ....._...... ............, ,.....,.....-,. ,......... .....____.__ ,...__,,.,,..,.,. .., AAAA... AAAA __._ __ALAS - .._ALAS _ .. _... .SALLA _........ AAAA... _ _. _. ALAS_.. AAAA_. ._. -. _... ___ TVP. RAIL SECTION v EFDGE OF PAVEMENT w ALAS----......._ .........__._... . _.. .SSSS'_„SSSS,,. .__........._. SSSS. ................ _.._..___ ..._...... ......._ _ ALAS__ _ ................. ..., .. SALSA_. _. _... _..__._. '" ---. ,.SASS ....... _._. _____.... .. ............... ._............... ... ......,...._._.... ..,_... _ ,. .. _. __SALSA .._. ALAS_. _. L ... - l 11 I f 11 1 1 I I I 1 I I I I I I I I I 1 1 I I i t 7 1 i j LJ 1__( LJ LJ LJ E. W SPACING (TYPICAL) FRONT ELEVAT ION I. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2, DO NOT SCALE DRAWINGS, 3, REFER TO DRAWING 651,003 FOR MATERIAL SPECIFICATIONS AND CONNECTION DETAIL. 4. THIS TERMINAL MAY ONLY BE UTILIZED AS FOLLOWS OR AS OTHERWISE DIRECTED BY THE ARCHITECT OR ENGINEER. A. AS AN APPROACH TERMINAL ORAS A TRAILING TERMINAL ON TWO WAY UNDIVIDED ROADWAYS WHEN: L SPEEDS WOULD NOT EXCEED 10 MPH, II. BURIED IN BACK -SLOPE. IDL END OF TERMINAL IS OBSTRUCTED BY AN OBJECT OR STRUCTURE OF A 5UPROJENT MASS SD AS TO PREVENT A VEHICLE FROM COMING INTO CONTACT IT. IV, IT IS LOCATED A SUFFICIENT DISTANCE FROM THE ROADWAYS SO THAT A VEHICLE COULD NOT COME INTO CONTACT WITH THE END OF THE TERMINAL, B, AS AlRAILSNG END TERMINAL CN A GHE-WAY OR DIVIDED ROADWAY. 5- CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT WAw.CADdelaita,axonfo REFERENCE NUMBER 651.003c, TIMBARRIER TM TS _ TREETGUARDTM STANDING 631 (W3c www,GADdetails.com Plastic Parking Blocks In, Z01 .�p �A .s GRAPHIC SCALE IN FEET 0 20 40 80 1'N pharmacy NORTHERN 11,9045 SF it Xv, zn2w KiM1%;;;yjr)))Horn CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: _.._.............................__'__.....,_.., tj _...._...,,.. ._...__._. AAAA. ...,... ... SALLA _.. D.B. 1317 PG. 75 .......... _m.... __._...... ..., ..,,,, ,... .,..__.... .....,...__.. AAAA.. _.._ ...-...-_ .W__-_-. LSSA.,. ._. AAAA,.- .� ,.,. ._..",D.B. ... AAAA. .._ .._ ... ... _._. AAAA._ _ i� 435 PG. 171 ALAI. _.. _..._..__.. _ �. ..__....... _ALAS.. .._._.... _..._-....,... - ___.,.,,....._ .......,,._.,___,. ....._...... ............, ,.....,.....-,. ,......... .....____.__ ,...__,,.,,..,.,. .., AAAA... AAAA __._ __ALAS - .._ALAS _ .. _... .SALLA _........ AAAA... _ _. _. ALAS_.. AAAA_. ._. -. _... ___ _ _ ..,.,. __ .� .'_-__ __..._....._. _.-.....,._...._........._._.._......._... ALAS----......._ .........__._... . _.. .SSSS'_„SSSS,,. .__........._. SSSS. ................ _.._..___ ..._...... ......._ _ ALAS__ _ ................. ..., .. SALSA_. _. _... _..__._. '" ---. ,.SASS ....... _._. _____.... .. ............... ._............... ... ......,...._._.... ..,_... _ ,. .. _. __SALSA .._. ALAS_. _. L ... - _ , ., ...,.. .cslxe;: AAAA .......... _......._....... ... __„ _ ..,...,...,.,.._ . ,..,,.....__. _ . _ ___ . ALAS ._ .._. . __ ., ._ ., _ . .___ _,. __._,_.... �_._.. _.,. -.- SASS. _.�__ .. __�� ...,,.. _._. ._ALAS ...... _ � __ _ _-__ -._,__ .._ -_,_. �..,___. SALLA__ SALLA.. ,_ .,�,_ AAAA_ . __. -_ AAAA _. _._ _. SALSA, _ ,,._. . _ _._ _.,,, _, .. _,__ ., �,_ .. ...__ M. SSSS 1'N pharmacy NORTHERN 11,9045 SF it Xv, zn2w KiM1%;;;yjr)))Horn CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CiTY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 [ SEALS RYA PERKINS LIC. No. 046565 ai bNA'L REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: CONSTRUCTION DETAILS SHEETU N MBER: i C 1 COMMENTS: 7114 T T E TERZIOTTI ENGINEERING pc CONSULTING STRUCTURAL & ARCHITECTURAL ENGINEERS P.Oi BOX 2 ORANGEVIRGINIA 22960 PH/FAX '(W) 672-1245 A Cr 0 NG WALL 5FTCIfICATION: DF1s to is p1B.-ed on II.0 al auogjtodc Or fill prepared undo- tirla of B Gootchnical 5u],W,5. Lo befir In end fi-e o: dors 15, q v_ltic-r, > to be planed urloo, Yrle 5UpCr1A&0lI of the Geot,_crnr,,oA ff,lopn,2e,, of P,ecorc, 0 (,,ot,,ch,cal K"Fort prove ted by ff,5 dal,,_ 1 ApF,I 101, 20 15 NtId on Iat6r "'o"i )o, -,,I telov,) < Li A_j 3o[, - 24 dc,3. �,�ej F,)r ,o!l t,ni5 of FW-2) til �(mx (10 vett<ej,th (Kp) = 2.410 ((15,J [I,, late al of A i,apir5t ­&mjrmoa vB11 eI'f 0231-mli CII J God[hClell, Of earth Iro5s(Jl'o, t<, = 0,45 (P,ov,,J,­ by EC5 April 14, 201C Lj 0 i (D ry vrnjht of backfill = I 15 pct it 31 111 1 0j; - (J� LLJ C) A, > "'th for 5 jr,,Af 0 27G, pct JOB NO; 15020 )�Jfrnlellt of frictron for 5ecl On # 1 074G by LCA d,,il ecj. 4f! Q20 f 5.) Or ,"I tc,. bo C; , Lm r Foy tl hyIO,") Urbwy fil,n, FHnc s by AD5. PIBc,61� aio3t th� Wx, fI f HI_-, r. j ;;F l�l KkA,2 an Irl tore, -4in;,H�j %u,, I FVr' I pv,lth tt. 1 12" col of VDO 1957 up to 24' b6oj tofo of wall. 5ei,Br-jtE� )-r�1,r;l 110II un I'. 5cuIf—cl _�u,l C:s I 1-7 ijr,Bv& 2JI fl,l Wltil 1,,;I-5tFrCtLJ1' I hlte,­ fit-, 'r_ Alhe,e for zh,� Lop 24' oY ba.:, fl .an �,e to(,ui ,qarafc:el hom the #5 wit I, U) "Ill 'iliac ;al,, c ah�# 57,jr,Bvel or Lop a,,,l �tl fill to of on-51te d'--avate-d cl t Irl I +s LvIL) or lnor,. q,ji,jI,v o, arpvoved j!rn.1tc. PkimrunI-jitic_i! sdz:: S11,11 < 'A/ilfi,_ ­,. ,Brlcj, m.proft­j or -.clil "'ed, S110,10 to hil:5 nc.,. 6 the iri Afy fill p[LIced N,,ri,n,j ",11 not f"', ..a.. -.:o - I fia"'i of,�,a[:Cd ­fu'F'm,_,nt sho,,1,J ,,o Octwc­l, thO 2 scall 5Lco-15. ,,j5 are to be P!ac­l - ----- 00140m, ig 311 of A 301 -10, roc 5truistwai Corcict(_ for to bo 300l0 p- , for, fooL,TizNEarth '5 1, - _j fport url brir�LD v� chair-, al, 4' -t rvNis. Unfe.L,_ j��.d �,� I,j,rID for footNIq,­ po,tlforujl,� b� -J,N,!�! (30: �pkn� Lnjlrh � 57 dui,l��t�r-,. rn�x 1, I_mlo. fTO.i.1c ,ovol for as fcllow5: Footillj bottom E315 ?", of aid bottcm covor. I cotin--j Fop 2" top cov„f end 3" . jdo �ovl_ Stent r. of eiaIolrij io,I Ioil r uannye tfo title o -i VDL)T FoninIrilznl, L�aHumcnt. ,�Lp,LTN Ox, 'oy.A for h­,n�-�o-,.;jiicr�qc iaittaOimcnf5c, b2 Bosnian � ttarriafd 51:0(-: #3u!:i Uov_,tji! 5io5 oo�ite,d Ot S0, ("C' vlt� tinles-feel V,rtical ly �Itt I I , o. C. Col.ar omt,5 to _-� filled be[ovr cyado. Frcvl�,(� /�,` vv_�F­ _��(;lvc,, �jra, 1�, @ 24" r_r. . in brtc<. with ovricir for, i!d "I'o /IF/ NF'OCCd-ro(�r r,�yplcarnrce, arid g I" i C�,- -2 ou Giflo frrzliju 1 CeOlod02d'J re CI vG 5 lo rIj I,iimu , e, ol!, srd out of vall cover 1,, fact a.lUt 12`x 12 riiojveo ii—ii vitt4o 1s " 1"1I1631 Q I FOUNDATION PLAN 1.S ji SCALE, i2.0i C, I ",:I '[U Pt. , -\I; o�_ , a——, !I ii,wA I rtr, %l I;rl 'I I I o I RW:111 (ji, t, -S 1-1 1 Fc)i 'Y,��)'S r�, �,,A i -WIT "Z' 0AR5 TO MATCH FOOTING IdEffiF. 5FE- F:OOTIW. SCHEDULE FOR REW LAP 5FLICE (TTF] LS x H MIN (�TYFIr,AL FOOTINGSTEM "N2 No SCALE YY ExpM5104 JONT IN BRI61" FILL JOINT PREMOLDEP NEOPRENE OR FOAM FAD AND 5 A SACKER ROD AND 5EALENT Y' ExIIAN51ON WNT IN BRICK (U.N.O.), FILL Yl EXPANSION JOINT IN BRICK WAO). FIC:. JOINT/ PREWLDE12 NEOPRENE OR FOAM PAP JONT n/ PRE�LP50 NEO-RENE OF, FOAM AID SEAL 1 5BLrEK ROD AND 5FALERT FAV AND SEAL BI f3,%CKFR ROD AND EFALENT ��,x,l , PEE- fORIxE JOINT n EXT FACE eAr<FR ROD AND 51EALMT 7 7 POTH 5ioF5 AND TOP or FILLER 'All iNT r ER EX-EKx EVERY OTHER HORIZ, EAR THRJJOINT5/4 X rl hIPIJOE WALL CONTROL JOINT, WALL EXPANSION HALL C,0N5TKXTi0 DETAIL JOINT, (E.J.) DETAIL JOINT, (O -J) DETAIL NOTE.. CONTRACTOR MAY U5F CONSTRUCTION JOINT OR CONTROL JOINT AT LOCATIONS DE5161NATED 5 AALL. JOINT PETAIL5 52 No sc� �2REINFOROL-Mr::NT - RN -1 K9T uI li r` _�7 �-, — — P 7,- - - - ..... ...... .... . . . ...................... .... ... — — — -- — — — — — — — z - — — - - — — --- — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — -----— — — — — — I— — — -- — — --------------- — _j ---------f— — — — — — — — -- 1 o., i 7 v. FlF, H TAll-S T-_ L-- ---- ---- --------------------- /­IFOLDED OUT ELEVATION WATE CHECKED Fit rpt- SHEET NO. Is — I OF ."- SHEETS r -Ir E 7�< TERZIOTTI IENGINEERING pc CONSULTING $TRUCIURAL ft ARCKWUM ENGINEERS P.O. BOX 2 ORANGE, VIRGINIA 22960 [PH/FAX (W) 672-1245 IOr E 3: 0 � [y .7' Q LJ J _j > < ry (/) I-- EBJ I— 1-__ LL Li LL 0 j 0 LLJ U > V) 0 Ica no: 15c2e V) _J U) u� STMW. BI _0 TER71OR 51<04NAL . 4\ DATES: 'I I CHECKED F( SHFFFT NO. Is TERZIOTTI ENGINE.ERING, P.C. PO 131)IN 2 ORAN(;E, NA 2Z960 PHONE(540)6721-1245 ('LIUNrl': LLS Mid -Atlantic, LLC DA'111': November 10, 2015 Revisioit? 1: 04,19.2016 PROJI,kTINUMBER 15020 PHOJUkT; Litigineuring for Site Retaining Wall Seminole Trail & Hit) Road Albemarle County, VA SiteRemiuh! , llpqes Site Retaiiiing J4itd1Di:signRW2:13/awes ,),igllvtl and Scaled: NOTE: RETAINING WALL PLANS ARE PROVIDED FOR REFERENCE ONLY. j t5 -,t Current Date: 4;1SQ0`iF3:45 PM Unix ityatern: EnQLj5h :-File nern.: CAU, 5 I�OE G,IH n U11S.Fislai, j L, maij [H13 F­- GIN-rcIlt Date: 4!IW")I6 3:26 PW., Units system: English File Berm: Reraininq s41 RW-1,rtw' Design Results Retaining wall GENERAL, INFORMATION: Desic,t Curie AL. 316-2011 "MI type "art6i'ver tl7ft: T.- 4 ft O.,92f( Solt Force p -O", Til Ht DRIVE, SUITE 300 Fill Kvi, Ll No 4,60 ------------- '44 FIO kot,i:nad hu, fit I I ..1 Hi"N'Br elope. fli*jW Hiltnett snd Hf 0,00 [ff 11 ti0I I 2.6" Ifil W. I,'(,y 0—tripti." U.W. Saturated U.M. plat 0 Friction K. III, tort IN,;4th Ill IX;f,i-t3j f; L,1237 Il IU$4121 V.,lll2ril 1 00Ila Ij , 0 012 1 -1 5,00 1111 C.iNj lcj.80 1.17 fill 0,12 ..... ...... ... 3:Sb 24.00 G.lji- 0.0(: ---- -------- C.60 ------- 0 91 Loads Stern tIll nrmber I ji"'i-tifoi I. Bit Block Thickness Stem il"Jal load G)"', m.t.d.1 it'll ry pome Load conditions mo,vic,it ----------- C j-130 [fl( Service Load ComlOinadons; - HIC"A hOlzortal Noll p1lies,11B (Pah) ----------------- 2,51 3'& DO 1updon 31 - of -'H lZrIl 1,(, Z.00 jK:pPm2j Strength Ueliian Load Combinations; KBO jKip;;n2j ELssN,Ny:pQOuJ5 R1 - I 2LO_l,1.6H UnitO'li, t, ;OZ� Steel I einfol-Berit,N)t be": Pagel Slam f,oO cf".r b.,e f --o— fbdxu earn RroJb) os.ri"O"I i;n'O ci 73 Round i"t LOTi9th, to 1.0f) lir,l Element 9j4O sp-Liq P Be Axis Dist( DL,J2 N.Liki rlook2 [NI Iftj Heel # 8 f 0 F., r 1 .----_ 2 ------- 4. /F YOO --------- Stem 96, 1. 00 Ins _l, u 2 7.7 Yes 0' SIlLem kz 48 01J ---- - - — ------ ----------- ---- lia, 3 _0.9? 4(fc ------- -------- y 10 ------------------- No Element Diameter L is Ldh L, Splice L. tonal [in] lfce[ "A" 43.0 12,00 ---------_-- 50.00 1" 12 U0 SlumNe 'n, Q - - - ------ ---------- ------------ "u") ft'l—tinel ELent.ilt Diameter Nr pi,.in.. ---- ----------- __-_111_-- .......... Bil, 4 SIO., YI6 5 ........ ... . .... ...... Page-? Ti Of Force p -O", Til Ht DRIVE, SUITE 300 Fill Kvi, Ll No 4,60 ------------- '44 FIO kot,i:nad hu, fit I I ..1 8 00 071 fli*jW Hiltnett snd Hf 0,00 [ff as lopIn Ut 2.6" Ifil W. I,'(,y ye -,i K,t,, idlh K,, I I, If 'I K "! I l', f) r. t K, t 3.415 ftt! III, tort IN,;4th Ill 1.0( (fit Lott ill ,Mkt l"5 I I 1.17 [til H.Unim kr ength Btl 1 00Ila Ij , 0 Lot - heel length Dril 5,00 1111 Held IhxBk,1O. Hit 1.17 fill C ..... ...... ... 3:Sb ,-Wm tific llies,i at btaso Ett 12 1rl' finj 0 91 1 ir) Stern tIll nrmber I ji"'i-tifoi I. Bit Block Thickness Height m.t.d.1 it'll ry pome Distance mo,vic,it ----------- C j-130 [fl( Materials - HIC"A hOlzortal Noll p1lies,11B (Pah) ----------------- 2,51 3'& DO 1updon 'J -W) lZrIl 1,(, Z.00 jK:pPm2j :>,uJ, fy KBO jKip;;n2j ELssN,Ny:pQOuJ5 4122,02 jKlpi, UnitO'li, t, ;OZ� Pagel As u+�tlun- Acil,e f a e. coLculannr-i(thou pleollul'o forte ni 0 AlILId "'pollOnt for lo, lid"iq ll-, . 'rhea u'uofur;er I r I .nil Ise,, s cool h>f L.eunr;!1 F,QA,j,pNI JnzJ,;n'L"B,q,jaTslB RESULTS: CaiculuUon of resistinq forces fluid pressure; Force p -O", moment DRIVE, SUITE 300 MIDLOTHIAN, VA Ll No 4,60 ------------- '44 FIO '20-70 W6-�:ht of Slop -d adover Leel (V,12) 0,28 PagO NORTHERN 11,945 SF RIGHT CHAMFER DRIVE-THRU STORE NUMBER: 10746 SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE: NEW STORE DEAL TYPE FFS CS PROJECT NUMBER: 86047 ENGINEER: Kimley»>Horn CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: Force Distonce moment DRIVE, SUITE 300 MIDLOTHIAN, VA BnIr or BOO over huef IWI) 4,60 ------------- '44 FIO '20-70 W6-�:ht of Slop -d adover Leel (V,12) 0,28 5.33Awe,p ­ tuf 'I Over Joe (",M) 0.1? 0.50 Sten- wii,,Pub (4V7) 1.20 1 50 1,22 TIio Kcyv,aqltN (IN10) Ij , 0 0, 3tOn, B -If Iliad (OL) ...... ..... . I) 32 lol'i ..... ...... ... 3:Sb To, i�l;l14*;,,I,,I "A jN,_1l,;_I,r, 0 91 1 ir) 1.62, I ji"'i-tifoi I. Bit oil of �dpstlbffi� farle> De,ciriptiol, pome Distance mo,vic,it ----------- [Kipl [fl( (Kip'ftj - HIC"A hOlzortal Noll p1lies,11B (Pah) ----------------- 2,51 3'& A 68 PagO NORTHERN 11,945 SF RIGHT CHAMFER DRIVE-THRU STORE NUMBER: 10746 SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE: NEW STORE DEAL TYPE FFS CS PROJECT NUMBER: 86047 ENGINEER: Kimley»>Horn CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 I _SE A -L -. REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: RETAINING WALL DESIGN SHEET NUMBER: COMMENTS: GS -502 e [i+Pa 14,00 O'.00 0.oa -a.97 ,., ti1;,7 0.(7a t).Ou !).ti;; __ .._ 0.1 630`1% 14.00 (.40O �1;; -n.31 0.716 O.t11) 0.00 C .)O 11.00 Mult4'mn) 8 70% 14,00 O.00 0.21 5.37 5.37 0,00 I!,t.,J OfiU 0.007 -- -. 4.Ofi ti rl a 14.00 0.r't7 (7 1 t .,.::c Lund r.,r. 4max ya tiod pros 0 0 fl, DO 0A0 .. ., i! Oi' 10 Q01O 14.00 0 110 0.015 -5 ,7 >.3T t CD 0 L I L CO 0,00 „ .... 0.01 11 1 Dly, 14,00 0.00 0200 5,37 5.37 i CO 0,01D (10t, 0.00 ... -. 000 C 0"r,: 141(0(1 0.00 2.35 5.17 51:337 D.Ot) f, (A 1) DO 0;711 49az!nutn d10u r r. sp 1c119 t+aP.Y.e 1101. 1 I u.),i ti j NOTE: RETAINING WALL PLANS ARE PROVIDED FOR REFERENCE ONLY. al nal s[ability vu Vc ° x J, IKipj (Kiel 7,gT 777 l% :111{n.vall afCylr U f 3 y HAD 70.84 0.26 2 10% 2.5E 14A0 f Il.sv t( of,ty f r f l'r hair l 0.24 W,84 Mult4'mn) 10.411 84 1.50 , :fit., RtN1.Ei 1.4.46 i3cn lli.ty t;u:tr r 1' r - ;1 Ilr -;; � 1f i-„ 1.70 ?a,4e -0:1,134 1.(;ii 13,3➢ 7.46 .,.::c Lund r.,r. 4max ya tiod pros Rm OTM 0v0rt- '13.57 Ris F Slid F Slid. Daft [I bift2j 1;2,0121 EF tKip'a]iip`ff) 14 116 5F sd'Y IKipl p ,r (int ..>: 2.&'172 ?S0t 00 1.1!3 20.311 893 3',_, -r'S9 9.04'. 0:-4 4 'j01 F, i}. fiC3 0,CO Bending and Shear ncr element -3.91 7:3.32 0.00 0.03 50;5 J.7u 14.17 10:35 5 -101,1„ 8.63 Element: Tae .:-17 -3,9 t 1.1:61 D, G0 004 U, DD 1771 is .09 0.12 Station d Mu(Kiplhj 0,(:07 y'Mn[Kip'ttj A9rcl ';4121 Asprov pn2; sb tin] mul(ylon) Nr. Dist lin; neg p0= nag pas a -t int ':xt nt ext mit 0, DO 0.01) 1.06 __.__._ _1Y-67 5.37 - i-CO 1.LO _-.. ,h _--__--.._-__._---,__,__.._..__-._1.. OfQ 8QQ - 4D,U -- a,2 10 to "100 02:i 2.15 ; 0.0 0.00 U.?6 0.00 -- 0.22 u 20"0 94.00 0.00 09.1 -11,66 5.:37 0.00 0.00 17.25 DAO 1u.h0 -- 0.7 ti 4 30"0 14,11,U 1d00 0,73 -11 77 513! 0,010 0.00 (1 124 0.00 1n, O0 0.1'71 _ 1096 i4.0) 0.00 0.6.1 -7 U.8f) 1;:37 0,00 O,C) --_. OmO 1.3.00 - O.i{) lJl 147. 1 4.17 Ob.:} fUO „22 O.(i) I tU v0% 1e.;i0 0 -UJ 0.2'1 -MI; ..".',? 0+,'.r} 0,00 0-!l i)!JU stem transverse reinforcement: 14.0:) Q, Oil ',A i -oa 20 `i.:3�<' fJ.t;O G,[20O,Lil 0-ul) 13 �.Y„ 14.00 0,0 0.06 5.31 ,11.;11 01.06) u.a0 0,00 0.00 .. ... G.UI li) 941';1, 14.61.) II -,CO 0i?L 8.31 35 7 0,00 0.00 0.00 (1,0!01 0.29 f 2 (iU 11 10056 106,2 1100 £7.00 5,:37 6.37 0,00 CL00 1) 00 0 00 .. .. O.f)t) G 4'- 14.00 0,n ".46 I2631 5.37 0.00 IM)O 0,_'7 ,100 18100 -- 027 f41a%i.nUm rl'oi,.�d pts, n1) t?alv.mo, aar-r 18,00 [cif Base transverse reinforcement Tup toinfamernorit 61,29 (;021 Bc!tonl refntc centar't "J"D 11,121 Minnow' shmikU3e and ten:peralt:ra rein(aa:e)nent ,).?4 [in21 Station vu Vc ° x J, IKipj (Kiel 7,gT 777 l% i O°.6 y HAD 70.84 0.26 2 10% 2.5E 14A0 1"1"04 0.24 W,84 Station vu Vc 0,Vn vu1(q`vo) b)r. Dat IKipj (Kiel 10.46; l% i O°.6 2.30 HAD 70.84 0.26 2 10% 2.5E 14A0 1"1"04 0.24 W,84 Mult4'mn) 10.411 84 0,21 , :fit., 0..04 1.4.46 10:84 0.1 �) .v.. 1.70 ?a,4e -0:1,134 0.7,1 13,3➢ 7.46 .,.::c 1')£714 CA station (U:1 Vu Vc 104E Di,t (K;rl (Kiel 10.46; l% 0,110 1347 i 10tu 0.18 13A7 3 ""a -',4 O.F.= 13 97 W,84 Mult4'mn) 10.411 fir[i 5 40fc, 1.19 13.97 6 '50°i: 1.29 a'i :,It 7 605.z I,"7 13,3➢ 5 70'3'. 1 13 13.11 000 fi"; 0. N`.. '13.57 i•D 1:4612 0.50 11w -i i .__.__-__........-.__._,-..--..-.-,._....._.._____,__,,,__--. 100% 0.00 14 116 C sd'Y 1.30 10.37 HEEL.: );ayruma Vu- paged c5°vn Vu7(n`Vn} f�71U1.8 1048 (U:1 10.4E 0,02 104E 11.6,0 WAS 17.01 10.46; multo,W) i OAF, :i. 12 0.48 0.12 011,43 0 17 16.4E 0 nz; I g+45 0.05 W,84 Mult4'mn) 10.411 fir[i Element" Stem {Bioctr It d MujKp-R( 'Mn(Kip'Rj Asrey'n2] vul(yi'vn) Asproa "Irr tao,cru and Ioif it-'I)n 11303 is---r,l eft ri i, fit,.,i (Ni7„t '.,Na l(,}.tirt 1117:e.S illii r3Ai:f'.r164;sana,",,1 0 sb(inf multo,W) Nf, Dist 51a6on d Mu,/,:',;,-f;f fill; ail'M"lK'Vftj L( Asreq [ir<",J inl Asp-fn2 Int a :'4'1 Mult4'mn) Nr, dist .t< t fir[i h' .....,. nag Fes ext Int ext , ':i tt a'i :,It (Kipl 1 f,"'u ci.03 1,UC Q,:21 _.<A 1-'>,72 0.0) iv, t3 000 fi"; M, '4proni = Wall 1-0mpreSsion pra,isure on soil. 8.03 i .00 7 1)F -3,01 14.3'1 U G.1 ( 13 0 UO 7:10 I J OD L .5-.3 .. 20% '0.6 3 0.00 3.90 5,94 b4A6 0,C0 t 09 0.0,0 -r'S9 13.11? 0:-4 4 'j01 F, i}. fiC3 0,CO 2.34 -3.91 7:3.32 0.00 0.03 50;5 J.7u 14.17 10:35 5 -101,1„ 8.63 600 .:-17 -3,9 t 1.1:61 D, G0 004 U, DD 1771 is .09 0.12 Ci 50-2 6.63 0,(:07 0.815 -',i91 11.131 (1, OJ 0.02 0.00 -0.,'9 I�u:J 0.022 7 u0% 6.03 (J.(;%) 04.1 -3,9H 1;!)'1 0.00 0.01 0, DO 0:29 -- 18.00 O.0'1 ti 70`AS 13.0:3 0.00 a 16 3.94 8.70 0,co ti00 D.OD 02:i ... 13"w 0,0", i3.ti;i OM 0.06 -:3,!)4 ..i;:? Il t't! O.00 Un O 0,1,1 -I:; �){; 0,0ix.613 ------------- 0.00 O,UI 7.1.01 ii 9.1 f;.i;U 0,00 D.tN' ("ilii 7:.%�I1 0,ul 71 1(J 0 12.01} 0.0:1 0AA, -1.94 3.34 1111 13.00 0.t)0 0170 .. ... t!.Gi 4 0 ti.67 000 J lJl 147. 1 0 1 V, 040 Vi 69 1..43 --- -. fvl-Illl In. al''U`„e() .if Jf. f1c. t r_l d.'GEIi i;iar, tIf w4uen Urrs ._. ..- ..__. _.-...-.. 163 l) ! [ifif _...... stem transverse reinforcement: Eixteww rOmfw,c mam 0.00[4121 Intoe rel na"I;ment 0.29 f 2 Nlminloni shrinkage and ,amp,. lure n,htGirt,eiaE%nt 0.26 11n2j page6 Diagmm-,'::v- phi'o'tl JIM F >" � b t1.Li: P-3iiY:cT:1:T."-C`,:'Tscc^rte-ccxs..r..,..Fx,r,- ".tas ''ltc ur. 40000th U',, wall scar-ir er d s;a'.fic an f hom J - y:;'_715. A llavar variato, t pray ,. fs adoptoE fur bending mikas Stu account lhi: nunimc: i i iw,,mon- f rctir5ireii by Gc;7e, ]`1t�1,1� pages page'~ 1 60% 1.1`1 74.40 10311 0. t': 8 IO I, O:iO 1,7.46 1Q, 64 006 1=1,116 EMN i, GO J o 0.00 14 46 I:1 C4 0.00 G 0% 1.A 1 14 46 1n u,( F �1 _ lTlrti.rTT cfl-Ti- -r q vu Edunient: Hoe1 Station d MujKp-R( 'Mn(Kip'Rj Asrey'n2] vul(yi'vn) Asproa "Irr tao,cru and Ioif it-'I)n 11303 is---r,l eft ri i, fit,.,i (Ni7„t '.,Na l(,}.tirt 1117:e.S illii r3Ai:f'.r164;sana,",,1 0 sb(inf multo,W) Nf, Dist jrl( (i'drl fill; nr;t) L( 4%I inl aX( Int 071,0 Ili£ t:n; hrvn in rad are nut;?, f;ompiizincc with n f;ri,vis:ion of iha rode . Station 3.58 Vu Vc 9,vn Vul(q"vn} (MO Nr, .............._ Uist (Kipl [Kif)I 1K 1)] __.___,.___-_-_-_- _. 0..00.........0. "t d Ldl: '= Dueelopnent lengih of Earn bur. f tato 6,ilr end: v,11 "ah3uuk_ it ixnJdars ihfa f dh lerl'Jti,. I O'lu 1,23 14.41, I0.85 O.IE '4proni = Wall 1-0mpreSsion pra,isure on soil. 2 iG',5 120 74.G? P7.85 t7, I I -13.65 '6.37 2G?4, Li 1 14,47 10.35 ti. 10 Masimuni cnmpressicn piessul= an Soil. 4 3011v 1'CO 13:,7 10::31 0,019 0,07 5 40Fo 0.39 14,47 10::35 :,,c3- . =Safety tact;,r, ftvi = ?esia(iny nfument, O'i'frf = Ov..ritfrniny munli.f it. t; 50;5 J.7u 14.17 10:35 OJ1; 0,29 7 609:, 0.5:0 '14.-7 10.85 01,'3 ° it aF = t'ta>(si;:a fore, Std = S ;ding force. veil = L)etletion. -11.`, 70'*:: 0.43 14 -? 00 35 01.04 ' 0.20 6+.7;', 0.03 34.47 t0.ii5 0.0 ' sb = I*ree 4i»:lar:;? 01!,;.00 k'ar'. 10 90%0- 17 14.17 10.H° O.li2 7O`s 77 100`Y, -U100 £4.47 1035 C.00 f The S"Wn at which nleirher ilaxurai stlenglh r bGuig calcai aad is v'unin fhu davH <ipmell length of a gro Jf' of bars, the 1!6.60 -"'11 to d -'e 0.13 0.00 -_G___._...._-_._____. ---------- ___----__-_,.______. 30^-b ______.___. r0ntr,b uk; bending capadi y an amcttnt prepprtlonal to their actual I anglh! their full de':elnprnent length t, G! t.'.3 14A7 10.83 0.12 O.CIO 7{}.00 _..-0.0.0.0»._.,..-._--_-_ ------------_ ------------- _.._........._. ' Asprov is ti-, provided minforcu+nom, I:unsidciin9 thia redociiun due In iho devalopnleni lung7h as descmd,od f-.oricuay pages page'~ 1 60% 1.1`1 74.40 10311 0. t': 8 IO I, O:iO 1,7.46 1Q, 64 006 1=1,116 EMN i, GO J o 0.00 14 46 I:1 C4 0.00 G 0% 1.A 1 14 46 1n u,( F �1 _ lTlrti.rTT cfl-Ti- -r q vu Edunient: Hoe1 Station d MujKp-R( 'Mn(Kip'Rj Asrey'n2] vul(yi'vn) Asproa 140.1 sb(inf multo,W) Nf, Dist jrl( (i'drl fill; nr;t) L( 4%I inl aX( Int 071,0 Ili£ t:n; 1 C' t0p;2 3.58 pt70 171,9, 5.37 003 (MO 0,29 0,00 18,00 (1 29 2 10 10 E2 -4,03 0.00 -13.65 5r37 0.08 0.00 0,29 0.00 18.00 -- 050 20'.fi 10.62 -182 0.00 -13.65 '6.37 0018 0.00 0.29 0,00 18,00 _.. 0.2.8 4 5093. 10.62 3.41 0.00 -13.65 5.3? 0,07 000 0.29 0,00 16.00 -- 0.25 540'3, 10.6»: 2.86 0.00 •1:3.ti@ U-10.06 .Pi,87 0c.1 0,29 '0,00 1£3.00 -- 0.21 G 50 , 1£,:.62 -2.24 O.n0 -11.`, 5.0+ 6,06 0.00 0.211 0,00 MOD -. 0.20 T WI, 11.62 -1.52 0..00 _g,31 S.OT 0,03 O.C,) 0,'9 0,00 18,00 -- 0.16; 7O`s 0.00 v.J2 :.37 f",c2 0.00 0.13 0.00 1!;.00 _- 0.1v 30^-b 70.6» .0.43 DAD -5.:)7 5,:"37 0,00 O.C+O O,ON- O.CIO 7{}.00 10 H0".10,15? -0,13 0+,00 -?,E.37 5.`37 O,C',t 0.00 0,03 0.00 la.00 _. Q'G, 71 100% ...____....._._.__-_ 10.62 ...............____-_-_-_....__..._______.._.___--_.-... O.CD DDD -5.37 5,57 O,CPJ 0.00 0,00 0.00 -- 0.00 u 811, 10,02 -1.C4 ---------------- 0:.10 -10.65 ------------ 5,37 - ------ 0.09 __.___.____... 0.0 0.29 - -__.._..._...-._--. 0.00 18.00 -_ 0.30 P31f3xirruni al oal.c-c 5facf g tIf w4uen Urrs 18l)O tin( page.5 .39Eh1:: 1'sarams iiu _ pi13'fiin _. -Ti 4 ilii mf l 0 Fri"r'!3 Station Vu vc fp-vn vul(yi'vn) Nr. Dist Kip) [Kit -1 l€" to d Ci1u(K:)'fi; _.0 --------- 11.:11 -- 74.5'1` ------ --- ._._._.. 0.:30 2 sh;r.i Mut(G`mn) Nr, Dist t:n; ren poi' nett pos 2u4, Lf4 i":.',14 8.;10 C.it) 1 D`io fa.00 0100 Lia 8,50 ;3-15 ti,00 0.00 0.00 -- -- 0.44 2 14"6 14.00 0,00 1.?5 -5,37 5.717 0.00 0,00 0.00 0,00 60"A "Ai 11.: , .,.50 (W; n 7011. 3..._s t 1.:L; 11.80 ti 03 4 30% 14.00 0.10 7:.:34 8..,1.+10 0'D1 710 c10vv 0.03 t1 34 8.5l'.3 000 i 1 ___ 7009E --_. 0.00 .. 11..55 .Pi,87 0 00 c 0% _ 21 b6 7':.5-1 S0 0 710 E'-f_t,€.: Eti44rani,i V, pifil'u'11 - - £ F art. Y� I�T,ipl7-(`i''j f RE Eteme?w Kay THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 Station d Ci1u(K:)'fi; g'mnKir,'fij Paimgjin21 Aeprrav;ir2j sh;r.i Mut(G`mn) Nr, Dist t:n; ren poi' nett pos ext Inl- oxi !1t e.<i n1t 1 D`io fa.00 0100 2.35 -5.57 71,37 0.ti0 ti,00 0.00 0.00 -- -- 0.44 2 14"6 14.00 0,00 1.?5 -5,37 5.717 0.00 0,00 0.00 0,00 -- 0.36 209;, 14.00 0.00 1.57 -5,37 S,s7 0.00 0,00 0.71)0 11,00 -- -- 029 4 30% 14.00 0,GD 1.11 -5,37 5,137 0.0D 0.f)4 0.00 OAO __ __ 31,23 5 40`:6 14,001 0.00 0.92 ->,3"1, 1.97 0100 0,00 0.00 0,00 __ __ 0.11 �• , n � E� I I �l ENGINEER Ki m I Pclyr))) H o r n CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 SEAL: REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: RETAINING WALL DESIGN SHEET NUMBER: CS -503 COMMENTS: 7 !c GRADING LEGEND PROPOSED CONTOUR 100 SPILLING CURB" 15871 CITY VIEW DRAINAGE STRUCTURE CALLOUT El TOP OF CURB ELEVATION TC 1000 10 BOTTOM OF WALL Bw 1000 TOP OF WALL Tw 1000 FLOWLINE ELEVATION FL 100 FINISHED SURFACE ELEVATION FS 1000 HIGH POINT ELEVATION HP 1000 GROUND ELEVATION 1000 FINISHED FLOOR ELEVATION FF 1000 MATCH EXISTING ELEVATION ME 1000 CONTRACTOR SHALL PLACE A 18"x18"x3" CONCRETE PAD AROUND CLEANOUT AT FINISHED GRADE GRADE IN ALL PAVED LOCATIONS EXTEND TOCLEANOUT ADAPTER GRADE LONG TURN TEE WYE SERVICE PIPE AS SPECIFIED PLUG MIN. GRADIENT 1/8" PER FT. TYPICAL CLEANOUT DETAIL NOT TO SCALE GRADING NOTES E VDOT STD DI -2C; L=4 FT ✓',' TOP = 496.75; INV = 492.85; H = 3.90' 3 X2 (EX.) VDOT STD DI -2C; L=4 FT TOP = 494.88; INV = 489.70; H = 5.18' STORM PIPES I 1 200 LF - 15 in CLASS I I I RCP @ 1.54% INV (IN) =492.85; INV (OUT) =489.78 f.1015 TW , I x / Tc .`� ...�• �.�.. _____ _ ....."�� _....._.. ..__ inn---_— _. . 4 499 .., t ; vn:i2 , •r ,., � ; 30 _..._... _..._. _....__ EXISTING CONDITIIONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS GRADE SEPARATED INTERCHANGE IMPROVEMENTS (PROJECT # 0029-002-901) AS CONSTRUCTION VVILL TAKE PLACE PRIOR TO THE COMMENCEMENT OF CVS CONSTRUCTION GRAPHIC SCALE IN FEET 0 10 20 40 NORTHERN 11,945 SF RIGHT CHAMFER DRIVE-THRU STORE NUMBER 10746 SEMINOLE TRAIL &RIO ROAD (NWC) ALBEMARLE COUNTY, VA, PROJECT TYPE NEW STORE DEAL TYPE FF"u CS PROJECT NUMBER 86047 ENGINEER Ki m I tewyl* H o r n CONSULTANT KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 SEAL: �C'�p�.LTH 6^ RYA PERKINS LiC. No. 046565 02.01-I( REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TITLE: GRADING PLAN SHEET NUMBER: CG -1 01 COMMENTS: V|�J��|N|� UN|�[l�k� (`�l�|N/� �Y�T�k� �/�� ,..``'....'` UNIFORM ~~~..,`~ _._.--... FOR ��/l�|0N �N� {���|k��NT [�(lNT��0| �-/`�/`�/�//v r`/��/ SEDIMENT CONTROL STD. & SPEC. MEASURE THE REBKEE COMPANY 15871 CITY VIEW PAVED CONSTRUCTION SUITE 300 ENTRANCE 3.05 23113 SILT FENCE 3.07 FAX: (804) 419-0759 INLET PROTECTION 3.337 1 SODDING I SEE SHEET CE -501 FOR DETAILS. CALLOUT E) PHASE || PROBABLE CONSTRUCTION SEQUENCE U 't� � H /- ( /�\ .-~' /, . . . ' /L�l + O. STABILIZE ALL REMAINING NON -PAVED AREAS WITH PERMANENT SEEDING /REFER TO LANDSCAPE PLAN) UPON COMPLETION OF FINE GRADING. INSTALL ___ -------- SITE __S|TE LANDSCAPING. NO EROSION CONTROL MEASURES ARE TO BE REMOVED UNTIL APPROVED BY ALBEWARLE COUNTY ENVIRONMENTAL DEPARTMENT. 7. NO NO ERO3|ON CONTROL MEASURES MAY BE REMOVED WITHOUT APPROVAL OF ------------ ---'---- -----'---- ----- -�------�- '--------------- ------- -----� THE ENVIRONMENTAL INSPECTOR FOR THE SITE. * CONTRACTOR TO COORDINATE WORK WITHIN ENTRANCE ON ROUTE 28 WITH ADJACENT PROPERTY OWNER. ENTRANCE WILL LIKELY NEED TO REMAIN OPEN AS MUCH AS POSSIBLE AND EFFORTS SHOULD BE TAKEN TO COMPLETE WORK EFFICIENTLY WITHIN THIS AREA. EXISTING CONDIT11ONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS GRADE SEPARATED INTERCHANGE IMPROVEMENTS (IPROJECT # 0029-002-901) AS CONSTRUCTION VVILL TAKE PLACE PRIOR TO THE COMMENCEMENT'OF CVS CONSTRUCTION GRAPHIC SCALE IN FEET pharmacy' NORTHERN 11,945 SF RIGHT CHAMFER D9,NE-TVAZ CS PROJECT NUMBER: 860471 I ENGINEER: Kim � CONSULTANT: � 0�|�Y-A0�N '`''.'`-`-' ''`''`'` �N� ���0[`|�T��� INC."`" '``'`'`'".'`.`_~�' ..``' 170� WILLOW | ��N �A .'`'`' `-'"`,.` `'.`' SUITE 7�� .�"..� �-"� �|/`AkJAN� V� ��7�O .`."...,.".``'' `'` '_`^^-^'" TEL /ADz1\ 673-.3882 .�� \��./ FAX /A/lz1\ 673-3980 . '`'` \`'"./ | A�V1�[lN�. �-��-_.._' A5/10/16 WATERLI�NE UPDATES DRAWING Bt RRP DATE: FEBRUARY 1` 2016 JOB NUMBER: 113001348 TlTLE: �����^���� UU ���� �� PLAN �-�������- 8� ������ SHEET NUMBER: G - 02 COMMENTS: 0 THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 | A�V1�[lN�. �-��-_.._' A5/10/16 WATERLI�NE UPDATES DRAWING Bt RRP DATE: FEBRUARY 1` 2016 JOB NUMBER: 113001348 TlTLE: �����^���� UU ���� �� PLAN �-�������- 8� ������ SHEET NUMBER: G - 02 COMMENTS: 0 512 7 THE REBKEE COMPANY 0 512 N Rainfall C0 0 504 0 0 508 EXISTING SURFACE Z) LO 508 Calculated Allowable ComputedSlot Surnped + Intercepted + (0 0)111- 0-) r- cn Station Offset co Runoff 0 Discharge -0 504 Slope Ln 0� Depress. Width �D to is 0 504 Length (100% Eff.) Spread 0 (D 04 r- 0') Flow 00 Structure rn 0 CD 00 Standard + M Coefficient 00 N 00 r 00 (cfs) a),,- + Uj 00 (cfs) (ftift) N D 0 (ft/ft + 00 (ft) �N (ft) 5OOPROPOSED (ft) < > SURFACE (cfs) No. A -0 < - N/A DI -213 L.Li ... ... . . . . ....... ... . .. z 6.50 0 N X LL -> > > J) jy-zz 0.020 0.0200 1.5000 0.0800 0.012 5.09 8.00 4.00 N/A 0.25 1.80 0.00 N/A B N/A N/A DI -2A 0.12 0.84 4.00 0.40 0.00 0.40 0.030 0.0300 1.5000 0.0800 0.012 1.75 8.00 2.16 N/A 0.14 496 to 0 THE REBKEE COMPANY 0 0i N Rainfall C0 0 504 0 0 0) C,4 00 0') Z) LO 0 C)') Ln Calculated 10+00 11+00 12+00 STORMWATER PROFILE STR. E TO STR. X2 INLET SPREAD CALCULATIONS GRAPHIC SCALE IN FEET 0 10 20 40 HORIZONTAL 0 2.5 5 10 I 1 1 6.wm-�- VERTICAL 508 504 � 5010 496 480 480 10+00 STORMWATER PROFILE STIR. C TO STR. A 11+00 508 THE REBKEE COMPANY 0 Drainage Composite Rainfall C0 0 504 Previous N Cross C,4 00 0') Z) Gutter 0 C)') Ln Calculated Allowable ComputedSlot Surnped + Intercepted + (0 0)111- 0-) r- Structure Station Offset co Runoff 0 Discharge -0 co 480 480 10+00 STORMWATER PROFILE STIR. C TO STR. A 11+00 Remarks - HEC -12 is used for spread and bypass computations All other computations done using Flowmaster pharmacy' NORTHERN 11,945 SF RIGHT CHAMFER DRIVE-THRU � CS PROJECT NUMBER: 860471 � ENGINEER: �Kimley»>Horn I CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY VDOT Drainage Composite Rainfall Inlet Previous Total Cross Logitudinal (Gutter/Local Gutter Manning's Calculated Allowable ComputedSlot Surnped Ponded Intercepted Bypass Flow Bypass to Structure Station Offset Area Runoff Intensity Discharge Inlet Bypass Discharge Slope Slope Depress. Width Slope to is Spread Spread Length (100% Eff.) Spread Depth Flow to Next Inlet Structure No. Standard (acres ) Coefficient (in1hr) (cfs) (cfs) (cfs) (ftift) N (ft) (ft/ft In (ft) A (ft) (ft) (ft) (cfs) (cfs) No. A N/A N/A DI -213 0.33 0.84 6.50 1.80 0.00 1.80 0.020 0.0200 1.5000 0.0800 0.012 5.09 8.00 4.00 N/A 0.25 1.80 0.00 N/A B N/A N/A DI -2A 0.12 0.84 4.00 0.40 0.00 0.40 0.030 0.0300 1.5000 0.0800 0.012 1.75 8.00 2.16 N/A 0.14 0.40 0.00 N/A C N/A /A NA DI -2A 0.10 0.88 6.50 0.57 0.00 0.57 0.030 0.0300 1.5000 0.0800 0.012 2.26 8,00 2.16 N/A 0,17 0.57 0.00 N/A D N/A N/A D1 -2A 0.25 0.56 6.50 0.91 0.00 0.91 0.030 0.0300 1.5000 0.0800 0.012 16.591 3.35 8.00 2.16 N/A 0.20 0.91 0,00 N/A E N/A N/A DI -2C 0.49 0.81 6.50 2.58 &00 2.58 0.030 0.0300 1 1.5000 0.0800 0.012 8.00 4.00 N/A 0.30 2.58 0.00 N/A Remarks - HEC -12 is used for spread and bypass computations All other computations done using Flowmaster pharmacy' NORTHERN 11,945 SF RIGHT CHAMFER DRIVE-THRU � CS PROJECT NUMBER: 860471 � ENGINEER: �Kimley»>Horn I CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 I SEAL: RYA PERKINS LIC. No. 046565 'NAL REVISIONS: &5/10/16 WATERLINE UPDATES DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 1 1 3001 348 TI TLE: STORMWATER PROFILES & SPREAD CALLS SHEET NUMBER: CG -201 COMMENTS: ON-SITE PRE & POST -DEVELOPMENT LEGEND ■� DRAINAGE BOUNDARIES �g DRAINAGE AREA LABEL IMPERVIOUS DRAINAGE STRUCTURE LABEL AREA (AC-) AREA (AC.) AREA (AC.) AREA (AC.) PRE 1.686 PERVIOUS AREA ti POST 1.686 1.265 1 ON-SITE PRE & POST -DEVELOPMENT M VDOT GRADE SEPARATED INTERSECTION IMPROVEMENTS - DRAINAGE SUMMARY NOTE: SWM CHANNEL AND FLOOD PROTECTION INFORMATION RELATING TO VDOT DESIGN FOR THE ROUTE 29 / RIO ROAD INTERCHANGE HAS BEEN SUBMITTED TO ALBEMARLE COUNTY IN RESPONSE TO A REQUEST FOR DESIGN COMPLIANCE DATA. PIPE NO, FROM POINT TO POINT DRAINAGE SUMMARY CA "VIAL SET TIJA4E Minutes (7) MANAGED FOREST/ TOTAL DRAINAGE AREA IMPERVIOUS TURF OPEN SPACE C CN AREA (AC-) AREA (AC.) AREA (AC.) AREA (AC.) PRE 1.686 1,361 0.325 Q.000 0.81 91 POST 1.686 1.265 1 0.421 1 0.000 0.76 89 M VDOT GRADE SEPARATED INTERSECTION IMPROVEMENTS - DRAINAGE SUMMARY NOTE: SWM CHANNEL AND FLOOD PROTECTION INFORMATION RELATING TO VDOT DESIGN FOR THE ROUTE 29 / RIO ROAD INTERCHANGE HAS BEEN SUBMITTED TO ALBEMARLE COUNTY IN RESPONSE TO A REQUEST FOR DESIGN COMPLIANCE DATA. PIPE NO, FROM POINT TO POINT DRAIN, RUNOFF AR -A CO FT, Ar# C ` Acro t3) (4) CA "VIAL SET TIJA4E Minutes (7) RAIN FALL I'll/fir () RI.NOFf° INVUX.rEL VA`Fi0NS t»Ft4GTI1 o Pipc Ft, � LOPE Ft./Ft. SIZE (Dia, Or S lm(Kiso) k _. l a_ SHAPE slyer orpipes - -_ Capacity CES l Fncfiou Slopo Ftl/ft 0.49 ISi33R1%it�L FLi'0 ' ILMV R.04ARKS r ) INCRE- MENT 0) A,CCt, Ml ULATEID (6) _ Lateral CFS Twat tJPPL-R END CES () f0) LOWER END Depth of flaw, dit FI. Area f Flow, An SgFf Unr Ft, V" kit/See (ly) n TIME FL Ser;. (€7i FIFER E1N Er cl) A. FtLPEif l`f� (2) Sid A...A� A 86rA27 A3L. A286 2tr81F : 5 264+95.5 A287 �, ��.. 265+07,5 _ _ E.:�.�, ,, tl ti5 0,62 0.85 t 0,S3 _ #� 1 0,53 5,fi {L 5,00 f�g6P . 6,67 1. li.11t 0.00 4, 1I � 7,. ,.. 4ft9.. 0 3.,51 490,60 < .4R.�(t 490.10 . R2�4C1 f9,70 0 li i 4 q �� 01.05155 � . l� 12 r t a 17 Circular t itt) 4,09' 8 0 t�dm_50 0,0ti}?ti N.._.. _�.�11 0+46 __I3,"f t 0.35 0< �l 0.24 & .� 9.94 5 ^ . 1 .39 1�.��_ 1,99 0.98 5.0 A961 A2 26-t~71:3 6 21 + 266.32.0 0.35 �:5 ti.3la 3 �. � 5.0q 6i 67 0, 0 tf 9 4 �I. 8 ti_30 485.7Q Fi8,5Ci O.OE�71S 1 Clrocalar, I iC,7 4 CI UO 11.0 1 0.29 0,22 0, I i 9, I 6 6 48 I..6f i. 5.0 STORMWATER MANAGEMENT ASSUMPTIONSMOTES: 1. THE SITE IS CONSIDERED A RE -DEVELOPMENT SITE UNDER THE CURRENT STORMWATER REGULATIONS. 2. GENERAL DRAINAGE PATTERN: THE SITE CURRENTLY SHEETFLOWS FROM WEST TO EAST TOWARDS 2 INLETS LOCATED ALONG THE ROUTE 29 FRONTAGE. THE STORMWATER IS THEN CONVEYED TO THE EXISTING ROUTE 29 STORM PIPE NETWORK WHICH FLOWS NORTH. 3. DESIGN PLANS FOR VDOT'S GRADE SEPARATED INTERCHANGE ARE UNDERWAY AND THE PROPOSED) IMPROVEMENTS ARE SLATED FOR CONSTRUCTION PRIOR TO COMMENCING CVS CONSTRUCTION. AS PART OF VDOT'S WORK THEY' WILL BE RESPONSIBLE FOR MODIFYING THE STORM NETWORK IN ROUTE 29 TO HANDLE THE ROADWAY IMPROVEMENTS AS WELIL AS CONVEY DRAINAGE FROM THE ADJACENT PARCELS. AS A RESULT, VDOT WILL HAVE PROVIDED AN ADEQUATE OUTFALL TO THE SUBJECT SITE CAPABLE OF SATISFYING THE STATE'S CHANNEL AND FLOOD PROTECTION CRITERIA. IT SHOULD ALSO BE NOTED THAT THE CVS SITE IS DECREASING IMPERVIOUSNESS ON-SITE THEREFORE VDOT'S C VALUE FOR THE SITE WILL BE SLIGHTLY OVERESTIMATED, THUS MORE CONSERVATIVE. 4. THE STORM DRAIN NETWORK ON-SITE WAS ANALYZED UNDER POST -DEVELOPMENT CONDITIONS TO) ENSURE ADEQUACY OF THE PROPOSED NETWORK DURING A 10 -YEAR STORM EVENT. REFER TO THIS SHEET FOR STORM DRAIN) DESIGN CALCULATIONS. STORMWATER MANAGEMENT NARRATIVE STORMWATER QUANTITY • THE SITE DRAINS TO A MANMADE STORMWATER CONVEYANCE SYSTEM • CHANNEL PROTECTION AND FLOOD PROTECTION CRITERIA ARE MET AS VDOT HAS ACCOUNTED FOR THE SITES IMPERVIOUSNESS AS PART OF THEIR DESIGN OF THE ROUTE 29/RIO ROAD GRADE SEPARATED INTERCHANGE. SINCE THE VDOT CALCULATIONS DO NOT ACKNOWLEDGE THE POTENTIAL QUANTITY REDUCTION MADE BY THE EXISTING DETENTION SYSTEM, THIS SYSTEM WILL BE REMOVED AS SHOWN ON SHEET CE -101. VDOT HAS DESIGNED THEIR SYSTEM TO HANDLE THE FULL QUANTITY OF FLOW FROM THE CVS SITE WITHOUT ANY ON-SITE DETENTION AS SHOWN IN THE ABOVE EXCERPT FROM THE VDOT PLANS. • LIMITS OF ANALYSIS: NO OFF-SITE ANALYSIS WAS PERFORMED MEETING THE 1% RULE AS VDOT HAS ANALYZED THE STORM NETWORK IN ROUTE 29 AND VERIFIED CAPACITY UP TO THE SUBJECT SITE. STORMWATER QUALITY PER RE -DEVELOPMENT REQUIREMENTS ON DISTURBED AREAS GREATER THAN AN ACRE THE PROPOSED SITE REQUIRES A LOAD REDUCTION OF 20% WHICH EQUATES TO 0.48 LBS/YR FOR THE SUBJECT SITE. DUE TO THE LACK OF GREENSPACE IN FLAT AREAS OR FREE FROM EASEMENTS BIORETENTION OR OTHER LOW IMPACT DEVELOPMENT PRACTICES ARE NOT FEASIBLE. AS A RESULT, THE DEVELOPER PROPOSES TO PURCHASE 0.41 POUNDS OF NONPOINT PHOSPHOROUS CREDITS FROM CHESAPEAKE BAY NUTRIENT LAND TRUST, LLC - WILDWOOD FACILITY, REFER TO THE AVAILABILITY LETTER ON THIS SHEET. W W CL I- U) a GRAPHIC SCALE IN FEET 0 25 50 100 DRAINAGE AREA SUMMARY DRAINAGE AREA LABEL TOTAL AREA (AC.) IMPERVIOUS AREA (AC.) PERVIOUS AREA (AC.) C TIME OF CONC. TC (min) 1A 0.78 0.73 0.06 0.86 5.0 113 0.54 0.49 0.06 0.84 5.0 1C 0.94 0.78 0.16 0.80 5.0 TO ROUTE 29 TOTAL 2.26 1.99 0.27 0.83 5.0 1A 0.33 0.29 0.03 0.84 5.0 113 0.12 0.11 0.01 0.84 5.0 1C 0.10 0.10 0.00 0.88 5.0 1D 0.25 0.11 0.14 0.56 5.0 1E (BLDG) 0.28 0.28 0.00 0.90 5.0 1F 0.49 0.42 0.08 0.81 5.0 1G 0.29 0.24 0.04 0.81 5.0 1H 0.38 0.18 0.20 0.58 5.0 TO ROUTE 29 TOTAL 2.24 1.73 0.51 0.76 5.0 PRE 2 (TO RIO) 0.23 0.23 0.00 1 0.90 5.0 POST 2 TO RIO 0.25 0.25 1 0.00 1 0.90 5.0 Storm Drain Design Calculations VDOT LD -229 STORMWATER QUALITY REQUIREMENT: Pre-ReDeveiopment Lanes hover (aures) Forest/Open Space ,a (cre s) -- undisturbed, protected forest/open space or reforested land Managed Turf (acres) -- disturbed, graded for yards or other turf to be mowed/managed Impervious Cover (acres) Post-ReDevelopment Land Cover (acres) Forest/Open Space (acres) -- undisturbed, protected forest/open space or reforested land Managed Turf (acres) -- disturbed, graded for yards or other turf to be mowed/managed Impervious Cover (acres) A soils ?B Soils C Soils A soils B Sails C Soils 3� s MMaXinIUM % Reduction Required Below Pre-ReC evelc prr enk Lead 2,20, :. ITotals Total D Soils -Totals z a 1'.6g ,Total .. LABEL FROM POINT TO POINT DRAINAGE AREA RUNOFF COEFFICIENT CA INLET TIME RAINFALL RUNOFF INVERT ELEVATIONS LENGTH SLOPE SIZE PIPE CAPACITY Q/ (Zf VELOCITY 10 -YR FLOW TIME inlet accum upper end lower end incr accum acres C min in/hr cfs ft ft ft % in cfs % fps min 1 E D 0.38 0.58 0.220 0.220 5.00 6.67 1.48 492.85 489.78 200 1.50% 15 8.01 18% 6.46 0.51 5.00 5 C B 0.53 0.74 0.392 0.392 5.00 6.67 2.63 492.71 491.84 31 2.80% 15 10.83 24% 8.83 0.19 5.51 6 B A 0.10 0.88 0.088 0.480 5.00 6.64 3.21 0.0035 489.37 88 2.80% 15 10.83 30% 8.83 0.01 5.70 2 D X2 (EX.) 0.29 0.81 0.235 0.455 5.00 6.45 2.96 F91. 489.70 5 1.50% 15 7.88 38% 6.46 0.03 5.71 3 X2 (EX.) V4 (EX.) (N/A) (N/A) 0.000 0.455 0.00 6.45 2.96 490.37 488.57 19 6.00% 15 15.88 19% 12.93 0.05 5.00 7 A V1 (EX.) 0.12 0.84 0.101 0.581 5.00 6.58 3.85 489.37 483.30 69 8.80% 15 19.16 20% 15.66 0.07 5.00 8 V1 (EX.) V2 (EX.) (N/A) (N/A) 0.000 0.581 0.00 6.55 3.83 483.30 482.96 37 0.90% 15 6.16 62% 5.01 0.19 5.07 9 V2 (EX.) V3 (EX.) (N/A) (N/A) 0.000 0.858 0.00 6.51 5.63 482.96 478.67 23 1 18.70% 15 27.93 1 20% 22.82 0.09 5.26 4 X1 (EX.) V2 (EX.) 0.33 0.84 0.277 0.277 5.00 6.67 1.86 483.35 482.96 19 2.00% 12 5.07 37% 6.43 0.12 5.36 Hydraulic Grade Line Calculations VDOT LD -347 INLET 0.81) + INV (OUT) ACTUAL OUTLET WSE DESIGN OUTLET WSE Do Qo Lo Sfo Hf JUNCTION LOSS FINAL INLET H WSE FL ELEV Vo (8) Ho (9) Q; (10) V; (11) Cl;V; (12) ' 1'f 7 H; Angle Ho Surface Ht Runoff (16) Factor? 1.3 Ht 0.5 Ht IS -1? (1) _ (2) (3) (4) (5) (6) (7) (13) (14) (15) (17) (18) (19) (20) (21) V2 (EX.) 479.67 479.87 479.87 15 5.63 23 0.0076 0.17 22.82 2.02 3.83 5.01 19.18 0).39 0.14 40 0.17 2.33 NO 2.33 NO 2.33 2.50 482.37 484.59 X1 (EX.) 483.76 482.37 483.76 12 1.86 19 0.0027 0.05 6.43 0.16 0.00 0.00 0.00 0.00 0.00 0 0.00 0.16 YES 0.21 YES 0.10 0.16 483.92 486.50 V1 (EX.) 483.96 482.37 483.96 15 3.83 37 0.0035 0.13 5.01 0.10 3.85 1.00 3.85 0.02 0.01 0 0.00 0.10 NO 0.10 YES 0.05 0.18 484.14 488.58 A 484.30 484.14 484.30 15 3.85 69 0.0036 0.25 15.66 0.95 3.21 2.00 6.42 0).06 0.02 60 0.03 1.01 YES 1.31 YES 0.66 0.90 485.20 493.85 B 490.37 485.20 490.37 15 3.21 88 0.0025 0.22 8.83 0.30 2.63 3.00 7.89 0).14 0.05 70 0.09 0.44 YES 0.57 YES 0.28 0.50 490.87 496.24 C 492.84 490.87 492.84 15 2.63 31 0.0017 0.05 8.83 0.30 0.00 4.00 0.00 01.25 0.09 0 0.00 0.39 YES 0.51 YES 0.25 0.30 1 493.14 495.97 X2 (EX.) 489.57 489.77 489.77 15 2.96 19 0.0021 0.04 12.93 0.65 2.96 6.00 17.76 0.56 0.20 30 0.20 1.04 NO 1.04 YES 0.52 0.56 490.33 494.66 D 490.70 490.33 490.70 15 2.96 5 0.0021 0.01 6.46 0.16 1.48 7.00 10.36 0.76 0.27 50 0.38 0.81 YES 1.05 YES 1 0.53 0.54 491.24 495.16 E 490.78 491.24 491.24 15 1.48 200 0.0005 0.10 6.46 0.16 0.00 8.00 0.00 0.99 0.35 0 0.00 0.51 YES 0.66 YES 1 0.33 0.44 491.67 496.25 ENGINEER Kimley)))Horn CONSULTANT KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 SEAL: �d,�ALTH 0�, RYA PERKINS 9 LIC. No. 046565 ; OXAL REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: STORMWATER MANAGEMENT SHEET NUMBER: CG -301-. COMMENTS: CURVE TABLE CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT Cl 52.05' 40.98' N65°43'55"E 39.93' 45'06'25" 21.62' C2 999.43' 65.64' S33`10'27"E 65.63' 3"45'47" 32.83' C3 19.46' 12.17' S13°12'14"E 11.98' 35°50'29" 6.29' FIN. GRADE a EXTEND TO GRADE PLUG -� ff THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA f TEL: (804) 419-0740 FAX: (804) 419-0759 S f r r f z fF 7 sr i p 7 r(J f l ji r r fil , r ' sr i •. if f APPROX. LOCATION OF EX. r EXCLUSION METER TO BE REMOVED f ROADWAY CLEANOUT RIM ELEVATION: 495.97 APPROX. LOCATION OF EX. —SIDEWALK CLEANOUT RIM ELEVATION: 497.20 WATER METER TO BE REMOVED '; � CONTRACTOR SHALL PLACE —A 18"x18"x3" CONCRETE PAD jf i AROUND CLEANOUT AT FINISHED GRADE IN ALL PAVED LOCATIONS APPROXIMATE LOCATION OF EX. 8" DIP WATER MAIN CLEANOUT ADAPTER APPROXIMATE LOCATION OF EX, 8" DIP WATER MAIN IN 14" CASING LONG TURN TEE WYE rf �SERVICE PIPE AS f AND CONNECTIONTO EX. 8" WATERLINE F SPECIFIED i s � j f CUT IN CONNECTION AFTER TESTING (COORDINATE WATERLINE SHUTDOWN j. WITH ACSA AND PROVIDE 3 i BUSINESS DAYS NOTICE MINIMUM) WATERLINE SEQUENCE OF CONSTRUCTION: 1. INSTALL PROPOSED WATER MAIN, TAPPING SLEEVE AND VALVE, AND 8" GATE VALVE. 2. TEST AND SAMPLE NEW WATER MAIN. 3. COORDINATE EXISTING WATERLINE SHUTDOWN WITH ACSA TO CUT IN THE 90 DEGREE BEND CONNECTION ALONG Rio ROAD AND THE BLOWOFF ASSEMBLY ALONG ROUTE 29. 4. REMOVE OLD WATER MAIN DURING GRADING. J ,f THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 r f 7 sr p 7 r(J f l ji r r ' i •. t p 8" 22.5' HORIZONTAL ; BEND F,� , . 8" 45° \ 8"X6" TEE HORIZONTAL 6" GATE VALVE " BEND FIRE HYDRANT ASSEMBLY 20 FT ACSA f{ WATERLINE EASEMENT `i� f 8" 22.5' HORIZONTAL BEND -- — — — — M M--fo-M - ._ __ _ , _ ....... ........... 0 UTILITY NOTES: 1. REFER TO SHEET CU -201 FOR UTILITY PROFILES. 2. CROSS CONNECTION CONTROL AND BACKFLOW PREVENTION SHALL BE INTERNAL TO THE BUILDING AND IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE (REFER TO ARCHITECTURAL PLANS). 3. AN APPROVED KEYBOX SHALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE, SECTION 506.1. CONTRACTOR TO CONTACT ALBEMARLE COUNTY FIRE MARSHALS OFFICE 434-296--5833 TO DETERMINE LOCATION. 4. CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UTILITIES AT START OF CONSTRUCTION AND NOTIFY KIMLEY-HORN IN ORDER TO VERIFY ADEQUATE SEPARATION BETWEEN UTILITIES CAN BE ACHIEVED. 5. COVER REQUIRED FOR DOMESTIC WATER LINE SHALL BE 30" MINIMUM. A16. PLANTINGS ALLOWED IN OUTER 2' OF ACSA WATERLINE EASEMENT. EXISTING WATERLINE TO BE DEMOLISHED ( ! STORM PIPES r REFER TO WATERLINE CONSTRUCTIONI I 1 200 LF 15 in CLP MIN. GRADIENT 1/8" PER FT. f s' SEQUENCE FOR DETAILS (THIS SHE I I INV (IN) =492.85 SANITARY SEWER CLEANOUT DETAIL I NOT TO SCALE EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS (GRADE SEPARATED INTERCHANGE IMPROVEMENTS (;PROJECT # 0029-002-901) AS CONSTRUCTION UNILL TAKE PLACE PRIOR TO THE COMMENCEMENT OF CVS CONSTRUCTION GRAPHIC SCALE IN FEET 0 10 20 40 :�y� NORTHERN 11,94 SF RIGHT CHAMFER DRIVE-THRU STORE NUMBER: 10746 SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE: NEW STORE DEAL TYPE FFS CS PROJECT NUMBER: 86047 ENGINEER Ki m I ldelyr* H o r n CONSULTANT KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 SEAL Mw:; . TH Oi i RYA . PERKINS LIC. No. 046565 r�sj01►r e �r . �� REVISIONS: 1 5/10/16 WATERLINE UPDATES �L 6/16/16 WATERLINE UPDATES DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: UTILITY PLAN SHEET NUMBER: u-101 COMMENTS: Al \10 SANITARY PROFILE (EXISTING) 500 496 492 488 484 482 488 8" D1, @F OF 3,169, 00 00 00 h (0 cV 0) 520 516 ' d- d- -0+50 0+00 1+00 2+00 WATERLINE PROFILE 0 484 482 3+00 520 ' o 15871 CITY VIEW - _ 520 516 ' 504 Lh 516 to 0) • rna,v 0')`-N ^. Cy) 00 W 1 cy) r 00 0 C3.0�. 512 ( Q' + 500 512 - .. .......... 500 ___........_._ O �Zz -0 z EXISTING GRADE 90' HORIZONTAL 496 BEND (CUT. INTO _ 496 PROPOSED GRADE - RADEPRIVATE EX. WATERLINE) PRI VATE 492 508 1.5 SERV CETER 492 5 LF OF 5 08_ .. CROSSING (2) 45` 6" PVC 5.84% Z 8" DI WATERLINE Al HORIZONTAL 35 LF OF _ .... CROSSING 6" PVC 0 5.84% BENDS Cn- 488 z 488 (2) 6" 45' BENDS 0 SADDLE CONNECTION 504 FIRE HYDRANT INV. (EX.) 486.14 484 504 ASSEMBLY 484 482 482 to CV O t 07 't Nl ~ EXISTING GRADE 500500 22.5' \' 500 BEND PROPOSED GRADE', 496 8" DUCTILE IRON WATER LINE ti ! 496 15" STORM SEWER CROSSING 8"x6"TEE FOR 492 -• FIRE HYDRANT 492 45, -in ASSEMBLY AND _ HORIZONTAL WATER METERS BENID Z 4$$ 45* HORIZONTAL 22.5' 22.5' 48$ _. BEND HORIZONTAL HORIZONTAL BEND BEND ? TAPPING; 6" SANITARY' SLEEVE 486 SEWER GROSSING' AND VALVE 486 O� M cV cfl iV C6 CV O <— O CA rn LO LO d c} 0+00 1+00 2+00 3+00 4+00 5+00 SANITARY PROFILE - BUILDING TO SS CONECTION 10+00 11+00 PROFILE ALIGNMENTS GRAPHIC SCALE IN FEET r 0 20 40 80 HORIZONTAL 0 2 4 8 IM11 -� VERTICAL GRAPHIC SCALE IN FEET 0 15 30 60 pharmacy' NORTHERN 11,945 SF ENGINEER: Kiml,,uyzzvHorn CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA .23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: o 15871 CITY VIEW - SUITE 300 504 MIDLOTHIAN, VA 23113 O 504 Lh to 0) • rna,v 0')`-N ^. Cy) 00 1 cy) r 00 0 C3.0�. ( + 500 >> - .. .......... 500 ___........_._ O �Zz -0 EXISTING GRADE 496 496 PROPOSED GRADE - RADEPRIVATE PRI VATE 492 1.5 SERV CETER 492 5 LF OF in CROSSING 6" PVC 5.84% Z 8" DI WATERLINE Al 35 LF OF _ .... CROSSING 6" PVC 0 5.84% Cn- 488 z 488 (2) 6" 45' BENDS 0 SADDLE CONNECTION INV. (EX.) 486.14 484 484 482 482 to CV O t 07 't 10+00 11+00 PROFILE ALIGNMENTS GRAPHIC SCALE IN FEET r 0 20 40 80 HORIZONTAL 0 2 4 8 IM11 -� VERTICAL GRAPHIC SCALE IN FEET 0 15 30 60 pharmacy' NORTHERN 11,945 SF ENGINEER: Kiml,,uyzzvHorn CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA .23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 SEAL �e.;�ALTH Ory,' 0.o% RYA PERKINS LIC. No. 0465165 REVISIONS: &5/10/16 WATERLINE UPDATES 6/16/16 WATERLINE UPDATES DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: UTILITY PROFILES SHEET NUMBER: COMMENTS: CU -20 FIRE FLON N'ESTINI ATE FORA v v L '.. TO TEE (CC1AT RODS ;WITH BITUMINOUS PAIN Q ISO (Insurance Service office) Method ofCalculatinV :`Needed Fire Floe= NFF (Needed Fire Flour) ON—LINE ENGINEER Ryan Perkins P.E. DATE: 6/17,`2016 PROJEC;TNANIE: CVS—Route 29 grid Rio Road C;ALC. BY: RRP TYPE OF CONSTRUCTION: ;NONCOMBUSTIBLE C-3 VCT, Ri'l Class of C onstrwtion Coefficient = E 0} 8 GROUND FLOORAREA: 11,915 4 OF STORIES I FAX: (804) 419-0759 TotalrloorArea = A, (elfectiue area) 11945 FIRE AREA CONSIDEREI) RF i `> i L ; Construction Factor C.; = 18 (F) (Aif} C; : 1;750 (ROUNDED TO NEARESE 250 GP -1). R '., - F, .,I II •:n 1' TYPE OF OC-CILTP.AANCY: COMBUSTIBLE C-_, I E... r'\l IDE (Worst Case) Occupancy Factor = Oj : I E_XTOSLTRE (X) AND COt,IVILNIICATION (P): <. I : O�_J` I EEL . '`IP' X, + P, = 0.00 X4 + P4 = INS T,',�. LLC ..I . ,�. I,il . �,.'Uh✓I �( R:_UDI a: JF ('), us STIONE X3 =P3 — IX6 + P6 = _�*--2” PIPE SLOPED (-A,+P)i = 1.0 + E(X,+P;) = -�GRADE (Nf ac X +PX =1.75) 1.00 (y, = Nli 13BEiR OF SIDES OF SV-BJECL BUIT Di'vG) 2" GALV. OR BRASS NEEDED FIRE FLOW' PIPE THREADED TAP NFF = (Ci) (Oi) (X+PX NFF = 15750 Automatic Sprinklers: IN Reduction Factor: 0%' %O x NFF = - 0 _ TOTAL: 1,750 Required Fie Flog - Rounded: 1,750 gpin Fire Hydrants Required-": 2 I CERTIFY THAT THE ABOVE INFORAIATION IS TRI E AND CORRECT TYPIC=AL BLOW -OFF � �� ���2 SIGNATURE:. P.E. OYITIERCIAL_AREA REQUITES 35O FT. NfAXI\lUM HOSE LAY" FIG. `V -a References. NI F calculation Procedure described inA.NV.W.A. N1-31jS.0.'s 19so Comptrcial Fire Rating Schcdale and LS.O.'s 1950 Fire Suovressloii R ithig Schedule.. -9/94 Form F-9 - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. #4 BARS @) '12" ON CENTER USE BRACING STRAPS l N ALE_ PIPE SIZES 6 i. `--CONCRETE CLASS B ELEVt-\TIGP,! PAINT ALL EXPOSED STEEL. WITH 2 COATS OF BITUMINOUS PAINT. FLAT STEEL_ STRAP BEND PIPE A B D E F - SIZE WIDTH -- Dik "F" .. _..._- .?I,,,,, '...rr \•,v.. �T% �... 4" 6 1-9 2'--3' 2'-C 1'--2"2'-T 1 1/4' " ' ' ' 1-6 2-6 1 1/4" >• % THICKNESS OF --- ` 7t 1/4' t0" 2'-9' 3'-4 2'-6' T-0' Y-0" 2" FILLE F WELD STRAP -_ 1 J,�r,- r-3"- 2 3' 3'-6.. E F )i l 1 1 r iC ! 0 ! 2— STANDARD HEX NUT _. a 2'-s s o'_z'-6 1 1, L-- // -.- WASHER c - -I L . (.:r> l.. Y &" 8 3,_0" 4,_3" 2,-6" 2._6„ 3'-Y 2 2,.4 _-- - 2 I/2' 4 t0" 3'_3„ 5'-0 3._0,. 2,_�" 3,_9„ 2" ..A 1 4 THICK PLATE R " ; _ 12" 3,_6» 6'_3. 3'-0' 3-6" 4 3 .... 2,. 1, NC}PAWALINSIDE ANCHOR 2 _< 15' 5'-0' 7'-6' T-3" �'-q" V-( 2 1/z" DIAMETER EXTRA _- BOLTS 4" - 6" 3'-0" 6'-0 3'-0" 3'-s" S-3" 2 1/4" STRONG STEEL PIPE - i ......_ I Z. , •,i. C;. 0.15 .....�.'... 8 3'-6" 6'-6'7- 0 3 8 3 9" �i � _- 2 1 j4 PIPE BELL 45' 10" 4'-6" �• 6 3' G" 4'-3" 5'-0" 2 1/4' BA t3' 12" + 4 12" 3 �9' -O'3 3" a 0' 4 S S CONCRETE CLASS "B" 18" 6'-6 11'-0 S-9" 6'-0" 7'-3" 2 1/2' pL' BENDS &TER O LARGER I C - _I_e___, , _. SECTION CHAR] FOR uRRR j VERTICAL BLOCKING NOTE: STANDARD 90` HOOK ON END OF ANCHOR _ BOLTS TO FACE CENTER OF BLOCKS. (; 'J > ., u- ? SFvVFR SFRVI` F L.r1TE. tr;... (_.'.0` i F"'.—TION !"iCiTES: AN J Ia II„ h( i ;A L T :C. IFF �_ ;„ICI IAIL i. IS ll: t,'tl_ E 1T E: `_} Li T 0.: } t (C? F .';"a I,?f: I HE +-t. „ E: S ' I P F 2. L ER L [LRA 'P C ANE*E>'ING Jr_IR .r:F.i``I Si IAL E�_ DN 1E C FE t€ , I,tA },,,'E ..::UDI- ( _ ,,. . - ,. 1 �I�� :.1E.+ , �, .;t ,.,.? .>� ,,.,; VIc.E 0E.i1`1 :TI:;PI <,},Au_ F ';. � 1 zi P 1 0;0 'R^I:nA,I .I.Al_.,_ 1,=,Vv C% "A;N ik C(�)i,E-a D`A\,L.*LFi ,;jl;A ¢'` S VF SAI T ___-/ TREATED 2 , zI. F=1'JI`:iHED GR'OU` DI e SEWER SERVICE (_.A-TERAL CONNECTION N.T.S. Flt:. _,-2 COINCRE__1_E BL.0QKII'\,IQ FOR UPPER VERTICAL BENDS N.-T.S. FIG. W -3A TD -4 it 111I11�111T111 i}1T 11, Illi lifi =111 'K lm 111 I IIT IIiI TYPICAI ';FRVICE IATERAI INS_ A1. L.ATIONI TYPICAL SEWER PIPE INS.-VALLATION IN -TRENCH A SIZE BRANCF VALVE THE WATER ?VAIN WATER V 11RIFQ M.J. PLUG v v L '.. TO TEE (CC1AT RODS ;WITH BITUMINOUS PAIN Q E ON—LINE t r: i , +1 IN 'Vclr AREA 1llHIh i 1I`.; VCT, Ri'l (. . N f 1 F1, _ I.O. : l FAX: (804) 419-0759 F U T.Er IFr ::In TH TO TI RF i `> i L ; A.l:::: ,. .:L E.,t:: r i, i). :dl; ..._ `_ .Of :.:i, RI ✓ 'Ov R '., - F, .,I II •:n 1' ` 1*0Nl 1 {_ I E... r'\l IDE / MAER BOX (SEE FIG, W-7) ....___ r1IERE 1` J,_K <. I : O�_J` I EEL . '`IP' ;F ALL 6c INS T,',�. LLC ..I . ,�. I,il . �,.'Uh✓I �( R:_UDI a: JF ('), us STIONE � _�*--2” PIPE SLOPED TYPICAL SEWER PIPE INS.-VALLATION IN -TRENCH A SIZE BRANCF VALVE THE WATER ?VAIN WATER V 11RIFQ M.J. PLUG FD -16 E G { I; LANDSCAPE CALCULATIONS SITE TREE CANOPY CALCULATIONS: SITE AREA: REQUIRED TREE CANOPY =10 PERCENT OF SITE AREA: TREE CANOPY PROVIDED: QUANTITY BOTANICALNAME 5 CERCIS CANADENS IS'FOREST PANSY' TM 4 CRATAEGUS VIRIDIS'WINTER KING' 10 ILEX X'OAK LEAF' 8 ILEX X'MARY NELL' 5 NYSSA SYLVATICA'GREEN GABLE' TM 9 ULMUS PARVIFOLIA'BOSQUE' 5 ZELKOVA SERRATA'GREEN VASE' PARKING AREA CALCULATIONS: PARKING AREA: REQUIRED GREEN AREA=5 PERCENTOF PARKING AREA: PARKING SPACES PROVIDED: PARKING LOTTREES REQUIRED @ 1 PER 10 SPACES: PARKING LOTTREES PROVIDED: ENTRANCE CORRIDOR RIO ROAD FRONTAGE LARGETREES REQU I RED AT 35' ON CENTER: LARGE TREES PROVIDED FLOWERING —ORNAMENTALTREES INTERSPERSED AMONG LARGETREES: FLOWERING —ORNAMENTALTREES PROVIDED: SHRUBS PROVIDED AT PARKING LOT PERIMETER Rt. 29 ROAD FRONTAGE LARGETREES REQUIRED AT 35' ON CENTER: LARGE TREES PROVIDED FLOWERING ORNAMENTALTREESINTERSPERSED AMONG LARGETREES: FLOWERING TREES PROVIDED: SHRUBS PROVIDED AT PARKING LOT PERIMETER INTERIOR ROAD FRONTAGE LARGE TREES REQUIRED AT 40' ON CENTER: LARGE TREES PROVIDED ORNAMENTALTREES PROVIDED: PERIMETER PARKING STRIP AT REAR OF STORE FOR 5 SPACES LARGE TREES REQUIREDAT40' ON CENTER: 'TREES PROVIDED SHRUBS PROVIDED AT PARKING LOT PERIMETER LANDSCAPING OF BUILDINGS AND OTHER STRUCTURES BUILDING FRONTAGE DUE TO SITE CONDITIONS BUILDING FRONTAGE LANDSCAPE IS INCORPORATED WITH THE REQUIREMENT TO USE LANDSCAPING TO INTEGRATE THE SITE, BUILDINGS, DUMPSTERS, DRIVETHROUGH WINDOWS, SERVICE AREAS, ANDSIGNS TREES PROVIDED: SHRUBS PROVIDED: NOTE : 12.00 PERCENT PROVIDED CANOPY AREA 124 184 56 56 123 366 350 6.45 PERCENT PROVIDED 57 6 6 232 L. F 210 L. F 6 6 11 45 322 L. F. 9 3 REMAIN ING TREES CANNOT BE PROVIDED DUETO OVERHEAD POWER LINES AND VDOTAND UTILITY EASEMENTS. 207 L F. 5 5 4 45 L F. 2 2 SMALL TREES PROVIDED DUE TO OVERHEAD POWER LINES 6 8 EVERGREEN TREES 152 SHRUBS PROVIDED s. ALL IRRIGATION SLEEVES SHALL BE 2 I SCHEDULE 40 PVC CONDUITS TYP LT2 OT PERM. UTILITY EASE ME T. �' IC6 I , I� . , y ' TREE MULCH RING TYP) j7 II r a' J y 71 �. --- 1. FESCUE SOD SHALL NOT BE INSTALLED WHENEVER THE GROUND IS FROZEN. 2. ALL AREAS DISTURBED BY CONSTRUCTION THAT ARE NOT OTHERWISE COVERED BY BUILDING, PAVING, PLANT BEDS, MULCH RINGS OR OTHERWISE PERMANENTLY STABILIZED WITH LAWN SHALL BE PERMANENTLY SEEDED ACCORDING TO THE SEEDING NOTES ON SHEET CP -501 3. TO PREVENT SLIPPAGE SOD ON SLOPES 3:1 OR GREATER SHALL BE STAKED WITH BIO—DEGRADABLE STAKES AS MANUFACTURED BY GREENSTAKE, INC. 4. 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. GRAPHIC SCALE IN FEET 0 10 20 40 �,--✓��V-v1 �-v-�.�"'�i--�--Yv--e � --�-"Vv-�'--\.� �'�1�v�1'"e� vti--��-�i�%'"1�"�1--�-�� �'--1�._��.��v.._v..-v1�"�-�"�-"v-�'��-ti�-�.'h�''1� �-r. � ^. ^.--t-\.�1 �-v_v�.i-�.�"�^��v-���-1--1 ^. � �.^�'�'1��.�i�--��-`. �'V'V-v.�-o ^�--'t�-4,^v^o.�-`•. �-�.^�--1'--��^.�.�..-!.-v1-v'1/-�i-'� --� --� -��-"� MINOR AMENDMENT TO (ORIGINAL SITE PLAN NO. SDP 201600046); CVS PHARMACY LOCATED AT SEMINOLE TRAIL AND RIO ROAD , ALBERMARLE COUNTY, VA NORTHERN 11,945 SF RIGHT CHAMFER DRIVE-THRU STORE NUMBER: 10746 SEMINOLE TRAIL &RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE NEW STORE DEAL TYPE FPS CS PROJECT NUMBER: 86047 Kimley)))Horn CONSULTANT KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 [SEAL: REVISIONS: 5/10/16 WATERLINE UPDATES 6/16/16 ADD TREES TO RT 29 DRAWING BY: RRP DATE: IEEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: LANDSCAPE PLAN SHEET NUMBER: cp-1 0 1 COMMENTS: PLANT SCHEDULE TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE REMARKS 0 CF 5 CERCIS CANADENSIS 'FOREST PANSY' TM FOREST PANSY REDBUD B & B 1.5"CAL 0 CV 4 CRATAEGUS VIRIDIS 'WINTER KING' 'WINTER KING` HAWTHORN B & B 2.5"CAL 8'-10' HT. IM 8 ILEX X'MARY NELL' MARY NELL HOLLY B & B 6'-8' HT. MIN. O10 10 ILEXX'OAK LEAF' OAK LEAF HOLLY B & B 6'-8' HT. MIN. LT2 6U LAGERSTROEMIAX'TUSCARORA' CRAPE MYRTLE CORAL PINK B & B 7'-8' HT. MIN. X NG 5 NYSSA SYLVATICA'GREEN GABLE' TM BLACK GUM B&B OR CONT. 2.5" CAL. MIN. 0 UB 10 ULMUS PARVIFOLIA'BOSQUE' BOSQUE ELM B & B • ZG 4 ZELKOVA SERRATA'GREEN VASE' SAWLEAF ZELKOVA B & B SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE 0 AS 92 ABELIA GRANDIFLORA ABELIA CONT. Q EF 11 EUONYMUS ALATUS 'FIRE BALL' FIRE BALL BURNING BUSH CONT. O HL 3 HYDRANGEA PAN ICU LATA'LIMELIGHT' TM LIMELIGHT HYDRANGEA 7 GAL 0 IN2 19 ILEX CORN UTA'NEEDLEPOINT' NEDDLEPOINT HOLLY CONT. 0 IG 22 ILEX CRENATA'GREEN LUSTRE' GREEN LUSTER JAPANESE HOLLY B & B 0 IS3 8 ILEX CRENATA'SKY PENCIL' SKY PENCIL JAPANESE HOLLY CONT. O IS7 59 ILEX CRENATA 'SOFT TOUCH' SOFT TOUCH JAPANESE HOLLY CONT. O IC6 12 ILEX X 'CASTLE SPIRE' CASTLE SPIRE HOLLY CONT. JB2 42 JUNIPERUS CONFERTA'BLUE PACIFIC' BLUE PACIFIC JUNIPER CONT. 0 JB 22 JUNIPERUS HORIZONTALIS 'BAR HARBOR` BAR HARBOR CREEPING JUNIPER CONT. 0 JA 4 JUNIPERUS X PFITZERIANA 'AUREA IMPRtOVED' GOLD COAST JUNIPER CONT. 0 LD2 5 LOROPETALUM CHINENSE RUBRUM 'RUBY' DWARF RUBY FRINGE FLOWER CONT. O NC 26 NANDINA DOMESTICA'COMPACTA' DWARF HEAVENLY BAMBOO CONT. NP 32 NANDINA DOMESTICA'FIRE POWER' FIREPOWER NANDINA CONT. GROUND COVER CODE QTY BOTANICAL NAME COMMON NAME SIZE © LB2 111 LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF 1 GAL GROUND COVERS CODE BOTANICAL NAME COMMON NAME CONT FIELD2 HS HARDWOOD MULCH SHREDDED HARDWOOD MULCH NONE 4 SOD/SEED CODE BOTANICAL NAME COMMON NAME CONT FIELD2 CB PERMANENT LAWN SOD SOD SEE SHEET CP -501 FOR TYPE OF SOD OR SEED TO BE USED. 3.5"CAL 2.5"CAL FIELD2 24" HT. MIN 24" HT. MIN 4' HT. MIN. 24" HT, MIN 24" HT. MIN 36" HT. MIN. 15"-18" SP. 24" HT. MIN 15"-18" SP. 18"-24" SP. MIN. 24" HT. M I N 24" HT. MIN 10"-12" SP. FIELD2 FIELD3 FIELD3 8'-9'H X 3'-4'W FIELDS FIELD3 SPACING SPACING REMARKS REMARKS u : • � L1�'�ri��i� REMARKS REMARKS /-.,--..-V.�"�✓-,.-.�.--.--V-.r 1 �-V�..�".--..V'.�-.i-...'�.-V-.,-,�-.�--.i-V--.�-..--.i-,--..--,.--..--1--,.-1.�V-,.-..�.--.^�.---,r-.i-.�'"�--.--ti---.�-.--�..'�.--.�.-�1�.�.--.�-1.�-.�WV�.-.'�--.�--.i-..-..-.i-�..--,.--.--�,�-..--yi-.--..i--.--�-..-�-1�.--.•-1� .--,�-.�'�'"� �-.� . MINOR AMENDMENT TO (ORIGINAL SITE PLAN NO. SDP 201600046); CVS PHARMACY LOCATED AT SEMINOLE TRAIL AND RIO ROAD , ALBERMARLE COUNTY, VA Kimley)))Horn CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 SEAL r { �Y Lio. Nllo. 000490 nP REVISIONS: A\5/10/16 WATERLINE UPDATES �L 6/16/16 ADD TREES TO RT 29 DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001345 TI TLE: PLANT SCHEDULE SHEET NUMBER: CP -1 02 COMMENTS: GENERAL PLANTING NOTES THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, ETC. NECESSARY TO COMPLETE ALL PLANTING AS SHOWN ON THE PLANTING PLANS, AS SPECIFIED HEREIN OR IN SUPPLEMENTAL SPECIFICATIONS, AND/OR AS REQUIRED BY JOB CONDITIONS. THE WORK IN GENERAL INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: (1) SOIL PREPARATION; (2) PROVIDING TOPSOIL AND ALL SOIL AMENDMENTS; (3) EXCAVATION OF PLANT PITS; (4) PROVIDING ALL PLANT MATERIAL AND MULCH AS INDICATED ON PLANS; (5) FERTILIZING, (6) STAKING; (7) CHEMICAL APPLICATION; • (8) MAINTENANCE AND GUARANTEE; O ALL OTHER ITEMS NECESSARY TOMAKE WORK COMPLETE. 9 THE PLANTING CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK WITH THE OTHER CONTRACTORS. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF ANY UTILITIES. PRIOR TO ANY CONSTRUCTION, EXCAVATION, OR ROTO -TILLING THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF VERIFYING THE LOCATIONS OF ALL UTILITIES, ABOVE AND/OR BELOW GROUND, PUBLIC AND/OR PRIVATE THAT MAY EXIST AND CROSS THROUGH THE AREAS OF CONSTRUCTION. (1) SOIL PREPARATION (1.1) BECAUSE OF SOIL COMPACTION DURING CONSTRUCTION, ALL PLANTING AREAS SHALL BE ROTOTILLED TOA DEPTH AS SHOWN IN DETAILS ORAS SPECIFIED IN WRITTEN SPECIFICATIONS. A PLANTING AREA IS ANY AREA IN WHICH NEW PLANTING OCCURS. EXCAVATE THE ENTIRE AREA BOUNDED BY WALKS, WALLS, FENCES, ETC. REMOVE SPOIL MATERIAL AS DIRECTED BY OWNER OR THE OWNER'S REPRESENTATIVE. (1.2) EXCAVATED SOIL SHOULD BE USED AS BACKFILL MATERIAL IN ORDER TO ELIMINATE OR MINIMIZE THE OCCURRENCE OF HYDROLOGIC DISCONTINUITIES, AND/OR SOIL INTERFACE PROBLEMS COMMON TO PLANTING BEDS CONTAINING SOILS OF DIFFERENT TEXTURE. WHERE THE TEXTURE OF THE EXISTING SOIL IS UNDESIRABLE FOR THE PLANT SPECIES BEING PLANTED (i.e. HEAVY CLAY, PURE SAND) AND WHERE THE pH OF THE EXISTING SOIL IS SUITABLE FOR THE SPECIES BEING PLANTED, THE SOIL SHALL BE BLENDED 66% EXISTING SOIL WITH 33% AMENDED SOIL. (1.3) WHERE IT IS DETERMINED THAT THE EXISTING SOIL EXCAVATED IS TOTALLY UNSUITABLE FOR USE AS BACKFILL MATERIAL BECAUSE OF IMPROPER pH OR THE PRESENCE OF DEBRIS OR OTHER DELETERIOUS A CRIBEDBELOWWITHTHE S DESCRIBED MATTER THE BACKFILL MATERIAL SHALL BE 100% AMENDED SOIL MIXTURE ADDITION OF 1/2 PART SAND. AMENDED SOIL: PLANTING SOIL FOR AMENDING BACKFILL SHALL BE 100 %TOPSOIL WITH AMENDMENTS ADDED ACCORDING TO THE RECOMMENDATIONS OF THE SOILS TEST REPORT TO BRING THE pH VALUE OF THE PLANTING BACKFILL MIXTURE WITHIN THE RANGES DESCRIBED BELOW. THE TOPSOIL AND AMENDMENTS SHALL BE MIXED AT AN ON-SITE LOCATION. PLANTING SOIL SHALL NOT BE MIXED AT INDIVIDUAL PLANT LOCATIONS. (2) TOPSOIL AND ALL SOIL AMENDMENTS (2.1) NECESSARY QUANTITIES OF TOPSOIL SHALL BE SUPPLIED BY THE CONTRACTOR AND APPROVED BY THE OWNER OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL APPLY TOPSOIL ONLY AFTER SECURING SOIL TEST (V.P.Q, APPLYING RECOMMENDED TREATMENT THEREOF, AND SUBMITTING FOR APPROVAL. 2.2 ON-SITE TOPSOILMEETING BE EETIN THE CONDITIONS FOR THESE NOTES MAY USED, OR IF INSUFFICIENT QUANTITIES ARE AVAILABLE, OUTSIDE TOPSOIL MEETING THE FOLLOWING CRITERIA SHALL BE PROVIDED. (2.3) ON-SITE TOPSOIL SHALL BE STOCKPILED TOPSOIL THAT HAS BEEN SALVAGED IN ACCORDANCE WITH SECTION 303.04(A) OF THE V.D.O.T. SPECIFICATIONS. IT SHALL BE FREE FROM REFUSE, OR ANY MATERIAL TOXIC TO PLANT GROWTH, AND REASONABLY FREE FROM SUBSOIL, STUMPS, ROOTS, BRUSH, STONES, CLAY, LUMPS, OR SIMILAR OBJECTS LARGER THAN 3" IN THEIR GREATEST DIMENSION. (2.4) OFF-SITE TOPSOIL, IF NEEDED, SHALL BE TOPSOIL FURNISHED FROM SOURCES OUTSIDE THE PROJECT LIMITS AND SHALL BE THE ORIGINAL TOP LAYER OF A SOIL PROFILE FORMED UNDER NATURAL CONDITIONS, TECHNICALLY DEFINED AS THE "A" HORIZON BY THE SOIL SOCIETY OF AMERICA. IT SHALL CONSIST OF NATURAL, FRIABLE, LOAMY SOIL WITHOUT ADMIXTURES OF SUBSOIL. OR OTHER FOREIGN MATERIALS, AND SHALL BE REASONABLY FREE FROM STUMPS, ROOTS, HARD LUMPS, STIFF CLAY, STONE, NOXIOUS WEEDS, BRUSH, OR OTHER LITTER. IT SHALL HAVE DEMONSTRATED BY EVIDENCE OF HEALTHY VEGETATION GROWING, OR HAVING GROWN ON IT PRIOR TO STRIPPING, THAT IT IS REASONABLY WELL DRAINED AND DOES NOT CONTAIN SUBSTANCES TOXIC TO PLANTS. (2.4.1) "A" HORIZON: "A" HORIZONS SHALL BE MINERAL HORIZONS CONSISTING OF (1) HORIZONS OR ORGANIC MATTER ACCUMULATION FORMED OR FORMING AT OR ADJACENT TO THE SURFACE, (2) HORIZONS THAT HAVE LOST CLAY, IRON, OR ALUMINUM, WITH RESULTANT CONCENTRATIONS OF QUARTZ OR OTHER RESISTANT MINERALS OF SAND OR SILT SIZE, OR (3) HORIZONS DOMINATED BY 1 OR 2 ABOVE BUT TRANSITIONAL TO AN UNDERLYING B OR C. (2.4.2) "A" HORIZON SUBDIVISIONS: Al HORIZONS SHALL BE MINERAL HORIZONS, FORMED OR FORMING AT OR ADJACENT TO THE SURFACE, IN WHICH THE FEATURE EMPHASIZED IS AN ACCUMULATION OF HUMIDIFIED ORGANIC MATTER INTIMATELY ASSOCIATED WITH THE MINERAL FRACTION. THE SOIL IS A DARK OR DARKER THAN UNDERLYING HORIZONS BECAUSE OF THE PRESENCE OF ORGANIC MATTER. THE ORGANIC MATERIAL IS ASSUMED TO BE DERIVED FROM PLANT AND ANIMAL REMAINS DEPOSITED ON THE SURFACE OF THE SOIL OR DEPOSITED WITHIN THE HORIZON WITHOUT APPRECIABLE TRANSLOCATION. A2 HORIZONS SHALL BE MINERAL HORIZONS IN WHICH THE FEATURE EMPHASIZED IS LOSS OF CLAY, IRON OR ALUMINUM, WITH RESULTANT CONCENTRATION OF QUARTZ OR OTHER RESISTANT MINERALS IN SAND AND SILT SIZES. (2.4.3) "A" HORIZON TOPSOIL CONTENT: "A" HORIZON TOPSOIL SHALL BE IN ACCORDANCE WITH THE FOLLOWING MATERIALS BY PERCENTAGE OF VOLUME: SILT 42-58% SAND 15-20% CLAY 15-20% ORGANIC MATERIAL 12-18% (2.5) TOPSOIL SHALL HAVE A pH IN THE RANGE OF 6.0 TO 7.0 PRIOR TO MIXING WITH AMENDMENTS. IF THE pH IS NOT WITHIN THIS RANGE, THE pH SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE ORA DIFFERENT SOURCE OF SUPPLY SHALL BE SELECTED. TOPSOIL SHALL BE SUBJECT TO INSPECTION BY THE OWNER OR THE OWNER'S REPRESENTATIVE AT THE SOURCE OF SUPPLY AND IMMEDIATELY PRIOR TO USE IN THE PLANTING OPERATIONS. (2.6) PLANTING SOIL AFTER AMENDING FOR DECIDUOUS PLANTS SHALL HAVE A pH VALUE BETWEEN 6.0 AND 7.0, AND FOR EVERGREEN OR SEMI -EVERGREEN PLANTS SHALL HAVE A pH VALUE BETWEEN 5.0 AND 6.0. A REPRESENTATIVE SAMPLE FROM THE EXCAVATED SOIL SHALL BE FIELD TESTED FOR pH UTILIZING A RELIABLE SOIL pH METER OR SOIL pH TEST KIT. THE pH VALUE OF THE NATURAL SOIL BACKFILL MIXTURE MAY BE AMENDED BY ADDING LIMESTONE OR ALUMINUM SULFATE AS NEEDED. (3) EXCAVATION OF PLANT PITS (3.1) PRIOR TO EXCAVATION OF TREE PITS, AN AREA EQUAL TO TWO TIMES THE DIAMETER OF THE ROOT BALL SHALL BE ROTO -TILLED TO A DEPTH EQUAL TO THE DEPTH OF THE ROOT BALL. (3.2) IN CONTINUOUS SHRUB AND GROUND COVER BEDS, THE ROTO -TILLED PERIMETER SHOULD EXTEND TO A DISTANCE OF ONE FOOT BEYOND THE DIAMETER OF A SINGLE ROOTBALL. THE BED SHALL BE TILLED TO A DEPTH EQUAL TO THE ROOT BALL DEPTH PLUS 6". (3.3) TREE PITS FOR WELL DRAINED SOILS SHALL BE DUG SO THAT THE BOTTOM OF THE ROOT BALL WILL REST ON UNDISTURBED SOIL AND THE TOP OF THE ROOT BALL WILL BE FLUSH WITH FINISH GRADE. IN POORLY DRAINED SOILS THE TREE PIT SHALL BE DUG SO THAT THE ROOT BALL RESTS ON UNDISTURBED SOIL AND THE TOP OF THE ROOT BALL IS 1" ABOVE FINISH GRADE. PLANT PIT WALLS SHALL BE SCARIFIED PRIOR TO PLANT INSTALLATION. (3.4)SHRUB BEDS SHALL BE EXCAVATED TO 6" BELOW THE ROOT BALL OF THE SHRUB. O ALL AR POCKETS I P ETS SHALL BE REMOVED FROM PLANT PIT UPON BACK FILLING WITH PLANTING SOIL BY FILLING 3.5 APPROXIMATELY 1/2 TO 2/3 OF THE PIT WITH PLANTING BACKFILL MATERIAL, TAMPING BACKFILL MATERIAL AND THEN WATERING TO ENSURE SETTLEMENT OF THE MATERIAL. BACKFILL MATERIAL SHALL THEN BE PLACED WITHIN THE REMAINING CAVITIES OF THE PLANT PIT, TAMPING AND WATERED AGAIN TO ENSURE SETTLEMENT OF THE BACKFILL MATERIAL. UNDER NO CIRCUMSTANCES SHALL ANY SOIL OR BACKFILL MATERIAL BE APPLIED ABOVE THE ROOT BALL OF THE PLANTS. (3.6) GROUND COVERS SHALL BE PLANTED IN BEDS HAVING A MINIMUM DEPTH OF 4" BELOW THE PROPOSED ROOT DEPTH. PLANTS SHALL BE EVENLY SPACED AND SET TO MAINTAIN THE ORIGINAL GROWING DEPTH WHILE ALLOWING FOR A 2" TOP DRESSING OF MULCH. (4) PLANT MATERIAL AND MULCH (4.1) THE NAMES OF PLANTS REQUIRED UNDER THIS CONTRACT CONFORM TO THOSE GIVEN IN L.H. BAILEY'S HORTUS THIRD, 1976 EDITION. NAMES OF VARIETIES NOT INCLUDED THEREIN CONFORM GENERALLY WITH NAMES ACCEPTED IN THE NURSERY TRADE. ALL PLANTS SHALL HAVE A HABIT OF GROWTH THAT IS NORMAL FOR THEIR SPECIES AND THEY SHALL BE SOUND, HEALTHY AND VIGOROUS, WITH WELL DEVELOPED ROOT SYSTEMS. ALL PLANT MATERIAL SHALL BE FREE FROM INSECT PESTS, PLANT DISEASES, AND INJURIES. ALL PLANTS SHALL EQUAL OR EXCEED THE MEASUREMENTS SPECIFIED IN THE PLANT LIST, WHICH ARE MINIMUM ACCEPTABLE SIZES. TREES SHALL HAVE SINGLE TRUNKS EXCEPT AS NOTED. ALL SHRUBS SHALL BE HEALTHY, VIGOROUS, AND OF GOOD COLOR. ONLY DAMAGED OR BROKEN BRANCHES OF PLANT MATERIAL MAY BE PRUNED AND ANY NECESSARY PRUNING SHALL BE DONE AT THE TIME OF PLANTING. HOWEVER, UNDER NO CIRCUMSTANCES SHALL THE CENTRAL LEADER OF A PLANT BE PRUNED. (4.2) ALL TAGS, STRINGS OR ANY OTHER MATERIAL ATTACHED TO THE PLANTS SHALL BE REMOVED AT THE TIME OF THE PLANTING. BALLING AND BURLAPPING OF PLANTS SHALL FOLLOW THE CODE OF STANDARDS CURRENTLY RECOMMENDED BY THE AMERICAN STANDARD FOR NURSERY STOCK. (4.3) SUBSTITUTIONS WILL BE PERMITTED ONLY UPON SUBMISSION OF PROOF THATANY PLANT IS NOT OBTAINABLE. ALL SUBSTITUTIONS MUST BE AUTHORIZED BY THE OWNER OR THE OWNER'S REPRESENTATIVE IN WRITING PROVIDING FOR USE OF THE NEAREST EQUIVALENT OBTAINABLE SIZE OR VARIETY OF PLANT HAVING THE SAME ESSENTIAL CHARACTERISTICS AS THE ORIGINAL VARIETY WITH AN EQUITABLE ADJUSTMENT OF CONTRACT PRICE. (4.4) BALLED AND BURLAPPED PLANTS (B&B) SHALL BE DUG WITH FIRM, NATURAL BALLS OF EARTH OF SUFFICIENT DIAMETER AND DEPTH TO ENCOMPASS THE FIBROUS AND FEEDING ROOT SYSTEM NECESSARY FOR FULL RECOVERY OF THE PLANT. BALLS SHALL BE FIRMLY WRAPPED WITH BURLAP OR SIMILAR MATERIAL AND BOUND WITH TWINE OR CORD. BURLAP SHALL NOT BE PULLED OUT FROM UNDER BALLS DURING PLANTING OPERATIONS. B&B PLANTS WHICH CANNOT BE PLANTED IMMEDIATELY ON DELIVERY SHALL BE COVERED WITH MOIST SOIL, MULCH, OR OTHER MATERIAL TO PROVIDE PROTECTION FROM DRYING WINDS AND SUN. (4.5) PLANTS NOTED "CONTAINER" ON THE PLANT LIST MUST BE CONTAINER GROWN WITH WELL ESTABLISHED ROOT SYSTEMS. LOOSE CONTAINERIZED PLANT MATERIAL WILL NOT BE ACCEPTED. ALL PLANTS INJURED AND PLANTS WITH ROOT BALLS BROKEN DURING TRANSPORT OR PLANTING OPERATIONS WILL BE REJECTED. BARE -ROOTED PLANTS (BR) SHALL BE PLANTED OR HEELED -IN IMMEDIATELY UPON DELIVERY. ALL PLANTS SHALL BE WATERED AS NECESSARY UNTIL PLANTED. (4.6) NEW PLANTINGS SHALL BE LOCATED WHERE SHOWN ON THE PLAN EXCEPT WHERE OBSTRUCTIONS BELOW GROUND ARE ENCOUNTERED OR WHERE CHANGES HAVE BEEN MADE IN THE PROPOSED CONSTRUCTION. NECESSARY ADJUSTMENTS SHALL BE MADE ONLY AFTER APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. REASONABLE CARE SHALL BE EXERCISED TO HAVE PLANTING PITS DUG AND SOIL PREPARED PRIOR TO MOVING PLANTS TO THEIR RESPECTIVE LOCATIONS TO ENSURE THAT THEY WILL NOT BE UNNECESSARILY EXPOSED TO DRYING OR PHYSICAL DAMAGE. (4.7) A LIST OF PLANTS, INCLUDING SIZES, QUANTITIES AND OTHER REQUIREMENTS, IS SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE QUANTITIES AS SHOWN ON THE DRAWINGS. IF DISCREPANCIES OCCUR IN THE QUANTITIES SHOWN, THE PLANTING PLANS SHALL GOVERN. (4.8) THE PLANTING CONTRACTOR WILL BE NOTIFIED BY THE GENERAL CONTRACTOR WHEN OTHER DIVISIONS OF THE WORK HAVE PROGRESSED SUFFICIENTLY TO COMMENCE WORK ON THE PLANTING OPERATION. THEREAFTER, PLANTING OPERATIONS SHALL BE CONDUCTED UNDER FAVORABLE WEATHER CONDITIONS DURING THE NEXT SEASON OR SEASONS WHICH ARE NORMAL FOR SUCH WORK. REMOVAL OF ROCK OR OTHER UNDERGROUND OBSTRUCTIONS, RELOCATIONS TO AVOID OBSTRUCTIONS, AND PROVISION OF DRAINAGE FOR PLANTING AREAS SHALL BE DONE ONLY AS APPROVED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. (4.9) ALL PLANTS SHALL BE PLANTED UPRIGHT AND FACED TO GIVE THE BEST APPEARANCE OR RELATIONSHIP TO ADJACENT STRUCTURES. ROOTS SHALL BE SPREAD IN THEIR NORMAL POSITION. ALL BROKEN OR FRAYED ROOTS SHALL BE CUTOFF CLEANLY. PLANTS WITH CIRCLING ROOTS SHALL NOT BE ACCEPTED. BURLAP TWINE AND OTHER FASTENING MATERIAL SHALL BE CUT AND PUSHED TO THE BOTTOM OF THE PLANT PIT PRIOR TO BACKFILL MATERIAL BEING PLACED. THE PLANT SHALL NOT BE ROCKED BACK AND FOURTH TO ENTIRELY REMOVE THE WRAPPING MATERIAL NOR SHALL ANY OTHER PRACTICE BE PERFORMED WHICH COULD CAUSE THE ROOT BALL TO BREAK APART. WHEN WIRE BASKETS ARE USED ON THE ROOT BALL OF PLANTS THE WIRE SHALL BE REMOVED TO AT LEAST 12" BELOW THE TOP OF THE ROOT BALL. (4.10) AT THE TIME OF PLANTING, AND AS MANY TIMES LATER AS SEASONAL CONDITIONS REQUIRE, EACH PLANT AND THE SOIL AROUND IT SHALL BE THOROUGHLY WATERED. CARE SHOULD BE EXERCISED WHEN WATERING TO AVOID FLOODING OF PLANTS AND BEDS, DISPLACEMENT OF MULCH MATERIAL AND EROSION OF SOIL. AVOID USE OF HIGH PRESSURE HOSES. THE CONTRACTOR SHALL MANCE, AT HIS EXPENSE, WHATEVER ARRANGEMENTS MAY BE NECESSARY TO ENSURE AN ADEQUATE SUPPLY OF WATER TO MEET THE NEEDS OF THIS CONTRACT DURING INSTALLATION. THE CONTRACTOR SHALL ALSO FURNISH ALL NECESSARY HOSE, EQUIPMENT ATTACHMENTS AND ACCESSORIES FOR THE ADEQUATE WATERING OF PLANTED AREAS AS MAY BE REQUIRED UNTIL ACCEPTANCE BY THE OWNER OR THE OWNER'S REPRESENTATIVE. (4.11) MULCH SHALL BE CLEAN, GROUND OR SHREDDED BARK OR HARDWOOD MULCH. IN PLANTING AREAS WHERE SLOPES EXCEED 3:1 AND AT DRAINAGE DISPERSION POINTS OR ALONG NATURAL WATER WAYS WHERE CONCENTRATIONS OF SURFACE WATER EMPTY FROM CULVERTS OR PAVED DITCHES, HEAVY JUTE MESH SHALL BE INSTALLED. SHREDDED HARDWOOD OR BARK MULCH SHALL HAVE BEEN COMPOSTED FOR AT LEAST TWO MONTHS PRIOR TO APPLICATION. GROUND MULCH WILL NOT BE ACCEPTED. FRESHLYC FINELY GROUND MULCH WHICH INHIBITS DRAINAGE, ENCOURAGES WEED GROWTH OR BECOMES WATERLOGGED WILL NOT BE ACCEPTED. MULCH SHALL BE COMPOSED OF SIMILAR SIZED FRAGMENTS AND SHALL NOT CONTAIN STICKS, CONES, LEAVES, UNSHREDDED PIECES, OR OTHER DELETERIOUS MATTER. ALL AZALEA AND CAMELLIA PLANTING BEDS SHALL HAVE 1" OF PINE STRAW MULCH UNDER 3" OF SHREDDED HARDWOOD MULCH. (4.12) ALL PLANTS SHALL BE MULCHED IMMEDIATELY AFTER PLANTING. GROUND COVERS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED HARDWOOD MULCH. ALL OTHER PLANTING BEDS, SHRUBS AND TREE PLANTINGS SHALL BE MULCHED WITH A 4" MINIMUM LAYER OF MULCH. THIS MULCH SHALL ENTIRELY COVER THE AREA OF THE PLANTING PIT, BED, OR EARTH BERM AROUND EACH PLANT WITH THE EXCEPTION OF THE AREA IMMEDIATELY ADJACENT TO THE PLANT TRUNK OR TRUNKS. THE AREA IMMEDIATELY ADJACENT TO THE PLANT TRUNK OR TRUNKS SHALL BE LEFT FREE OF ANY MULCH. (5) FERTILIZING (5.1) THE FERTILIZER SHOULD BEA DFRY SLOW RELEASE FORM OF FERTILIZER. IT SHOULD CONTAIN AT LEAST 25-50% WATER INSOLUBLE NITROGEN. THE FERTILIZER SELECTED SHOULD ALSO HAVE A LOW ADJUSTED SALT INDEX TO PREVENT BURNING. THE N -P -K RATIO SHOULD NOT EXCEED 3-1-2 UNLESS THE SOIL TEST REVEALS THAT ADDITIONAL LEVELS OF P AND K ARE NECESSARY. (5.2) FOR DECIDUOUS TREES, USE OSMOCOTE (18-6-12) AT THE RATE EQUIVALENT TO 4 LBS ACTUAL N/1000 SQ FT OF ROOT ZONE AREA/YEAR. FOR EVERGREEN' TREES USE 2 LBS ACTUAL N/1000 SQ FT OF ROOT ZONE AREANEAR. (5.3) MIX THE FERTILIZER INTO THE BACKFILL SOIL OF THE TREE PITS. FOR SHRUB BEDS, MIX THE FERTILIZER INTO THE AREA THAT HAS BEEN ROTO -TILLED FOR THE PLANTS. (5.4) THE FERTILIZER RATE FOR CONTTINUOUS GROUND COVER AND SHRUB BEDS SHOULD BE DERIVED BY CALCULATING THE ENTIRE ROOT ZONE AREA. THE ROOT ZONE AREA IS FOUND BY MEASURING THE AREA CONTAINING THE MULTIPLE PLANT ROOTS. USE OSMOCOTE (18-6--12) AT A RATE EQUIVALENT TO 2 LBS OF N /1000 SQ FT OF ROOT ZONE AREA. THE FERTILIZER SHOULD BE EVENLY DISTRIBUTED WITHIN THE SHRUB BED SOIL. (5.5)ALWAYS BE SURE THATADEQUA:TE MOISTURE IS AVAILABLE WHEN FERTILIZING SO THAT THE FERTILIZER WILL BE DISSOLVED INTO THE SOIL SOLUTION FOR ROOT UPTAKE AND TO AVOID BURNING THE ROOTS. (6) STAKING (6.1) ALL TREES SHALL BE STAKED ACCORDING TO THE TYPICAL DETAILS PROVIDED. (6.2) THREE STAKES SHALL BE REQUIRED PER LARGE AND MEDIUM TREES. SMALL DECIDUOUS TREES LARGER THAN 1" AND EVERGREEN TREE HALL CALIPER S S ONLY BE REQUIRED TO BE STAKED WITH 2 STAKES. TREES 1"CALIPER AND HALL ONLY BE REQUIRED SMALLER S Q TO BE STAKED WITH ONE STAKE. THE STAKES SHALL BE DRIVEN IN A RADIAL PATTERN FOR LARGE MEDIUM AND SMALL DECIDUOUS TREES STAKE FOR EVERGREEN TREES SHALL BE PROVIDED ON EACH SIDE OF THE TREE 180 DEGREES APART. STAKES SHALL BE DRIVEN VERTICALLY INTO THE GROUND OUTSIDE THE EDGE OF THE ROOTBALL TO A DEPTH OF 2 1/2' TO 3' ON OPPOSITE SIDES OF THE TREE IN SUCH A MANNER AS NOT TO INJURE THE ROOT BALL OR ROOTS. STAKES FOR SUPPORTING TREES SHALL BE 1.5" X 1.5" SQUARE OR ROUND, BY 81. THE STAKES SHALL BE SOUND WOOD TREATED WITH A SUITABLE WOOD PRESERVATIVE. TIES SHALL BE ARBORTIE (OR EQUAL) SIZED APPROPRIATELY PER MANUFACTURES RECOMMENDATIONS FORTHE SIZE OF TREE SPECIFIED. ARBORTIE (OR EQUAL) SHALL BE NAILED TO WOODEN STAKES, OR TIED AROUND A'V STAKE WITH A ROLLING HITCH. NO ANCHORS OR NAILS SHALL BE IUSED ON THETREE ITSELF. USE ARBORKNOT DETAILS TO SECURE ARBORTIE (OR EQUAL) AROUND NEWLY PLANTEDTREE. IF APPROPRIATELY TIED, ARBORTIESHALL PROVIDEA SECURE, GIRDLE FREE ATTACHMENT TO THE TREE, WHICH WILL EXPAND ASTHE TREE GROWS. NO ANCHORS OR NAILS SHALL BE (USED ON THE TREE ITSELF. SECURE LONG END OF ARBORTIE 90S EQUAL) TO THE EYE OF THE STAKE OR ANCHOR. ADD TENSION TO THE ARBORTIE (OR EQUAL) BY DRIVING THE STAKE ON ANCHOR INTO THE GROUND OUTSIDE OF THE PLANTING HOLE ATA 45 DEGREE ANGLE TO THE TREE TRUNK. WHEN DRIVING THE STAKE OR ANCHOR INTO THE GROUND, ENSURE EYE OPENING IS NOT BURIED. FINALSTAKE PLACEMENT SHALL ENSURE EYE OPENING IS EV/EN TO SOIL LEVEL. STAKES OR ANCHORS SHALL BE EV/ENLY SPACED AROUND THET REE. (6.3) WOODEN STAKES AND WIRE TIES SHALL BE REMOVED AFTER ONE YEAR (7) CHEMICAL APPLICATION (7.1) ALL PESTICIDES SHALL BE PRODUCTS OF RECOGNIZED COMMERCIAL MANUFACTURERS, AND SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL PESTICIDE LAWS. PESTICIDES SHALL BE APPLIED WITH CALIBRATED EQUIPMENT ACCORDING TO EPA LABEL RESTRICTIONS AND REGULATIONS BY A CERTIFIED APPLICATOR. ANY DAMAGE INCURRED TO THE SITE, ADJACENT PROPERTIES, OR APPLICATOR DURING PESTICIDE APPLICATIONS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. (7.2) PESTICIDES SHOULD BE USED ONLY WHEN NECESSARY TO TREAT AN OUTBREAK OF A HARMFUL PEST OR DISEASE PROBLEM. THE OWNER OR THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 24 HOURS PRIOR TO THE APPLICATION OF ANY PESTICIDE. (8) MAINTENANCE AND GUARANTEE (8.1) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING HIS WORK FOR THE PERIOD OF TWO YEAR COMPLETION AFTER SUBSTANTIAL COMP AND ACCEPTANCE BY THE OWNER OR THE OWNER'S REPRESENTATIVE. MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RESETTING OF PLANTS TO PROPER GRADES OR UPRIGHT POSITIIONS, RESTORATION OF EARTH BERMS, AND OTHER NECESSARY OPERATIONS. ADEQUATE PROTECTION FOR LAWN AREAS AGAINST TRESPASSING DURING PLANTING OPERATIONS AND AGAINST DAMAGE OF ANY KIND SHALL BE PROVIDED. MOTHING IN THESE NOTES IS INTENDED TO RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO REPAIR EXISTING LAWN AREAS DAMAGED BY WORKMEN ENGAGED IN THE COMPLETION OF THIS PROJECT. (8.2) INSPECTION OF THE WORK TO DETERMINE COMPLETION OF THE CONTRACT EXCLUSIVE OF THE POSSIBLE REPLACEMENT OF PLANTINGS, WILL BE MADE BY THE OWNER OR THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF RE THE INSTALLATION PERIOD UPON WRITTEN NOTICE REQUESTING G SUCH INSPECTION. REQUEST SHALL BE SUBMITTED BY CONTRACTOR AT LEAST THIRTY DAYS PRIOR TO THE ANTICIPATED DATE FOR INSPECTION. AFTER INSPECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING BY THE OWNER OR THE OWNER'S REPRESENTATIVE OF ACCEPTANCE OF THE WORK, EXCLUSIVE OF THE POSSIBLE REPLACEMENT OF PLANTS SUBJECT TO GUARANTEE; OR, IF THERE ARE ANY DEFICIENCIES, THE CONTRACTOR WILL BE NOTIFIED OF THE REQUIREMENTS NECESSARY FOR COMPLETION OF THE WORK. PLANTINGS SHALL NOT BE CONSIDERED ACCEPTED UNTIL ALL DEFICIENCIES HAVE BEEN CORRECTED AND APPROVED IN WRITING. (8.3) NURSERY STOCK SHALL BE FULLY GUARANTEED FOR TWO FULL YEARS. ALL PLANTS THAT FAIL TO MAKE NEW GROWTH FROM A DORMANT CONDITION OR THAT DIE DURING THE FIRST YEAR AFTER PLANTING SHALL BE REPLACED, ALL REPLACEMENTS SHALL CONFORM WITH THE ORIGINAL SPECIFICATIONS AS TO SIZE AND TYPE. ALL COSTS OF REPLACEMENTS SHALL BE BORNE BY THE CONTRACTOR. (9) ALL OTHER ITEMS NECESSARY TO MAKE WORK COMPLETE IAL NOT PLANTED SHALL BE REMOVED FROM THE SITE. THE (9.1)ANY PLANT MATER CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNUSED RUBBISH AND DEBRIS FROM THE SITE UPON COMPLETION OF HIS WORK. SEEDING HALL ONLY APPLY TO DISTURBED AREAS NOT INDICATED TO RECEIVE (10) PERMANENT SE G (S CEI E SOD. (10.1) TOPSOILING: WHERE TOPSOIL I;S REQUIRED ON ADVERSE SOIL CONDITIONS, A MINIMUM OF FOUR INCHES OF TOPSOIL SHOULD BE USED. THE TOPSOIL SHOIULD CONTAIN A MINIMUM OF 35% FINE GRAINED MATERIAL (SILT AND CLAY AND 1.5%+ ORGANIC MATTER). (10.2) LIME AND FERTILIZER: A. LIME -APPLY GROUND LIMESTONE OR B. LIME -APPLY PULVERIZED AGRICULTURAL LIMESTONE OR EQUIVALENT AT THE RATE OF 2 TONS PRE ACRE. C. FERTILIZER - 500 POUNDS PER ACRE OF 10-20-10 FERTILIZER OR EQUIVALENT. IF SOILS ARE UNIFORM, IT IS DESIRAIBLE TO HAVE LIME AND FERTILIZER RECOMMENDATIONS BASED ON SOIL TESTS. THE LIME AND FERTILIZER SHOULD BE DISKED OR WORKED INTO A GOOD SEEDBED TO A DEPTH OF THREE TO FOUR INCHES. (10.3) SPRING AND FALL SEEDING: SEED ONE OF THE FOLLOWING VARIETIES AT THE SPECIFIED RATES PER ACRE FOR TURF AREAS SEEDED IN THE SPRING( OR FALL (SEE SPECIFIED SEEDING DATES BELOW): TYPE OF GRASS SEEDING RATE SEEDING DATE TALL FESCUE (1) 5 - 7 LBS./10001 SQ. FT. SPRING SEEDING: MARCH , TO EARLY APRIL. FALL SEEDING: AUGUST 1 TO NOVEMBER 1 NOTE: PREFERRED FESCUE SEIEDING DATES ARE FROM AUGUST 1 TO NOVEMBER 1. SPRING SEEDING DATES WOULD BE FROM FEBRUARY 28, TO MAY 15. (2) ONLY FESCUE SEED THAT HAS PROVEN SUCCESSFUL IN THE PROJECT VICINITY SHALL BE SELECTED FROM THE FOLLOWING VARIETIES OR FRO)M VARIETIES AS RECOMMENDED IN THE 2014-2015 VIRGINIA TURFGRASS VARIETY RECOMMENDATIONS AVAILABL-E FROM VIRGINIA COOPERATIVE EXTENSION, VIRGINIA TECH, VIRGINIA STATE UNIVERSITY: 2ND MILLENNIUM, AVENGER, BILTMOFRE, BINGO, BLACKWATCH, BRAVO, COCHISE 11(3), COCHISE III, CONSTITUTION, COYOTE 11, CROSSFIRE II(3,4), DAVINCI(3), DAYTTONA(3), ENDEAVOR(3), FALCON IV, FIDELITY, FORTE, GOOD-EN(3,4), GRANDE(4), GRANDE 11, GREENKEEPER WAF, GUARDIAN 21, HOUNDOG 5, HUNTER, INFERNO, JUSTICE, MAGELLAN, MASTERPIECE, MATADOR(3), MATADOR GT(3), ONYX(0,4), PADRE, PICASSO(3), PENN 1901, RAPTOR, REBEL EXEDA, REGIMENT II, REMBRANDT(3), SOUTHERN CHOICE 111(3), SR 8250(3), TAOS, TARHEEL, TARHEEL II, TEMPEST, TITANIUM, TOMBSTONE, TURBO, ULTIMATE(3), WATCHDOG, AND WOLFfPACK. (10.4) MULCH A. MULCH WITH ANY OF THE MATERIALS LISTED BELOW AND AT THE RATE INDICATED. SPREADING SHOULD BE UNIFORM AND AT A RATE THAT PERMITS NO MORE THAN 25-50% OF THE GROUND SHOWING THROUGH THE MULCH. B. MULCHING IS SPECIFICALLY REQUIRED ON ALL SOILS EXCEEDING 25% SLOPE. 1. STRAW - 1 TO 2 TONS/ACRIE DEPENDING ON SEASON AND METHOD OF APPLICATION. 2. WOOD FIBER MATERIALS - 1,000 LBS. PER ACRE. (10.5) MAINTENANCE A. IRRIGATION - IF SOIL MOISTURE: IS DEFICIENT, SUPPLY NEW SEEDINGS AND PLANTINGS WITH ADEQUATE WATER FOR PLANT GROWTH UNTIL THEY ARE FIRMLY ESTABLISHED. B. REPAIR - INSPECT ALL AREAS F'OR PLANTING FAILURES AND MAKE NECESSARY REPAIRS, REPLACEMENTS, AND RESEEDING WITH THE PLANTING SEASON IF POSSIBLE. C. LIME AND FERTILIZER - SHALL BE APPLIED UNDER A REGULAR PROGRAM THAT IS BASED ON SOIL FERTILITY TESTS AND ON THE USE AND GENERAL APPEARANCE OF THE VEGETATIVE COVER DURING SUBSEQUENT GROWING SEASONS. SEEDING NOTES: ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION THAT ARE NOT OTHERWISE COVERED BY BUILDINGS, PAVEMENT, SIDEWALKS, WOODED AREAS AND PLANTING / MULCHED BEDS OR OTHERWISE CALLED OUT AS SOD LAWN AREAS SHALL BE SEEDED PER THE PERMANENT SEEDING SPECIFICATIONS IN THE PRECEDING PARAGRAPH SODDING NOTES (1) VEGETATIVELY PROPAGATED FESCUE SOD IS THE PREFERRED LAWN GRASS. ONLY VARIETIES THAT HAVE PROVEN SUCCESSFUL IN THE PROJECT VICINITY SHALL BE SELECTED FROM THE FOLLOWING OR FROM VARIETIES AS RECOMMENDED IN THE 2014-2015 VIRGINIA TURFGRASS VARIETY RECOMMENDATIONS AVAILABLE FROM VIRGINIA COOPERATIVE EXTENSION, VIRGINIA TECH, VIRGINIA STATE UNIVERSITY AND SHALL BE A BLEND OF SEED THAT WILL BE TOLERANT OF SHADE TO FULL SUN CONDITIONS. 2ND MILLENNIUM, AVENGER, BILTMORE, BINGO, BLACKWATCH, BRAVO, COCHISE 11, COCHISE III, CONSTITUTION, COYOTE It, CROSSFIRE II, DAVINCI, DAYTONA, ENDEAVOR, FALCON IV, FIDELITY, FORTE, GOOD -EN, GRANDE, GRANDE II, GREENKEEPER WAF, GUARDIAN 21, HOUNDOG 5, HUNTER, INFERNO, JUSTICE, MAGELLAN, MASTERPIECE, MATADOR, MATADOR GT, ONYX, PADRE, PICASSO, PENN 1901, RAPTOR, REBEL EXEDA, REGIMENT 11, REMBRANDT, SOUTHERN CHOICE II, SR 8250, TAOS, TARHEEL, TARHEEL II, TEMPEST, TITANIUM, TOMBSTONE, TURBO, ULTIMATE, WATCHDOG, AND WOLFPACK. (2) THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. (3) THE SOD SHALL BE CERTIFIED TO MEET LOCAL STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTSAND DISEASE OF ANY KIND. (4) SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OFALL CURBSAND OTHER HAfRDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES„ AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP -DRESSING IS NECIESSARYAFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD CLEAN SAND AS APPROVED BY THE OWNER'S REPRESENTATIVE SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY. (5) DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE. (6) LAWN MAINTENANCE (7) WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, V/VELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE -SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS (LARGER THAN 12"X12") UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNER OR OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BEACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDING REGRADING IF NECESSARY). (8) CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN FOR A PERIOD OF TWO YEARS UNTIL ACCEPTANCE BY THE OWNER OR OWNER'S REPRESENTATIVE. PARKING ISLAND, SIDE DETAIL f7'-0" i TO CENTER OF ;,NEAREST SHRUB ....... ..__._ _....... . .i o So t " o 0oo0 . 5-0u.___i.B°oma _ MIN. CLEAR F ,.-, - `, 1. 'w,.___ , 1. PARKING ISLAND, NOSE -IN DETAIL 2 ` 1 1. INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN. MULCH SHALL BE MIN. 3" DEEP. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24" OF A PARKIING SPACE ON ANY SIDE 2. CURB OR PARKING LOT EDGE Parkin S Curb Planting _ Space � . SECTION NTS SHOVEL EDGE DIFFERENT PLANTING TREATMENTS GENERAL NOTES A. PROVIDE SMOOTH CONTINUOUS EDGE AS SHOWN. DIG EDGE WITH COMMON SPADE OR STRAIGHT BLADE SHOVEL. Shovel Edge Detail SECT( ON EXISTING GRAD (DASHE[ r C 5" MIN. NTS ARBORTIE (OR EQUAL) NAILED TO STAKE Tree Tie Detail SECTION (TREES UNDER 3.5" CAL. OR 14' IN HEIGHT) NTS 1, ARBORTIE OR EQUAL SEE TIE DETAIL THIS _) SHEET (NOTE FOR MULTI -TRUNK TREES, USE 120° SEPARATE GUYS TO STRONGEST TRUNKS AT ENDS ARBORTIE 1� 'I 20° CENTER OF EACH). EQUAL) BACK. PLAN 2. 3 1.5" X 8' MIN. SQUARE OR ROUND RE TO STAKE WITH STAKES SPACED EVENLY IN A RADIAL �LVANIZED ROOFING PATTERN AROUND TREE. OR USA A KNOT. 0 3. 3" MINIMUM OF MULCH AS SPECIFIED GENERAL LANDSCAPE NOTES: A. CONTRACTOR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS, PERMITS, AND REGULATORY REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. B. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPING AND IRRIGATION PERMITS. C. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS PROVIDED BY OTHERS. D. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. THE CONTRACTOR IS RESPONSIBLE FOR FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, C. WHICH OCCUR AS A RESULT OF THE LANDSCAPE CONSTRUCTION. E. FINAL LOCATION OF ALL PLANTINGS SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S CHOSEN REPRESENTATIVE. F. SUBSTITUTIONS AND/OR MODIFICATIONS TO PLANTING LAYOUT, PLANT MATERIALS, ETC. SHALL NOT BE MADE WITHOUT THE WRITTEN CONSENT OF THE OWNERS REPRESENTATIVE. AND APPROVAL BY ALBERMARLE COUNTY. G. CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE DETAILS, AND AS INDICATED IN THE LANDSCAPE SPECIFICATIONS. H. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. I. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. J. ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY DEFORMITIES, DISEASES, OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR DISFIGURED/ CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, INSECT DAMAGE, ETC., ARE NOT ACCEPTABLE AND WILL BE REJECTED. K. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE PLANT LIST AS MULTI -STEM. L. ALL AREAS ON PLANS NOT INDICATED TO RECEIVE SOD PLANTING, PAVEMENT, OR HARDSCAPE WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED PER THE PLANTING NOTES, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. SEE PLANTING NOTES THIS SHEET. M. PLANT MATERIALS SHOWN ON PLANS ARE A GRAPHIC REPRESENTATION ONLY. CONTRACTOR ORM ALL LANDSCAPE INSTALLATION SHALL PERF N ON THE SUBJECT PROPERTY, AND NOT ON ADJACENT PROPERTIES, UNLESS OTHERWISE DIRECTED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. ROOTBALLS OF SHRUBS AND TREES SHALL BE PLANTED, IN THEIR ENTIRETY, WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY. N. QUANTITY TAKE -OFFS INDICATED ON THE PLANTING SCHEDULE ARE FOR CONVENIENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE QUANTITIES SHOWN ON THESE PLANS PRIOR TO PRICING THE WORK. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE SCHEDULE, THE GRAPHIC REPRESENTATION IN THE PLANS SHALL DICTATE. O. ALL LANDSCAPED SC PED AND LAWN AREAS ARE TO BE IRRIGATED. P. ALL AREAS TO BE LANDSCAPED OR COVERED WITH MULCH MUST BE TREATED WITH A HERBICIDE PRE -EMERGENCE CI E SURFLAN DA TAL R P C O APPROVED EQUAL) IN ACCORDANCE WITH APPLICABLE FEDERAL STATE REGULATIONS AND THE MANUFACTURER'S INSTRUCTIONS. Q. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5' BEHIND THE CURB LINE. R. THE LANDSCAPE INSTALLATION CONTRACTOR THAT INSTALLS THE PROJECT PLANT MATERIAL SHALL BE RESPONSIBLE FOR ESTABLISHING AND GUARANTEEING A HEALTHY AND VIGOROUS LANDSCAPE FOR A PERIOD OF TWO (2) YEARS AFTER SUBSTANTIAL COMPLETION. S. THE OWNER RESERVES THE RIGHT TO INSPECT, AND POTENTIALLY REJECT ANY PLANTS THAT ARE INFERIOR, COMPROMISED, UNDERSIZED, DISEASED, INSTALLED INCORRECTLY OR DAMAGED. NOTES: 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. PRUNE SHRUBS AS DIRECTED BY OWNER'S REPRESENTATIVE. 3. 3" MINIMUM OF MULCH AS SPECIFIED. WHERE SHRUBS ARE PLACED IN MASSES, MULCH SHALL BE SPREAD IN A CONTINUOUS BED. AN APPROVED WEED BARRIER FABRIC SHALL BE INSTALLED IN ALL PLANTING BEDS. 4. SOIL BERM TO HOLD WATER. TOP OF PLANTING PIT 'BERM' TO BE LEVEL ACROSS PIT, SLOPE DOWNHILL PORTION OF BERM AS REQUIRED TO MEET EXISTING GRADE. MULCH OVER EXPOSED TOPSOIL. 5. FINISHED GRADE (SEE GRADING PLAN) 6. PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES). L T\ WHERE TREES ARE PLACED IN SOD, MULCH 1 jD \� RING FOR TREES SHALL EXTEND APPROX. 6" BEYOND EA T � R H SAUCER/BERM UNLESS 11 INDICATED OTHERWISE BY OWNERS REPRESENTATIVE. AN APPROVED WEED BARRIER FABRIC SHALL BE INSTALLED IN 2 ALL PLANTING BEDS. 4. SOIL BERM TO HOLD WATER. (NOTE 9101 REQUIRED FOR TREES IN SIDEWALK TREE 3 PLANTERS). 5. FINISHED GRADE (SEE GRADING PLAN) 4 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE 7. B & B OR CONTAINERIZED (SEE 5 SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 0 8. PREPARED PLANTING SOIL AS SPECIFIED. o 11.11 1:\ SEE LANDSCAPE 0 o i. "e�.° ,. . ( N TES) 9. ROOTBALLS GREATER THAN 24 DIAMETER 6 SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY „ ',. : - ____0 - ....- SIT ON COMPACTED EARTH. 10. APPROVED WEED BARRIER. 11. FLAG ALL TREE TIES WITH BRIGHTLY - 2„ 8 COLORED FLAGGING. "- l:: TYP. � NOTES: A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO • ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A INSTALLATION. TOLERANCE OF THREE-. DEGREES, UNLESS OTHERWISE 9 B. FINAL TREE STAKING DETAILS AND DIRECTED BY OWNER'S REPRESENTATIVE. PLACEMENT TO BE APPROVED BY OWNER. C. TREE SAVER ANCHORING SYSTEM MAY BE SUBSTITUTED FOR WOOD STAKING SYSTEM Small Tree P a n t I n UPON APPROVAL BY OWNER OR OWNER'S g REPRESENTATIVE AND H NRI 0 COUNTY SECTION (TREES UNDER 3.5" CAL. OR 14' IN HEIGHT) NTS 120° \ 180° 1. ARBORTIE OR EQUAL (NOTE FOR MULTI -TRUNK TREES, USE SEPARATE GUYS 120° TO STRONGEST TRUNKS AT CENTER OF ,,.... 120° EACH). MEDIUM AND LARGE TREE "5 3 1.5" X 8' MIN. SQUARE OR ROUND �� 180° � � 1.5" CALIPER AND PATTERNAROUNDTREE. NLY IN A RADIAL SMALL DECIDUOUS AND GREATER STAKING PLANS. 3" MINIMUM OF MULCH AS SPECIFIED. EVERGREEN TREE WHERE TREES ARE PLACED IN SOD, MULCH STAKING PLAN RING FOR TREES SHALL EXTEND APPROX, 6" BEYOND EARTH SAUCER/BERM UNLESS 1 INDICATED OTHERWISE BY OWNERS 11 REPRESENTATIVE. AN APPROVED WEED BARRIER FABRIC SHALL BE INSTALLED IN 11 ALL PLANTING BEDS. il- -1. .. .. _. . 4. SOIL BERM TO HOLD WATER. (NOTE 2 REQUIRED FOR TREES IN SIDEWALK TREE G PLANTERS. ) 5. FINISHED GRADE (SEE GRADING PLAN) 3 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED EXISTING GRADE GRADE (DASHED) 7. B & B OR CONTAINERIZED (SEE 4 SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 5 8. PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES) 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF o UNDISTURBED SOIL TO PREVENT SETTLING m ROOTBALLS SMALLER THAN 2 10 - " ,.. 6 4 IN DIA. MAY " _. SIT ON COMPACTED EARTH. , i 10, APPROVED WEED BARRIER. 11. FLAG ALL TREE TIES WITH BRIGHTLY -----(D t �� �1. , - -1: - 1. , _. , ; . -1 .... ,..,.:! I J COLORED FLAGGING, NOTES: 1� 1 8 A. CONTRACTOR SHALL ASSURE PERCOLATION _ 1. l-YP. OF ALL PLANTING PITS PRIOR TO INSTALLATION, 9 B. FINAL TREE STAKING DETAILS AND + ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A TOLERANCE OF PLACEMENT TO BE APPROVED BY OWNER, THREE DEGREES, UNLESS OTHERWISE DIRECTED BY OWNER'S C. TREE SAVER ANCHORING SYSTEM MAY BE REPRESENTATIVE. SUBSTITUTED FOR WOOD STAKING SYSTEM Slope UPON APPROVAL BY OWNER OR OWNER'S Tree P a n t i rig on a S O e REPRESENTATIVE AND HENRICO COUNTY. SECTION , X, NTS BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. REFER TO PLANT SCHEDULE FOR SPACING. MAINTAIN 12" DEAD ZONE AT BED EDGE. PLAN __\ NOTES: 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT. 3. 3" MINIMUM MULCH AS SPECIFIED, AN APPROVED WEED BARRIER FABRIC SHALL BE INSTALLED IN ALL PLANTING BEDS. 4, EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 5. FINISHED GRADE (SEE GRADING PLAN). ./. SEEDED AREAS WILL ONLY BE ACCEPTED AFTER DISTURBED AREAS ARE COMPLETELY COVERED IN A DENSE LAWN I TYP. SCARIFY ROOTBALL SIDES AND BOTTOM. I YP. SECTION 6. PREPARED PLANTING SOIL AS SPECIFIED, (SEE LANDSCAPE NOTES) NOTE: WHEN CONSISTING OF THE SPECIFIED PERMANENT GRASS. • ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS NOTES: SUITE 300 • ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE GROUND- COVERS AND SHRUBS USED IN DIRECTED BY OWNER'S REPRESENTATIWE. MASSES, ENTIRE BED TO BE AMENDED OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS TEL: (804) 419-0740 WITH PLANTING SOIL MIX AS SPECIFIED. Shrub/Groundcover Planting on a Slope PRIOR TO INSTALLATION. Shrub/Groundcovcr Panting 7. SCARIFY ROOTBALL SIDES AND BOTTOM. SECTION NTS PLAN/SECTION NTS /2\ MINOR AMENDMENT TO (ORIGINAL SITE PLAN NO. SDP 201600046); CVS PHARMACY LOCATED AT SEMINOLE TRAIL AND RIO ROAD ALBERMARLE COUNTY, VA , 111 NORTHERN 117945 SF RIGHT CHAMFER DRIVE-THRU STORE NUMBER 10746 SEMINOLE TRAIL &RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPES NEW STORE DEAL TYPE FFS cs SECT NUMBER: 860471 ENGINEER Kimley)))Horn CONSULTANT KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 SEAL: REVISIONS: 5/10/16 WATERLINE UPDATES �\ 6/16/16 ADD TREES TO RT 29 DRAWING BY: RRP DATE: (FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: LANDSCAPE NOTES AND DETAILS SHEET NUMBER: CP -501 COMMENTS: '� �j �� [ IV * Z = LUMINAIRE MOUNTING HEIGHT A.F.G. Luminaire Location Summary LumNo Label X Y Z * Orient Tilt 1 A 429 273 20 328.57 0 2 A 412 205 - 20 0 0 3 B 681 291 20 180 0 4 C 672.792 188 20 180 0 5 C2 493 151 20 90 0 6 C2 573.165 151 20 88.636 0 7 OB 600 309 9.33 0 0 8 OB 598 j 307 9.33 0 0 9 OB 604 305 9.33 0 0 10 OB 602 303 9.33 0 0 11 OC 483.9 221.4 20 0 0 12 WP 618.3 229.6 12 0 0 13 WP 618.3 254.6 12 0 0 14 WP 618.3 279.6 12 0 0 15 WP 613.3 290.3 12 45 0 16 WP 571.4 309.7 12 90 0 17 WP 536.4 309.7 12 90 0 18 WP` 501.4 309.7 12 90 0 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. FOR PRICING CONTACT NESCO 40 Hudson Rd Canton, MA 02021 Tel: 781-828-9494 Fax: 781-575-1398 E -Mail: CVSplans@,nescoweb.com HUBBELL IS NOT RESPONSIBLE FOR THE PERFORMANCE OF LUMINAIRE MANUFACTURED BY OTHERS Luminaire Schedule Symbol Label Qty Description Arrangement Lum. Watts Lum. Lumens LLF BUG Rating Avg A 2 - CL1-60L-4K-4 (Hubbell Ltg) SINGLE 141 12036 1.000 B2-U1-G3___ 0.12 - B 1 CL1-60L-4K-3-BC (Hubbell Ltg) SINGLE 143.5 7728 1.000 B0 -U1 -G2 3.06 C I -- CLI -60L -4K -4 -BC (Hubbell Ltg) SINGLE 140.3 9656 1.000 B0 -U1 -G3 m C2 J 2 QTY 2 - CLI -60L -4K -4 -BC (Hubbell Ltg) TWIN 140.3 9656 1.000 B0 -U1 -G3 0131 4 5811-1SAT201-8040M SINGLE 19.9 1130 1.000 N.A. 1 OC WP I 7 EVO 41/29 BAR 120 DSXW1 LED 10C 1000 40K TFTM MVOLT SINGLE SINGLE 48.9 40 3108 3065 1.000 1.000 1B3 -U0 -G0 1B1 -U0 -G1 Calculation Summary THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 Label Description 23113 Units Avg Max Min Avg/Min l Max/Min Property Line Fc 0.12 0.5 0.0 N.A. N.A. CVS PARKING - 1.0 FC MINIMUM Fc 3.06 7.6 i 0.8 :T3.83- 9.50 POLE SPEC FOR CIMARRON: SINGLE FIXTURE SSS -XX -XX -X -A2 -XX TWIN FIXTURE 180 DEGREE APART SSS -XX -XX -X -C2 -XX POLE AND WALL MOUNTED FIXTURES - DARK BRONZE GRAPHIC SCALE IN FEET 0 10 20 40 I NOT A CONSTRUCTION DOCUMENT -FOR DESIGN PURPOSES ONLY pharmacy' NORTHERN 11,945 SF RIGHT CHAMFER ■ ENGINEER Ki m I enyo)) H o r n CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 SEAL REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TITLE: LIGHTING PLAN SHEET NUMBER: CL -1 01 COMMENTS: -------- ----"-- ­­ . I TYPE ------------------- kto 111 1111r, IN,, DSXW1-LED IOC -1000-40K- - I TYPE WP ­_ , tJr ", ae IM -1 ­-­'­­"_­__,_­' — - - ------- --"--,,—,---- - - , , W7 r- tl,�, F, � 07 � , ,� . 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I I I I ... .�. � I'll. 7�1111-1 � . I 3 ,� I Ll."d Wortemperwr,ite 0 ) ElSlT'AD 1IUI,l�'l _,-.11 1� , I � ,,� _,____,__.__ ; t ;6,,�lft:), I V It 11 , � , I ";M � �; I I ts . I �Ift ; Z'. . I . r4F2 �o!.,rr P, ,,,, I " �'t�, I;rz,, �­ 30K : I . I I : I 1r)-1 I : VIG r; I d" i)t.V:� � . cl(KE �i : I .11 ­­ "I'll, - I - � I.''..", 1"... ­ - � . - - � "I'll" .. . ... ­­­ � I.. I 11 ..- ­ 1.11, _.­­ I... I 111.11 - � - 1. -.11 I 11 I—- ­­., I -.1.1 ­­ 1. ­ .1.1-1. 11 .­­ ... I -11 11- 1-1.1 ... � � __ -, ; . I I 1;1.1 ; Wir ".;., I I I FEATURES & SPECIFICATIONS i ,�,, i I I 4 i i . . : I . . t all i ericso kJSF I ELECTRICAL I . * ; I , :9 " : 'J ; y I. ; 1" �tl,­ 1. ,�,-, ;-,-t�, .", "li ,,, ,-,,,, to "n -"I t�­i�t, r1fthrt �)-S�­i,,,,,l1 �,z.,, , Z­�,,� it zzl�,,, �lyl,-,- fl� rlt 1,��Jx,tiz; or,­sw l�� 10 13;,jil -ffl­,,- i.­D,�. f-of�F,--d -� 1 , ­,�tl,-,ll ,o;l-.� - r ll:� �,,r�) t', ;ly," o ;, - , t " : r I , I., I . i I", � - 1_4 ; I . : I.:,:,.tot, . A 6i,�,a,,t 11 . t U.Sal,'H.'V�,( �lr­ll 2s�10' Cl,i.,�, 1 t: %A.U'�­ : ,i,,,, _,, Lt b�l%.irx, rv.:� .. ... tt,tot­.,�:;, �f�dp,lh­,; i.:,,;��rt,-%�o, rxr,e,:t;r,w,,f�,::f i", : t,1,lAm;,�.1:, , . ;,it! l!1:1 F.":, ;r.,':;i lc,lu tit I � . , I � I I I - , I ____ ... �,,-",---,----,.,-_--,--,-,-----..�-----,..,.------,--<-,-,-------,.,--,,---.",----"—.---', i :Jti,tll� fl -"e a.,­�f r-t:., >�MS, I r 1�r, ,,,_,,0',',',,, ;,:�J a rt l�F,.�_l:,t 2, *K',",t,�lt,t�­If"!�Ir t�"`r­ I .1 CONSrRUCTi0a1 : ,�,d�,�.r,�, t":�'SIFF.) ,,,rxill�,,, ;; tq,­)�,, "Ilf,�.,, pll�t,ct u- t,uti!�­ _;!,;':;lz"i ",thirl ti �it:,l1l1r',';t,, i 11 . NOTES I .1 .Accessories " Ts. p-,c,di ­,'; �'Ilrxr!tj�,l f�',,11,1"',�, Il;3, �­lrtwq:lll rl"f 1�1�,il, l,,� J11. 0,'>ti":Le �h,,m�'l 'r �l ,-11_1 I 1 ­ - " , el- t, a�e,-;�l,y : ."tt"N'Ster'. I: Cft:�Al,el), I I 1, I I 11 , , , � r: i Mvf­�ffd,v,,�, ,,,:�f�u,�,; - ""yfir.,� ,�,�lliq, tl,ttyr !2f)-2?-jVJ-Klt1Q: 1,). 5FA,6?y !20� _;38,24U t;., 277 �Ptioo� - ,ho­ld"'tu�,l if,f, I -� x" i ,,, - I I I , :11 : � ,; ,,, � 1t,41"; 1-111", I . I Ill eh �o,rc:r,t:-ll -.�­­i� , ,� co. rv,j Mod;­,,k�'iq', al!.%,� "cr — "f, , -.z;­J�­l,w�, F.c . ,,ill, fiM:,lU rSF,e`:- or)�'­!,��, o� pI J,-�E -pt,iol,l, I f,r) �.;­ttt� l, -, �,zel-1,�:r �ne t!"Ic. ',�; �,F,�,llrrt�liy �o�,,,:�- i, f,,�tl, 1.�-rz, I'.' t,. " ­, , Z %, �. � 1, Ii11, - _��."�': ­,;,-­,J:,_:J : iNSTALlATION 2. 5"'k b,�,, lil�rls it�,.,l le�l - ijxt..­C�.,�rot - F.+j;,ga:.""f C,.Zfl,a, W wd'-d �,f "ll a"t, ...... lt :::I. ,J. ,rtd:,.-,:Z,3:ir:, H ­fli,j I ��:,lFJIJ,,y �:;:,:;,', ,j.w� t l.,; i�,Jl;,,, ',,J,�F�,�l,l­tllrr, . ��'.1�i:�i,��i,:,��,,,,��,',,,�. 171�,.wrr,q J,,�acre� tltwci:,­, �,?1:1'lr1!',' m l,,�, 1, ­;I�id ,j rc;,"", �;�il,,; "'t'd �rxrjhlt U ril);,1 I'll.l"I'l �,t,.,� " ,�r,l ,,�, 4;t'd : I t , " � I -4 :� .� , , X . .1 � 11 I io ,,,A�k�,,��i,:tri_,', i'l:� :lfl�roo,�,b. o'tl,:l,,�,e­.,,J-�,t­d ,�� 1:,",,,�,­� �� laru:6,��;l, ril:t � t 1i "I " ,er­)�­ `2r). �!Ua, > 0 ... . .. t0 ,�� ty��; P..",t''N"I a,ll.l­ _�i q,,,uur.Or'_c;:,,r9r.1 sa­�, Sit', ,,, F`iRll�. ­`;-xvi;.�,,,t, � Fti`,� . , , r �t I, _, I I . 1 "3 phom�­'I- - .1 . �_Iltlbusir cl,e l�,:mt,iC�: 1� i . 4 ���,��:f;e-",�.�,-,�,I"e�'�,,i��; �,,f�rd�t�i,:,,�f�,!.�,��5�n�bi�,,-,!:�h-'s�,�6.,�l-t - FINIIH I ... ;I�bl,,,,,�.,"V'E'�,�p�,��,���bl'i�,�'.�p,�p�-ot,��"f),Dt"",,��qc'i",�t�"ci3�c- flnlitlfl�Vllj is 't 1-1,��,:�)�r,�r�,,�-�,,,rc;t,�,t�:�1)1,,,,,�,?��",-�"t"-,�."i tr,;,-(!_,)"-"�, ir`.l,l',,,rr,!�­T o­,30­,­,�,l- � � � . -JINGS , .f l�­ . 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V - _� - J ' A 'Y� CT F ETIM, -'1'1� I I 4 I 'a I i To 11 id i — — I I I I � 11 I I I , _. " ft�­llt 119 �iAl'1111 . I �!��c�,i,p,,�:�,l�,'�,."*�,4,:t��t,,�V�pt,,-,�, �l�­M,�mah� ev,t��n EBW ': r,i,z_�,_,� V;oilt�,i ,�E, r". ro I 'wr", lit­� locl!�,,If` � , �1. V - ,lt ­', ,; , I t��I,br;:�r"��, e��-f;;/ ;r� OPT! *�:" �tl'tll " ,i_,f, P I I 11 V­r�lat . �. .: ...... ;14 S"xil., "u'Ll i"In 'eq'i". 20c,� -, 7 ,, �1,tt, t ,,, c,p­ft, I 8 .. ,j, �pl,i�­. Dr,,bl, ',­�, OFF r,,q, - 208 ., 240 -itse Pr . . !rj,r� o ­i, It,, / ,,,,,�Fc lt�­­, f_'r1_tj,l.,;,1:�,pk �'vlt-'��L�ll�', tFo,", . �­ 1, ,�; l: - I 1�, 1, I i , I � - rf N,,­­":iaI,F,­1:l ,,oq:­t1,, ,41.',t,,lty; ,���l,,­,,..x tt, i,F_1 ... �6­ i �p I I I I -i .If I , ,�, � � 5" 't; t. l: ; , " - .1. .1. : ,:v,lt�. 1, c t t':ln'i l o l;,� t"', ,::l�,�;�I:��Xr_' l� %, � 11'.,ifi,:a 1, lc� �­ 'i t,;;�., 1- I IllIe'i ,:,IDI ,; . I K . :1,��t; plate r ,<;'­,�J�;s­, ,%l�r �:.;:, iq - ",l�e� .1 �,, ,� "t"'t- , - . o:. ".1. , ; I ic `_t ". dt,,�I,��,,J. ,,,�t:zxsll "t, Jp;l,�, _�f-,, -ll, det,,.11. 4�C)",'O,Y?:,)'"'�K,:)�',CO�,K�t -"ifl,�'�,l�;,o:,�;��,",,:,v�,��,,, I 11. 16-1 - _t . r,W ,�' , I 11 I I ­­ '_ , 1. 11 I - '9 1) : ; . . I - , � )!!, Wh; ,� .t 11 ,"8.1209 - ,,;,,,,,,,:,� " ,�,�,lrr "'W Crl,�t i., 7i"."ni"I l""'.Jii - Co�­­­,,,,, Gittt');�I,l �­ '2 - llon-: em).- S� 4, - t:%tt': 7,'(19K 209 - * ,,,�� t,ht ?:c, r -1 J.',�Xr,`Jf _E"[" � o-, � , ,r ,� � - ,,�,,,r _'t, il`e`� 7; t-- , . .� . : -0 t � 11 11.1 I 6 : , . - , ­ " ,,,- ,,�- � . t � .11" !Vvq - Cr,rqe,,�, G.00- ,C01? - fl�c,,-�(.�!��,'�,,�),2e'9�8("41 - F.",iill" , yiy-- ,,,�, �, ", ;olvvv,,4 j. i u 3 * 1 , i 'A , I'll YLVANIA DRIVER 79556 - Configuratie output to perfectly - OTIOOV4 - compact 15 profile - match the LED load and maximize 1,18" x I .O` (W X H) !performance - Universal Input Voltage - • Multiple Class 2 Constant Current 120-277V AC 50/601-1z output channels to reduce * Dimmable tv,Jth 0 1 OV dirnmurs luminaire BOM costs Anchor Rod Hex Not t" i \ I -'o _1 GASlt�, 11 ',),�': * High posifer factor and efficiency, * Vi.lido selection of standard pre- Plain Washe � -1 . ..... 111-11 4. 11-1 r " I 1, . � , Base Plate _----- I configured drive contents and 'Short circuit, Open circuit, custom configurations: overload and overheat protection -- OTIOOW - 45OmA to 700inA for sustained performance . . C ; L �A : 630 . I t . * UL Class 2 output for safe, : I i I 1. Operation SSS SERIES Call.# SF2RUIL-931NO POLES 'Job Type 6 L J UIt I I it G Approvals SOUME STRAIGI iT (STEEL . - . APPLICATIONS * Lighting Installations for side and top mounting of luminaires with effective projected area (EPA) not exceeding maximurn allowable loading of the specified pole in its installed geographic location. FE47URES # SHAFT: One-piece straight steel with square cross section, flat sides and mininIUM 0.36" radius on all comers. Minimum yield of 46,000 psi (ASTM -A500, Grade B). Longitudinal weld seam to appear flush with shaft side wall, Steel base plate with axial bolt circle slots welded flush to pole shaft having minimum yield of 36,000 psi (ATM -A36). . BASE COVER Two-piece square aluminum base cover included standard. . POLE CAP: Pole shaft covered with removable non-metallic cover when applicable, Tenon and post -top configurations also available. . HAND HOLE Rectangular steel - reinforced hand note (2-5" x, 4,5"). Pole grounding lug located behind gasketed cover. * ANCHOR BOLTS: Four galvanized anchor bolts provided per pole with rninfriatin yield of 55,000 psi (modi- fied ASIM-A36). Galvanized hardware with two washers/nuts per bolt for leveling meet or exceed bolt strength. - FINISH: Durable Lektrocote,'TGIG thermoset polyester provider coat paint finish with Nominal &O mil thickness. Zinc -rich powder paint prime applied over "white metal" steel substrate cleaned via mechanical shot blast method. Decorative finish coat available in seven standard colors. Custom colors available. RAL number preferable. Internal protective coating available. Nominal Height � _tr!11. - 1 .,�(.i'�i�_,_ Bolt Square "I * � 1 -, - - .. -I-- -1 _r_11 Bolt Circle \ - nuuvijbtra clutter � ... ­­ ­­ I I'll .1 .... - "I I I ,,, � I .... LLL ­­ I ... 11 11 . I 11 I I., L I .. I 'LL". ­. L . I ......... - 1. L .... - L I 11 - - ..... .... LL LL ... L L LL I . .... L L 11.1 11 . 11 ..... - I I - ... I .... L' DO �? IIT f�, , , " EmEmfioump � ""�� " -,-I-IUI I riarsIbIle t 121, E 1 I I I =Ur I -1-111111 � 1.1.1.11- I BASE DETAIL 20 AMP GFCI OTI OOW - Compliant to 47 CFR, Part 15 Class B L I LWENS . I� I . P -----q .... RECEPTACLE & COVER . � I I ViATIAGE I, INITIAL OUTPOT ... 5"LL'L � ....... . L . .. ... L ... L' �: . . .... L' - .11 .... - ... ... " Anchor Rod Hex Not t" i \ I -'o _1 GASlt�, 11 ',),�': I— -..--- __ - so 1 > Plain Washe � -1 . ..... 111-11 4. 11-1 r " I 1, . � , Base Plate _----- I I � r I- t r I i . I I . . , __ " -, _ , - - . I ___c � : r L F t - 51 A cl I I . I _t ILLL 'L L I 1. . 1. , " Bolt Projection Grout Finish Grade .." , I - I . _ i I 1 i i I � � � . . I I . . C ; L �A : 630 . I t . , , , , I Plain Washer � t-,- ­ I : I i I 1. t ; I I ty - t... ; I : _'� "", 1. ; Hex Nut, - � 1�1 ":�. : � , _: � .1 . , I `_ I � _E I , � � : I - i Irl I i ,\ , I ).-.,a', i t t ; I t Grout after pole is set __ " * ­ � . ., I 11, I . and plumbed / . � . . � I . . Engineering of �, � " , t� � - -l' - -_ - 3L�' . I : - , . . 1. I.. 'L ­�' . I L � . - L 11 I .1 I 11 t L i L Foundation Level footing by others -/ CASKEf-� I., V41FILLICTtuall , 'T--_-_-_, D2013 LF ILLUMHNATION LLC I H �,'O(' ):1 jA�i F E: PL,3 " AlIA9,10NO ,___1 'r_R , e- 8,11. `_,�­ tr If, , " a A,w ,Sl(,_,,� � ��'i t � "T v ,c SEE THE WORLD IN A NEW LIGHT JJl*�,';,�,Pl, %,,, tA" JA It t " to , Gila OPTION SC 29607 - P Sparld enribarrif Boulevard - Gre " horie: 864 ing Lighting - 701 Milt � _tr!11. - 1 .,�(.i'�i�_,_ Bolt Square "I * � 1 -, - - .. -I-- -1 _r_11 Bolt Circle \ - nuuvijbtra clutter � ... ­­ ­­ I I'll .1 .... - "I I I ,,, � I .... LLL ­­ I ... 11 11 . I 11 I I., L I .. I 'LL". ­. L . I ......... - 1. 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' 'I 1, , 1�1 weather )roof seal around Poch - Features exclusive MHUBB technology , individual LED for I 3 rating -Wifeless system for On/Off and "1111tt`01N11;1 "I 1111a`_`,I O-IOVDC full range dimming control " I - Backlight Control LC) option available for -Prograninnable autonomous operation 85% Spill light fedhotion, doesn't change � I I fixture appearance or EPA, recommended # Drivers are 0-10V dimming standard, ,I r I for Type Ill and Type IV distributions Photocell and occupancy sensors available for complete on/off arid dimming control 60 LED 90 LED -Stamped bezel provides mechanical - compression to seal the Optical assembly , lumen maintenance: DIMENSIONS • L90 at 60,000 hours Projected per IESNA - Complements the Hubbell Southwest Thi -21-11) series of Outdoor fixtures Installation: - Weight - 45.0 pounds, EPA - 13 ft" #Too die-cast akInnintral arm designs: The Upswept Arm I 6 : decorative arm offers a sleek upswept look : ,Fi �ili..,.l Ill I -- ., � . it - - Suitable for applications IQ urfurg JG while the straight arm follows the housing's . ,�.. i ­ I : l I i� :H It , I t . I I' I 1, ; t, ., 1, , �i r. 11 H - : I testing pro's 1 M6,31 contacted thin for continuity of style A , I j� l ; ihili, ; � "I --- i : I I I . .1 i: ]i1117, Z : , , I F . . . I r . I . jl !I I� q � I : I , � it l , 14 I I , , . 10 I I I pti= - Fixture Ships ,"'All coot installed for ease of I 0 � I ".., I -1 I B I - "i ... �; 6 Choice of 72 high !)if( fitness LED COIlfigLF­ Installation and mounts to #2 drill pattern I rations with individuaI!act ylic tenses specially designed for IES Type 11, 111, IV and - Wall bracket, most arra fitter and pole StraightAne I . E . V distributions accessories are also available . I I � . ­ '..., allowing easy mounting for virtually . l ii i� I 1 1 ., , I ; . : I , , F : , l . * CC V: 3000K i80 CRF, 4000K I,70 CRI)� any application 111jlj1`!!: " �, 0 1 11 � N ­ I'll. 1, " I 101 l�l lii i� L.- �F_ I ; . I 1 't ,j . I I 4 5100K (67 CRI), arid turtle hiendlyArriber I , I I I I , __ .. .... . � t 1�li J: LED Options Finish: .1. 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I B - GRI: 70 finish applied it nominal 2.5 Fuji thickness , - Electrical: Warranty: - " - Universal input voltage 120-277 VAC, Five year limited vsartant� (for more infor- % � �:: = '=_ � ��- 50/60 Hz mation visit: h4-1/vviritAt. ubbelloutdoor.com/ _= 'Llill, - '= reamcgAmarratily! =U�� , _�­ �u. _­= - Intat: al step-oovvii transformer for 347V I ­ ' ' & 20V Listings: • Listed to ULI 598 and GSA 022.2#250,0- f� . __­ at�h.­­ - Ambient opelailing temperature -40'G to 40'C 24 for wet locations =­ =1= l I l - Automatic thermal Self- protection - Models meet DesignLights Consor- !: , flum (DLC) qualifications, consult * Drivers have greater than 901/'s power DLC website for more details: I factor and less than I0% THU Mtp_// J � I I - Optional continuous dimming to I 0% or - IDA approved # IP65 dual Circuitry available : I'll, t I - LED drivers have output power over- t - I G ­_­ - I k, L11 I I cr LIM I I on V 01l L10 I 11V 410 A B G 0 E F G It, tr-. 91 - 'Cer 4C I z�ll 631,41, "I 3/4" J61 6 ellall 65 5 illir 6 1/81, I Miil j, 'fx , , 11 , � , �� , 1 171 orn 5521pal 4i)(3null l6rinn h3o'lon 14,1mrin 165=1 t , , ,,, W��UB13 ­­, - Us' , 1, Irmw 4� "I'll ----------- ,� fact's 0- ORDERING INFORMATION SEE NEXT PAGE � .. 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CL -1 02 U�Jj 1�9 TRAFFIC MANAGEMENT PLAN (TMP) INTRODUCTION MAINTENANCE OF TRAFFIC THIS PROJECT IS RE -DEVELOPING A PARCEL ON THE NORTHWEST CORNER OF US ROUTE 29 (SEMINOLE TRAIL) AND RIO ROAD (ROUTE 631) IN ALBEMARLE COUNTY. IMPROVEMENTS WITHIN THE RIGHT-OF-WAY CONSIST OF ENTRANCE 1. LANE CLOSURES WILL NOT BE PERMITTED ON HOLIDAYS NOR ON THE DAY BEFORE OR AFTER, UNLESS OTHERWISE DIRECTED IMPROVEMENTS AND CONSTRUCTION OF A TAPERED RIGHT -TURN LANE OFF OF RIO ROAD. BY THE REGIONAL TRAFFIC ENGINEER. TEMPORARY TRAFFIC CONTROL PLAN 1. THE PROPOSED IMPROVEMENTS FALL UNDER THE TMP TYPE A PROJECT. 2. NO TEMPORARY LANE CLOSURES OR FLAGMAN OPERATIONS ARE PERMITTED BETWEEN THE HOURS OF 5:30 AM AND 9.00 AM AND 3:00 PM TO 6:30 PM, MONDAY THROUGH SATURDAY OR AS DIRECTED BY THE REGIONAL TRAFFIC ENGINEER. 2. THE PROJECT LOCATION IS ON THE NORTHWEST CORNER OF SIEMINOLE TRAIL (US ROUTE 29) AND RIO ROAD 3. WORK WITHIN RIGHT -OF --WAY ALONG RIO ROAD FOR THE TAPER CONSTRUCTION WILL BE RESTRICTED TO THE HOURS OF 9PM (ROUTE 631). TO 6AM MONDAY THROUGH THURSDAY, 1OPM TO 9AM FRIDAY NIGHT INTO SATURDAY AND SATURDAY NIGHT INTO SUNDAY, AND 8PM TO 6AM SUNDAY NIGHT INTO MONDAY. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL DEVICES, SIGNAGE, EQUIPMENT, PERSONNEL, INCLUDING CERTIFIED TRAFFIC CONTORL PERSONNEL, ETC. TO CONTROL TRAFFIC DURING CONSTRUCTION WITHIN VDOT MAINTAINED ROW. ALL TRAFFIC CONTROL SHALL BE IN STRICT ACCORDANCE WITH THE STANDARDS, GUIDELINES, POLICIES AND OBJECTIVES OF THIE 2011 VIRGINIA WORK AREA PROTECTION MANUAL, 2009 MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, AND ALL VDOT PERMITS. 4. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING AREAS FOR EQUIPMENT STORAGE AND STAGING OF MATERIALS. THE WORK ZONE SHALL BE MAINTAINED ACCORDING TO THE TEMPORARY TRAFFIC CONTROL PLANS AS SHOWN IN THE CONTRACT DOCUMENTS. 5. THE FOLLOWING TRAFFIC CONTROL SPECIFICATIONS FROM THE 'VIRGINIA WORK AREA PROTECTION MANUAL SHALL BE USED: TTC 16.1, TTC 27.1, TTC 29.1, TTC 35.0, AND TTC 53.0 AS REQUIRED. 4. CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER IN WRITING WITH A WORK SCHEDULE 2 -WEEKS BEFORE STARTING WORK. THE REGIONAL TRAFFIC ENGINEER WILL DETERMINE IF POLICE PATROL SHOULD BE NEEDED. 5. CONTRACTOR SHALL PROVIDE WARNING SIGNS, AND APPROVED PORTABLE/ PERMANENT SIGN STANDS AND ENSURE AN UNRESTRICTED VIEW OF ADVANCE WARNING SIGN MESSAGES FOR SAFETY OF TRAFFIC. REFER TO 2011 VIRGINIA WORK AREA PROTECTION MANUAL (VWAPM) FOR SIGN AND STAND SPECIFICATIONS. 6. ALL WORK WITHIN 15 FEET OF THE OUTSIDE EDGE OF PAVEMENT SHALL BE SIGNED. UNDER NO CIRCUMSTANCES WILL CONCURRENT WORK LEFT AND RIGHT OF ANY LANE OF TRAFFIC BE ALLOWED. 7. GROUP 1 CONES/TUBULAR MARKERS MAY BE USED IN AREA WHERE PERSONNEL WILL BE PRESENT TO ENSURE THEIR PROPER ALIGNMENT: GROUP II DRUMS SHALL BE REQUIRED WHEN THE WORK ZONE IS UNMANNED. 6. CHANNELIZING DEVICE SPACING SHALL BE AS FOLLOWS: SEMINOLE TRAIL, RIO ROAD EAST OF SEMINOLE TRAIL: TRAVELWAY SPACING = 80', TRANSITION SPACING = 40' 8. FOR NIGHT WORK, FLOODLIGHTS SHALL BE USED WHERE EXISITING LIGHT IS NOT ADEQUATE TO PERFORM THE WORK SAFELY. RIO ROAD WEST OF SEMINOLE TRAIL: TRAVELWAY SPACING = 80', TRANSITION SPACING = 40' IN NO CASE SHALL FLOODLIGHTING BE PERMITTED TO CREATE A DISABLING GLARE FOR DRIVERS. 7. TYPES OF TRAFFIC CONSIST OF COMMUTERS, SCHOOL BUSES, RESIDENTS, AND TRUCKS. PUBLIC COMMUNICATIONS PLAN THE CONTRACTOR IS TO COORDINATE WITH ALBEMARLE COUNTY AND VDOT TO PUBLISH ANNOUNCEMENTS REGARDING WORK ACTIVITIES FOR THIS PROJECT. EACH ACTIVITY WILL BE: GOVERNED BY THE TIMES ESTABLISHED BY THE REGIONAL TRAFFIC ENGINEER. THE CONTRACTOR SHALL PROVIDE LANE CLOSURE INFORMATION A MINIMUM OF TWO WEEKS IN ADVANCE OF WORK SO IT CAN BE PUBLISHED. TRANSPORTATION OPERATIONS PLAN 1. THE PROCESS TO NOTIFY THE REGIONAL TRAFFIC OPERATION CENTER TO PLACE LANE CLOSURE INFORMATION ON TO ENSURE MAXIMUM SIGHT DISTANCE IN THE 511 SYSTEM AND VA, TRAFFIC WILL BE: LIMIT AND EQUAL TO a. CONTRACTOR IS TO ADVISE THE VDOT PROJECT INSPECTOR AND/OR CONSTRUCTION MANAGER OF PLANNED TABLE FROM THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL LANE CLOSURES A MINIMUM OF 24 HOURS IN ADVANCE OF' PROPOSED LANE CLOSURE. b. CONSTRUCTION MANAGER IS TO ADVISE THE RESIDENCY MAINTENANCE MANAGER OF PROPOSED LANE/ROAD CLOSURE. RMA IS TO HAVE (VA. TRAFFIC) OPERATOR ENTIER DATA INTO (VA. TRAFFIC) AND ALSO ADVISE TOC. 2. THE FOLLOWING IS A LIST OF LOCAL EMERGENCY CONTACT AGENCIES: a. VIRGINIA STATE POLICE --800-572-2260 b. HAZ-MAT CENTER (IF SPILL INVOLVED) 911 3. PROCEDURES TO RESPOND TO TRAFFIC INCIDENTS THAT MAY 0CCUR IN THE WORK ZONE: a. CONTRACTOR TO NOTIFY VIRGINIA STATE POLICE AND VDOlT INSPECTOR IN CHARGE AND REGIONAL TRAFFIC OPERATION CENTER. b. DEPENDING UPON SEVERITY OF INCIDENT, CONTRACTOR MANY HAVE TO SHUT DOWN WORK. c. UPON ARRIVAL ON SCENE, VIRGINIA STATE POLICE WILL DETERMINE RESPONSE NECESSARY TO ALLOW TRAVELING PUBLIC AROUND INCIDENT. d. INSPECTOR TO NOTIFY CONSTRUCTION MANAGER/ RESIDENCY ADMINISTRATOR OF INCIDENT AND TAKE PICTURES AS NECESSARY, ESPECIALLY PICTURES OF CONTRACTOR'S WORK ZONE TO VERIFY THE PROPER SETUP. 4. PROCESS OF NOTIFICATION OF INCIDENT TO FOLLOWED IS: CONTRACTOR TO CALL: a. REGIONAL TRAFFIC OPERATIONS CENTER: SHIFT SUPERVISOR TBD b. DISTRICT WORK ZONE SAFETY COORDINATOR: TO BE DETERMINED c. REGIONAL TRAFFIC ENGINEER: ----- d. ALBEMARLE COUNTY POLICE DEPARTMENT 434-972-4001 5. THE ALBEMARLE COUNTY POLICE REPORT OF THE INCIDENT WILL BE REVIEWED BY THE RESIDENCY ADMINISTRATOR TO DETERMINE IF ANY MODIFICATION OF THE TEMPORARY CONTROL PLAN IS NECESSARY. IF IT IS NECESSARY TO ALTER THE PLAN, THEN A MEETING WILL BE CALLED WITH THE CONTRACTOR, VDOT PERSONNEL, VDOT SAFETY REPRESENTATIVES AND THE ALBEMARLE COUNTY POLICE (IF NECESSARY) TO DISCUSS MODIFICATION AND IMPLEMENTATION OF AN APPROVED TRAFFIC CONTROL PLAN. 9. CARE SHOULD BE EXERCISED WHEN ESTABLISHING THE LIMITS OF THE WORK ZONE TO ENSURE MAXIMUM SIGHT DISTANCE IN ADVANCE OF THE TRANSITION. BASED ON THE POSTED SPEED LIMIT AND EQUAL TO OR GREATER THAN THE "STOPPING SIGHT DISTANCE" TABLE FROM THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL (VWAPM) AND ALL REVISIONS. 10. A TRUCK WITH EITHER AN ARROW BOARD OPERATING IN THE CAUTION MODE, OR AT LEAST ONE ROTATING AMBER STROBE LIGHT SHALL BE PARKED 80'-120' IN ADVANCE OF THE FIRST WORK CREW. THE SHADOW VEHICLE SHALL HAVE A TRUCK -MOUNTED ATTENUATOR (TMA) WHEN PLACE ON US ROUTE 29 (SEMINOLE TRAIL). 11. CONES, TUBULAR MARKERS, OR DRUMS TO BE USED AS CHANNELIZING DEVICES SHALL BE IN ACCORDANCE WITIH THE GUIDELINES SET FORTH IN THE 2011 VWAPM AND ALL REVISIONS. ALL CONES OR TUBULAR MARKERS SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT. 12. ALL STANDARDS AND GUIDELINES OF THE 2011 VWAPM AND ALL REVISIONS SHALL APPLY TO THESE TRAFFIC CONTROL PLANS. WHILE THESE TRAFFIC CONTROL PLANS AND THE 2011 VWAPM AND ALL REVISIONS PROVIDE GUIDELINES FOR THE DESIGN AND APPLICATION OF TRAFFIC CONTROL DEVICES, THEY ARE NO SUBSTITUTE FOR ENGINEERING JUDGMENT. 13. ALL FLAGGERS SHALL BE STATE CERTIFIED AND HAVE THEIR CERTIFICATION CARD IN THEIR POSSESSION WHEN PERFORMING FLAGGING DUTIES. 14. IT IS NOT THE INTENT (OF THE SEQUENCE OF CONSTRUCTION PLAN TO ENUMERATE EVERY DETAIL WHICH MUST BE CONSIDERED IN CONSTRUCTION OF EACH STAGE, BUT ONLY TO SUMMARIZE GENERAL TRAFFIC MANAGEMENT AND MAJOR CONSTRUCTION ITEM SEQUENCING. 15. THE REGIONAL TRAFFIC ENGINEER IS THE ONLY ONE THAT CAN REDUCE THE SPEED IN A WORK ZONE. 16. THE RECONSTRUCTED ROAD SHALL NOT BE OPENED TO TRAFFIC BEFORE COMPLETION OF TEMPORARY STRIPING AND PRIOR WRITTEN APPROVAL OF THE PROJECT ENGINEER. 17. THE CONTRACTOR SHALL USE GOOD CONSTRUCTION PRACTICES DURING IMPLEMENTATION OF TEMPORARY TRAFFIC CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, ADEQUATE CLEARANCE AND PAVEMENT AS NEEDED FOR INTERSECTION AND ENTRANCE TURNING MOVEMENTS. 18. FAILURE TO PROVIDE TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE VWAPM AND THE PLANS, SPECIIFICATIONS, AND SPECIAL PROVISIONS SHALL RESULT IN IMMEDIATE CORRECTIVE MEASURES BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 19. LIMITS OF ROADWORK SIGN MESSAGES SHALL NOT BE EXPOSED TO TRAFFIC ON AREA STREETS UNTIL THE CONTRACTOR IS PREPARED TO CONTINUOUSLY PROSECUTE THE WORK. 20. ALL TRAFFIC CONTROL EQUIPMENT SHALL MEET NCHRP 350 OR MASH CRITERIA. 21. THE CONTRACTOR SHALL MAINTAIN ALL EXISITNG ROADWAY SIGNS WITHIN THE PROJECT LIMITS DURING ALL PHASES OF THIS PROJECT. 22. ALL AREAS EXCAVATED BELOW EXISTING PAVEMENT SURFACE, GREATER THAN 5" DEEP, AND WITH THE 4' CLEAR ZONE, AT THE CONCLUSION OF EACH WORKDAY, SHALL BE BACK-FILLED TO FORM AN APPROXIMATE 6:1 WEDGE (PREFERRED, 4:1 MINIMUM) AGAINST THE EXISTING PAVEMENT SURFACE FOR SAFETY AND PROTECTION OF VEHICULAR TRAFFIC. ALL COST FOR PLACING, MAINTAINING, AND REMOVING THE WEDGE SHALL BE INCLUDED IN THE LUMP SUM BID PRICE FOR OTHER ITEMS IN THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. STORE NUMBER 10746 SEMINOLE TRAIL &RIO ROAD (NWC) ALBEMARLE COUNTY, VA. iPROJECT TYPE NEW STORE DEAL TYPE FES CS PROJECT NUMBER: $6047 11 ENGINEER: K i m I elyo)) H o r n CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 SEAL REVISIONS: DRAWING BY: RRP DATE: FIEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: TRAFFIC MANAGEMENT PLAN SHEET NUMBER: COMMENTS: CT -500 GRAPHIC SCALE IN FEET 0 50 100 200 MOTES 1. LANE WIDTHS SHALL BE 11' MINIMUM THROUGH WORK ZONE. 2. SIGNS SHALL NOT BLOCK SIDEWALK PEDESTRIAN PATHS. 3. BASE FILE SHOWN IS FROM JULY 2015 AND REFLECTS PROPOSED VDOT IMPROVEMENTS TO THE PROJECT AREA. SHOULD FIELD CONDITONS VARY FROM WHAT IS SHOWN, CONTRACTOR SHALL STILL FOLLOW VWAPM AT ALL TIMES. 4. POSTED SPEED LIMIT ON AREA ROADWAYS: SEMINOLE TRAIL (US ROUTE 29): 45 MPH RIO ROAD, WEST OF ROUTE 29 (ROUTE 631): 35 MPH RIO ROAD, EAST OF ROUTE 29 (ROUTE 631): 40 MPH 5. CHANNELIZING DEVICE SPACING SHOULD BE AS FOLLOWS: ROUTE 29 AND RIO ROAD, EAST OF ROUTE 29: PARALLEL TO ROADWAY: 80' MAX. LANE TRANSITIONS/TAPERS: 40' MAX. RIO ROAD, WEST OF ROTUE 29: PARALLEL TO ROADWAY: 40' MAX. LANE TRANSITIONS/TAPERS: 20' MAX. 6. A SHADOW VEHICLE WITH EITHER TYPE B OR C ARROW BOARD OPERATING IN THE CAUTION MODE, OR AT LEAST ONE HIGH INTENSITY AMBER ROTATING, OSCILLATING, OR STROBE LIGHT SHALL BE PARKED 80'-120' IN ADVANCE OF WORK CREW. 7. WORK ZONE CLEAR ZONE ON AREA ROADWAYS: SEMINOLE TRAIL (US ROUTE 29): 15 FEET RIO ROAD, WEST OF ROUTE 29 (ROUTE 631): 8 FEET RIO ROAD, EAST OF ROUTE 29 (ROUTE 631): 15 FEET ADVANCED WORK ZONE TRAFFIC CONTROL CERTIFICATE NO. 022015018 STORE NUMBER 10746 SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE: NEW STORE DEAL. TYPE: FFS CS PROJECT NUMBER: 860471 ENGINEER: Kimley »> Horn CONSULTANT: KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 2.3230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 RIGHT CLOSED LANE ENDS MERGE < < > END ROAD WORK KEEP BEGIN RIGHT TURN 419-0759 BEGIN LEFT TURN YIELD AHEAD LEFT T o LEFT LANE LANE W9 -3R W9-21- W4 -2R G20 -2(V) R4—V7L R3 -20R R3 -20L R1-2 J) " 48 X 48 48 X 48 48 X 48" 60 X 24 48" X 48" 24" X 36" 24" X 36" 48" X 48" X 48" MOTES 1. LANE WIDTHS SHALL BE 11' MINIMUM THROUGH WORK ZONE. 2. SIGNS SHALL NOT BLOCK SIDEWALK PEDESTRIAN PATHS. 3. BASE FILE SHOWN IS FROM JULY 2015 AND REFLECTS PROPOSED VDOT IMPROVEMENTS TO THE PROJECT AREA. SHOULD FIELD CONDITONS VARY FROM WHAT IS SHOWN, CONTRACTOR SHALL STILL FOLLOW VWAPM AT ALL TIMES. 4. POSTED SPEED LIMIT ON AREA ROADWAYS: SEMINOLE TRAIL (US ROUTE 29): 45 MPH RIO ROAD, WEST OF ROUTE 29 (ROUTE 631): 35 MPH RIO ROAD, EAST OF ROUTE 29 (ROUTE 631): 40 MPH 5. CHANNELIZING DEVICE SPACING SHOULD BE AS FOLLOWS: ROUTE 29 AND RIO ROAD, EAST OF ROUTE 29: PARALLEL TO ROADWAY: 80' MAX. LANE TRANSITIONS/TAPERS: 40' MAX. RIO ROAD, WEST OF ROTUE 29: PARALLEL TO ROADWAY: 40' MAX. LANE TRANSITIONS/TAPERS: 20' MAX. 6. A SHADOW VEHICLE WITH EITHER TYPE B OR C ARROW BOARD OPERATING IN THE CAUTION MODE, OR AT LEAST ONE HIGH INTENSITY AMBER ROTATING, OSCILLATING, OR STROBE LIGHT SHALL BE PARKED 80'-120' IN ADVANCE OF WORK CREW. 7. WORK ZONE CLEAR ZONE ON AREA ROADWAYS: SEMINOLE TRAIL (US ROUTE 29): 15 FEET RIO ROAD, WEST OF ROUTE 29 (ROUTE 631): 8 FEET RIO ROAD, EAST OF ROUTE 29 (ROUTE 631): 15 FEET ADVANCED WORK ZONE TRAFFIC CONTROL CERTIFICATE NO. 022015018 STORE NUMBER 10746 SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE: NEW STORE DEAL. TYPE: FFS CS PROJECT NUMBER: 860471 ENGINEER: Kimley »> Horn CONSULTANT: KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 2.3230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 9 REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: MOT PLAN SHEET NUMBER: CT -501 COMMENTS: 1Q Puae 611-38 April 2015 Typical Traffic Control Outside, Lune C'hlaytre Operation ort a Four -Lame Rotaln'tty (figure TTC-1.6.1) NOTES Standard: f. Oil divided highway's having a median wider titan 8% right and left sign assemblies shall be required. Cur 'l Dunce: >. ,S ga spucilre, should be 1300, 15(10'Itbr Limited AL'GYS.shighivars, Far all other rYladrtuls, the sitln spacarg should be .500'_N00' where the posted speed linin is greater than 45 mph, and 350'-500' inhere the posted speed hnut is 45 mph or less. s. J. i.'ar'e shoald be ereised when establishing the lrinits, OI the Fork ?ane to insure ma-virmair pa.l'.S'ible ,right tlislonee in advance of the tronU41ion. !)rased fin 1hC pO.Sled speed litaft (gird (it least equell a) Or gr•eute'r fluent the tattles in Tuble 611-3. For Limited leevss highet'u}.s a minimum of 1000is desired, 4. All vehicles, equr)rtnellt, workers, and their ucthilies shotdd he restricted to one sirle of the pat'erneln. Standard: i. Taper Length (f.:) and Channelizing Device Spacing chaff be: Channelizing Device Spacing Location Limit Speed Sp (mph) f 4-35 36+ Transition Spacing: 20' 40 Travelway Spacing 40' 80, Construction'Access' $0' 120' spacing may be increased to this distance, but shall not exceed one access per V' mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 6. An arrow board shall be used when it lane is closed. When more than one lime is closed, a lane see Pi sure TTC-18 . separate arrow board shall be used for each closed ( }, ) 7, The buffer space length -shall be shown in `Cable 614-3 on Page 611-5 for the posted speed limit. 8. A shadow vehicle with either a Type B or C arrow board operating fR the caution mode, or at least one high intensity amber roYAL1Rrpias t �troscillating li Ishalt Ic parked 84'I20' in asvaue of the first work crew. When the posted speed limit is45 mph or greater, a truck- mounted attenuator shall be used, 9. Vehicle hazard warning signals shall not be used instead of the vehicle's high-intensity amber rotating, Hashing, ori; oscillating lights but can be used to supplenient the amber rotating, (lashing, or, oscillating lights. 10. When a side road intersects the highway within the T'I'C zone, additional TTC devices shall be placed as needed. 1: Revision 1 -41112015 Page 6H-64 April 2012 I'ypicaf Traffic Control Turn Lane Closure Operation (Figure TT'C-29,I) NOILIS Guidance': 1. Sign sriucing distance s/x+uhl he 350'-500' inhere the pusied speed limit is 45 ntph or, less, 5t1()'_300' inhere the posted speed lunil is gmater than 45 nrph. Standard: 2. On divided highways having a median wider than 81, right and left sign assemblies shall be required. u el'' 'n s device spacing shall tint exceed 3, To prevent accidental intrusion into the work arca, chant( tui ), s p „ 20' oil centers. Ow 111r 4, 'this lavout m tv be used for either right or left turn lame closures. 5. For a Hugh volume of turning movements, additional traffic control devices such as signs (atgnhic tip LEFT TURN (R3-2) or LEFT LANE MUST TURN LETT (R3 -7t.)), channelizin<z devices and vehicles it av be used Standard: 6. Taper length (1:) sttatt be: Speed Limit m h _ Lane Width (Feet 25 9 10 t1 12 525 95 105 115 `•`125 AO 30 135 150 165 180 35 135 2a 225 245 40 240 270 2'95 320 45 405 450 495 , 540 50 450 500 550 600 ':'•55 495 550 •: 605 '''.660 NOTE 2 60 Shoulder 540 600 660 Ta er = °/; L Minimum 720 7. Butter Space Length shall be: Posted Speed Limit (mph) tyisN tai Feet 520 1 224 25 , 30 210 35 2613` 260 AO 345'225 45 !� 364 3uo Guidoiav: ,y If'the work space exwnds across a ovssuwlAl thci:rosstsulk sholdd fig ousel zrshig, the infin-mation and eleviees .shown ill Figure 77G.M Support: 9. Tants can be prohibited as required by vehicular traffic conditions. Unless the streets are snide, it might be physically impossible to make certain turns, especially for lame vehicles. 1: Revision 1.- 411 i201.5 Page 6H-112 ;lug i't20LI `rypical'Traffic Control Signing fur Project Limits (Figure rl:C-53.0) NOUS Support: 1. This layout depicts shwiatg requirements For notifying motorist when they ate entering and exiting a potential arnstru tton;`inaintcnancc area svt111 a duration equal to 01 greater than 60 days. Standard-. 2. Tile ROAD WORK AHEAD (51'28-1) sign or the ROAD WORK. NEXT XX MILES (G20 -I (b')) sign shall be placed far euough Iii advance of the project limits so that other waning signs in a series may be adequately placed prior to tine condition they are warning about. 3. `the ROAD WORK 'NEXT XX JURIES sign shall be used for projects with activity areas greater than 2 miles fit length, or when multiple work activities (such as pavement patching, gua rdrail installations, shoulder restoration, etc.) occur .along a highway. 4, Fhe distance displayed on the ROAD WORK NEXT XX MILES sign shall be stated to the nearest whole mile from the point of installation to (he. END ROAD'W'ORK (G20-2 (V)) sign. S. On divided highways having a median }eider than 8', right and lett sign assemblies shall be required, Guidance: 6 Forprajecis with activiry areas 2 miles or less in length, the ROAD WORK AflEAL) sign should be the fir's't s'i E;n inutol, i t e!7dcoilttter 7. Sig;i spacing should be 1301'-1500'.1ur Linated Access highuxl)s. For all other roadways. the sign spacing should be 5010'-800' when the posted speed lintrt it greater ihan 45 mph, and 350'-500' where the posted speed limit is 45 mph Or, less. 8. All crianeetiom within the prole, t limits should be idciWfied lvith siglLs indicating to motorist tires rice ente'r'Ing ur exiting a pureratul (ord.S'ir11L't1a117 771C111dleJiilP7Ct area. Apt:i 12015 Pagc 6f 1-39 Outside Lane Closure Operation on a Four-1,ane Roadway (Figure 1 t C.-16.1) SEE .... NOTE 5 SEE NOTES ,,...� "&3 � , a ;tet �L SHADOW VEHRME A6 REQUIRED s'd (I t4VA RE,tdtz"jt$ENIEN r - LS310N ,SEE. NOTE a) oras 6 lit ,. ---OR (SEE SE E SEE TYPE 8 OR C NOTE f l SEE .... NOTE 5 SEE NOTES ,,...� "&3 the C>aud r urcl Iz7!+ is 45 mph ur e s. 500'-800' , . y v A6 r s'd t - LS310N 3, 'Papel- length (L) and channelizing device spacing oras 6 lit ,. ---OR (SEE SE E SprLimit_ Lane Width (Feet) --Speed TYPE 8 OR C NOTE 2 35 36 + Location�95 KEEP /;j A a'EENOFES l'a4-�'7L '.__. ..._-... �� LEFT d NIBER ARROW ,4 �r TYPE G SEE. NOTES 3 F SEE SHOULDER TAPER __. SEE NOTE 5 NOTE 2 ar°.. traveled way. s Sind -.214 z ' j T i{EEP ra�ss r t SEL s a NOTE 2 SEE NOTES 2 April 2015 € "tetf, t � __4 rr ....... w"msµ' 020-2 (V) Turn Lane Closure Operation (Figure'I'TC-29.1) Page fill -6 ,._.....SEE NOTES 2 7 the C>aud r urcl Iz7!+ is 45 mph ur e s. 500'-800' ti h .t < the posted speed litrtit i5 greater than 45 niph. SUITE 300 v MIDLOTHIAN, VA a- i� s'd a �€E - LS310N 3, 'Papel- length (L) and channelizing device spacing fLLUN1IN ATFD FLASHING 6 lit ,. ---OR (SEE (MABER CAUTION MOO E) SprLimit_ Lane Width (Feet) --Speed TYPE 8 OR C G20-1 (V) 35 36 + Location�95 105 115 '165 /;j A a'EENOFES f 40 240 270 295 320 ILLUMINATED FLASIiING 37£4 d NIBER ARROW ,4 �r TYPE G SEE. NOTES 3 F T SHOULDER TAPER __. SEE NOTE 5 vehicutlar traffic to remain within the "0 ,,,,, traveled way. s Sind -.214 z ' j \ i{EEP ra�ss r t r LEFT SEE NOTES G&7 ftt4W W43i:, `1120-.1. Turn Lane Closure Operation (Figure'I'TC-29.1) Page fill -6 S1i1sG�C�b^J VEHICLE EHICLE REG1WRECS I_ R3-2 (OPTIONAL) SEE NOTE 5 W20 -V 1:3L SEE NOTE 5 Vl?20-1 ;August 2()l l Page 6H-1 13 Signing for Project Limits (Figure `1T'C-53.0) + U9 ,._.....SEE NOTES 2 7 the C>aud r urcl Iz7!+ is 45 mph ur e s. 500'-800' ti h .t < the posted speed litrtit i5 greater than 45 niph. SUITE 300 5C} h w4.1111,G MIDLOTHIAN, VA 2. Oil divided highways having a median wider s'd S1i1sG�C�b^J VEHICLE EHICLE REG1WRECS I_ R3-2 (OPTIONAL) SEE NOTE 5 W20 -V 1:3L SEE NOTE 5 Vl?20-1 ;August 2()l l Page 6H-1 13 Signing for Project Limits (Figure `1T'C-53.0) + U9 ,._.....SEE NOTES 2 7 the C>aud r urcl Iz7!+ is 45 mph ur e s. 500'-800' ti h .t < the posted speed litrtit i5 greater than 45 niph. SUITE 300 Standard: MIDLOTHIAN, VA 2. Oil divided highways having a median wider ' z IP - LS310N 3, 'Papel- length (L) and channelizing device spacing shall be: 6 lit ,. ---OR (SEE NOTE 2) SprLimit_ Lane Width (Feet) --Speed EE �, h3r3tE 7 G20-1 (V) 35 36 + Location�95 105 115 '165 /;j A a'EENOFES Travelway Spacing 40' 80' 40 240 270 295 320 - On roadways with paved shoulders having a 37£4 Page 611-60 April 2015 Typical Traffic Control Lane Closure Operation - Fal Sine ofan Intersection (figure TT'C-27.1) NOTE' Guidurece: n I Stoit SI1(! S llsIt : s1n1lfIn 351'-500' where the C>aud r urcl Iz7!+ is 45 mph ur e s. 500'-800' ti h .t < the posted speed litrtit i5 greater than 45 niph. SUITE 300 Standard: MIDLOTHIAN, VA 2. Oil divided highways having a median wider than 8', right and left sign assemblies shall he required. - LS310N 3, 'Papel- length (L) and channelizing device spacing shall be: Length Taper L P g {) --- Channelizing Device Spacing SprLimit_ Lane Width (Feet) --Speed Limit (mph) 9 14 1112 -125 35 36 + Location�95 105 115 '165 _0 Transition Spacing 20' =10' 135 150 leap 185 205 225 245 Travelway Spacing 40' 80' 40 240 270 295 320 - On roadways with paved shoulders having a - - - --- - width of 8 feet or more, channelizing 45 405 450 495 540 devices shall be used to close the shoulder 50 450 500 550 600 in advance of the merging taper to direct 'S5 435 550 605 660 vehicutlar traffic to remain within the "0 ,,,,, traveled way. Guidurtc'e: 4. If rr)aui peruriis, a s'hudots te/dcle with al punct ane tui;hen": rutuiln.;, osuilkAix;;, or higJ; intrrisitt- {Ittshl tg light should be parked 8U`-1 'U' Ira advance of the Jrr s,1 a ark en'll. Standard: 5, If the posted speed Limit is .45 ntph or greater, the shadow vehicle shall have a truck-niounted attenuator. 6. For emergency situations(ons n n- fameed operation) ation) of 9O minutes or lessdurati n t orotating anther lights or high intensity amber ifashlrfg or,oyc4(lafln(„ tights mounted on the vehicle and visible for 364' shall be required in addition to the channelizing devices shown around the vehicle. ,Also, vehicle Hazard svurnfn= signals s ig .ls shall be used. .rirldlitie'f r•'r c->.tsr.r(.. ")"tulksl ! r' t'r r' - 7. I 'tire n or% s rate c to as/s ! u ons z r < s , < b file cl <.>s r undrl hr closed usia t u ua a ural rori rrnd devkesshown in Figure 77'(-36. Standard 8. , if the lett tynaci Ia ts,ilasl±i a,Ci I I,i 1 1"t inti (Symhf),(ti3-2) sltall ErN u»tt.". is 12evisiun t -a/tt?iiia' Page 614-76 Augu>t 2011 Typical Traffic Control Sidewalk Closure and 4ypitss Shleow& Operation (Figure'T'TC-35,0) standard: 1. When crosswalks or other pedestrian facilities are closed en- relocated, temporary facilities shall be detectable and shalt include accessibility features consistent with the features present in the existing pedesirlau facility. GO'hatc c : _. 11`11er,/ts1 sFlrelsareatci1lt�d azvr agerr tri icbureter- unl acrash cusiia i should he used to .separate tiro temporary silk tr .zlhs,lr onr t 'ehicular irailfic 3. Audible ulfin'inution d<ewcec should be considered tt'leere tiliabhick clasia,s and char{r;cd oosi talk areas ceruse inado(plate to bels, c>vtcied tope da s[ri.an; alto Have i isaul disabilities, 4. Ternporan, rnurkix s should be considered fbl, Operations r.ec'e:cdiPt,; l(n'ee duty in din anion. Ol tiow 5. Only the TTC:- dctizc.es related w ILodestrilLms arsslmnan. Other devices stich as lane :tosurc sialling, Oi ROAD NARROWS (61'5-1) sums, maybe used to control vehie lar ha('iie- fi For nlghtlime cdosutes. Type r Ihtashin>; bvarning li'„tats Ort - ha used on barriezl el that support signs and close sidewalks. 7. Sig=ns hatch its I fI I' twf t LORI-V7R1 and K.FFP I.F1, I• (Ra-V7L). Ota' t)e placed alit r :t tqn11hLatuv sidev alk to guide or diret pede stnans. Standard: 8. All sidewalk closures shall be closed with Type 3 Barricades. AuVust21)l t Lane. Closure Operation - Far Side of an Intersection (Figure'rTC-27.1) 4 CHANNELIZING DEVICES IN ADVANCE ....._.� 01: THE ARROW Bc_)ARD ILLUMINATED FLASHING Arv3BEN AY,RO'Al IYPE 13 QR C 1: Revision Y-4/IA015 Page 61 -61 sOt7'+ i (320-2 1V) <1#w U � lOPT'>NALt )... 112 L X_. IZI 1u r,ur�f d -SEE 0,,20L3 - L~ NGrE 3 SEE NOTE 8 r.. >i - L T EE Y r rE t KEEP i. -c ....._...... RIGHT (i s7+t9+-31- i4 A e sa Sidewalk Closure and Bypass Sidewalk Operation (Figure 'TTC-35,0) Page 611-7? .. THE REBKEE COMPANY 15871 CITY VIEW 3 SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 - LS310N I IH9il� --- I dpi C1L11 t'ci $tJK AIN. R9 -9 ' j \ i{EEP ra�ss r t LEFT SEE NOTES G&7 I ] } I '! 5tr�r:4v'.,t. K G7trEk>!C7?�t pharmacy' NORTHERN 11,945 SF I ENGINEER Ki m I ew v,))) H o r n CONSULTANT: KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 SEAL REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: MOT DETAILS SHEET NUMBER: CT -502 COMMENTS: 1 il