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SDP201500046 Plan - Approved Final Site Plan and Comps. 2016-03-11
PROJECT 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 PM Peak Hour CVS DIRECTIONAL SIGN Enter PARKING COUNT Enter CONCRETE / SIDEWALK 21 LIGHT POLES 40 DETECTABLE WARNING SURFACE 13 CURB AND GUTTER 24 REVERSE CURB & GUTTER 8 FIRE LANE STRIPING FIRE LANE NO PARKING PROPOSED CONTOUR 100 TOP OF CURB ELEVATION TC 100.00 10 BOTTOM OF CURB ELEVATION BC 10 100.00 FINISHED SURFACE ELEVATION FS 100.00 FINISHED FLOOR ELEVATION FIFE 100.00 FLOW LINE ELEVATION FL 100.00 10 STORM WATER PIPE CS STORMWATER MANHOLE Q WATER LINE W WATER METER CS GATE VALVE CONSTRUCTION DETAILS FIRE HYDRANT SANITARY SEWER LINE SS SAN. SEWER CLEANOUT • SAN SEWER MANHOLE Q TRANSFORMER ❑T ELECTRICAL LINE E TELEPHONE LINE T GAS LINE G DRAINAGE AREA STORMWATER MANAGEMENT TRIP GENERATION CVS/Pharmacy with Drive-Thru CONDITIONS OF APPROVAL SP -2015-20 CVS AT RIO AND 29N 1. DEVELOPMENT AND USE SHALL BE IN GENERAL ACCORD WITH THE FOLLOWING REVISED PLANS PREPARED BY KIMLEY-HORN, SHEET CS -101 (1 OF 3 IN SPECIAL USE PERMIT PLAN SET) DATED JUNE 17, 2015 (HEREAFTER "LAYOUT PLAN"), AS DETERMINED BY THE DIRECTOR OF PLANNING AND THEI ZONING 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.RELATIONSHIIP OF DRIVE-THROUGH LANES TO THE BUILDING AND THE PARKING LOT B. BUILDING LOCATION, ORIENTATION AND MASS C.MINOR MODIFICATIONS TO THE PLAN THAT DO NOT OTHERWISE CONFLICT WITH THE ELEMENTS LISTED ABOVE, MAY BE MADE TO ENSURE COMPLIANCE WITH THE ZONING ORDINANCE. 2. THE APPLICANT SHALL INSTALL AND MAINTAIN TRAFFIC CONTROL DEVICES INCLUDING, BUT NOT LIMITED TO, SIGNAGE AND PAVEMENT MARKINGS AT THE ENTRANCE AND EXIT POINTS OF THE DRIVE-THROUGH LANES, SUBJECT TO COUNTY ENGINEER APPROVAL TO ENSURE APPROPRIATE AND SAFE 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 EXPIRE AND BE OF NO EFFECT. Trip Generation FINAL SITE PLAN FOR 0 0 1P _hETHMECF STORE NUMBER: 10746 1700 AND 1710 SEMINOLE TRAIL ALBEMARLE COUNTY, VIRGINIA DATE: FEBRUARY 1, 2016 VICINITY MAP APPROX. SCALE: 1" =2000' ■ Peak Hour of Adjacent Street Weekday AM Peak Hour PM Peak Hour 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 Kile >>> H or Adj. Specialty Retail Center (LUC 826)* 14,802 SF 656 718 22 40 18 22 40 Adj. Specialty Retail Center (LUC 826)* 2,537 SF 112 3 4 7 3 4 7 COPYRIGHT © 2015 KIMLEY—HORN AND ASSOCIATES, INC. Total 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 AM Peak Hour PM Peak Hour Distribution Enter Distribution Enter Entering RI/RO Driveway on Rio Road 50% 21 50% 40 Entering RI/RO Driveway on Seminole Trail 30% 13 30% 24 Entering via Left -Turn from Rio Road 20% 8 20% 16 THIS DOCUMENT, TOGETHER 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 OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. PROJECT TEAM APPLICANTZDEVELOPER THE REBKEE COMPANY THE REBKEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: 804-419-0740 FAX: 804-419-0759 CONTACT: PAUL SPROUSE EMAIL: PSPROUSE@REBKEE.COM CIVIL ENGINEER Kimley* Horn KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DRIVE, SUITE 200 RICHMOND, VA 23230 TEL: 804-673-3882 CONTACT: RYAN PERKINS, PE EMAIL: RYAN.PERKINS@KIMLEY—HORN.COM ARCHITECT LARSON DESIGN GROUP 1000 COMMERCE PARK DRIVE, SUITE 201 WILLIAMSPORT, PA 17701 TEL: 570-323-6603 FAX: 570-323-9902 CONTACT: TIIM HENRIE EMAIL: THENJRIE©LARSONDESIGNGROUP.COM SURVEYOR JENNINGSTEPHENSON,P, C. JENNINGSTEPHENSON, P.C. 10160 STAPLES MILL ROAD, 'ATF 103 GLEN ALLEN, VA 23060 TEL: 804-545-6235 FAX: 804-545-6259 CONTACT: MAKE JENNINGS OWNERSHIP IINFO PARCEL 1 — 29 RIO XROAD LLC` PARCEL II — 1710 SEMINOLE TRA.IL, LLC ZONING CONSULTANT WILLIAMS MUILLEN 321 EAST MAIN STREET CHARLOTTESVILLE, VA 22902 TEL: 434-951-5725 CONTACT: ASHLEY DAVIES, AICP EMAIL: ADAVIES@WILLIAMSMULLEN.COM SINCE SITE DISTURBANCE IS GREATER THAN ONE (1) ACRE, A VSMP CONSTRUCTION PERMIT IS REQUIRED. CONTRACTOR TO OBTAIN VSMP PERMIT THRU ALBEMARLE COUNTY PRIOR TO LAND DISTURBANCE. NOTE: ONLY THE COMPLETE .AND APPROVED PAPER COPY OF THE PLAN SET INCLLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE OFFICIAL CONSTRUCTION PLANS. 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 WATERZSEWER ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: 434-977-4511 MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 d R A /R PERKINS LIC. No. 046565 NAL 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 II 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 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 WATERZSEWER ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: 434-977-4511 MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 d R A /R PERKINS LIC. No. 046565 NAL 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 CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR 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 PEDESTAL -SI, 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 (LATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATIERIAL 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 CUT 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 OR 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 ORDERS 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 POSE NO THREAT TO PUBLIC SAFETY. DEMOLITION / LAND DISTURBANCE NOTES 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/T0: 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 CLEANSED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TfIME. 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHIiCH 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 DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND F-EDERAL LAWS AND APPLICABLE CODES. 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. THE CONTRACTOR SHALL PERFORM WHATEVER TE - ST EXCAVATION 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. 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 Industry (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 opiinion 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 C). 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 signs 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. 21. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VD)OT for public roads. 22. VD)OT standard CD -1 or CD -2 cross -drains under to be installed under the subbase material at all cut and fill tramsitions and grade sag points as shown on the road profiles. 23. A video camera inspection is required for all storin 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 inspection procedure and with a VDOT or County inspector present. General construction notes for Erosion and Sediment Control plans 24. Thi plan approving authority must be notified one week prior to the pre -construction conference, one week pricor to 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 stamdards and specifications of the �dirginia 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 owner for review and approval by the plan approving authority. 29. Thee 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 immediately. 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. Borrrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 37. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 38. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 700am 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 developer 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 any lot, unit, building or other portion of the property. 41. Temporary 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/100s£ Alternatives are subject to approved by the County erosion control inspector. 43. Perrmanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. 44. Agrricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Ferrtilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 1801bs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kemtucky Bluegrass. Straw mulch is to be applied at 801bs/100sf. Alternatives are subject to approved by the Coumty erosion control inspector. 45. Maiintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to strurctural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage vohume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt 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 stabilizatign, when measures are no longer needed, subject to approval by the County erosion control inslpector. Generall construction notes for Stormwater Management plans 47. All. dams and constructed fill to be within 95% of maximum dry density and 2% of optimum 48. moiisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be 1present during construction of dams. 49. Pipse and riser joints are to be watertight within stormwater management facilities. 50. Forr temporary sediment traps or basins which are to be converted to permanent stormwater management faciilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the Cownty erosion control inspector. STORE NUMBER 10746 SEMINOLE TRAIL &RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE SIN SPORE DEAL TYPE FF8 CS PROJECT NUMBER 86047 ENGINEER Ki rn lelyr* Horn CONSULTANT KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW DAWN DR, SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER: TRAFFIC CONTROL NOTES DRAINAGE / STORMWATER NOTES 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF MIDLOTHIAN, VA 23113 WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN 1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS .AND ERODED ACCORDANCE WITH LOCAL AND STATE STANDARDS. MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 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 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND STORM DRAIN PIPE. ALL PIPE FOR STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III IMPLEMENTING TRAFFIC CONTROL PLAN. 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 REQUIRED SHOP DRAWING SUBMITTALS: MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS 1. IF REQUIRED FOR THE PROJECT, THE CONTRACTOR SHALL SUBMIT TO REQUIRED UNLESS OTHERWISE NOTED. THE ENGINEER THE FOLLOWING SHOP DRAWINGS: DETENTION SYSTEM, RETAINING WALLS, STORMWATER QUALITY DEVICES. 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, ACSA WATER & SEWER GENERAL CONDITIONS AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WIL..L 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. THE START OF THE WORK. 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 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE SHALL BE ADJUSTED AS NECESSARY. PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR 5, ALL DROP INLETS AND CURB INLETS SHALL HAVE VDOT STD. IS -1 SHAPING AND ST -1 STEPS, WHERE SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES APPLICABLE. AND STRUCTURES, AS NECESSARY. 6. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT STRUCTURE. EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 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 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 8. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) Fl- =ET 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND, PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 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. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE LOADING AND BE INSTALLED ACCORDINGLY. ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE LINE. CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL NO-LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL WATER ACT). IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 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 Industry (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 opiinion 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 C). 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 signs 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. 21. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VD)OT for public roads. 22. VD)OT standard CD -1 or CD -2 cross -drains under to be installed under the subbase material at all cut and fill tramsitions and grade sag points as shown on the road profiles. 23. A video camera inspection is required for all storin 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 inspection procedure and with a VDOT or County inspector present. General construction notes for Erosion and Sediment Control plans 24. Thi plan approving authority must be notified one week prior to the pre -construction conference, one week pricor to 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 stamdards and specifications of the �dirginia 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 owner for review and approval by the plan approving authority. 29. Thee 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 immediately. 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. Borrrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 37. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 38. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 700am 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 developer 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 any lot, unit, building or other portion of the property. 41. Temporary 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/100s£ Alternatives are subject to approved by the County erosion control inspector. 43. Perrmanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. 44. Agrricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Ferrtilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 1801bs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kemtucky Bluegrass. Straw mulch is to be applied at 801bs/100sf. Alternatives are subject to approved by the Coumty erosion control inspector. 45. Maiintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to strurctural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage vohume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt 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 stabilizatign, when measures are no longer needed, subject to approval by the County erosion control inslpector. Generall construction notes for Stormwater Management plans 47. All. dams and constructed fill to be within 95% of maximum dry density and 2% of optimum 48. moiisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be 1present during construction of dams. 49. Pipse and riser joints are to be watertight within stormwater management facilities. 50. Forr temporary sediment traps or basins which are to be converted to permanent stormwater management faciilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the Cownty erosion control inspector. STORE NUMBER 10746 SEMINOLE TRAIL &RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE SIN SPORE DEAL TYPE FF8 CS PROJECT NUMBER 86047 ENGINEER Ki rn lelyr* Horn CONSULTANT KIMLEY-HORN AND ASSOCIATES, INC. 1700 WILLOW DAWN 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 -EA -L-. �p,LTH 6; lr x RYA PERKINS a LIC. No. 046565 02.01.15 A A REVISIONS: DRAWING BY: RRP DATE: (FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: GENERAL NOTES SHEET NUMBER: CA -1 01 �111t�\INA\Q COMMENTS: PERMANENT VDOT EASEMENT o�oc�• I ;I r P V `(F�-jj I F � A r- F-- � - i �CVStphar acy ACCESS & UTILITY EASEMENT EX. UTILITY EASECMENT GRAPHIC SCALE IN FEET 0 10 20 40 ENGINEER Kiml%a!%yAr))) 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 VIEVV DRIVE, SUITE 300 MIDLOTHIAN, VA bo TEL: (804) 419-0740 FAX: (804) 419-0759 f ld r i d 7 �f f / ` jjf i f f 1 1 t r o�oc�• I ;I r P V `(F�-jj I F � A r- F-- � - i �CVStphar acy ACCESS & UTILITY EASEMENT EX. UTILITY EASECMENT GRAPHIC SCALE IN FEET 0 10 20 40 ENGINEER Kiml%a!%yAr))) 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 VIEVV DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 SEAL ��ALTH ply, Lf x' RYA PERKINS LIC. No. 046565 01-I5 REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TITLE: PROPERTY EXHIBIT SHEET NUMBER: CA -201 COMMENTS: 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 © 804-771-3655 QS TELECOMM wv VERIZON BUSINESS 2400 N. GLENVILLE DR. t RICHARDSON, TX 75082 ❑ 800-624-9675 F01 LUMOS NETWORK ❑w 524 W. BROAD ST. WAYNESBORO, VA 22980 540-946-3129 �j FIBERLIGHT, LLC TP Q� 3655 BROOKSIDE PARKWAY O SUITE 550 UNDERGROUND ELECTRIC ALPHARATTA, GA 3022 UNDERGROUND WATER 240-994-0305 UNDERGROUND QWEST GOVERNMENT SERVICES, INC. 2950 TOWERVIEW ROAD 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 `SO WATER/SEWER ` CITY OF CHARLOTTESVILLE 305 4TH STREET NW CHARLOTTESVILLE, VA 22903 434-970-3185 3H0, �- ALBEMARLE COUNTY SERVICE 's 0(91 AUTHORITY ` 168 SPOTSNAP ROAD CHARLOTTESVILLE, VA 22911 434-977-4511 RIVANA WATER AND SEWER AUTHORITY -� N r>- / INV.=511.78 o BALMUN, LLC F/L=486.23 D.B. 2223 PG. 458 \ TAX PCL.. 06100 00 00 123DO / BALMUN, LLC D.B. 2223 PG. 458 j x`57 /N /TAX PCL.: 04500 00 00 10,5AO NAIL)F/ (n G O SONC l / N 4 •ti ,`oma ,� ' / l I I `494.40 60% o , (0Cj > / 40 C/L /5' ACCESS & UTILYTY / h \\ ,' ,' / ,/ / VA. PER // EA4EMENT / 11 / INV.=49 .3 s F/L=1492. I---�_____ ------ ---- D.B. 43 PG. /78 / 1 i 06 i / 8:1 SLOPES /d p g 720 C) o/ IN24°41'02"E / NAIL F c I / / FSG. 721 / / / � N 149.85 , / j / vim- / / n �i I fi / I -P,WU) .' III ) / 14.6 I 10. EX. RETAINING WALL f Z C �� I I / INV.=487.58 46.2' �/ Y✓�� Q p� 61.4' ovo�- / \ , M / • 30 BUILDING LINE 15" CONC. \ / / // / j • D.B. 643 PG. 78 a 5.4 ® 6.2 PARCEL I ' I' i l l/ i -H 0.79 i ACRE w SCP ► I I I 1 ' UTILITY �c I � o // % � // I I I / ASEMENT F.F.=499. X4 I 10) 41 I , /I / I I D..B/ 637 PG. 121 i VICINITY MAP - NOT TO SCALE - ----UGE- -----UGT- - W -\-FO U TL - ---OHE- LEGEN D \sem / / s' / (IVAPPROX. AREA > 12 SHRUB TREE SIGN -a- © DRAINAGE MANHOLE QS SANITARY SEWER wv WATER VALVE t LIGHT POLE ❑ TRAFFIC BOX F01 WATER METER ❑w WATER BOX FIRE HYDRANT POWER POLE �j GUY WIRE TP Q� TELEPHONE PEDESTAL O TELEPHONE MANHOLE UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND WATER UNDERGROUND FIBER OPTIC UNDERGROUND TRAFFIC UNKNOWN UNDERGROUND OVERHEAD POWER J. 4 I I / / /' I I / / LEGAL DESCRIPTIONS CONTAINING z o / EXISTING MANAGED ' r / I I l PARCEL I � I I r / 15 THE LUCK GROUP, LLC / STEEP SLOPES PER r X COUNTY GIS o 0 5.4 I /fir , I I / I D.B. 4345 PG. 207 BEGINNING AT A POINT, MARKED P.O.B., SAID POINT BEING THE INTERSECTION OF THE \ r r F.F.=510.67 0 o F.F.=501.63 X Fes+ / w ���� �^ I I TAX PCL.: 04500 00 00106A0 NORTH LINE OF RIO ROAD AND THE EAST LINE OF U.S. ROUTE 29; THENCE ALONG THE T I I / i , SAID NORTH LINE OF RIO ROAD THE FOLLOWING FOUR COURSES: ALONG A CURVE TO TWO STORY �°' 5. ' / / BRICK I I _ �" o Q z ' THE RIGHT HAVING A RADIUS OF 51.62', A LENGTH OF 38.66, A CHORD BEARING OF cS r // / / / 00 „ j� OLD o ONE STORY ❑ / � 00 / I ' I N 85°46 40 W AND A CHORD OF 37.77 TO A POINT; THENCE N 44'34 57 W 41.48 ( ) ' � N / / / crl TO A POINT; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 999.43', A NO # POSTED BRICK 5.4' / �'w cwn / I, �� I I ' o co / OLD o / / w w Q_ � r i LENGTH OF 146.51', A CHORD BEARING OF N 35°29'31" W AND A CHORD OF 146.38' / / rr �� v / ,/ N NO # POSTED �I / I� / > cS) o ro / I N I TO A POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 647.09', A CA / ` 4 a PARCEL -H 5.4 �/ I z N I r,� / I LENGTH OF 49.64', A CHORD BEARING OF N 41-56'37" W AND A CHORD OF 49.64' TO o � �7 c� 0.847 ACRE o w v 0/ ,x ¢ m / i / I A POINT; THENCE LEAVING THE SAID NORTH LINE OF RIO ROAD O s J ^ \• rn ' w cm w / 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' r // w r� II I l I THE WEST LINE OF U.S. ROUTE 29• THENCE ALONG THE SAID WEST LINE OF U.S. r I Q o II 30 BUILDING LINE / / I / Q ry m 1-11 -i / 1 o ' r I ►� l ► ROUTE 29 THE FOLLOWING TWO COURSES S 31'49'48" W 26 87' TOA POINT THENCE 61.6 D.B. 643 PG. 78 ,I // z I / / S 27'14'13" W, 158.64' TO THE POINT AND PLACE OF BEGINNING CONTAINING 0.841 LL. // ACRE. 77.90' \ / 0� �� 15 CONC. / `b / i PARCEL 2 o, (o , I ©iF/L q 3 11 / VA. POW BEGINNING AT A POINT, MARKED P.O.B., SAID POINT BEING THE INTERSECTION OF THE -' f �`�� EAS6EN / I / I NORTH LINE OF RIO ROAD AND THE EAST LINE OF U.S. ROUTE 29; THENCE ALONG d dB. 720 �' � I THE SAID WEST LINE OF U.S. ROUTE 29 N 19'10'28" E, 185.70' TO THE TRUE POINT ' \7 r / PG. 721 J F/L=489.37 I AND PLACE OF BEGINNING; THENCE LEAVING THE SAID WEST LINE OF U.S. ROUTE 29 ROD/F ` , �� ��1/ �'/ / / I QI� / / \ E r r SIGN / _ / N 65'12'20" W, 227.59' TO A POINT; THENCE N 24°41'02" E, 149.85' TO A POINT; / ��� 30 o h / / / \ f- / r - APPROXIMATE » \ BENT SHO ` _\ '�B 641E NSG' LINE fh ho 0 0 / iin�� ��_ __ �, / I I , `\ _� THENCE S 65'00 52 E, 230.64 TO A POINT ON THE WEST LINE OF U.S. ROUTE 29; \ _ _ _ LOCATION 3 h / THENCE ALONG THE SAID WEST LINE OF U.S. ROUTE 29 THE FOLLOWING THREE � ` \ M -...�. G. � l � � r r / `'� / 12 STORM SEWER ?' ---_�_ / // h�� / II h0� �o,' \ / �� �c r /i \ i EASEMENT COURSES: S 24'09'31" W, 85.58' TO A POINT; THENCE S 25'07'15" W, 16.20' TO A 695 MOORES CREEK LANE 5� ;��/ - GN! '-� M /--_ / / �� 3 // Q,`o �' ,' D.B. 630 PG. 98 POINT; THENCE S 29'10'17" W, 47.44' TO THE TRUE POINT AND PLACE OF BEGINNING CHARLOTTESVILLE, VA 22902 _ �' ' - _ H B �6 PER 4 - 17 3 _�� "-� T' / �- _/ _ �o �` /ACCESS & /UTILITY CONTAINING 0.791 ACRE, 434-977-2970 �c / \ - - D. .359 PG. 1 O_ - 1 Uhf ITY ,/ _��" C / F/L 'P AN) ��� \ ,' / / D.B. BEASEMIENT 64 PG. 78 / / 50' ACCE� S>> SS y ' 0!� - _ - _ ASEM NT 3 0 (�R Lq TOP=4 5.2+ / i ' -- NAIL s \� , _ _ _ _ _ _ - D. .637 G.'1 1 �' F L / 5f // D / F/ =489 / / 7 / r 1 �'� ON C. F/L=4 9.7+ �°� / / I (�' / EASEMEI`NJ \0 l _1- \� / \ (PER/ LAN) , � D.B. 630,1�(G. 98\ PGNEL- S - SS _ - / P P AN D (` PL N) L P G. R 44 NVQ 90.6 MAILBOX ��� / �' D.B. 12A� P(G. 248 \ FFIC , - - _ _ SS_ / =493.92+ -0 -�->t-- - - w 15,7CONC. ' / APPRO LOCATION, CAM L4 _ -T5 S� _ R SERVED / P/LF�ER D� =_ _- ?6 - - " \ \ / _H -7 ► - �� RIGHT OF -WA i - - ' L1 (�,o l \ \\ - 8. x. -643 PG. 80 ' D.B. 64 \Gj 8 - / ROD 3 ` -488.5 -`'�� S / - F/L=4 96 � o S24'091'31 "W - SS _ 2X3 BOX \115. - _ _ , ROD L2 / 5f' CO 85.8' I _ _ , F/L=.497.55 - -„ - - - - _ _ - _ _ / TOP=491.4 \RO[J/F� CULVERT \ - CONC. -�`\ (PFR PLAN) '�0P �\ER PUNCH F/L=487.47 (PER PLA DISTANCE - - - �� - - 1Q, `ids D.B. 643 PC. 80 PUNCH 1 �� _-Z� 18 CONC. 63.99' ��- - - - - �D•B• 1819 PG, 279- \\ 1- - - �1 - (PER PLAN) F/L=478.67 16.20 �j/ BENCHMARK 47.44 AG 185.70 CURVE TABLE U. S. ROUTE ,29 MN .94 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 4.12' C2 999.43 146.51 N35'29'31 "W 146D.B. 4355 PG.. .38 D.B. 13 G 75 171 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: I" = 20' EXISTING CONDITIONS CV -101 f % �00 1 E _ M -ROD /F HE �', 0 ----- -•� / BENT —_ HE f SIGN ul M� \s ih off. •6p� � BALMUN, LLC D.B. 2223 PG. 458 TAX PCL.: 06100 00 00 123DO ZONE: HIGHWAY COMMERCIAL (HC) F/L=496.7± w BALMUN, LLC D.B. 2223 PG. 458 TAX PCL.: 04500 00 00 105AO ZONE: HIGHWAY COMMERCIAL (HC) Owl 4 15 CONC. :N_V=q.g_40 _I N24'41'02"E 149.85' 0 ❑ ❑ I❑ 4, II 110.06' 15871 CITY VIEW 46.2' SUITE 300 61.4' t NI I FAX: (804) 419-0759 a I AIN PARCEL 1 5.4' s.2 _TI N ACRE 6 0.791 5 F.F.=499.34 � a' 4 X j 5.4' N z _ o 5.4' X 0 z 0 F.F.=501.63 X F.F.=510.67 0 o N 5J` TWO STORY NI 0Fo BRICK N ONE STORY `O (OLD) BRICK 5.4' NO # POSTED (OLD) o ro u5.4' NO # POSTED `t PARCEL 1 0 o C 0.841 ACRE M 5.4' 05 61.6' 0 F/L=489.4± -- -- M (PER PLAN) O E15" ( NC. F/L=489.3± -� (PER LAN) (PER PLAN) — ♦--,dL S # (PER PLAN) p HE .�...._ .�. 15" CON . NAIL/F V) 9 Li11 n F/L=489.37 F/L=486.2A INV.=487.58 -15" CONC. THE LUCK GROUP, LLC D.B. 4345 PG. 207 TAX PCL.: 04500 00 00106AO ZONE: HIGHWAY COMMERCIAL (HC) ---................. -- fel I \„ 0 EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS GRADE SEPARATED INTERCHANGE IMPROVEMENTS (PROJECT # 0029-002-901) AS CONSTRUCTION WfILL TAKE PLACE PRIOR TO THE COMMENCEMENT (OF CVS CONSTRUCTION GRAPHIC SCALE IN FEET 0 15 30 60 pharmacy' NORTHERN 11,945 SF ENGINEER Kiomley)))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 AIN F/L=489.4± -- -- M (PER PLAN) O E15" ( NC. F/L=489.3± -� (PER LAN) (PER PLAN) — ♦--,dL S # (PER PLAN) p HE .�...._ .�. 15" CON . NAIL/F V) 9 Li11 n F/L=489.37 F/L=486.2A INV.=487.58 -15" CONC. THE LUCK GROUP, LLC D.B. 4345 PG. 207 TAX PCL.: 04500 00 00106AO ZONE: HIGHWAY COMMERCIAL (HC) ---................. -- fel I \„ 0 EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS GRADE SEPARATED INTERCHANGE IMPROVEMENTS (PROJECT # 0029-002-901) AS CONSTRUCTION WfILL TAKE PLACE PRIOR TO THE COMMENCEMENT (OF CVS CONSTRUCTION GRAPHIC SCALE IN FEET 0 15 30 60 pharmacy' NORTHERN 11,945 SF ENGINEER Kiomley)))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: DRAWING BY: RRP DATE: (FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: INTERIM EXISTING CONDITIONS SHEET NUMBER: CV - 102 COMMENTS: tni�inv� IN�ti Hivu rirt iv 1 r r:= -= . ,,:�,, ;' ,: •",: � ... PLACE UNTIL PROPOSED MANHOLE X2 TO REMAIN IN • _ I STRUCTURE D IS FUNCTIONAL. . __ / _._ .__. _..__. _ ...... / CONTRACTOR TO ENSURE POSITIVE , DRAINAGE TO INI FT AND EXISTING CONDITIIONS 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 1'I NORTHERN 11,945 SF RIGHT CHAMFER DRIVE-THRU STORE NUMBER: SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE: NEW STORE DEAL TYPE FFS 107461 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 SEAL: RYA PERKINS LIC. No. 046565 AL REVISIONS: COMMENTS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: DEMOLITION PLAN SHEET NUMBER: CE -1 01 COMMENTS: VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY PAVED CONSTRUCTION PCE1 ENTRANCE 3.05 SILT FENCE SF X — X — X — X 575 LF. 3.07 INLET PROTECTION IP 8 3.31 TEMPORARY SEEDING 3.01 SAFETY FENCE 195 3.11 DIVERSION DIKE No 01 197 SEE SHEET CE -501 FOR DETAILS. PHASE I PROBABLE CONSTRUCTION SEQUENCE PHASE I CONSTRUCTION SEQUENCE 1. SCHEDULE A PRE–CONSTRUCTION MEETING TO BE HELD AT THE ALBEMARLE COUNTY OFFICE BUILDING. THE OWNER MUST GIVE THE COUNTY INSPECTOR AT LEAST 48 HOURS NOTIFICATION TO SCHEDULE THE PRE–CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. THE CERTIFIED REGISTERED LAND DISTURBER MUST ATTEND THE MEETING. 2. THE VSMP CONSTRUCTION ACTIVITY OPERATOR AND THE COUNTY ENVIRONMENTAL INSPECTOR MUST ATTEND THE PRE–CONSTRUCTION MEETING. 3. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SAFETY FENCE, AND INLET PROTECTION. INSPECTOR MAY MAKE ADJUSTMENTS IN THE FIELD IF DEEMED NECESSARY. 4. DISCONNECT UTILITIES AND DEMOLISH BUILDING, UTILITIES*, DETENTION SYSTEM, CURB, CONCRETE, ASPHALT, TREES, AND SHRUBS WITHIN LIMITS OF DISTURBANCE. EXISTING STORM INLET AND PIPE LEADING TO STR. X2 ALONG ROUTE 29 ARE TO REMAIN DURING CONSTRUCTION TO PROVIDE AN ADEQUATE STORMWATER OUTFALL FOR THE SITE. 5. UPON DEMOLITION OF THE PARKING LOT AND CURB AND GUTTER, THE SEDIMENT TRAP SHOULD BE INSTALLED AS DESIGNED. 6. DIVERSION DIKES SHOULD BE INSTALLED AS DEPICTED ON THE PLANS TO MAINTAIN POSITIVE DRAINAGE TO THE INLET SHOWN TO REMAIN AND THE SEDIMENT TRAP. 7. THE EXISTING INLETS NOTED ON THE PLANS SHOULD REMAIN IN PLACE AND BE ADEQUATELY PROTECTED UNTIL THE PROPOSED INLETS ARE INSTALLED WITH INLET PROTECTION TO ENSURE ADEQUATE DRAINAGE AND SEDIMENT CONTROL THROUGHOUT CONSTRUCTION. 8. ONCE ALL DEMOLITION IS COMPLETE, CONTRACTOR MAY BEGIN PHASE it CONSTRUCTION ACTIVITIES. REFER TO SHEET CG -101 FOR PHASE II SEQUENCE OF CONSTRUCTION. * CONTRACTOR TO COORDINATE PUBLIC WATERLINE DEMOLITION/RELOCATION WITH ALBEMARLE COUNTY AND ACSA TO ENSURE ACCEPTABLE SHUTDOWN AND REACTIVATION TIMING * CONTRACTOR TO COORDINATE WORK WITHIN ENTRANCE ON ROUTE 29 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. 00 h PROPOSED SEDIMENT TRAP PROFILE SECTION A -A' TOP OF EMBANKMENT ELEV = 496.5'-\-\ _opo TOP OF DRY STORAGE ELEV = 496.0' TOP OF WET STORAGE ELEV = 495.0' Ir c� Storage Volume Storage Volume I � > I � N MIDLOTHIAN, VA BOTTOM OF TRAP ELEV = 492.0' 00 h PROPOSED GRADE �Q, LEGEND: LIMITS OF DISTURBANCE r REMOVE UTILITY LINES DEMOLISH PAVEMENT SAWCUT LINE"'— Equation for Estimated Storage S=A*E2+B*E+C A= 203.866 B = -200,401.92 C = 49,249,138 Storage Volume Storage Volume O eco DRIVE, SUITE 300 N MIDLOTHIAN, VA 23113 �p Top of Wet Storage 495.00 ft 2,457 cu ft 91 cu yd d Top of Dry Storage 496.00 ft 4,086 cu ft 151 cu yd Top of Embankment 496.50 ft 5,054 cu ft 187 cu yd PROPOSED GRADE �Q, LEGEND: LIMITS OF DISTURBANCE r REMOVE UTILITY LINES DEMOLISH PAVEMENT SAWCUT LINE"'— Equation for Estimated Storage S=A*E2+B*E+C A= 203.866 B = -200,401.92 C = 49,249,138 EXISTING CONDITIIONS 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 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: IFS 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: Storage Volume Storage Volume O Bottom of Trap 492.00 ft 0 cu ft 0 cu yd Sediment Cleanout Level 493.00 ft 421 cu ft 16 cu yd DRIVE, SUITE 300 N MIDLOTHIAN, VA 23113 �p Top of Wet Storage 495.00 ft 2,457 cu ft 91 cu yd d Top of Dry Storage 496.00 ft 4,086 cu ft 151 cu yd Top of Embankment 496.50 ft 5,054 cu ft 187 cu yd EXISTING CONDITIIONS 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 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: IFS 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 FS 1 RYA PERKINS LIC. No. 046565 02.01.15 , A REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: PHASE I E&S CONTROL PLAN SHEET NUMBER: CE -1 02 COMMENTS: PROJECT DESCRIPTION THIS PROJECT CONSISTS OF IMPROVEMENTS ASSOCIATED WITH A NEW CVS/PHARMACY TO BE LOCATED IN ALBEMARLE COUNTY, VIRGINIA AT THE INTERSECTION OF SEMINOLE TRAIL (ROUTE 29) AND RIO ROAD. THE SUBJECT SITE IS CURRENTLY A VACANT BANK AND SHOPPING PLAZA WHICH WILL BE DEMOLISHED AS PART OF THIS DEVELOPMENT. PROPOSED IMPROVEMENTS INCLUDE A NEW 11,945± SQUARE -FOOT BUILDING, DRIVE AISLES, PARKING AREAS, CURBING, WATER AND SEWER CONNECTIONS, AND A STORM DRAINAGE NETWORK. SITE WORK INCLUDES DEMOLITION OF THE EXISTING BUILDING, PARKING, AND OTHER SITES FEATURES, MINOR CLEARING AND GRADING, UTILITY INSTALLATIONS, PAVING, AND LANDSCAPING. THE PROPOSED SITE WILL BE APPROXIMATELY 70% IMPERVIOUS. THE PROPOSED LAND DISTURBANCE ENCOMPASSES 1.69± ACRES. ACCESS TO THE SITE WILL BE PROVIDED BY TWO EXISTING PRIVATE SHARED ACCESS DRIVES NORTH AND WEST OF THE PROPOSED SITE. THESE ACCESS DRIVES PROVIDE CONNECTIONS TO SEMINOLE TRAIL (ROUTE 29) AND RIO ROAD, RESPECTIVELY. A ±100 FOOT RIGHT TURN LANE TAPER WITHIN THE RIGHT-OF-WAY OF RIO ROAD IS PROPOSED WITH THE DEVELOPMENT OF THE CVS. PROJECT BIDDING, GENERAL CONTRACTOR SELECTION, AND CONSTRUCTION OPERATIONS ARE EXPECTED TO BEGIN ONCE THE PERMITTING PROCESS IS COMPLETE AND ONCE VDOT COMPLETES ALL UTILITY AND ROADWAY WORK ALONG THE PROPERTIES FRONTAGE REQUIRED FOR THE GRADE SEPARATED INTERCHANGE PROJECT. CONSTRUCTION IS EXPECTED TO BE COMPLETE WITHIN SEVEN MONTHS OF THE COMMENCEMENT OF LAND -DISTURBING ACTIVITY. EXISTING SITE CONDITIONS CURRENTLY, THE SUBJECT SITE IS A VACANT BANK AND SHOPPING PLAZA WHICH WILL BE DEMOLISHED AS PART OF THIS DEVELOPMENT. ELEVATIONS RANGE FROM APPROXIMATELY 491 FEET TO 518 FEET WITH RELATIVELY STEEP SLOPES WITHIN THE SITE LIMITS. THE BANK AND SHOPPING PLAZA CONSISTS OF TWO BUILDINGS WITH A DRIVE-THRU, ASPHALT PARKING AND DRIVE AISLES, AND OTHER ASSOCIATED UTILITIES. THE EXISTING SITE IS APPROXIMATELY 80% IMPERVIOUS. ADJACENT AREAS THE SUBJECT SITE IS BORDERED BY SHARED DRIVE AISLES TO THE WEST AND NORTH, RIO ROAD TO THE EAST, AND SEMINOLE TRAIL (ROUTE 29) TO THE SOUTH. APPROPRIATE PERIMETER CONTROLS AS SHOWN ON THE EROSION CONTROL PLAN SHEET(S) OF THE SITE PLAN WILL PROVIDE PROTECTION FROM THESE ADJACENT AREAS. OFF-SITE AREAS MINIMAL OFF-SITE LAND DISTURBANCE WILL BE REQUIRED FOR TYING IN GRADES AND CONNECTING TO THE PRIVATE WATER, SEWER, AND STORM SYSTEMS. A ±100 FOOT RIGHT TURN LANE TAPER IS PROPOSED WITHIN THE RIGHT OF WAY. NO OTHER OFF-SITE LAND DISTURBANCE IS NECESSARY OR PROPOSED WITH THIS PROJECT. 406111; GEOTECHNICAL REPORT NOT AVAILABLE AT THIS TIME, SOILS DATA OBTAINED FROM WEBSOIL SURVEY. MAP UNIT: 27B--ELIOAK LOAM, 2 TO 7 PERCENT SLOPES COMPONENT: ELIOAK (80%) THE ELIOAK COMPONENT MAKES UP 80 PERCENT OF THE MAP UNIT. SLOPES ARE 2 TO 7 PERCENT. THIS COMPONENT IS ON HILLSLOPES, PIEDMONTS. THE PARENT MATERIAL CONSISTS OF RESIDUUM WEATHERED FROM MICA SCHIST. DEPTH TO A ROOT RESTRICTIVE LAYER IS GREATER THAN 60 INCHES. THE NATURAL DRAINAGE CLASS IS WELL DRAINED. WATER MOVEMENT IN THE MOST RESTRICTIVE LAYER IS MODERATELY HIGH. AVAILABLE WATER TO A DEPTH OF 60 INCHES IS MODERATE. SHRINK -SWELL POTENTIAL IS LOW. THIS SOIL IS NOT FLOODED. IT IS NOT PONDED. THERE IS NO ZONE OF WATER SATURATION WITHIN A DEPTH OF 72 INCHES. ORGANIC MATTER CONTENT IN THE SURFACE HORIZON IS ABOUT 2 PERCENT. NONIRRIGATED LAND CAPABILITY CLASSIFICATION IS 2E. THIS SOIL DOES NOT MEET HYDRIC CRITERIA. MAP UNIT: 34C--GLENELG LOAM, 7 TO 15 PERCENT SLOPES COMPONENT: GLENELG (85%) THE GLENELG COMPONENT MAKES UP 85 PERCENT OF THE MAP UNIT. SLOPES ARE 7 TO 15 PERCENT. THIS COMPONENT IS ON HILLSLOPES, PIEDMONTS. THE PARENT MATERIAL CONSISTS OF RESIDUUM WEATHERED FROM MICA SCHIST. DEPTH TO A ROOT RESTRICTIVE LAYER IS GREATER THAN 60 INCHES. THE NATURAL DRAINAGE CLASS IS WELL DRAINED. WATER MOVEMENT IN THE MOST RESTRICTIVE LAYER IS MODERATELY HIGH. AVAILABLE 60 INCHES IS HIGH. SHRINK -SWELL -SWELL POTENTIAL IS SOIL IS NOT FLOODED. IT F LOW. THIS WATER TO A DEPTH OF IS NOT PONDED. THERE IS NO ZONE OF WATER SATURATION WITHIN INCHES. ORGANIC MATTER N A DEPTH OF 72 CONTENT IN THE SURFACE HORIZON IS ABOUT 2 PERCENT. NONIRRIGATED LAND CAPABILITY CLASSIFICATION IS 3E. THIS SOIL DOES NOT MEET HYDRIC CRITERIA CRITICAL AREAS CRITICAL AREAS TYPICALLY INCLUDE AREAS OF STEEP SLOPES, AREAS ADJACENT TO WETLANDS AND OTHER AREAS WITH SERIOUS EROSION POTENTIAL. NO WETLAND AREAS WERE IDENTIFIED ON THE SUBJECT SITE, HOWEVER ALBEMARLE COUNTY HAS IDENTIFIED AREAS OF MANAGED STEEP SLOPES ON-SITE. PER THE COUNTY'S GIS DATA THESE AREAS ARE ON THE CORNER PARCEL (1700 SEMINOLE TRAIL) TO THE WEST OF THE BUILDING. THE AREA LISTED AS HAVING A CRITICAL SLOPE ALREADY HAS A RETAINING WALL AND UPON REVIEW OF THE SURVEY NO UNMANAGED STEEP SLOPES WERE FOUND (SEE INSET TO RIGHT). AS A RESULT THE PROPOSAL IS TO REMOVE THE EXISTING RETAINING WALL, BUILD A NEW TERRACED WALL THAT FITS WITH THE DEVELOPMENT, AND CONSTRUCT SLOPES THAT ARE 3:1 OR FLATTER THROUGHOUT THE SITE. EROSION CONTROL MEASURES THE FOLLOWING EROSION CONTROL MEASURES AS SHOWN ON THE EROSION CONTROL PLAN SHEET(S) OF THE SITE PLAN WILL BE USED FOR THIS PROJECT: 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE - A STABILIZED STONE PAD WITH A FILTER FABRIC UNDERLINER WILL BE PROVIDED AT THE PRIMARY CONSTRUCTION ACCESS POINT. THE PURPOSE OF 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 OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER 18" MIN. GRAVEL'(12'MIN. DEPTH) RUNOFF WATER WITH SEDIMENT --� Vie. '=III _ d _, I - III4111119 Qa 11 III aDe SEDIMENT - WIRE MESH "� FILTERED WATER SPECIFIC APPLICATION 'PHIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTEll, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. . GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. ICE: VA. DSWC BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER WIRE SCREEN �\ - CONCRETE BLOCK �- =- - ■■= -� � �: _ �` _� GRAVEL' FILTER WIRE SCREEN FILTERED WATER OVERFLOW RUNOFF WATER WITH SEDIMENT MEL DROP INLET WITH GATE SEDIMENT SPECIFIC APPLICATION 'PHIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. " GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. PLATE, 3.07-2 SOURCE: VA. DSWC FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY, THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. 3.05 SILT FENCE - A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED WILL BE PROVIDED AROUND MUCH OF THE SITE PERIMETER AND PARALLEL TO SLOPED AREAS. THE PURPOSE OF THIS PRACTICE IS TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 3.07 STORM DRAIN INLET PROTECTION - A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET WILL BE PROVIDED AT ALL INLET LOCATIONS WITHIN THE LIMITS OF DISTURBANCE. THE PURPOSE OF THIS PRACTICE IS TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 3.01 SAFETY FENCE - SAFETY FENCE WILL BE INSTALLED AROUND THE PERIMETER OF THE SITE. THE PURPOSE OF THIS PRACTICE IS TO PREVENT UNDESIRABLE ACCESS AND USE OF AN EROSION CONTROL DEVICE BY THE PUBLIC. 3.31 TEMPORARY SEEDING - THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS WILL BE PROVIDED ON ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS. TEMPORARY SEEDING SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN LONGER THAN 30 DAYS AS PER MS -1. THE PURPOSE OF THIS PRACTICE IS TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. 3.32 PERMANENT SEEDING - THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED WILL BE PROVIDED AS SHOWN ON THE LANDSCAPING PLAN. PERMANENT SEEDING SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED AS PER MS -1. THE PURPOSE OF THIS PRACTICE IS TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS AND TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS. 3.11 TEMPORARY RIGHT OF WAY DIVERSION - A RIDGE OF COMPACTED SOIL OR LOOSE ROCK OR GRAVEL CONSTRUCTED ACROSS DISTURBED RIGHT OF WAY AND SIMILAR SLOPING AREAS. THE PURPOSE IS TO SHORTEN THE FLOW LENGTH WITHIN A SLOPING RIGHT OF WAY, THEREBY REDUCING THE EROSION POTENTIAL BY DIVERTING STORM RUNOFF TO A STABILIZED OUTLET. STOCKPILING - TOPSOIL SHALL BE STOCKPILED IN SUCH A MANNER THAT NATURAL DRAINAGE IS NOT OBSTRUCTED AND NO OFF-SITE SEDIMENT DAMAGE SHALL RESULT. STABILIZE OR PROTECT STOCKPILES IN ACCORDANCE WITH MINIMUM STANDARD #2. THE SIDE SLOPES OF THE STOCKPILE SHALL NOT EXCEED 2H:1 V. PERIMETER CONTROLS MUST BE PLACED AROUND THE STOCKPILE IMMEDIATELY; SEEDING OF STOCKPILES SHALL BE COMPLETED WITHIN 7 DAYS OF THE FORMATION OF THE STOCKPILE, IN ACCORDANCE WITH STD. AND SPEC. 3.31 (TEMPORARY SEEDING). IF IT IS TO REMAIN DORMANT FOR LONGER THAN 30 DAYS (REFER TO MINIMUM STANDARD #1 AND #2). PERMANENT STABILIZATION - PERMANENT STABILIZATION WILL BE ACHIEVED WITH SEEDING AS SHOWN ON THE LANDSCAPING AND PHASE II EROSION CONTROL PLAN SHEETS OF THE SITE PLAN FOR ALL VEGETATED AREAS. CONCRETE, PAVEMENT, AND OTHER IMPERVIOUS SURFACES WILL STABILIZE THE REMAINDER OF THE SITE. `1jn = y f s F r 6p• .% �. _N24'41b2"E - ' - -- II 8:1 SLOPES 149.85 'r ... 3 , ." , 11 I , ,. " :r i . \ \, - t 1 I �' 11 11 ,sr t -. ,• ,, .. \ .. 1. 3, , ,�\ 1 .1 I .1\\ E I 1_"'' . 1. _ I [ EX. RETAINING WALL I _,,. I APPROX. AREA i I CONTAINING EXIST.:. ING MANAGED , STEEP SLOPES PER II COUNTY GIS / y ( 1.1I- ,11 - II_- ;' i _.. BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURB INLET o __ WIRE SCREENCONCRETE BLOCK -__ GRAVEL FILTER RUNOFF OVERFLOW WRIER WITH FILTERED WATER D I - SEDIMENT I1 - WIRE SCREEN 2' X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE PLATE. 3.07-3 SOURCE: VA. DSWC PLATE 3.07 - SILT FENCE DROP INLET PROTECTION V x a W000 ERAME OROP INLET �TH GRATE t SME ��MIN. �` ol rGATHER EXCESS l Ai CORNERS - PERSPECTIVE VIEWS STAKE 11.RIC I� 7111 "I ��I( lVi,' MIN. TVi?:. VIII _ L V.4 \ 11 ELEVATION OF STAKE AND U FABRIC ORIENTATION DETAIL A SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING I C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. CONSTRUCTION OF' A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2, EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'M X. / I'^�V�A'NJyII r11 I / J 7 / �� / . ' %- /J 1111-�' _L FLOW IIIA ill q.. 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. 71 III! -- Jill. I � _ �,-- /' FLOW ���_---/// III - III 1111. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) FLOW A 113 A \\ / IIIII-I I \ POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) CRITICAL SLOPES SCALE : 1"=30' GRAVEL CURB INLET SEDIMENT FILTER � ____� / /� �__�_ GRAVEL FILTER - 12' RUNOFF WATER -, WIRE MESH --�__�_f FILTERED WATER J -�R - a T - SEDIMENT I II O CONCRETE GU \\ TTER i2" `CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. - GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE, SOURCE: VA. DSWC PLATE 3.07-6 SOURCE: N.C. Erosion and Sediment Control Planning and Desian Manual I988 PLATE 3.07-1 SUUHC6: Adapted from Installation of Straw and Fabric FdLer barriers for Sediment Uonlr0l,VA. USIIC rwls. a.ua-a - - - wows .,- -Sherwood and Wyant VA. DBWC STORMWATER MANAGEMENT REFER TO SHEET CG -301 FOR STORMWATER MANAGEMENT SUMMARY AND DETAILS INSPECTIONS AND MAINTENANCE THE PURPOSE OF SITE INSPECTIONS IS TO ASSESS PERFORMANCE OF POLLUTANT CONTROLS. THE INSPECTIONS SHALL BE CONDUCTED BY THE OPERATOR'S DESIGNATED E&S INSPECTOR. IF DEFICIENCIES IN THE EROSION AND SEDIMENT CONTROL MEASURES ARE DETERMINED THEY SHALL BE RECORDED ON THE INSPECTION FORM BY THE OPERATOR AND CORRECTIVE ACTION SHALL BE INITIATED BY THE OPERATOR WITHIN THE TIME FRAME SPECIFIED BELOW. BETWEEN THE TIME THE SWPPP IS IMPLEMENTED AND FINAL SITE STABILIZATION IS ACHIEVED, ALL DISTURBED AREAS AND POLLUTANT CONTROLS MUST BE INSPECTED AT ONE OF THE TWO FREQUENCIES BELOW: (OPERATOR SHALL MARK CHOSEN INSPECTION FREQUENCY) IE AT LEAST ONCE EVERY FOUR BUSINESS DAYS OR, o AT LEAST ONCE EVERY FIVE BUSINESS DAYS AND NO LATER THAN 48 HOURS FOLLOWING A MEASURABLE STORM EVENT. IN THE EVENT THAT A MEASURABLE STORM EVENT OCCURS WHEN THERE ARE MORE THAN 48 HOURS BETWEEN BUSINESS DAYS, THE INSPECTION SHALL BE CONDUCTED ON THE NEXT BUSINESS DAY. BASED ON THESE INSPECTIONS, THE OPERATOR SHALL DECIDE WHETHER IT IS NECESSARY TO MODIFY THIS SWPPP, ADD OR RELOCATE SEDIMENT BARRIERS, OR INSTITUTE OTHER ACTIONS REQUIRED IN ORDER TO PREVENT POLLUTANTS FROM LEAVING THE SITE VIA STORM WATER RUNOFF. THE OPERATOR HAS THE DUTY TO REPAIR, MODIFY, MAINTAIN, OR SUPPLEMENT POLLUTANT CONTROL MEASURES AND TAKE OTHER ACTIONS NECESSARY TO ACHIEVE EFFECTIVE POLLUTANT CONTROL THE OPERATOR MAY INSTALL A RAIN GAUGE AT THE SITE TO DETERMINE SITE SPECIFIC RAINFALL CONDITIONS OR MUST PROVIDE ESTIMATES OF RAINFALL AT THE PROJECT SITE AND PROVIDE INFORMATION AS TO HOW THE ESTIMATES WERE GENERATED. FOR PURPOSES OF PERMIT COMPLIANCE;, IT IS STRONGLY RECOMMENDED THAT THE OPERATOR INSTALL A RAIN GAUGE AT THE PROJECT SITE. EXAMPLES OF PARTICULAR ITEMS TO BE EVALUATED DURING SITE INSPECTIONS ARE LISTED BELOW. THIS LIST IS NOT INTENDED TO BE COMPREHENSIVE. DURING EACH INSPECTION, THE OPERATOR'S INSPECTORS MUST EVALUATE OVERALL POLLUTANT CONTROL SYSTEM PERFORMANCE, AS WELL AS THE EFFECTIVENESS OF SYSTEM COMPONENTS. ADDITIONAL FACTORS SHOULD BE CONSIDERED AS APPROPRIATE TO THE CIRCUMSTANCES. A. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. A STABILIZED CONSTRUCTION ENTRANCE WILL BE CONSTRUCTED WHERE VEHICLES ENTER AND EXIT. THIS ENTRANCE WILL BE MAINTAINED OR SUPPLEMENTED AS NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE SITE ON VEHICLES. SEDIMENT TRACKED ONTO PUBLIC ROADWAYS MUST BE SHOVELED OR SWEPT FROM THE ROADWAY AND RE -DEPOSITED ON SITE IN A MANNER THAT MINIMIZES ITS OFFSITE RELEASE POTENTIAL. 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. ADDITIONAL SEDIMENT BARRIERS MUST BE CONSTRUCTED AS NEEDED. SEDIMENT MUST BE REMOVED FROM SEDIMENT TRAPS AND SEDIMENT BASINS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. C. INSPECTIONS WILL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO RAINFALL FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. IF NECESSARY, THE MATERIALS MUST BE COVERED OR ORIGINAL COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE CONSTRUCTED, IF NEEDED, IN ORDER 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 STABILIZATION WHEN TURF GRASS COVER PROVIDES PERMANENT STABILIZATION OF THE SOIL SURFACE EXCLUSIVE OF AREAS THAT HAVE BEEN PAVED OR COVERED BY BUILDING(S). PERMANENT STABILIZATION IS NOT CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. D. ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING IMPACTS TO RECEIVING WATERS. BASED ON INSPECTION RESULTS ANY MODIFICATION NECESSARY TO INCREASE EFFECTIVENESS OF THIS SWPPP TO AN ACCEPTABLE LEVEL SHALL BE MADE BY THE OPERATOR WITHIN SEVEN CALENDAR DAYS OF THE INSPECTION. ALL MODIFICATIONS TO THE SWPPP DOCUMENT AND APPROVED PLAN WILL BE NOTED ON THE CONSTRUCTION PLANS. THE INSPECTION REPORTS MUST BE COMPLETED ENTIRELY AND ADDITIONAL REMARKS SHALL BE INCLUDED IF NEEDED TO FULLY DESCRIBE A SITUATION. AN IMPORTANT ASPECT OF THE INSPECTION REPORT IS THE DESCRIPTION OF ADDITIONAL MEASURES THAT NEED TO BE TAKEN TO ENHANCE PLAN EFFECTIVENESS. THE INSPECTION REPORT MUST IDENTIFY WHETHER THE SITE WAS IN COMPLIANCE WITH THE SWPPP AT THE TIME OF INSPECTION AND SPECIFICALLY IDENTIFY ALL INCIDENTS OF NON-COMPLIANCE, INSPECTION REPORTS WILL BE KEPT ON FILE BY THE OPERATOR AS AN INTEGRAL PART OF THIS SWPPP FOR AT LEAST THIRTY SIX MONTHS FOLLOWING THE MONTH THE NOTICE OF TERMINATION IS FILED WITH ALBEMARLE COUNTY. IT IS THE RESPONSIBILITY OF THE OPERATOR TO ENSURE THE ADEQUACY OF SITE STORM WATER POLLUTANT DISCHARGE CONTROLS PHYSICAL SITE CONDITIONS WEATHER CONDITIONS OR OPERATOR PRACTICES MAY MAKE IT NECESSARY TO INSTALL MORE STRUCTURAL CONTROLS THAN ARE SHOWN! ON THE PLANS. (FOR EXAMPLE. LOCALIZED CONCENTRATIONS OF RUNOFF COULD MAKE IT NECESSARY TO INSTALL ADDITIONAL SEDIMENT BARRIERS.) ASSESSING THE NEED FOR ADDITIONAL CONTROLS AND IMPLEMENTING THEM OR ADJUSTING EXISTING CONTROLS ARE KEY ASPECTS OF THE EFFECTIVENESS OF THIS SWPPP UNTIL THE SITE ACHIEVES FINAL STABILIZATION. SHOULD A CONTROL FAIL, BE BYPASSED OR OTHERWISE BE INEFFECTIVE IN MAINTAINING SEDIMENTS ONSITE AND RELEASING SEDIMENT OFFSITE THE OPERATOR WILL PROVIDE NOTIFICATION TO ALBEMARLE COUNTY IN ACCORDANCE WITH PART III. G. OF THE VPDES STORM WATER GENERAL PERMIT, AS NECESSARY. IF IT IS DETERMINED BY THE OPERATOR'S INSPECTOR THAT THERE HAS BEEN AN UPSET OR BYPASS OF THE CONTROL MEASURES RESULTING IN A RELEASE OF SEDIMENT TO STATE WATERS, THE OPERATOR'S INSPECTOR SHALL REPORT THE BYPASS OR UPSET TO ALBEMARLE COUNTY WITHIN 24 HOURS OF DISCOVERY OF THE UNANTICIPATED BYPASS OR UPSET, WITHIN FIVE DAYS OF MAKING THE VERBAL REPORT TO ALBEMARLE COUNTY, A WRITTEN REPORT SHALL BE SUBMITTED BY THE OPERATOR CONTAINING: • A DESCRIPTION OF THE NATURE AND LOCATION OF THE DISCHARGE; • THE CAUSE OF THE DISCHARGE; • THE DATE ON WHICH THE DISCHARGE OCCURRED; • THE LENGTH OF TIME THAT THE DISCHARGE CONTINUED; • THE VOLUME OF THE DISCHARGE; • IF THE DISCHARGE IS CONTINUING, HOW LONG IT IS EXPECTED TO CONTINUE; *IF THE DISCHARGE IS CONTINUING, WHAT THE EXPECTED TOTAL VOLUME OF THE DISCHARGE WILL BE; AND •ANY STEPS PLANNED OR TAKEN TO REDUCE, ELIMINATE AND PREVENT A RECURRENCE OF THE PRESENT DISCHARGE OR ANY FUTURE DISCHARGES NOT AUTHORIZED BY THIS GENERAL PERMIT. TEMPORARY SEEDING REQUIREMENTS TArBLE 3.31.-8 A.CCEPTABIX TEIVIPORAIRY SEEDING PLANT NIXFE RIALS "QUICK REFERENCE FOR AIL R, GIONS" Rate Planting Dates S ,-cies ,(Lbs. acre Sept. I - Feb. 15 50/50 Mix of .Annual Ryegrass iAiium multi-ftorunl 50-100 Cereal (Winter) Rye (Seale cereal,-) Feb. 16. - Apr. 30 Annual Ryegrass 60-1.00 (Loliuzn multi-tlorunr) I 11 May I - Aug 31 German Millet 50 Setaria Italica) TEMPORARY RIGHT-OF-WAY DIVERSIONS VDOT #1_____ 1�- COARSE AGGREGATE \\ - - - ,8 MIN. 6, MINIMUM --- TYPICAL GRAVEL STRUCTURE COMPACTED SOIL - Ig•' MTF.- - 6, MINIMUM TYPICAL EARTHEN STRUCTURE PLATE. 3.1-1 Source: Va. SWCC Plate 3.11-1 PERMANENT SEEDING REQUIREMENTS TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lbs, - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs, - Seasonal Nurse Crop * 20 Lbs. - Crownvetch ** 20 Lbs. 150 tbs. * Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual I.,, -,'ye May 1st through August 15th ... . .. . .............. Foxtail Millet August 16th through October ...................... Annual lRye November through February 15th .................. . Winter Rye ** Substitute Sericea lespedeza for Crownvetch east of Farnlville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). I£ Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may be added to any slope or low -maintenance mix during warmer seeding periods; add 10-20 lbs. /acre in mixes. MINIMUM STANDARDS (4VAC50-30-40I AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: 1. PERMANENT OF TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2. DURING CONSTRUCTION OF THE :PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSION IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10, ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHIEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE SUED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORK IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITY LINES SH 'A; BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PRO�A;OTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATICNS SHALL BE COMPLIED WITH. 17. WHIERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWIISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURE SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASE IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: 1. THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTIONS; 2. OR • NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS OR CAUSE EROSION OF CHANNEL BED OR BANKS; AND • ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND • PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: 1. IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR 2. IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; OR 3. DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR 4. PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE PLAN -APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE, I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. STORE NUMBER: 10746 SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE NEW STORE DEAL TYPE FFS CS PROJECT NUMBER: 86047 I 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: Per Acre Minimum Care Lawn 15871 CITY VIEW - Commercial or Residential 175-200 lbs. - Kentucky 31 or Turf -Type Tall Fescue 95-100% - Improved Perennial Ryegrass 0-5% - Kentucky Bluegrass 0-5% Iligh-Maintenance Lawn 200-250 lbs. - Kentucky 31. or Turf -Type Tall Fescue 1.00% Generat Slope (3:1. or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop * 20 lbs. 150 lbs, Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs, - Seasonal Nurse Crop * 20 Lbs. - Crownvetch ** 20 Lbs. 150 tbs. * Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual I.,, -,'ye May 1st through August 15th ... . .. . .............. Foxtail Millet August 16th through October ...................... Annual lRye November through February 15th .................. . Winter Rye ** Substitute Sericea lespedeza for Crownvetch east of Farnlville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). I£ Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may be added to any slope or low -maintenance mix during warmer seeding periods; add 10-20 lbs. /acre in mixes. MINIMUM STANDARDS (4VAC50-30-40I AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: 1. PERMANENT OF TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2. DURING CONSTRUCTION OF THE :PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSION IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10, ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHIEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE SUED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORK IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. UNDERGROUND UTILITY LINES SH 'A; BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PRO�A;OTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATICNS SHALL BE COMPLIED WITH. 17. WHIERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWIISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURE SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASE IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: 1. THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTIONS; 2. OR • NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS OR CAUSE EROSION OF CHANNEL BED OR BANKS; AND • ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND • PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: 1. IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR 2. IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; OR 3. DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR 4. PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE PLAN -APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE, I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. STORE NUMBER: 10746 SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE NEW STORE DEAL TYPE FFS CS PROJECT NUMBER: 86047 I 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 rtA-L. 'A. NLTH 6� f�10, RYA . PERKINS LIC. No. 046565 02.01.15 , REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: ROSION AND SEDIMENT CONTROL DETAILS SHEET NUMBER: CE -501 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' R64..0' "NO PARKING, FIRE LANE" SIGN TIMBER GUARDRAIL (TIMBARRIER OR APPROVED EQUAL) r- ! I .I(E3 �.,. .... i 1.0" SM -9.0 BITUMINOUS TACK COAT 2.0" IM -25.0 *++++++ ++++++++. `-8" VDOT TYPE I, 21A DENSE GRADED AGGREGATE BASE SUBGRADE — STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM D-698) TO A DEPTH 8" BELOW SUBGRADE ELEVATION. LIGHT DUTY PAVEMENT SECTION PARKING SPACES PAVEMENT HATCH LEGEND LIGHT DUTY ASPHALT jf .. (PARKING SPACES) t 2i2 HEAVY DUTY ASPHALT O N N-- :.' SAWCUT LINE/ APPROX. LIMITS U' OF PAVEMENT REPLACEMENT R2Q.0 R 25: b� "NO PARKING, VDOT STD. CG -6 NO PARKING, FIRE LANE" SIGN FIRE LANE" SIGN R20.:0' R20.0' : • ' : ' : io SINGLE LANE ",DRIVE—THRU WINDOW 11H 2.0" SM -9.5A BITUMINOUS TACK COAT 3.0" IM -25.0 +++++++ ++++++++ `10" VDOT TYPE I, 21A DENSE GRADED AGGREGATE BASE SUBGRADE — STABLE AND COMPACTED TO A DRY 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 e e a DUMPSTER ENCLOSURE TDRY MATERIALS TO MATCHCONCRETE PAVEMENT BUILDING 6" VDOT TYPE I, 21A DENSE GRADED AGGREGATE BASE RIO ROAD TURN LANE PAVEMENT GRADE — STABLE AND COMPACTED TO A (PAVEMENT SECTION TO MATCH DENSITY OF AT LEAST 95% OF THE SOIL'S ' STANDARD PROCTOR MAX. DRY DENSITY (ASTM ADJACENT TRAVEL LANE)D-698) TO A DEPTH 8" BELOW SUBGRADE _... ELEVATION. R1-1 STOP SIGN W/ STRIPING SEE DETAIL ON SHEET CS -501 TIE INTO EXITING CURB 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 An TIMBER GUARDRAIL (TIMBARRIER OR APPROVED EQUAL, SEE. _DETAIL ON CS -501) ,/-,DIRECTIONAL ARRROW (TYP.) SEE SHEET CS -501 FOR DETAIL ,a— EX. UTILITY EASEMENT D.B. 1317 PG. 75 ........... _... s14 D.B. 435 PG. 171 _.. N 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 EASTiiNG 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 AF�EA: 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 NOTES: 1. CONTRACTOR TO COORDINATE ENTRANCE CLOSURES WITH ADJACENT PROPERTIES TWO WEEKS IN ADVANCE OF WORK. 2. ALL CURB RADII 5' UNLESS NOTED OTHERWISE, 3. TWO COATS WHITE TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT SHALL BE USED FOR HANDICAP PARKING AREA AND TWO COATS YELLOW TRAFFIC PAINT FOR FIRE LANE MARKINGS (18" LETTERS, 2" PAINT STROKE). 4. LOADING ZONE STRIPING SHALL BE PAINTED 4" SINGLE YELLOW SOLID LINE AT 2'-0" O.C. 45' TO THE DRIVE AISLE. 5. ADDITIONAL FIRE LANES OR SIGNAGE MAY BE REQUIRED BEFORE FINAL CERTIFICATE OF OCCUPANCY IS APPROVED BY THE FIRE MARSHAL IF TRAFFIC OR PARKING CONDITIONS DEVELOP THAT WILL NOT ALLOW ADEQUATE MOVEMENT OF FIRE APPARATUS AROUND A BUILDING OR COMPLEX. 6. PROPOSED CONCRETE PADS TO HAVE 1 FT X 1 FT CHAMFERED CORNERS. 7. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 8. CONTRACTOR TO EVALUATE LOCATIONS OF LIGHT POLES AND RELOCATED OHE LINES ALONG ROUTE 29 AND NOTIFY KIMLEY—HORN PRIOR TO INSTALLATION IF ADJUSTMENTS NEED TO BE MADE IN ORDER TO MAINTAIN ADEQUATE HORIZONTAL CLEARANCE. 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 �.n 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: RYA PERKINS y LIC. No. 046565 02.01.15 �,'�• �%rS.IONAL�� REVISIONS: COMMENTS: DRAWING BY: RRP DATE: (FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: SITE PLAN SHEET NUMBER: CS -101 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 al o utilities indicated A. Locate, identify, disconnect, and se r cap ie 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 down stumps and remove roots, obstructions, and debris do a depth of 12 inches below exposed subgrade. 3. Use only hand methods for grubbing within protection zones. 4. The subgrade to remain shall be compacted to 95% Standard Proctor maximum dry density following clearing and grubbing activities. 1.6 TOPSOIL STRIIPPING A. Remove sod and grass before stripping topsoil. B. Strip topsoil in a manner to prevent intermingling with underlying subsoil or other waste materials. C. Stockpile topsoil away from edge of excavations without intermixingi with subsoil. Grade and shape stockpiles to drain surface waater. Cover to prevent windblown dust and erosion by water. D. Dispose of surplus topsoil. Surplus topsoil is that which exceeds gwantity indicated to be stockpiled or reused. SITE WATER DISTRIBUTION 1.1 GENERAL A. Regulatory Requirements: 1. Comply with requirements of utility company supplying water. Include tapping of water mains and backflow prevention. 2. Comply with standards of authorities having jurisdiction for potable -water -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 Ileast 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 0 -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 C900, Class 200, with bell end gasket, and with spigot end. C. Mechanical -Joint, Ductile -Iron Fittings: AWWA C110, 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. Pipe a e 3. Sewer Pi p 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) Tapping Sleeve: Cast- or ductile -iron or stainless- steel, traffic only or in landscaped areas. flat -slab -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, pluig with lettering 5. Riser Sections: 4 -inch minimum thickness, of length to provide indented top design with lettering cast into cover, using wording "WATER," 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 slippagee 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 BOXES10. 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 cost 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, cast-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 valve. 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 main 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, 1.7 FIELD QUALITY CONTROL worker to place both feet on one step and designed to prevent compression e valve opening against pressure and closing P YP P g g p g A. Inspect interior of piping to determine whether 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 iotervalss. Omit steps if total depth from floor of P P 1. Standard: AWWA C502. of backfill is in place, and again at completion of Project. 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 as indicated on Drawings. 1.11 FIRE DEPARTMENT CONNECTIONS a. Alignment- Less than full diameter 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 designed for heavy-duty service. body, thread inlets according to NFPA 196:3 and matching local b. Deflection: Flexible piping with deflection that prevents 1.9 PIPE OUTLETS fire department hose threads, and threaded bottom outlet. passage of ball or cylinder of size not less than 52.5 percent A. Pre -Cast Head Walls: Pre -Cast reinforced concrete, with apron and Include lugged caps, gaskets, and chains: llugged swivel of piping diameter. tapered sides. connection and drop clapper for each hose -connection inl,:t; 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 requiirements 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. 1.10 PIPING INSTALLATION nonrising-stem, resilient -seated gate vallves with valve box. 3. Reinspect and repeat procedure until results are satisfactory. have A. Install locator wire or tape 6 inches above all non-metallic piping 2. Use the following for valves in vaults amd aboveground: B. Test new piping systems, and arts of existing systems that P P 9 Y P g Y B. Install bedding and backfill in accordance with pipe manufacturers a. Gate Valves, NPS 2 and Smaller: Brornze, nonrising stem. been altered, extended, or repaired, for leaks and defects. instructions. b. Gate Valves, NPS 3 and Larger: AWWA, cast iron, OS&Y 1. Do not enclose, cover, or put into service before inspection and C. Begin installation at downstream piping connection to outfall point. rising stem, resilient seated. approval.2. Test completed piping systems according to requirements of P P P g Y 9 q D. Construct all headwalls flush with existing proposed embankment 1.13 c. Check Valves: AWWA C508, swing type. FIELD QUALITY CONTROL authorities having jurisdiction. 1.11 slopes. 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 P P g PP Y P 4. Submit a separate report for each test to the Engineer for B. Clean accumulated sediment from stormwater pipes, conveyance P P ' y to stabilize system. Use only potable waiter. approval. channels, and pond once site is stabilized with vegetation. B. Hydrostatic Tests: Test at not less thane one -and -one-half 5. Air Tests: Test sanitary sewerage according to requirements of Y g g i times working pressure for two hours. Inicrease pressure in authorities having jurisdiction, UNI -B-6, and the following: EARTH MOVING 50-psig increments and inspect each jolint 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. Slowlyincrease again to test pressure and hold for 1 P g P C. Leaks and loss in test pressure constitute defects that must be Project is located before beginning earth movie operations. r more hour. Maximum allowable leakage is 2 quarts per hour repaired. P D. Replace leaking using new materials, and repeat testing until B. Do not commence earth moving operations until temporary erosion - per 100 joints. Remake leaking joints with new materials and piping and sedimentation -control measures are in place. repeat test until leakage is within allowed limits. leakage is within allowances specified. 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 geotechnical report regarding general site preparation, building pad Engineer for approval. 1. All stormwater pipe, inlets, headwalls, and related appurtenances preparation, pavement sections, fill, and excavation. 1.14 IDENTIFICATION shall meet local D.O.T. standards. E. Retain a copy of the project Geotechnical Report at the work site at Install continuous underground detectable warning tape during 2. All stormwater pipe shall be installed in accordance with pipe 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. Elostomeric 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, elastomeric 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 III, Wall E3. 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. PROJECT TYPE: NEW STORE DEAL TYPE: FFS 10746 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 SEAL: ,p4;0.*j RYA PERKINS LIC. No. 046565 Emirs L REVISIONS: DRAWING BY: RRP DATE: (FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: GVS SPECS SHEET NUMBER: CS -301 COMMENTS: 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 grade 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 clot -ply 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 Reco>rd 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 mix 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 vertically. 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 some 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 same 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 ,A 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 Ilength 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 1/4 -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 1/ -inch radius. Repeat tooling of edges after applying surface finishes. Eliminate edgling-tool marks on concrete surfaces. 1.10 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified testing agency to preform tests 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 regcuirements: 1. TTesting 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 u sed. 2. Slump: ASTM C 143/C 143 M, one test at point of placement f(or 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. Asir 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; cast and laboratory cure one set of three standard cylinder specimens for each composite sample. 6. Gompressive-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 sample 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 not 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 from 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: Veri fy 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 selvage 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 F 1043. Top Rail: 1.66 inches in diameter. 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 rootung per ASTM A 653/A 653 M. 1.5 TENSION WIRE Metallic -Coated Steel Wire: 0.177-inch-dimater, marcelled tension wire complying with ASTM A 817 and ASTM A 824, with the following metallic coating: Type II, zinc coated (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 900 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 top rail. C. Rail and Brace Ends: For each gate, corner, pull, and end post. D. Rail Fittings: Provide the Fallowing: 1. Top Rail Sleeves: Pressed -steel or round -steel tubing not less than 6 inches long. 2. Rail Clamps: Line and cornea boulevard clamps for connecting rails in the fence line-to-lin(e posts. E. Tension and Brace Bonds: 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, hct-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, compllying with the following: Hot -Dip Galvanized Steel: 0.148 -inch -diameter wire; galvanized coating thickness matching coating thiclkness of chain-link fence fabric. 1.8 GROUT AND ANCHORING CEMENT A. Nonshrink, Nonmetallic Grout: Prremixed, factory -packaged, nonstaining, noncorrosive, nongaiseous grout complying with ASTM C 1107. Provide grout, recommended in writing by manufacturer, for exterior applications. B. Erosion -Resistant Anchoring Cerment: Factory -packaged, nonshrink, nonstaining, hydraulic --controlled expansion cement formulation for rnixing with potaible water at Project site to create pourable anchoring, patching, and grouting compound. Provide formulation that is resis>tant 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 srmoothly, easily, and quietly, free of binding, warp, excessive deflection, distortion, nonalignment, misplacement, disruption, or malfurnction, 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: SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE- NEW STORE DEAL TYPE: FFS 10746 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 SEAL sALTH 0� x RYA PERKINS LIC. No. 046565 0� 02.0115 CONAL REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: CVS SPECS SHEET NUMBER: CS -302 COMMENTS: 5 CG -12 GENERAL NOTES L THE DETECTABLE WARNING SHILL BE PROVIDED BY TRUNCATED OWES. 265 SIKE STOREY RD NW, P.O. BOX 99 PERMISSIBLE '�I CONSTRUCTION NS DOWEL, B• LONG o 12" JOINT 4' cc -+2 C•C 4 PHONE: (706) 234-1605 �i.�•�����, FAX, (706) 235-8132 S M!1 1 1., C -C- LONG +I PERMISSIBLE ,1 -rte ' 2'VN2. AT 12" C -C YARN. CONST TION 12'1 N�"AZWITI DETECTABLE WNRING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECASTWITH MIDLOTHIAN, VA 23113 /—TOPOFSLOPE BEGIN STANDARD BEGIN STANDING z BARRIER TERMINAL SLP RESbTANi NTECRAL $IITSACECOVERINGTHE FULL WIDTH OF T!E W!TH OF PEDESTRIAN 4' tt _ _ Opp �:) uAx S FLOOR BY 2 FOOT N LENGTH IN THE DNECTION TRAVEL. OTHER TYPES OF MATERIAL WITH TFE 1RIINCATED DOZES DETECTABLE r .) t 10:1 i I I 1 1 1 I I I I 1 1 11 I I I I 1 1I I 1 1 I 1 1 i t 1 1 I LJI LJ LJ LJ LJ LJ BUFFER STRIP `{ (2:+ YAxWARNING MAY Be USED PATH THE APPROVAL GF, THE ENGINEER. 10,1 u" B N AX B TYPICAL DESIGN3• 4. THIS TERMINAL MAY ONLY BE UTILIZED AS FOLLOWS OR AS OTHERWISE DIRECTED BY THE ARCHITECT OR ENGINEER, SLOPING SIDES OF CUB RAMP MAY BE POURED MONIX.ITHCN-LY WITH RNP PERMI59BI.E CONSTRUCTIOn WTN REOUfED BARS. TYPE A +" NIL END OF TERMINAL IS OBSTRUCTED RYAN OBJECT OR STRUCTURE OF A SUFFICIENT MASS $O AS TO PREVENT A VEHICLE FROM COMING INTO CONTACT IT. FLOOR OR BY US.IDNT PERPENDICULAR B. ASA TRAILING END TERMINAL ON A ONE-WAY Oft DiVIDE.D ROADWAY. 5. CON TRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT wWW.CADdetaft w r*fb REFERENCE NUMBER 651 iI03a. 4. F RNP FLOOR IS PRECAST,FRp•ES GUST BE PROVIDED FOR DOWEL BMs SO FLARED SIDES CAR BE CAST N PLACE AFTER: PLACEMENT OF STREETGUAW"i STANDING -END -TERMINAL I TETE7DOME a' 5.M„ RAMP7A�T..CA�E. (SEE TABLE) LE)PRECAST THAT ADJOINING RMP FLOOR• PRECAST CONCRETE SHALL BE CLA55 A-4. S�' SEE I OF S A FIXR DETNLS _.... .,__... ..,._...___. DOMES 12`+ Mme;. 7VAR 5• RECURRED BARS ARE TO BE No.5 N E• PLACED TCENTER TO CENTER ALONG FLOOR. MAX 8'- " 6f - 8' SEESHET SEE SHEET l OF 3 FOR DETAILS BOTH SIDES OF RAP FLOOR. MO -DEPTH OF RAMP MILAN :757, _ _ __ _ _ _ , .... ..................... _ __ _ _- _ . _ _ ._ ... _ ... , ........ �I CONCRETE COVER IY2 . CURB / CURB ARID GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED N PAYMENT FOR CUB / CURB AID GUTTER• 77iiTYPE B BAG( OF CURB 12:1 MAX. 48:1 MAX- 2' 20,1 TYPE A '_6. SHAPE OF ROADWAY CURB WITH BUFFER STRIP BACK OF CURB 4 :+ MAX 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE EN1GIrr THEY AHE 70 BE PROVIDED AT INTALKERSECTIONS WHEREVER PARALLEL _........ ....... .._....._,..... WITH BUFFER STRIP 20;1 Yom' _-.,,_. 48 M ACCESSIDI.E ROUTE WI7NN tHE HGHi OF WAY OF A HIGHWAY FACILITY REGARDLESSo� . ogWITHIN uuz__... WIN. SECTION A -A .... _ . _.. _ 12H�— OGUR NONESXISiTD/TT hEECY wsE r�BE LOOCAT PPEEDESTRIAANNTCCRRbSSPRw AS SNDWN ON PLARS 0R AS CRECTED BY THE EN(iE'EER. ALIO SHOULD NOT BE LOCATED M4:D VEHICLE STOP LINES, E705TNG LINT POLES FRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A tANTIN0005 FIRM MO SLP RESISTANT PATH CONNECTING NA t2,T MAX CONSTRUCTION JOINT w SINN 2'uW. SECTION A -A �5 1 WITHOUT BUFFER STRIP UNOBSTRUCTED, STABLE, ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED.ENTERED -,-.---- 12:1 MAX C(' , _ PERl155BLE Y CROSSWALK MID USED BY PEDESTPoMS. ' yC* , CONSTRUCTION QQ e• RMIPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT OF THE UwSSWN.K Aro SECTION B -B 0 THE CURB OPENNc B PLACED WITHIN THE LIMITS THE CONNECTION OF THE CURB OPENING 5 IDH AT 0C , 2' HIGHER THAN 2' -[•• . THAT THE SLOPE AT PERPENDICULAR TO THIE CURB. RAW) CANNOT EDGE OF PAVEMENT AT W . SAME AS TOP OF CURB NOTES' FOR GENERA- NOTES (x11 THE DETECTABLE WARNING' SURFAMCE, SEE SHEET 1 OF 5. ) ) SECTION B -B ~ 1 4" {, , CROSSWALK 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE ACCOMMODATE THE TURNING REQUIREMENTS OFANTI(7PATED FEAW TRUCK TRAFFIC. REFER TO STANDARD CG -17, COMMERq/L ENTRANCE (HEAVY TYPE C PARALLEL &PERPENDICULAR THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW ALTERATIONS pA 4•9SpgEINE LAtOAi AREA 51IA BE f TSL pyUVH,Nq TRUCK rRAFFIc) FOR CONCRETE DEPTH. CONSTRUCTIMI.8 FEET FOR ALTERATIONS. p p�vRo�'.,"o'p�L1vp`•��`oa CROSSWALK Tj{�M,Iptm W'�' 10• WHEN CURB RAMPS ARE USED N CONJUNCTION WITH A SHARED USE PATH, THE MIIIYUM WIDTH "JRN1 BE THE WIDTH OF THE SHARED USE PATH NOTES: FOR GENERAL NOTES ON TIC DETECTABLE WARNING SURFACE, CADif &x AREA. i+• WHEN ONLY ONE CURB RA1P 6 PROVIDED FOR TWO CROSSINGS (dAGONA.). A 4'x 4'LANDING ARESHALL BE PROVIDED TO AINEWER A WHEELCHAIR INTO TFE CROSSWALK WITHOUT CON(' INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME n •'- _a" -C -.4 O O O O O _ O O O OP0.O O O O O •B y y �� vt A WSGUARE LANDING A 4ASOUME LANDING AREA OUTSIDE OF AREAOUTSIDE OF TRAVELWAY SHALL TRAVELWAY SHALL WRTHN PROVIDEDI"T'� SEE SHEET 1 OF 5. TYPICAL PLACEMENT fit$ THE REO(IRED LENGTH OF A PARALLEL RAMP IS LIMTED TO M FEET, REGARDLESS OF THE AT INTERSECTION SLOPE. WITHIN CROSSWALK CURB TNPFae STIP + o O O O D a 0 0 0 0 0 6 O 00 O O 0 0 0 4 0 0 0 0 O O �o r O o 0 0 0 0 0 0 0 0 0 0 0 0 0 3 H �� �� 7�tE MMRCEDED TTHHE CROSSWALK MEA CROSSWALK AREAL N TYPE B PARALLEL APPLICATION YsuwAN MINIMUM RAMP LENGTH DIAGONAL PLACEMENT ROADWAY GRADE YARN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U U 3 3 IN PERCENT N FEET 1 y OF BASE DIAMETER b O 0000 00 O 0000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CR OSSWAJ,K CQ W K N N o (A F"CURB 6•GURB 0 4 6µN I III p U� 1 s 7 iT 2 5 B _ vARIABI.E MIMMU.1 TYPICAL PLACEMENT TYPICAL PLACEMENT II s 6 9 � A 1'SWIAE LAAIAIc ,'FLEA TRUNCATED DOME PAY LIATS Cu WARNING AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK CROSSWALK OSSWALL& PLACEMENT DIAGONAL PLACEMENT wTstE aR NIRA lLWAY A VSO)ME LANDING AREA 4 8 t2 cAO�W w FaEK l� ``\�� OUTSIDE OF TRAVR.WAY 5 10 19 \ SHALL BE PROVIDED FOR DETAIL DETECTABLE DETAIL WITHIN CROSSWALK (WITH BUFFER STRIP) DIAGONAL WITH BUFFER STRIP 6 +' 15 WITH BUFFER STRIP a10�""'x ""�" ` CROSSWN �„ nfMARKED ALN XV SPECIFICATION 1 CG -12 DETECTABLE WARNING SURFACE REFERENCE SPECIFICATION VDOT REFERENCEL CG -12 DETECTABLE WARNING SURFACE t CROSSWAN AREA. -,VDOT CG -12 DETECTABLE WARNING SURFACE SPEGff10ATIon REFERENCE ROAD AM BRIDGE STANDARDS (GENERAL NOTES) IDs TYPE A (PERPENDICULAR) ROAD AND BRIDGE STANDM0" APPLICATION AND BRIDGE STANDARDS 3 S E.07 REV151 ATE SHEET NOF s REVISION DATE MM2 los REVISION DATE SHEET 2 OF s TYPE B 4/09 4RGNHA DEPARTMENT C>F TRANSPORTATION 502 VRCRIA DEPARTMENT OF TRMSPORTATtpN 409 203.06 O9 VIRGNA DEPARTMENTEOFI TR, NSSPORTAATIONN203.05 2 COATS OF TRAFFIC PAINT 4" WIC PAINT) W. : � M HANDICAP SYMBOL NOT TO SCALE RE R7-8 HANDICAP PARKING SIGN 11-411 (12°x18") R7 -8A SIGN AS NEEDED 1011 6" BOLLARD WITH BLUE BOLLARD 11-1011 COVER GROUND SURFACE RESERVED PARKING 0 VAN ACCESSIBLE AX �/ PENALTY $100-$500 7' MAX TOW -AWAY ZONE 4' MIN. 1.51 (2'@ ENTRANCES) NOTE: SIGNS MAY BE PLACED ON ONE BLANK, ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES TYPICAL HANDICAP PARKING SIGN NOT TO SCALE In EG TWO COATS WHITE REFLECTIVE TRAFFIC PAINT 4'-0" BACK OF CURB CENTERLINE OF DRIVEWAY TYP. I 8'-6" TYPE 2, WORD 25.433 sq. ft. STOP BAR NOTE: 1 11 FOR THE STOP BAR LOCATED AT THE END OF THE DRIVE THROUGH, THE 2' STOP BAR MUST BE EXTENDED ACROSS THE ENTIRE LANE AS SHOWN IN THE DIAGRAM BELOW AND ON SHEET CS -101. I T I 6' TWO COATS I_ 41 WHITE REFLECTIVE I` TRAFFIC PAINT TEMPLATE AVAILABLE FROM MALTISE SIGNS. CONTACT THE CVS CONSTRUCTION PROJECT MANAGER FOR MORE INFORMATION. DIRECTIONAL ARROW DETAIL NOT TO SCALE NOT TO SCALE WHITE TRAFFIC PAIINT 2 COATS f TYPICAL CROSSWALK DETAIL NOT TO SCALE LINE OF SIGHT @ 35 MPH = 415 FT (CROSSES INTERSECTION AT 310 FT) �' o °°Q�yjfy ifs / 945 SF TrP1 b 7 PARKS PROVIDED � DRIVE I r'FJ, THRID ' EX. UTILITY EASEMENT GIVES VDOT THE RIGHT TO TRIM AND REMOVE TREES OR OTHER OBSTRUCTIONS SJ, STOREY LUMBER CO., INC. 265 SIKE STOREY RD NW, P.O. BOX 99 ARMUCHEE, GA 30105-0099 TOLL FREE; 1-888-934-1605 PHONE: (706) 234-1605 �i.�•�����, FAX, (706) 235-8132 www.bmbartier.com LUMBER COMPANY, INC, MIDLOTHIAN, VA 23113 /—TOPOFSLOPE BEGIN STANDARD BEGIN STANDING z BARRIER TERMINAL FAX: (804) 419-0759 _ _ TYP. RAI. SE£TON EDGE OF PAVEMENT w i I I 1 1 1 I I I I 1 1 11 I I I I 1 1I I 1 1 I 1 1 i t 1 1 I LJI LJ LJ LJ LJ LJ G SPACING (TYPICAL) FRONT ELEVATION TES: 1, INSTALLATION TOBECOMPLETED INACCORDANCE WITH MANUFACTURERS SPECIFtCAtfONS. 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 OR ASA TRAILING TERMINAL ON TWO WAY UNDIVIDED ROADWAYS WHEN: I. SPEEDS WOULD NOT EXCEED 10 MPH. II. BURIED IN BACKSLOPE, NIL END OF TERMINAL IS OBSTRUCTED RYAN OBJECT OR STRUCTURE OF A SUFFICIENT MASS $O AS TO PREVENT A VEHICLE FROM COMING INTO CONTACT IT. N, IT IS LOCATED A SUFFICIENT DISTANCE FROM THE ROADWAYS SG THAT AVEHICLE COULD NOT COME INTO CONTACT WITH THE END OF THE TERMINAL, B. ASA TRAILING END TERMINAL ON A ONE-WAY Oft DiVIDE.D ROADWAY. 5. CON TRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT wWW.CADdetaft w r*fb REFERENCE NUMBER 651 iI03a. TIMBARRIER TM STREETGUAW"i STANDING -END -TERMINAL 651-003; www.L;Auoetalls.com Features: LDPE-100% recycled plastic 48" - 5 Year warranty against manufacture detects - Made in U.B.A. - y' Standard Colors: Black, blue, gray, white, yellow Accessories -- - Lag bolts (concrete application) or spikes (asphalt application) are included #.__ _ I r., 4.500. 4 /f 3 .__P654 .._._ _....� ��.._ PBD4 -"I PBS6 PBD6 TBD8 10120 Gottschalk Parkway x Chagrin Fails, OH 44023 • 800-516-9287 • www.itinoplast.corn GRAPHIC SCALE IN FEET 0 20 40 80 pharmacy' NORTHERN J ENGINEER: INEER: 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 ---- SUITE 300 MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 _ _ SEMINOLE TRAIL (ROUTE 29) -`: ___ ___ .._ ..,.-,._..._ ... . ,_.,.,,_._..,..•.,.....,,._.... VARIABLE WIDTH R/W D.B. 1317 PG. 75 ......_.. _.......... _ �' ....._._... ........__. ......_......_.- ...,....__._ _.._._ ...._... l / D.B. 435 PG. 171 �s _ _ ...._ _. ._ ..__... _.... _.... ..._. _.... ......... - _.... .,__... ..,._...___. _ _. _ .. ..... _ _ __ _ _ _ , .... ..................... _ __ _ _- _ . _ _ ._ ... _ ... , ........ �I .., .._. ..... ...... .. ._. - _. ...... ., '.-... .. .. ....... ........ ... ......___. _........ ....... .._....._,..... _ _..__.__.__....._.._ _.... .................. ... .... ........... _. ... .._ ...... __,-.__,.__. ......_. .. .......-_ .._.._...... ... .......... .....__... ...... ... ..._., . uuz__... .... _ . _.. _ e. .__ __ . ._ ..__. __-.. _ ......_.., .__........., _....._ ,. . pharmacy' NORTHERN J ENGINEER: INEER: 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 SEAL: fid'-ALTH p1y,'� RYA PERKINS LIC. No. 046565 A 1 v;ZONAL.► REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: CONSTRUCTION DETAILS SHEET NUMBER: 1. CS 501 COMMENTS: I I NOTE: RETAINING WALL PLANS ARE PROVIDED FOR REFERENCE ONLY. Tr E TERZIOTTI ENGINEERING, P.C. ............ TERZIOTTI PO 60X 2 ORANGE, VA 22960 ENGINEERING pc MONk (540) 672-1245TER It TTI ENGINEERING 1�.. & CONSULTING ARCHITECTURAL ENGINEERS ST Uc.ru ,At. E ., aU:ra46t.I a C',MS t_ AN 15 , F,0 Cie Tenor-...,.,_ _-L.,. _ f -. ....._.,.._.......... 0a£ T ? _ , CLIENT: ECS Nl d 1tl t LC `'`"" 22960 „ 1 f. `dn 1 h iar,lbt0)fift''t 1;5 e;. „......... ... } F 540)6124245 I LLC GT 0. Box 2 / ORANGE, MRG In 22960 DNFE: E: November 10, 2015 -------. _— ----- -- _� ,., ,"r I � r 72_1 T � ter.,,. 1. r � �! 245 E, IN � /------------- PROJECTN MBER1502 ! :r_ PH/FAX (540) 6 r PROJECT: r ) s cn Engineering for Site Retaining Wall `\ �f A r , � t —7 q Seminole Trail &Rio Road / — — — — — — — — — — — z Albemarle County, VA ICY- CK 0 > CON'iEnT5 {Seated Calculations): 0 Q Site Retaining Wall Design: I I {rages T 1 /_ J Signed and Scaled: / KFTAININC WALL SPECIFICATION: _w �$ W ndatlons to be via ced on natural 5ubgraide or fill prepared under the �uper'✓15:or of a Geotechncal Encmrc;r. Subbase to he Fern and free . / of dr_brl.,, Aaiding write, , nn l cryarl:c_,. LIJ E3:a,-,,.nll to be I-laee.,d undo. ..:e. ,,up�.r✓r.aon at the. Ue,.ctucnnieal Er:glr„_t.r of R..r,ard, LJ J Q / 2 DPo N EA51 cr' Q J oil bc::irm,3 d,_ 5> _: 500 v:.`. z Q '> 1 ' ..`„`' ,.,, ,. ', f ,�, J arth pre uro � re5 tiro) 0 00 (used far 50!1 bet✓✓e m terns of E41r 2) Ccrfflucnr of - _ -............. ` / Greffinrnt of pas; e .-,Ith pN 5u e< T%p) - 0 'T0 (u`d,J for lateral 1-a°!-.tan_F of all wa'l�>} / W Q r : tficlent of active ecirrh pr u'F (Ka) of gr„nuiar rill = 0,25 > V) i u , F. IVSD+ unit 'n '9 i e' T” • - ✓r'ght of - ✓acted b: r�flli - 15 pcf S✓ . / Unit "✓ 1 rj'' of a enol rr r' I 10 pCf Ig n IatF 9A 't., r c _3urc for r o';rpacred Fill = GE) rcf D ' I �p lat r ll earth c ur nor g- rVar hill = 27.5 pcf dos No: leoao F) ,in pa,53i c. p, ur . 27G ,cf Guido Terziotti / D 1 )n coef=lc!art of coir tion. for 5F 3 dm f ;!lura = 0.3 VA P.E. #19.894 . / (Note: Daed on >evt. r nlcal 2epo,t #107-1 G by tC5 dated 4/101'20 1 5} 3.Foundat!on drain to be G' dianetel P' rfd.r atcd p" I;/r'.',ylenc tubing Ar:h filter fabrlc Sock. a inornuf ctored by ADS. Dacknll against the back ' L t !Idc of the tall stem of .earuulg wall R4'';`-2 and against retaining wall Ry`/ -I 'rnth granular fill for-,+ nor¢ontil di!AarI benlrid cfie v✓a'II'S erjual to 6 1 01c helgnt o stem plu f 'un_lacon (not Includ!n3 '� F,) :and, up to 24" ralo'w top of wall. Vv'i erre rr eJ_d [or ! n scaF!nc) the top 24' of backf!ii U) C % t -- c,in be for oil crooinated from th " g^anular fill meth. no. trvctural _1120t1a6411C.21 filter fabric (Nr f, ji-arlUINI 611 011 tOP a u+ ,Idr), / ,I Sod p:ce_ a bac n Ill betwee:l 51!orC and -a!t 5t, i� of RIAs 2 Should be Irl-ua tu •,ell or an abproveniaterial cla3"fled a5 `M, 51"snore , or ore c� {, _ g ✓ul a Sr' z o1 arcanru rnattu- o^ debrr, end ruz:'a5 greater thin 4 t 1chc-5 m ciiNwcfer. Fdl = roufd bP V{ar eIn !dt roc exceeding 8 T)Chec Il _ loose -nl l:ne„ The fill p ac:.i adwuent to the retai Lig wall sh0uW not be cm r cornpactu,, Hasid-operax_d eomne_tion equipment e^o.ld oe W_ ' sed I ar t,vrf n the 2 will stern Z I �u 5 Ca"cret. ori ,I,all. conforni to a, regw - nent-, or ACI 301 10 'SpFaficzticn for 5tructu,al concrete For bui ITILp Concrete- to c 3000 Cn9i for foot!nc F'rt`r ut: may bd u ed 05 form for fc t ig . P mtorcing tee. to br f: rie GU phce l,srrgtlr = 57 rllamet% 75ur1j,ort rebar ori br cks or thou'; at 4' max Inter'✓ah Unk.sr, noted of iJ wlse, Prov de. rover for relntercement a fo!lotv;: FoOtmg loo+tom nary - (� I 3" of side an_. 1101 oro ov3r. FOO;`.Ino Ton bars - 2" t.0 .and 3" s!de cover . Stem brans - 2'' coves'. : p cover 5 G. footing of retaining wall •,hall noL Infrlr a' the hoe of VDGT Fer n tnrrlt lfa=:cmr rt. -- ......_.. ........___. _. .... .. ........... .._......__............ si = 7. Anchors for b` ck to concrete attacnrnent to be Holvnan. A uarnard sta mesa 5cecl #305 cast Ir. -place Dovetail 51055 located horizontally at 36" o.c. with 3r,71'ii855 steel #3 I `; fle>nble wire Cies located Vertically at I C p,c. Col'r'r I0rrt.5 t0 belay: grade. F'rovlae y<. n.cef:5 C .,d•c t > -,�- __. _. ......." � .-.-- _.................. _.-.-_... _ . _._ .............. _..._. _ _.-..-..- .. .... accvo grac•,e r" 24 o.c. Coordinate with o,vnc:r for brick and expo°red mortar appearance; err uB >,;, _qV _e 34a1. .... ,.__. . Ge.`-' 7u NAM;, '°Y" PtCt2cri.'S v. dt�e s hd.,leu � be 2 ularr,�teJe� ,Iv JIr: / I:uril:num ,: or�� .c n.:Ur, of '"t -all. rvc,e,r In=_;!cle tate. w:'It:r I e x I Z rlalvarllz��i file..! ✓.r1 r /; o c.nrnq I-�%���x�� ENGINE� P.C. _.. r. f C I g � -. p .-' , •, .: TriUi;TVe'.AL sY1GiNELiiii'd C.9fi15'!L"CA:t'ETS HF€r YI $_ �� ,�.___ -r., `>✓ _ .., ` 3 IS _. f _ ..., ,n 22960fat t >7.,.0 tlr _ _... ....__ ........ f F r t ]5 .. „v..... ..R t:vu,;— R T.:- ,, P. t} l}l'7Y 4 ...- _.. _........-..... _.......,.... ar7 d lam: .z -Ze., tia'�it r-, \f'' ., , r _..,. _....-_.._... _._ . ...._. _,. ._....- ^'r�LiraE. He... --. -.. . "............. a r. _........ ...__..._- „..... ........ .......__„ - _i. ....E .. UL L 1 It4M1 .. FAX (54Ei}fjJL-€z,`,:'; v' I FOUNDATION PLAN I L SI 5 SCALE, I/9.,,.-0.. 2 - - _w, I { ..\. r._,I.cl.rt_:_;F_.,.r:_,t..<ry.r_. :.a 1 al r I c,iz it'if r .1. ",cT _.c.r.,t, DATE: _ - _, �..rJ zr i r;Fl_:r'1.,�_II,.rN-1 n.1�. :_:'., f, 1. t. rt, :...,.t r.l �.✓h-..., :..,,:-1 :c,. F.Cr �h__ 1 G-1.11. _ +. -I-r. - l'.�. Ci r,E'...rC:I E.:' rd:,r- : ;,'IJ i,... :r �l - .': E.._ ,I viL T: k.:.,'..t.lf>-: 17 '., "!C (, r' -I,: E. `LY rE: f.^1 -i[ .- - ,i'.`P:1 :'`( -rG.: ^,1. ..._..._ _ DRAWN art rE; 1: - pr.,%i-I : l,_. -I r .} CHECKED BI'' ,:.fir i I df.... r•:' 1 : SHEET N0. ...J 1 -,.,. ... 52 �(I IS —1. , OF SHtE-TS ' „ , awl , 411 - "Z" 5AR5 TO MATCH - '' FOOTING REIN'F. SEE .0 y 8 3 :� ,, -- FOOTING SGHEGULE -- - - - FORREINF t PROr- r", 7\ Q LAP SPLICE (ttP) r 1. , TERZIOTTI I 4-- / ENGINEERING pc 1 1 CONSULTING STRUCTURAL E 1' x k ARCHITECTURAL ENGINEERS ^ N P.O. BOX 2 `-i _. _.w, ,.......... ..,I .. ORANGE, VRGNA 22960 PH/FAX (540) 672-1245,T:... [ itis.. 1 . ,., .. _ cn 4 TYPICAL FOOTING STEP n C] q ..... 52 NO SCALE r-' : ! __j ! - T < Z EXPAN510N .YJINT IN BRICK. FILL JOINT w{ I _ Q PREMOLDEfJ NEOPRENE OR FOAM FAD AND Q , ....... ry SEAL w/ BACKER ROD AND SEALEN7 Yz° EXPAN510N SOINT IN BRVCK WAO.), FILL - Yx" EXPANSION JOINT IN BftIGK (U,N.OJ. FILL ,JOINT w( PREMOLDED NEOPRENE OR FOAM PAD JOINT ,v/ PREMOLDED NEOPRENE OR FOAM AND SEAL w/ BACKER ROD AND SEA -ENT PAD AND SEAL tv/ BACKER ROD AND I .I %"XV',' DEEP FORMED SEALENT JOINTa EXT. FADE — J .,...-...�.,.-......_..-.,..,....o..--.�.+ ..,_. ......m... ___...___.......�._.....,_.-..-..-_...................._._ .........._ ...._..... �.......... .... .. SACKER ROD AND 5EALANT , /. L �" BOTH SIDES AND TOP OF WALL /n t-+1 11 -.^r _i 0� i i, r .._..... � �• ,•-J ..... . .._ � ,._. _. ___. ........ __.__. _..... ..._,.... ...... ....... _ . _. JOINT FILLER - Y• � • � e .. � • -, � I -I -� r W 0 • - - �° O L J TEELZYC}ii iGiINEE SING i?,C. a,1 0,2 au rare . , v ._itiakaloing �'&IR __. �' Q w TER IOTITX ENGINEERING PX, N,r V'S iatgining S5' s:. ... _- RY OTHER r LAPSPLIGE' _, �I - _. __ _ _ ... aut>YUt.AL CadSJ4.i I&dt°, .>rieC tdu .......... ....... .... _, ., ............ ......,, EXTEND EVE T - A' f ♦ ri1PiPCTij fP' rNt'r{CJE¢:ITk."dfo i.©4�5U! TAN`iS _,ic'EI PICi.....<-,..- .. .,i . i h f§ILERINIG 1..,, t HORIZ. BAR THRU ,}DINT -. 3'14 f I/2" ., - .0. , ,r , q Y (STAGGER WALL EXPANSION KALL GONSTRUGTION u A _ rAL0Jr,Arrw e. ,___ _ _.. , .. _...._ -_ U L .. _.__... .._ .. _---- -__.._..... - _ 7vrr n ", Te Fair,>. WALL GDNTROL )DINT. Gu art" `d i aLr26O DETAIL JOINT, (E,J.) DETAIL JOINT (G.J.) DETAIL U ; II(NF 45 ,3)67%-121;5 u . _J hr , rT....,,___ n„„ —.. _ _- ...._... N (F40)672 -124F a oet,t Jar... _ ,.___._ __ ....................-.. NOTE: CONTRACTOR MAY U5E CONSTRUCTION JOINT / FAX (54Q)672 -l245 FIAa x (5i G}672-1245 OR CONTROL JOINT AT LOGAVONS DE516NATED N t'.r t i- r _ rrr rI or TI't -�.4 II J.", s'cuz r.>r (: _I;( IT,1. rr..'Ffl 1-''r.l I: ... 5 WALL JOINT DI=TAILS 3 SECTION - RW -I (G2+•,1REiNPORGEMI=NT - RW -f oB ND: fSOZD c 52 SCALE: 3/4•al'-O• JL SCALE, 3/41v1'-0' r,t T t a i ;z' i ,° J I(€ f °f" _ _ $ '� P .1...y'� NO SCALE < 52- 3 { yN� U, J , i-” Z o I ry Ci { _., . v r -J J � Ir Pl�- 0. _. — �— �_ — __ — — — .— -- _- .— — \ _- — — '— SLAV : r T., , N- �,.. ✓ i 1 : F C,7", ,. -rf-."'A...t �.P'I,tt>w .. ..,_ .✓ mw'�- � _,, „ 3 r.!�. ✓'!. : f� L.!.::..,.l: R'. ., rGr .h PGt„ �. �----- C', 0.47 -. �, Lvi-f ('I C., t".)C Ir:'f-r:.h-. �.C. ..'>t,_: 1 I `N Ir.::^:: ._., _ i! I�,I _,. (.It.. C' Y" 'r- -,til ,'-'FVD,! r.r.', ,..:A 110,-': [.r'`t ........_. ------- ----- — .zd c} L fi' P DRAWN Ur, Tt:^\ 252 i CHECKED BY: r:i I I�EOLDED OUT ELEVATION _ SHEET riot 5252 OF SHEETS I •, 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 SEAL REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: RETAIN I N G WALL DESIGN SHEET NUMBER: COMMENTS: CS -502 NOTE: RETAINING WALL PLANS ARE PROVIDED FOR REFERENCE ONLY. l) r' i) ()P I-Htt3 4 ff f L t7fd i-' L. c E' 3t ! f 1 r0•it:•Xiftf3 i- iC .. �'. ..,..( ;,U#tri JOB NO.: 15026 B flee^ F'7.7T(7 t FaC} f C) di tt-•1{' ea' 77 P} f �i:;::K fPE' DESIGN BY: Team L r ft Ot t f'.. REVIEW BY: 5.00 ft _.._,_. _ C3YJAhRF�f t > �...._ ._.__._.-_. ...,...,........,....,..__ •€f:,:E4'n, 0- t G L U9sttTarwr i,lE. N._...w.-.._........,..._ 1 i15t<"f�15 „w11.!'. l v,l ,"{dl(S LCf➢ 3(3e titlL€ills v�I < sv.:,. [ t _. ki-..>5elk`i I A !'2C3. 5>�ii)l !rE t . F: �1 � € 1.41 ksf < Q, E5ati,aPf;tzEryj Eilp L PASSIVE PRESSURE P„ = 276 psfl It 5 r .Jae>- ,B(O.SL-e) 6 :a iP Jii'..it :JvE W. vsiluli (;tiS 1ilyLC inc (iEfJt 38it1 �ei(:i :,itY U( Cf„!E"++lt'•4t''>7 4�.iCi,iB(... !3d?w,: u i,i i:.,.GYd,:t?C 7.12.2, 12.2, & 12.5) ksf 13.3-ft.1h. 1"'r, j' Vs11,, with ,ACI 313R-,05 At base of bottom stmn t 6 + = ) 0.00 ft -kips 4.12 ft-kps P„=YiW'„ = 000 kips. 1.4U kips Ii EIGI IT OF TOP STCM HT 0 it --` -' d{in}= Ziac 8.79 d{t€t=. 9,5 12 w„ Nol d fp.;i 27,:; d z d As 'f: e- C1 a1:) '::+ of ff Es S, et Mu t xt a.;} 4. = Reqi As fm' ,I) l5:4€isf:zctary! nc.,e d = r, As pili '2)'= 0.511 }k tl .a Of 17 ._r, ,.ave: F (1Zyj)'- U:.:le tv3 As \i.n 2 O 's t } I+> of It tax, sIslal 60 Astnax (n')- 2.:,36, = fy(h,'a`t)_ i;,(J Aa6[I2,x On")- 1.83 FPn size T #6 us Asmin Ori ')'= 0,51 (r;..q. 10-37 ') aY # e 5 Ail fi I..Ij^ 0.31 Q.002 C„t,.< „ty' - S.6t)t3 Asupp (it1 )m. 01,44 (1s5F'll11 E Fs7 % Qua!"i v,6b-I \aupp+.,')v €j,2; Added Go, m 0,00 ii aj t,1st) = 0,86 O.O is Add -d SAi. W G.L0 in A2 a iin) 871 /j H, 0,5 P,I,+hr+ti-U.5Pp(hfd)` = 0.48 kips / [9:a{Ssfac.aryj 000 kips ;�tiufi;rc!crY: P"', - U. (){)1 r/ 0.002 C.002 WE=. ill+I.. l L6rini = ( -)'/6 075 kps < p Wk hn t', y,; = < _ (S,oNfacfory! _ 0,00 kip,, '7 i,.a#isg3uts>ryj CHECK SHEAR CAPACITY FOR STEM (ACI 318-02 SEC.15.5.2, 11.1.3.1 e, 11.3 1.24 kips , ...:.. ..... `. FACTORED LOADS At top slem AI base of natlom stem V =YI P".V + iV,iv.:, = 0.U0 k,ps, 1'50 klpa 2 I.6 Ws = 0,00 kips OVERTURNING MOMENT fNu 1.2,Ne = 2.91 kips 11 Q,H I i ,,Wf = 12 V)f = 0,90 kips 2VV)d( T = 9.55 klps , 9.55 kips 4.63 0.00 0.00 > Vv E' 1.18 1.a8 - '{e.EYif.ar;tnt'i1 9Ai3gti [5>atisfau;o:y]_ RESISTING MOMENT where Q = U.7S (ACI 318-02, Seciion 5.3.2.3 ) W'ENV x VV :< 'it r 4+i, 0.00 0.00 3.50 OCO coo Wt. 2.48 2.97 3.50 8.60 10.40 OVERTURNING FACTOR OF SAFETY 3 1.38 2.25 11,;1 W, 000 0-00 1.50 �r = 3.42 > 1.5 h l 0.00 0.00 lSss4lsi'z:c#&ry1 I 4 � 1.86 2.23 W i ........................ A 'l3 t Aspa"*, ,Capacity of socti®n with Asupp 29.8 ft-kiEDS. ; CONi:lil„. ?' . ACI :;'Iu-£l,:i.;XLS TERZIOTTI ENGINEERING P.C. ti :E 2_;i+ u ou r a_ .QYYtuiolag Wall..-.,._ `s''i ".'.3 C.Tvs2A1_ ['Niiski4E':.:ftl;`i's CSP.:,.. „Tsl:d:S .. - a d ,.... 11,1j, Box 2 0A 1;1 .:._: ' A 22960 f.rV_.,,,.f,: k:E QI f2Tfiiri rh J 1C i, �+: t<rry I`GtES L raj FAX t540X 2 Ir_»`i t,, I,Wi.0N ...... ..._...... _....._ CHECK SOIL BEARING CAPACITY (ACI ;i18-02 SEC. 15.2.2) PAGE: 1 JOB NO.: 15026 DATE: 1 U1o!15 DESIGN BY: Team L IWL'r-Div REVIEW BY: 5.00 ft : _? - = 0.54 it INPUT DATA & DESIGN SUMMARY ZIF 1+6e1 J L CONCRETE STRENGTH fl = 3 ksi v�I --' - J(Ir t < k_i FROST DEPTH nfd = 2p 9a:r:,c _ BL 6 = 1.41 ksf < Q, E5ati,aPf;tzEryj Eilp L PASSIVE PRESSURE P„ = 276 psfl It r .Jae>- ,B(O.SL-e) 6 :a FRICTION COEFFICIENT u - 0.3c CHECK FLEXURE CAPACITY, As,, & A,_ FOR STEM (ACI 318.02 SECA5.4.2, 102, 10.5.4. 7.12.2, 12.2, & 12.5) ksf 13.3-ft.1h. 1"'r, j' Vs11,, Al lop Stem At base of bottom stmn t 6 + = ) 0.00 ft -kips 4.12 ft-kps P„=YiW'„ = 000 kips. 1.4U kips Ii EIGI IT OF TOP STCM HT 0 it --` -' _I L7U% J 8.77 f kip,. 8.79 ft-kps iL , w„ KEY DEPTH h:. - 0 M, 1sa;}: taue'S•Yl la l5:4€isf:zctary! nc.,e d = 9.69 9.69 in h = 12 n, 12 In = O.f 0.1 A, = 0.26571 in', 0,265714 in' p = Q.002 C,00't (1s5F'll11 E Fs7 % SERVICE LOADS fTi/l.\,=0.75I = 0.076 O.O is H. = ors r'.,(If He+hO `',c = 871 /j H, 0,5 P,I,+hr+ti-U.5Pp(hfd)` = 0.48 kips / [9:a{Ssfac.aryj 000 kips ;�tiufi;rc!crY: P"', - U. (){)1 r/ 0.002 C.002 WE=. ill+I.. l L6rini = ( -)'/6 075 kps < p Wk hn t', y,; = < - (S,oNfacfory! _ 0,00 kip,, '7 i,.a#isg3uts>ryj CHECK SHEAR CAPACITY FOR STEM (ACI 318-02 SEC.15.5.2, 11.1.3.1 e, 11.3 1.24 kips , ...:.. ..... `. FACTORED LOADS At top slem AI base of natlom stem V =YI P".V + iV,iv.:, = 0.U0 k,ps, 1'50 klpa 2 I.6 Ws = 0,00 kips OVERTURNING MOMENT fNu 1.2,Ne = 2.91 kips 11 Q,H Y Hy ,H Y ,,Wf = 12 V)f = 0,90 kips 2VV)d( T = 9.55 klps , 9.55 kips 4.63 0.00 0.00 > Vv E' 1.18 1.a8 - '{e.EYif.ar;tnt'i1 yW.r = 1.2 s,) = 1,49 kips [5>atisfau;o:y]_ RESISTING MOMENT where Q = U.7S (ACI 318-02, Seciion 5.3.2.3 ) W'ENV x 2 f apacity Tif �ctac n witty Asupp € AMn (ffi kip 1 8.6 ft kips dC'PJt;e+'.E f' ACI3r.-115.AL`a FlAxcorlC Terziotti PROJECT : CVS Retaining Wall PAGE: 1 JOB NO.: 15026 DATE: 1 U1o!15 DESIGN BY: Team n ineerin Mark: RW -1 A1#57 backfill REVIEW BY: Retain{ng Wa110RsignBase,d On AGI 318-0,?:, , TEL: (804) 419-0740 ' Mark: RW -1 INPUT DATA & DESIGN SUMMARY CONCRETE STRENGTH fl = 3 ksi v�I REBAR YIELD STRESS f, - 60 k_i FROST DEPTH nfd = 2p EI - LATERAL SOIL PRESSURE P„ = 27.5 pcf (squ--alt 116. pressure) l PASSIVE PRESSURE P„ = 276 psfl It SURCHAFGE',1, F2Hf :a FRICTION COEFFICIENT u - 0.3c Cnna a Volume ALLOW SOIL PRESSURE Qa = 2,5 ksf 13.3-ft.1h. THICKNESS OF TOP STEM It 12in _ THICKNESS OF KEY & STEN In = 12 in roc WIOH1 L,' _ i ft HEELVACSTN Ii EIGI IT OF TOP STCM HT 0 it --` -' HEIGHT OF BOT. STEM Ha = 8.25 it FOOTING THICKNESS hi = 12 in . -- --- -- __ I4, KEY DEPTH h:. - 0 in Jsl' SOIL OVER TOE ha = 18 la LE._._l..t TOP STEM REINF. (A,,) 0 5 IF; 14 1nChaS ax. f4, LOCATION E=at soil lace, 1=ai middle; - 0 at'soll fief, BOT. STEM REINF. (A,,) d .5 14 inches O.D. A,,: LOCATION (O=at soil fac,, 1=at middle) 0. at soli face TOP REIINF.OF FIDOTI14G (A;,,) N 5 .9 18 i, BOT- REINF.OF FOOTING (A,.,) p 5. « 18 In [THE WALL DESIGN IS ADEQUATE.] ANALYSIS SERVICE LOADS Ho = 0.5 P>,r;.T+He+_ hQ` 1.78 kip; H. = ors r'.,(If He+hO `',c = ).00 kips H, 0,5 P,I,+hr+ti-U.5Pp(hfd)` = 0.48 kips ws(Ln+D-i) = 000 kips j -,,.- W, = [Hr (Ln+t,-11)+Ha L1:1y = 2.48 kips WE=. ill+I.. l L6rini = ( -)'/6 075 kps Wk hn t', y,; = 0.00 kips - Wwl h Hr yc = _ 0,00 kip,, '7 , 1.24 kips , ...:.. ..... `. FACTORED LOADS yHa = i.o He = 1.88 kips {-}-r rfie = 1,U11:. = 0.00 I.6 Ws = 0,00 kips OVERTURNING MOMENT fNu 1.2,Ne = 2.91 kips 11 Q,H Y Hy ,H Y ,,Wf = 12 V)f = 0,90 kips IT, 1.18 1.68 - 3.08 5,63 - 6 b0 - yWn = 1.2 W,= O.UU kips Ht 0.00 U.QO 4.63 0.00 0.00 ?rV„r=t2 VV:.,E = 0.00 kips E' 1.18 1.a8 - .. . -.. g.63 580. yW.r = 1.2 s,) = 1,49 kips RESISTING MOMENT W'ENV x VV :< 'it r 4+i, 0.00 0.00 3.50 OCO coo Wt. 2.48 2.97 3.50 8.60 10.40 OVERTURNING FACTOR OF SAFETY Wi 0,75 0.90 2.50 1.38 2.25 11,;1 W, 000 0-00 1.50 0.00 0.00 .S/, _ - = 3.42 > 1.5 W",0 on (J.00 1,50 0.00 0.00 lSss4lsi'z:c#&ry1 -..... W-, 1.24 too 1.no 1.86 2.23 £ 4.46 5.36 12.34 114,87 OK HEEL FLEXURE CAPACITY, Asp„ FOR FOOTING (AC! 316A2 SEC15.4.2. ":0.2, 70.5.4, 7':2.2, 72.2, & 12,5) ( 0,85/91 f' 87 0.0018 !r; Puu,=0.75` 87 r ri Lu( Lrr l lq"1+�9„n.,1�l�Lr1 1, Y7v,+7ni'+.C..711'r I- _.6 _... .lor e, fi = 3 1Fkips j 2 Ylr,., ( Y}ri I- 6 fi 0.81115 fr�\1- 1 _ where d = 8.69 in y„. ,,, = 2.11 ksf - s„ = 0.81 If q„v,;, - 0.05 ksf S = ole ,,,. + = 1.28 ksf A>.):.vr„ = 9.13 in'fft < A;;.., gaat;sici-ryj ;K TOE FLEXURE CAPACITY, As FOR FOOTING ;A(OI 318-02 SEC. 15.4.2, 10.2, 10.'.1.4, 1.12.2, 12,2, & 12.5) 0.8S�fI,J'. 87 i4 0.0018 67, \ J :. 87+ J �.41(.v - 3 { , _._�.'._._... _Cl _ = U.UtiU (q,,,,+ 2q,,,,,,.)bL, Li'. r1'1„s=------��-____-ylv = 0.69 It -kips 21, where d = 6.69 in qu, 4 = 1.69 ksf t iu.a f„ (H�,al:�u.<�a = 0SQ in'fft < As.a (Sat+atYcivrY} KEY CAPACITY FOR FOOTING Where Hp= U.48 1.5 (IT,, + Ha) = 1.76 nips < H;, + In TW = 2.09 kips and a"W = 1.6065 [Satissacteryl 17nd, -I Rsferonr:es.. 1. Al an tams: "Slruclulral Ergin-ing Reference kdar:aal", Professional PUOII0ailO ,Inc, 2001. 2. Alan Williams: "Str,,ctmira Engineering License Review P.IPUin9 and Solutions", Oxford University Press, 2003. 1 3 1'1 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 SEAL REVISIONS: DRAWING BY: RRP DATE: FIEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: RETAIN ING WALL DESIGN SHEET NUMBER: CS -503 COMMENTS: I GRADING LEGEND PROPOSED CONTOUR 100 SPILLING CURB ADA ACCESSIBLE SPACES SHALL HAVE A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. DRAINAGE STRUCTURE CALLOUT SUITE 300 TOP OF CURB ELEVATION TC 10 1000 BOTTOM OF WALL Bw 1000 TOP OF WALL TW 1 1000 FLOWLINE ELEVATION FL l000 FINISHED SURFACE ELEVATION FS 1000 HIGH POINT ELEVATION HP 1000 GROUND ELEVATION 1000 FINISHED FLOOR ELEVATION FF 1000 MATCH EXISTING ELEVATION ME l000 CONTRACTOR SHALL PLACE 8"x3" CONCRETE PAD CLEANOUT AT FINISHED N ALL PAVED LOCATIONS DAPTER TEE WYE ERVICE PIPE AS PECIFIED MIN. GRADIENT 1/8" PER FT. TYPICAL CLEANOUT DETAIL NOT TO SCALE 1�='l v GRADING NOTES EXISTING COND17IONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS GRADE SEPARATED INTERCHANGE IMPROVEMENTS (PROJECT # 0029-002-901) AS CONSTRUCTION'WILL TAKE PLACE PRIOR TO THE COMMENCEMENIT OF CVS CONSTRUCTION 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: 1. ADA ACCESSIBLE SPACES SHALL HAVE A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. DRIVE, SUITE 300 2. ALL PROPOSED SIDEWALKS AROUND THE BUILDING AND ALONG THE PROPERTY FRONTAGES 23113 TEL: (804) 419-0740 SHALL HAVE A MAXIMUM 1.5% CROSS SLOPE AND 4.5% LONG. SLOPE. 3. STORM DRAINAGE CLEANOUTS SHALL BE TRAFFIC BEARING AND PROTECTED BY CONCRETE COLLAR (SEE DETAIL THIS SHEET). 4. REFER TO SHEET CG -302 FOR STORM SEWER PIPE AND STRUCTURE TABLES. 5. ALL STORM STRUCTURES TO RECEIVE INLET PROTECTION. 6. MAXIMUM HEIGHT OF RETAINING WALL SHALL BE 6 FEET. SAFETY RAILS WILL BE REQUIRED. 7. GRADES ALONG RIGHT—OF—WAY HAVE BEEN APPROXIMATED BASED ON VDOT PLANS. 8. FOUNDATION DRAINS FOR THE RETAINING WALLS SHOULD BE CONNECTED TO THE NEAREST STORM STRUCTURE WITH 6" PVC. REFER TO SHEETS CS -502 AND CS -503 FOR REFERENCE TO THE RETAINING WALL DESIGN. ~ STORM STRUCTURES A VDOTSTD DI -2 B; L=4 FT TOP = 494.35; INV = 489.37; H = 4.98' B VDOT STD DI -2A TOP = 496.74; INV = 491.84; H = 4.90' EXISTING COND17IONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS GRADE SEPARATED INTERCHANGE IMPROVEMENTS (PROJECT # 0029-002-901) AS CONSTRUCTION'WILL TAKE PLACE PRIOR TO THE COMMENCEMENIT OF CVS CONSTRUCTION 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 SI EAL: �e.;�ALTH pe RYA . PERKINS LIC. No. 046565 02.01.15 , ; 0JVAL ln� REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TITLE: GRADING PLAN SHEET NUMBER: GG -101 COMMENTS: VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. &SPEC. MEASURE CALLOUT SYMBOL QUANTITY r. E Zf. 3 PAVED CONSTRUCTION ENTRANCE O f ,i f°'t j tf 3.05 SILT FENCE 5F X - X - X - X 160 LF. 3.07 INLET PROTECTIONIP 5 f f SODDING / �.-- SO A. 3.33 SO O N f?¢+ SEE SHEET CE -501 FOR DETAILS. f J �f if L D Ay „ A aw f PHASE II PROBABLE CONSTRUCTION SEQUENCE f . 1. ONCE PHASE I MEASURES ARE IN PLACE AND FUNCTIONING PROPERLY, CLEARING WITHIN THE LIMITS OF DISTURBANCE SHOWN IN PHASE II CAN COMMENCE. 2. BEGIN EARTHWORK OPERATIONS AND ROUGH GRADING. MODIFY SILT FENCE AND SAFETY FENCE AS NECESSARY TO PROVIDE ADEQUATE PERIMETER PROTECTION. 3. INSTALL STORM SEWER AND INLET PROTECTION. ENSURE SEDIMENT CONTROL MEASURES ARE IN PLACE THROUGHOUT CONSTRUCTION TO PROTECT EXISTING STORM LINES AND INLETS. 4. REMOVE REMAINING EXISTING STORM SEWER, INLETS, AND ASSOCIATED DIVERSION DIKE ONCE PROPOSED INLETS ARE FUNCTIONING AND PROTECTED AS SHOWN ON THE PLAN. 5. BEGIN INSTALLATION OF UTILITIES. 4. POUR CONCRETE INCLUDING CURBING, PADS, AND SIDEWALKS. PERFORM FINE GRADING AND PLACE BASE STONE. 5. PAVE ALL ROADS AND PARKING AREAS. COMPLETE PAVEMENT MARKINGS AND STRIPING. CONFIRM ALL ACCESSIBLE ROUTES AND PARKING AREAS CONFORM TO ADA STANDARDS. SIDEWALK CROSS SLOPES SHALL NOT EXCEED ONE AND A HALF PERCENT AND LONGITUDINAL SLOPES SHALL NOT EXCEED FOUR AND A HALF PERCENT. ACCESSIBLE PARKING AREAS SHALL NOT EXCEED ONE AND A HALF PERCENT SLOPE IN ANY DIRECTION. 6. STABILIZE ALL REMAINING NON -PAVED AREAS WITH PERMANENT SEEDING (REFER TO LANDSCAPE PLAN) UPON COMPLETION OF FINE GRADING. INSTALL SITE LANDSCAPING. NO EROSION CONTROL MEASURES ARE TO BE REMOVED UNTIL APPROVED BY ALBEMARLE COUNTY ENVIRONMENTAL DEPARTMENT. 7. NO EROSION CONTROL MEASURES MAY BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE SITE. * CONTRACTOR TO COORDINATE WORK WITHIN ENTRANCE ON ROUTE 29 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. '°' '' SAFETY FENCE AROUND ENTRANCE TO BE MODIFIED AS SHOWN IN PHASE 1 DURING CONSTRUCTION OF ENTRANCE. CONTRACTOR TO COORDINATE WITH ADJACENT OWNER THE REBKEE COMPANY 15871 CITY VIEW ..... . .._. _ _ _ _ .. __. MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 FAX: (804) 419-0759 f; '°' '' SAFETY FENCE AROUND ENTRANCE TO BE MODIFIED AS SHOWN IN PHASE 1 DURING CONSTRUCTION OF ENTRANCE. CONTRACTOR TO COORDINATE WITH ADJACENT OWNER EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS (GRADE SEPARATED INTERCHANGE IMPROVEMENTS (;PROJECT # 0029-002-901) AS CONSTRUCTION VNILL TAKE PLACE PRIOR TO THE COMMENCEMENT OF CVS CONSTRUCTION A--- '.A \ / / I 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 FFS CS PROJECT NUMBER: 86047 ENG Ki m I venyo)) 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 ..... . .._. _ _ _ _ .. __. EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS (GRADE SEPARATED INTERCHANGE IMPROVEMENTS (;PROJECT # 0029-002-901) AS CONSTRUCTION VNILL TAKE PLACE PRIOR TO THE COMMENCEMENT OF CVS CONSTRUCTION A--- '.A \ / / I 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 FFS CS PROJECT NUMBER: 86047 ENG Ki m I venyo)) 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 rS �nNLTH 6^ RYA PERKINS LiC. No. 046565 02.01.11 REVISIONS: DRAWING BY: RRP DATE: FIEBRUARY 1, 2016 JOB NUMBER: 113001348 TITLE: PHASE II E&S PLAN SHEET NUMBER: CSG -1 02 COMMENTS: R 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: 860471 ENGINEER: Ki mley'.A.0 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: H EALTH 6^ 'W RYA PERKINS LIC. No. 046565 02.01.15 AL REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: STORMWATER PROFILES & SPREAD CALCS SHEET NUMBER: CG -201 COMMENTS: ro k%% � `Nr VDOT GRADE SEPARATED INTERSECTION IMPROVEMENTS - DRAINAGE SUMMARY LEGEND +� DRAINAGE BOUNDARIES ®g DRAINAGE AREA LABEL DRAINAGE STRUCTURE LABEL PERVIOUS AREA ON-SITE PRE & POST -DEVELOPMENT 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 FROM POWT NO. RLFERI NOE TA. (I) TO POINT MANAGED FOREST/ DRAINAGE AREA TOTAL IMPERVIOUS TURF OPEN SPACE C CN AREA (AC .) AREA (AC.) AREA (AC.) AREA (AC.) PRE 1.686 1.361 0.325 0.000 0.81 91 POST 1.686 1.265 0.421 0.000 0.76 89 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 FROM POWT NO. RLFERI NOE TA. (I) TO POINT DF IN. AREA 0AP Acre i) RUNOFF co�-, "F. ,'C:. (4) CA TOTAL INCn-- AC iJM� INLET M NT ULATED TIME mitatttes (,) (6) (7) RAIN FAL.L, InIHS (8) _..___ RUNOFF ___.____ .__ .. INl`EWU ELEVATIONS LENGTII of Pipe Ft, (1,1 SLOPE Ft./FL ()} ........_°-- SL?'E (Diu, Or Span(Rise) in, SiIAPE -._ Number of Pipes Capacity CFS Friction Slope Ft.IF't, 0.54 NORMALFLOW ;FI OC V Cllvil cc. REMARKS 1, teral CFS Taal Q CFS _() UPPER END (I0) LOWER END (:.l.. Depth of Flow, citt Fra Area of Flow, .Art SgFt HM Ft. Vn FUSev (16) Eu Ft, REFERENCE STA, (2) � [� A4000,39 �&�11 X. � A287 2�a?~I-f17,_ ( 1162 . Ua&J tI.�S q k.ya .gU Q.�3 0<53 S.UO tjf fi.67 0 tb 0.110 4 f 3.,51 490.60 4�t1.Ifl 9."7q 0.05155 1.2 ircttlar 1 �Qy _ x,09 � R��p5 t 1.tllfl2t7 6.Y 0.410 ��I 10.3:0 ¢�:. 11.24 ." �.�4 l,9ti . ti.9ll 0.00 � 2ia4-1�5.a �r2StiA..�7 A2�6 _ # A2RfI�i! A2#1' 6 7F.3 6-21 2G6+32.LI 0.35 II,5 0.30 {l.3il 5.00 ia_l7 Ci,{i0 1.913 40.3ti 45.7 CI 6 8.50 0 OC:71 S I5 Circular I F1.7 4 i0 0 0 t F0 0.29 0.22 O.I i 9. Fi t 1.6f1 7.411 1G STORMWATER MANAGEMENT ASSUMPTIONS NOTES: 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 WELL 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. �+z+,rraitlri?<,Si''r,�<tci'tI?fY't.s�>r f.�rSIc?£t�:�r`> Chesapeake Bay Nutrient i,andTrust, LLC. April 1, 2015 Rvan Perkins Kuriley Horn 1700 li'illow Lawn Drive, Suite 200 Richmond, VA 23230 RF.: CBNLT/bYildwood Fano -.Nutrient Credit Availability Chesapeake Bay Nutrient Land Trust, LLC Project Reference: CVS Store fl I0746 Attention: Mr, Perkins: This letter is to corrtirm theavailability of authorized Nutrient Credits sufficient to:nreet your project requirements at our Wildwood Paan facility; which is registered with the Virginia Dcparorient:of La ironmental Quality (DEQ). These Nutrient Credits are generated and tnaaagvd under the terms of the Wildwood Farm Nutrient Reduction implementation Plan dated May U), 2008 w=hich was authorized by the Virginia Department of E ni ironmental Quality (DEQ) and the Virginia Department of Conservation and Recreation (D(; R) on August 25, io68. The Wildwood Farm project has leen authorized to provide Nutrient Credits for use in the James River watershed. 'these Credits are transferable to those entities regulated Linder Df Q's Storrawater '4tanauetent Program in accordance with VA Code s§', 62,1-44.15:35, Currently our Wildwood Farm facility has 56.75 pounds of Phosphorus Credits, available, If we can provide further assistance please feel flee to contact out office. Sincerely, Chesapeake Bay Nuttient Land Trust, LLC' By Its Manager EarthSource Solutions, Inc. Scatt A. I?ee& Scott A. Reed Vice President t:hs.,,,;�e,�€;< �=_p r�w;i;�;nk L.zE,,i CrrRat, Lt,+�`, a a7-.�,. N. La�.rr.YE,rr��',�„aEarlu�"'�iEr_i�E�•:...<..:�.`.F�.2:,�:37 + F'; ��„�.��..�.`�'i'i•� ' armr.,a.::�:,ttls.rc:r'r� POST -DEVELOPMENT GRAPHIC SCALE IN FEET 0 25 50 100 V�W'0101 o. ' X. R/W LINE ' i j+' r SEMINOLE TRAIL (ROUTE 29) 0000 VARIABLE WDTH R/W .-- '.�� : iD.B. 7317 PG. 75 000/ D.B. 435 PG. 171 DRAINAGE AREA SUMMARY Storm Drain Design Calculations VDOT LD -229 STORMWATER QUALITY REQUIREMENT: Pre -Re Development Land Cover (acres) DRAINAGEAREA LABEL TOTAL AREA (AC.) IMPERVIOUS AREA (AC.) PERVIOUS AREA (AC.) C TIME OF CONC. Tc (min) Totals 1A 0.78 0.73 0.06 0.86 5.0 �WN 16 0.54 0.49 0.06 0.84 5.0 a 1C 0.94 0.78 0.16 0.80 5.0 ft TO ROUTE 29 TOTAL 2.26 1.99 0.27 0.83 5.0 e,3 1A 0.33 0.29 0.03 0.84 5.0 Post-ReDevelopment Land Cover (acres) 113 0.12 0.11 0.01 0.84 5.0 A soils 1C 0.10 0.10 0.00 0.88 5.0 H 1D 0.25 0.11 0.14 0.56 5.0 0.392 1E (BLDG) 0.28 0.28 0.00 0.90 5.0 CL 1F 0.49 0.42 0.08 0.81 5.0 6 1G 0.29 0.24 0.04 0.81 5.0 5.00 1H 0.38 0.18 0.20 0.58 5.0 Total" TO ROUTE 29 TOTAL 2.24 1.73 0.51 1 0.76 5.0 D PRE 2 (TO RIO) 0.23 0.23 0.00 0.90 5.0 6.45 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 -Re Development Land Cover (acres) FROM POINT TO POINT DRAINAGE AREA RUNOFF COEFFICIENT A soils B Soils C Soils D Soils Totals Forest/Open Space (acres) -- undisturbed : , LENGTH SLOPE SIZE : . Kms, protected forest/Open space or reforested land FLOW TIME inlet accum 0 lower end incr Managed Turf (acres) -- disturbed, graded for acres y min in/hr cfs ft yards or other turf to be mowed/managed Impervious Cover (acres) t , (};':.0 % in 0 % e,3 0 i E (� 1 0.38 6 Post-ReDevelopment Land Cover (acres) 0.220 5.00 Total 1.48 492.850 489.78 A soils B Soils C Soils D Soils Totals Forest/Open Space (acres) -- undisturbed, 6.46 0.51 5.00 5 C 7 protected forest/open space or reforested land: 0.74 Q (}0 0.392 0 "• °0' 6.67 X100 jO Managed Turf (acres) -- disturbed, graded for 491.84 31 2.80% 15 10.83 .: yards or other turf to be mowed/managed77 0.19 5.51 6 B A 0.10 impervious Cover (acres)? 0.088 Y I . 5.00 a? 3.21 491.841 489.37 _. 2.80% Total" 1:159 :U 30% Maximum % Reduction Required Below Pre -Re Development Loadl , 'n a K 20% LABEL FROM POINT TO POINT DRAINAGE AREA RUNOFF COEFFICIENT CA INLET TIME RAINFALL RUNOFF INVERT ELEVATIONS LENGTH SLOPE SIZE PIPE CAPACITY Q/Qf VELOCITY 10 -YR FLOW TIME inlet accum upper end lower end incr T accum acres C min in/hr cfs ft ft ft % in ds % fps min 1 E D 1 0.38 0.58 0.220 0.220 5.00 6.67 1.48 492.850 489.78 200 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 3.21 491.841 489.37 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 2.96 489.78) 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 2.96 489.701 488.57 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 3.83 483.301 482.96 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 18.70% 15 27.93 20% 22.82 0.09 5.26 4 X1 (EX.) V2 (EX.) I 0.33 0.84 0.277 i 0.277 5.00 6.67 1.86 483.351 482.96 19 1 2.00% 12 5.07 37% 6.43 0.12 5.36 Hydraulic Grade Line Calculations VDOT LD -347 INLET 0.8D + INV (OUT) ACTUAL OUTLET WSE DESIGN OUTLET WSE DD Q. Lo St. Hf JUNCTION LOSS FINAL H INLET WSE FL ELEV Vo (8) Ho Qi (9) (10) V; QV, (11) (12) 7 j ; H; Angle HA Ht Surface Runoff Factor? 1.3 Hf IS -1? 0.5 Ht 2� (1) (2) (3) (4) (5) (6) (7) (13) (14) (15) (16) (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 0.020.01 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 1 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 0.25 0.09 0 0.00 0.39 YES 0.51 YES 0.25 0.30 493.14 495.97 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 1 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 NORTHERN 11,945 SF RIGHT CHAMFER DRIVE-THRU STORE NUMBER: 10746 SEMINOLE TRAIL & RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE IOW STORE DEAL TYPE FFS CS PROJECT NUMBER: 86047 ENGINEER Kim ley )/N%/\ 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: �dSALTH 61y,'� RYA PERKINS LIC. No. 046,965 ;&NAL REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TITLE: STORMWATER MANAGEMENT SHEET NUMBER: GG -301 COMMENTS: CURVE TABLE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT rCEURVE 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' 1 12.17' S13°12'14"E 11.98 35'5029 6.29' a EXTEND TO GRADE PLUG EXCLUSION METER TO BE REMOVED u ROADWAY CLEANOUT RIM ELEVATION: 495.97 APPROX. LOCATION OF EX. —SIDEWALK CLEANOUT RIM ELEVATION: 497.20WATER METER TO BE REMOVED; r' f CONTRACTOR SHALL PLACE f3, f' r � 1 A 18"x18"x3" CONCRETE PAD AROUND CLEANOUT AT FINISHED t ' GRADE IN ALL PAVED LOCATIONS { ' r" s APPROXIMATE LOCATION OF r EX. 8" DIP WATER MAIN CLEANOUT ADAPTER l APPROXIMATE LOCATION OF j± > EX. 8" DIP WATER MAIN IN LONG TURN TEE WYE 14" CASING/ SERVICE PIPE AS SPECIFIED ;' CONNECTION TO EX. 8" WATERLINE r" f 8" X 8" TEE (1) 8" GATE VALVE 8" DUCTILE IRON WATER LINE " r'I � s'f r ' a • . . MIN. GRADIENT 1/8" PER FT. 8" 11.25' 8" 11.25' HORIZONTAL f VERTICAL SANITARY SEWER CLEANOUT DETAIL s' BEND BEND f N" NOT TO SCALE NEW VARIABLE WIDTH ACSA WATERLINE EASEMENT 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. J. I ar Y , , F `.Y d ,5 I CONTRACTOR TO COORDINATE SERVICE PHASE 1 PERMANENT = EASEMENT FOR DOMINION � O , ((—, f J. 4 CONNECTIONS WITH GAS, POWER AND Vii— ie «; TELEPHONE COMPANY VA POWER r (1 tm / w / d '� 3 x s.. l S ! I e 1 f f 4 F EX. 1' METER T I 3 E. ETR 0 d i , r / �:, / ' .. r ,;` v.�. BE USED FOR CVS E WIDTH ACSA r NEW VARIABLE r 4:. a> > � :; I I ,' a: � . .^ ..' : ':' ! d;-� ... `. `` `DOMESTIC SERVICE �' WATERLINE EASEMENT d , a t I SEWER CLEANOUT .,� a: 20.0 28.0 .:' }_INVERT —492.9REFER TO DETAILf ,t , t I , / % I` ON THIS SHE - I° t d a d a d EX. >, METER EX. FIRE HYDRANT TO BE USED FOR CONNECTION TO t i, , ' ;.. 3' I 1.5" TYPE K IRRIGATION EX. WATERLINE APPROXIMATE LOCATION OF EX. — r I PPE WATER LI SADDLE CONNECTION SANITARY SEWER LATERAL TO BE INV. ( )=486.14 SS — ;'- / ABANDONED AT THE MAIN APPROXIMATE LOCATIONS OF EX. i I I d a 1 35 LF 6 SDR 35 ' F ' E °� SANITARY SEWER LATERAL TO BE f ' L APPROXIMATE LOCATION OF EX. ° PVC @ 5.84% 8" 11.25' (n ABANDONED AT THE MANHOLE 4j 8 DIP WATER MAIN TO BE REMOVED VERTICAL WATER CONNECTION DETAIL _. _ -'-• �` HORIZONTAL— BEND ORIZONTALBEND .... SEWER CLEANOUT — INVERT =490.89.. (REFER TO DETAIL ON THIS SHEET) i g V2 _ - n ___ r EXISTING CONDITIONS IN ROUTE 29 AND RIO ROAD REFLECT VDOTS GRADE SEPARATED INTERCHANGE IMPROVEMENTS (PROJECT # 0029-002-901) AS CONSTRUCTION VWILL TAKE PLACE PRIOR TO THE COMMENCEMENT OF CVS CONSTRUCTION FINIMS GRAPHIC GRAPHIC SCALE IN FEET 0 10 20 40 „ s�do 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: Ki m I lelyr* 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 RYA PERKINS y LIC. No. 046565 �00-MAL REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: UTILITY PLAN SHEET NUMBER: cu -101 COMMENTS: SANITARY PROFILE (EXISTING) -0+50 0+00 1+00 2+00 3+00 WATERLINE PROFILE 520 520 516 N 15871 CITY VIEW r- 504 �t- 516 O 504 0) PROPOSED GRADE f^, w OWN �N 0� I� I azo Coln 500 Z1� 500 OL >> jr4,.C✓ZZ _� .. � ZD 512 -- 00 >> 512. \ EXISTING GRADE EXISTING GRADE \ i 496 ........ \ 496 PROPOSED GRADE 22.5' PRIVATE 492 HORIZONTAL _ 1.5" WATER SERVICE 492 5 LF OF _ .N BEND 6" PVC ® 5.84% 508 � _ � �- 508 6" PVC @ 5.84% 488 48$ (2) 6" 45' BENDS SADDLE CONNECTION INV. (EX.) 486.14 484 484 482 482 11.25' \ 504 VERTICAL \ 504 BEND 11.25' HORIZONTAL \ 500 BEND \ 500 \ 8" DUCTILE IRON WATER LINE \ 496 496 _ 1-1.25' VERTICAL BEND 492 492 22.5' 22.5 22.5' HORIZONTAL HORIZONTAL HORIZONTAL 488 BEND BEND BEND 488 486 486 O CO I� N u') Lo d d 0+00 1+00 2+00 3+00 4+00 SANITARY PROFILE - BUILDING TO SS CONECTION 'o N 15871 CITY VIEW r- 504 �t- 0 O 504 0) FAX: (804) 419-0759 OWN �N 0� I� I azo Coln 500 +,n� � 500 OL >> jr4,.C✓ZZ _� .. � ZD 00 >> \ EXISTING GRADE \ i 496 ........ \ 496 PROPOSED GRADE \ PRIVATE 492 _ 1.5" WATER SERVICE 492 5 LF OF _ .N CROSSING 6" PVC ® 5.84% z 35 LF OF.. 6" PVC @ 5.84% 488 48$ (2) 6" 45' BENDS SADDLE CONNECTION INV. (EX.) 486.14 484 484 482 482 co N 15871 CITY VIEW r- SUITE 300 �t- MIDLOTHIAN, VA O TEL: (804) 419-0740 0) FAX: (804) 419-0759 10+00 11+00 . PROFILE ALIGNMENTS GRAPHIC SCALE IN FEET 0 20 40 80 HORIZONTAL 0 2 4 8 VERTICAL pharmacy' NORTHERN 11,945 SF ENGINEER Ki m le.1yo)) 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 r� RYA PERKINS LIC. No. 046565 REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TITLE: UTILITY PROFILES SHEET NUMBER: COMMENTS: CU -201 FIRE PCOM ESTII'IATE FORM ISO (Insurance Service Office) Method of Cal ulatiri¢ Needed Fire Flow NFF (Needed Fire Flow) ENGINEER: Ryan Perkins P.E. DATE: 211:2016 PROJECT NAME: C'A'S -Route 29 and Rio Road CALL BY: RRP IA'PE OF CONSTRUCTION: NONCOMBUSTIBLE C-3 Class of Construction Coefficient = F: O.S GRGU'ND FLOOR< s A 11,945 4 OF STORIES' I Total Floor Area = Ai (effective area) 11945 FIRE AREA CONSIDERED Construction Factor C; = 18 (F) (AS) Ci: 1,750 (ROUNDED TO NEAREST 250 C1€'AS) TYPE OF OCCUPANCY: COMBUSTIBLE C-:3 I ! 0.': A (:' t i P.'. (Worst Case) Occupancy Factor = 01 : I EXPOSURE (X) AND COMTTVf NICATION (P): _ 1'-9„ 2,_3” 2. 6" V-2"2._0" 1 1/4" = P1 = 0.00 X4 P4 +i --HA I X2+P2= A5.=rP�_ ON ALL PIPE SIZES X3 +P3 Xb+P6= - (,X-FP)1 = 1.0 E('_K;+Pi) _ THAN Tt,E (IN1wL X+P i =1.75) 1.00 \li'vS.'iER OF MES OF SLIE'IE CT EDILDI?v Q ,: ! !:, (< .,!.. .I NEEDED FIRE FLOW a il-f' NFF = (Ci) (0i) (Y+P} NFF = 1,750 Automatic Sprik-lers: NO Reduction Factor,- 0%0 % X NFF = 0 TOTAL: L 7 X10 Required Fire Flow - Rounded: 1,750 apm Fie Hydra its Required" 5 9" 6 _3 3, 0„ V-6" 4'-3" 2" I CERTIFY THAT THE ABOi''E INFORMATION IS TRUE AND CORRECT �1 rv,> r CtiJvt. L;111J,L,L[ , V-0" 6'-0 SIGNATURE, `i I"-' Y.E. AY CO\111ERC1AL AREA REQUIRES 350 FT. NIAXIINIUM HOSELAY 45' References: -_,NFF calculation procedure desctibed inA_w.« A..N1-;I_ LS.GD's 1950 ConniercialFie Rating Schedule and I.S.O_'s 1950 Fire Suppression Ratua;; Schedute.. 9t94 FoinIF-9 IE P1 A 1 i _ l e ! riJ I ! 0.': A (:' t i P.'. H' , (?.! i"•I`I; , ItA ANCHOR BOLT ON CENTER LINE _ 1'-9„ 2,_3” 2. 6" V-2"2._0" 1 1/4" AN- IP R,( i I ),i tf ;: THE - , I E I +i --HA I - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ON ALL PIPE SIZES ADJACENT TO BELLS. - _. THAN Tt,E j j :? F:.1" ':)t, ' ' , ..11:11! ,: ! !:, (< .,!.. .I i a il-f' 4 BARS C4 12" ON CENTER BENDS it !':( 1t Si ,i. i.... 3 I 22 1/2' FOR 2R 11 & LARGER CONCRETE I ' 0,1 .2_� I C' 0 5 9" 6 _3 3, 0„ V-6" 4'-3" 2" �1 i. A-1- .lL'vv[k Lt'Ih. L.) -dIA.L 4' H !,11t..,_,i',;1 CtiJvt. L;111J,L,L[ , V-0" 6'-0 i.0 4� j,_6" e_6 3._0„ s-9,12 1/4., 45' .._ 1111 ;�. I I ['ft :.r1l t.!2'F...., "t�I :`i,. 4'-6" 7'-6 3' 0" .'-3" 5'-0" 2 1/4" 12" V-3' 9'-0 3'-3" 5-0 5'-9" h J_" 2 66 i.1,6 2. 9 .... E 1 2.111 ) 3 i .....' ! riJ I ! 0.': A (:' t i P.'. H' , (?.! i"•I`I; , ItA ANCHOR BOLT ON CENTER LINE _ 1'-9„ 2,_3” 2. 6" V-2"2._0" 1 1/4" AN- IP R,( i I ),i tf ;: THE - , I E I +i --HA I - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ON ALL PIPE SIZES ADJACENT TO BELLS. - • TF iA+ PI E SHALL THAN Tt,E j j :? F:.1" ':)t, ' ' , ..11:11! ,: ! !:, (< .,!.. .I i a il-f' 4 BARS C4 12" ON CENTER BENDS it !':( 1t Si ,i. i.... 8" ) T -if:. `v ' IF f N:: ?F 22 1/2' FOR 2R 11 & LARGER CONCRETE THRUST BLOCKS 5 9" 6 _3 3, 0„ V-6" 4'-3" 2" �1 i. A-1- .lL'vv[k Lt'Ih. L.) -dIA.L 4' H !,11t..,_,i',;1 CtiJvt. L;111J,L,L[ SF`;''v'FF'. .`NERVI11�E _ATER;' _ C ()CJ'\ E -T20N 1\11' TES: USE STRAP ON BEND WITH 15871 CITY VIEW ANCHOR BOLT ON CENTER LINE _ 1'-9„ 2,_3” 2. 6" V-2"2._0" 1 1/4" AN- IP R,( i I ),i tf ;: THE - , I E I +i --HA I - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ON ALL PIPE SIZES ADJACENT TO BELLS. - • TF iA+ PI E SHALL THAN Tt,E j j F , ..IJP': :;F TN= rNF . .,r, i' PIPE . ,.;I`:hI.-C TED, -'� 1 4" - 6" 4 BARS C4 12" ON CENTER BENDS ?. .:=L„_F ,,t f'._., , i,., AN EXI SING, .,_''dd: 'r', ��;:`d .`H `,L`._ 8" B`:. C c.f.i'`!1 r f.:`:) lt:.,.f.;r.. t, (''.'':., r f)UE.'i.'.. 22 1/2' FOR 2R 11 & LARGER 3.„;Y 1' 1 JICl I C)' ., `. r.R ..1(-'.V'ICF ..,��P E' _. }I`.; I'�, .. E ,"'(!_ P 12" 5 9" 6 _3 3, 0„ V-6" 4'-3" 2" �1 i. A-1- .lL'vv[k Lt'Ih. L.) -dIA.L 4' H !,11t..,_,i',;1 CtiJvt. L;111J,L,L[ 4" - 6" V-0" 6'-0 i.0 4� j,_6" e_6 3._0„ s-9,12 1/4., 45' .._ 1111 ;�. I I ['ft :.r1l t.!2'F...., "t�I :`i,. 4'-6" 7'-6 3' 0" .'-3" 5'-0" 2 1/4" 12" V-3' 9'-0 3'-3" 5-0 5'-9" 18" 6'-6' 71'-0 S'-9" 6'-0 T-3" 2 i/2'" f SALT _/ �J '1;E�'',Ti�D 1:1 E11 HIr : I'Y!)Ui`dIT ` > ( P,4A R'K t:.. I\ I 1 2 H,1'1 r N'lAIN 3r K ViA.ER,,L 1 Ell., 1 Ui I TIAL. BA, K6''_L'' i r `,`iIPI t E � rtt,'f`;`dl , f) RINK- 1 -1111 - AN AL NNNHPI R " I . L >IINC. %t FOU }—RtEQUI ,1 ION J a) S0j Cf' )'IDION' ARE J.i t (1...1 i li` ! LJ A , t.lil kP t X. > i(1 O ((til f I( f 1 T Zvi Tr.l`I r{ ND Fi t A 4 BFDDINK t'I NO. s.4' HEIR R&CK EN, J I'ER[7_` I j:mi r SHALL BE iP:`. t.",_" L( `;f A iVIINIr�",UI+ u _. -ND I:"`C: F i, 1,(). 6> :.TC,`1L TYPICAL SEWER —PIPE INSTALLATIONI IN TRENCH Ci+. .. - FOR BENDS 8" & SMALLER PIPE SIZE USE STRAP ON BEND WITH 15871 CITY VIEW ANCHOR BOLT ON CENTER LINE _ 1'-9„ 2,_3” 2. 6" V-2"2._0" 1 1/4" OF BEND. USE BRACING STRAPS - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ON ALL PIPE SIZES ADJACENT TO BELLS. - - FOR 18" BEND USE 3 STRAPS AS SHOWN. D T - j j STRONG STEEL PIPE Ati -'� 1 4" - 6" 4 BARS C4 12" ON CENTER BENDS #4. BARS Cn 12" 8" 3'-0" 4'-3"2'-6'2'-6" S-3" 2" 22 1/2' FOR 2R 11 & LARGER .... S -S" 5 0 3 0" 2 9 3-9" 2" 12" 5 9" 6 _3 3, 0„ V-6" 4'-3" 2" -CONCRETE CLASS B ELEVATION PAINT ALL. EXPOSED STEEL WITH ? COATS OF BITUMINOUS PAINT. BEND PIPE SIZE A ES C D E F 15871 CITY VIEW 4„ _ 6" _ 1'-9„ 2,_3” 2. 6" V-2"2._0" 1 1/4" Ni Q IJP vAL INSIDE- MIDLOTHIAN, VA 1/4" 111/4' 10" 2._g"13._� 2.-6" 2' 0' 3,_0' 2" 12" 3'-0'1,'-Y 2'--3,. 3'-6" 2` STRONG STEEL PIPE _ 18" S-6.. 5-6" 3._3" S-0" 4,--6".2 1/2,: 4" - 6" 2'-6" 3'-C 2'-C 1'-6` 2 8' i 1/4" #4. BARS Cn 12" 8" 3'-0" 4'-3"2'-6'2'-6" S-3" 2" 22 1/2' 10 .... S -S" 5 0 3 0" 2 9 3-9" 2" 12" 5 9" 6 _3 3, 0„ V-6" 4'-3" 2" _ 18 5'-0 7'-6' 3,_ 3" 4,. Q» 5,_8., _ 4" - 6" V-0" 6'-0 8" j,_6" e_6 3._0„ s-9,12 1/4., 45' 10' 4'-6" 7'-6 3' 0" .'-3" 5'-0" 2 1/4" 12" V-3' 9'-0 3'-3" 5-0 5'-9" 18" 6'-6' 71'-0 S'-9" 6'-0 T-3" 2 i/2'" 1/4" THiCK PLATE WASHER 3" 1HREAD' THE REBKEE COMPANY 15871 CITY VIEW DRIVE, A Ni Q IJP vAL INSIDE- MIDLOTHIAN, VA 23113 TEL: (804) 419-0740 3 4 ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE -- - -- #4. BARS Cn 12" PIPE_ BELL ON CENTER FOR 12" BENDS & CONCRETE CLASS "B" LARGER CHART FOR UPPIER SECTION VERTICAL BLOCKING NOTE: STANDARD 90` HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRE i E_ BLOCKING FOR UPPER VERTICAL BENDS N. FIG. W -3A TD -4 I l f j I TYPICAL... SERVICE I....ATERAL. II\1S_1-AI._.C.._ATI0N I i•.I T <:. SIZE BRANCt VALVE THE WATER MAIN WATER .J. PLUG TO -TEE (COAT RODS WITH BITUMINOUS PAINT) ON—LINE (TYPE "P") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE--- -- or o BRASS NIPPLE AND CAP i LUBRICATE ALL THREADS THRUST BLOCK ----`, METER Box (SEE FIG. W-7) VALVE X - - 57 STONE M.J. FITTING `��� 1-2" PIPE SLOPED f . TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" GAIN. OR BRASS PIPE 2" THREADED TAP PLUG DC AD CND (TYPE "A'') TYPICAL BLOW --OFF AS SEMDL_Y NTS FIG. W-8 TD -16 A C AIR RELEASE VALVE BRASS OR BRONZE PIPE - DRAIN TO GRADE IF POSSIBLE—, BRICK SUPPORTS OR SOLID CEMENT BLOCKS --/ '- —TYPE "K" SOFT COPPER CORPORATION STOP ISHED GRADE 1 BRONZE GATE VALVE 1^�11� Iili�:lll. USHED STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIi`I AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG, W-9 TD -17 c a( ... '1 ,> 1 r =f.i f;l i.Jh: IGT[ r - cr- TED. ,f 1I_ (-.ATIt ;...Ja. c`. L-INIA iC') i CD AI E,,. 11(.)71_ . IP. ?L: r:,J; F s.,i'E, JI ,<[: _ t j1 i I TYPICAL GATE VALVE I 4 e e" EXTEND TO GRADE PLUG CONTRACTOR SHALL PLACE A 18"x18"x3" CONCRETE PAD AROUND CLEANOUT AT FINISHED GRADE IN ALL PAVED LOCATIONS n ' a \— CLEANOUT ADAPTER LONG TURN TEE WYE SERVICE PIPE AS [—SPECIFIED MIN. GRADIENT 1/8" PER FT. TYPICAL CLEANOUT DETAIL NOT TO SCALE «, E �v r�1 w= E v M w'1 viw ^ro oo L O E W U y E Q E E vii � a � 4 [ V N A w \ o a 4 i o��nvy �E oG O x N w it3 r`Ory 4 (i -a0 W QO pw 6 V� 1 S E < E Es �l t � �� L V L _ M h- N E zo 00 E p 0 0 — Q ¢ O c _ o \E o `°E aE W u 10 T� tU `r 0 u M _ LU N N N l LL TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1-D I t•� 1 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 RYA PERKINS Lic. No. 0465165 02-01.15' �%r QUAL REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: UTILITY DETAILS SHEET NUMBER: CU -501 COMMENTS: 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'OA K LEAF' 8 ILEX X'MARY NELL' 5 NYSSASYLVATICA'GREEN GABLE'TM 9 ULMUS PARVIFOLIA'BOSQUE' 5 ZELKOVA SERRATA'GREEN VASE' PARKING AREA CALCULATIONS: PARKING AREA: REQUIRED GREEN AREA=S PERCENTOF PARKING AREA: PARKING SPACES PROVIDED: PARKING LOTTREES REQUIRED @ 1 PER 10 SPACES: PARKING LOTTREES PROVIDED: ENTRANCE CORRIDOR RIO ROAD FRONTAGE LARGE TREES REQUIRED 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 LARGE TREES REQUIRED AT 35' ON CENTER: LARGE TREES PROVIDED FLOWERING ORNAMENTAL TREES INTERSPERSED AMONG LARGE TREES: 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 REQUIRED AT 40' ON CENTER: TREES PROVIDED SHRUBS PROVIDED AT PARKING LOT PERIMETER LANDSCAPING OF BUILDINGS AND OTHER STRUCTURES BUILDING FRONTAGE DUETO SITE CONDITIONS BUILDING FRONTAGE LANDSCAPE IS INCORPORATED WITHTHE REQUIREMENTTO USE LANDSCAPING TO INTEGRATE THE SITE, BUILDINGS, DUMPSTERS, DRIVETHROUGH WINDOWS, SERVICE AREAS, ANDSIGNS TREES PROVIDED: SHRUBS PROVIDED: 8 EVERGREEN TREES 152 SHRUBS PROVIDED f }L - ----- - / 71 .R/ 4- W G ...,... 8 ...$ ,�, t ti I t ENTIRELY MULCH ALL PLANT BEDS 3 a UB ; rRIj C? w NOTE: 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 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: 66,879.59 S.F. THE REBKEE COMPANY 6,687.96 S.F. DRIVE, 8,023.00 S.F. 12.00 PERCENT PROVIDED CANOPYAREA MIDLOTHIAN, VA 124 620.00 S.F. 184 736.00 S.F. 56 560.00 S.F. 56 448.00 S.F. 123 615.00 S.F. 366 3,294. 00 S.F. 350 1,750. S. F. 8,023.00 S.F. 29, 257.98 S. F. 1,462.90 S.F. 1,888.00 S.F. 6.45 PERCENT PROVIDED 57 6 6 232 L. F. 210 L. F. 6 6 11 45 322 L. F. 9 3 REMAINING TREES CANNOT BE PROVIDED DUE TOOVERHE) POWER LINES AND VDOT EASEMENT. 2 REMAINING TREES CANNOT BE PROVIDED DUE TOOVERHE) POWER LINES AND VDOT EASEMENT. 81 207 L. F. 5 5 4 45 L. F. 2 2 SMALLTREES PROVIDED DUETO OVERHEAD POWER LINES 6 8 EVERGREEN TREES 152 SHRUBS PROVIDED f }L - ----- - / 71 .R/ 4- W G ...,... 8 ...$ ,�, t ti I t ENTIRELY MULCH ALL PLANT BEDS 3 a UB ; rRIj C? w NOTE: 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 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: ro f r'^ ��PH A. MATHEINS L,ic, No. 000490 e REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: LANDSCAPE PLAN SHEET NUMBER: CP -101 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 ILEXX'MARY NELL' MARY NELL HOLLY B & B 6'-8' HT. MIN. 0 10 10 ILEX X 'OAK LEAF' OAK LEAF HOLLY B & B 6'-8' HT. MIN. m LT2 3 LAGERSTROEMIA X '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 3.5"CAL 8'-9'H X 3'-4'W • ZG 4 ZELKOVA SERRATA'GREEN VASE' SAWLEAF ZELKOVA B & B 2.5"CAL LIMB ZELKOVAS TO 8' HT. SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE FIELD2 FIELD3 REMARKS 0 AS 92 ABELIA GRANDIFLORA ABELIA CONT. 24" HT. MIN (D EF 11 EUONYMUS ALATUS 'FIRE BALL' FIRE BALL BURNING BUSH CONT. 24" HT. MIN O HL 3 HYDRANGEA PAN ICULATA'LIMELIGHT' TM LIMELIGHT HYDRANGEA 7 GAL 4' HT. MIN. 0 IN2 19 ILEX CORN UTA'NEEDLEPOINT' NEDDLEPOINT HOLLY CONT. 24" HT. MIN 0 IG 22 ILEX CRENATA'GREEN LUSTRE' GREEN LUSTER JAPANESE HOLLY B & B 24" HT. MIN 0 IS3 8 ILEX CRENATA'SKY PENCIL' SKY PENCIL JAPANESE HOLLY CONT. 36" HT, MIN. 0 IS7 59 ILEX CRENATA 'SOFT TOUCH' SOFT TOUCH JAPANESE HOLLY CONT. 15"-18" SP. G) IC6 12 ILEXX'CASTLE SPIRE' CASTLE SPIRE HOLLY CONT. 24" HT. MIN JB2 42 JUNIPERUS CONFERTA'BLUE PACIFIC' BLUE PACIFIC JUNIPER CONT. 15"-18" SP. 0 JB 22 JUNIPERUS HORIZONTALIS 'BAR HARBOR' BAR HARBOR CREEPING JUNIPER CONT. 0 JA 4 JUNIPERUS X PFITZERIANA'AUREA IMPROVED' GOLD COAST JUNIPER CONT. 18"-24" SP. MIN. 0 LD2 5 LOROPETALUM CHINENSE RUBRUM 'RUBY' DWARF RUBY FRINGE FLOWER CONT. 24" HT. MIN O NC 26 NANDINA DOMESTICA'COMPACTA' DWARF HEAVENLY BAMBOO CONT. 24" HT. MIN 0 NP 32 NANDINA DOMESTICA'FIRE POWER' FIREPOWER NANDINA CONT. 10"-12" SP. GROUND COVER CODE QTY BOTANICAL NAME COMMON NAME SIZE FIELD2 FIELD3 REMARKS ® LB2 111 LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF 1 GAL GROUND COVERS CODE BOTANICAL NAME COMMON NAME CONT FIELD2 FIELD3 SPACING REMARKS r Y HS HARDWOOD MULCH SHREDDED HARDWOOD MULCH NONE SOD/SEED CODE BOTANICAL NAME COMMON NAME CONT FIELD2 FIELD3 SPACING REMARKS CB PERMANENT LAWN SOD SOD SEE SHEET CP -501 FOR TYPE OF SOD OR SEED TO BE USED. pharmacy* NORTHERN 11,945 SF .11GHT CHAMFER 1 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 SEAL �p� 3s , i A,10 JERH A. MA € HEWS I_ic, No, 000490 � e REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 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; (9) ALL OTHER ITEMS NECESSARY TO MAKE WORK COMPLETE. 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 TO A DEPTH AS SHOWN IN DETAILS OR AS 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 MATTER, THE BACKFILL MATERIAL SHALL BE 100% AMENDED SOIL MIXTURE AS DESCRIBED BELOW WITH THE ADDITION OF 112 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.I.), APPLYING RECOMMENDED TREATMENT THEREOF, AND SUBMITTING FOR APPROVAL. (2.2) ON-SITE TOPSOIL MEETING THE CONDITIONS FOR THESE NOTES MAY BE 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 OR A 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". E BOTTOM OF THE ROOT BALL WILL REST (3.3) TREE PITS FOR WELL DRAINED SOILS SHALL BE DUG SO THAT TH 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 BLL RESTS ON UNDISTURBED SOIL AND THE A THAT THE ROOT 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. (3.5) ALL AIR POCKETS SHALL BE REMOVED FROM PLANT PIT UPON BACK FILLING WITH PLANTING SOIL BY FILLING APPROXIMATELY 112 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 FORA 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 THAT ANY 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 MAKE, 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 PLANTINGAREAS 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 MULCH SHALL HAVE BEEN COMPOSTED FOR AT LEAST TWO MONTHS PRIOR TO APPLICATION. FRESHLY GROUND MULCH WILL NOT BE ACCEPTED. 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 DRY 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 DSMOCOTE (18-6-12) AT THE RATE EQUIVALENT TO 4 LBS ACTUAL N/1000 SQ FT OF ROOT ZONE AREA/YEAR. FOR EVERGREENI TREES USE 2 LBS ACTUAL N/1000 SQ FT OF ROOT ZONE AREA/YEAR. (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 CONTINUOUS GROUND COVER AND SHRUB BEDS SHOULD BE DERIVED BY CALCULATING THE ENTIRE ROOT ZONE AREA. THE FROOT ZONE AREA IS FOUND BY MEASURING THE AREA CONTAINING THE MULTIPLE PLANT ROOTS. USE OSMOCOTE (18-G-12) AT A RATE EQUIVALENT TO 2 LBS OF N /1000 SQ FT OF ROOT ZONE AREA. THE FERTILIZER SHOULD BE EVENLY DIS-TRIBUTED WITHIN THE SHRUB BED SOIL. (5.5) ALWAYS BE SURE THAT ADEQUATE MOISTURE IS AVAILABLE WHEN FERTILIZING SO THAT THE FERTILIZER WILL BE DISSOLVED INTO THE SOIL SOLUTIONa FOR ROOT UPTAKE AND TO AVOID BURNING THE ROOTS. (6) STAKING (6.1) ALL TREES SHALL BE STAKED A,CCORDING TO THE TYPICAL DETAILS PROVIDED. (6.2) THREE STAKES SHALL BE REQUIRED PER LARGE AND MEDIUM TREES. SMALL DECIDUOUS TREES LARGER THAN V GREEN TREE, SHALL BE REQUIRED TO BE STAKED WITH 2 STAKES. TREE " CALIPER AND CALIPER AND EVER S ONLY Q S 1 Y BE REQUIRED D T BE ED WITH E STAKE. THE STAKES SHALL BE DRIVEN RADIAL SMALLER SHALL ONLY Q ,E 0 STAKED ON ST N A PATTERN FOR LARGE, MEDIUM AND SMALL DECIDUOUS TREES. STAKES 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 ROOT -S. STAKES FOR SUPPORTING TREES SHALL BE 1.5" X 1.5" SQUARE OR ROUND, BY 8'. THE STAKES SHALL BE SOUND WOOD TREATED WITH A SUITABLE WOOD PRESERVATIVE. TIES SHALL BE ARBORTIE (OR EQUAL) SIZED APPROPRIATELY PER MANUFACTURES RECOMMENDATIONS FOR THE SIZE OF TREE SPECIFIED. ARBORTIE (OR EQUAL) SHALL BE ]NAILED TO WOODEN STAKES, OR TIED AROUND A'T' STAKE WITH A ROLLING HITCH. NO ANCHORS OR NAILS SHALL BE USED ON THE TREE ITSELF. USE ARBORKNOT DETAILS TO SECURE ARBORTIE (OR EQUAL) AROUND NEWLY PLANTED TREE. IF APPROPRIATELY TIED, ARBORTIESHALL PROVIDEA SECURE, GIRDLE FREE ATTACHMENT TO THE TREE, WHICH WILL EXPAND AS THE 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 OR ANCHOR INTO THE GROUND OUTSIDE OF THE PLANTING HOLEATA45 DEGREE ANGLE TO THE TREE TRUNK. WHEN DRIVING THE STAKE OR ANCHOR INTO THE GROUND, ENSURE EYE OPENING IS NOT BURIED. FINAL STAKE PLACEMENT SHALL ENSURE EYE OPENING IS EVEN TO SOIL LEVEL. STAKES OR ANCHORS SHALL BE EVENLY SPACED AROUNDTHE TREE. (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 MA4NTAINING HIS WORK FORTHE PERIOD OF TWO YEAR AFTER SUBSTANTIAL COMPLETION AMID ACCEPTANCE BY THE OWNER OR THE OWNER'S REPRESENTATIVE. MAINTENANCE SHALL INCLUDE WATERING, WEEDIWL-', CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RESETTING OF PLANTS TO PROPER GRADES OR UPRIGHT POSITIONS, RESTORATION OF EARTH BERMS, AND OTHER NECESSARY OPERATIONS. ADEQUATE PROTECTION FOR LAWN iAREAS AGAINST TRESPASSING DURING PLANTING OPERATIONS AND AGAINST DAMAGE OF ANY KIND SHALL BE PROVIDED. N40THING IN THESE NOTES IS INTENDED TO RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO REPAIR EXISTINCG 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 IEE MADE BY THE OWNER OR THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF THE INSTALLATION PERIOD UPON WRITTEN NOTICE REQUESTING 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 NVRITING 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 WELL 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 ANT CONDITION OR THAT DURING F FROM A DORM T DIE U ING THE ]RST YEAR AFTER PLANTING SHALL BE REPLACED. ALL GROWTH 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 (9.1) ANY PLANT MATERIAL NOT PLANTED SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNUSED RUBBISH AND DEBRIS FROM THE SITE UPON COMPLETION OF HIS WORK. (10) PERMANENT SEEDING (SHALL ONLY APPLY TO DISTURBED AREAS NOT INDICATED TO RECEIVE SOD. (10.1) TOPSOILING: WHERE TOPSOIL IS REQUIRED ON ADVERSE SOIL CONDITIONS, A MINIMUM OF FOUR INCHES OF TOPSOIL SHOULD BE USED. THE TOPSOIL SHOULD 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 PERI ACRE OF 10-20-10 FERTILIZER OR EQUIVALENT. IF SOILS ARE UNIFORM, IT IS DESIRABLE 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.110003 SQ. FT. SPRING SEEDING: MARCH, TO EARLY APRIL. FALL SEEDING: AUGUST 1 TO NOVEMBER 1 NOTE: PREFERRED FESCUE SEEDING 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 FROM VARIETIES AS RECOMMENDED IN THE 2014-2015 VIRGINIA TURFGRASS VARIETY RECOMMENDATIONS AVAILABLE FROM VIRGINIA COOPERATIVE EXTENSION, VIRGINIA TECH, VIRGINIA STATE UNIVERSITY: 2ND MILLENNIUM, AVENGER, BILTMORE, BINGO, BLACKWATCH, BRAVO, COCHISE II(3), COCHISE III, CONSTITUTION, COYOTE II, CROSSFIRE II(3,4), DAVINCI(3), DAYTONA(3), ENDEAVOR(3), FALCON IV, FIDELITY, FORTE, GOOD-EN(3,4), GRANDE(4), GRANDE II, GREENKEEPER WAF, GUARDIAN 21, HOUNDOG 5, HUNTER, INFERNO, JUSTICE, MAGELLAN, MASTERPIECE, MATADOR(3), MATADOR GT(3), ONYX(3,4), PADRE, PICASSO(3), PENN 1901, RAPTOR, REBEL EXEDA, REGIMENT II, REMBRANDT(3), SOUTHERN CHOICE II(3), SR 8250(3), TAOS, TARHEEL, TARHEEL II, TEMPEST, TITANIUM, TOMBSTONE, TURBO, ULTIMATE(3), WATCHDOG, AND WOLFPACK. 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 II, COCHISE III, CONSTITUTION, COYOTE II, CROSSFIRE II, DAVINCI, DAYTONA, ENDEAVOR, FALCON IV, FIDELITY, FORTE, GOOD -EN, GRANDE, GRANDE 11, GREENKEEPER WAF, GUARDIAN 21, HOUNDOG 5, HUNTER, INFERNO, JUSTICE, MAGELLAN, MASTERPIECE, MATADOR, MATADOR GT, ONYX, PADRE, PICASSO, PENN 1901, RAPTOR, REBEL EXEDA, REGIMENT II, REMBRANDT, SOUTHERN CHOICE II, SR 8250, TAOS, TARHEEL, TARHEEL 11, 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, INSECTS AND 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 OF ALL CURBS AND OTHER HA,RDSCAPE 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 NECESSARYAFTER 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 SV'VEATING OR EXCESSIVE HEAT AND MOISTURE. 6 LAWN MAINTENANCE (7) WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE,'WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE-SODDINIG 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 BE ACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDING REGRADING IF NECESSARY). (8) CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAVIVN FOR A PERIOD OF TWO YEARS UNTIL ACCEPTANCE BY THE OWNER OR OWNER'S REPRESENTATIVE.. f7'-0" TO CENTER OF DEAREST SHRUB 5, 0„ - . MIN. CLEAR PARKING ISLAND, NOSE -IN DETAIL �) 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 PARKING SPACE ON ANY SIDE 2. CURB OR PARKING LOT EDGE Parkin S ace a p SECTION SHOVEL EDGE / Curb Plantinc DIFFERENT PLANTING TREATMENTS NTS GENERAL NOTES A. PROVIDE SMOOTH CONTINUOUS EDGE AS SHOWN. DIG EDGE WITH COMMON SPADE OR STRAIGHT BLADE SHOVEL. 5" MIN. Shovel Edge Detail SECTION NTS (10.4) MULCH A. MULCH WITH ANY OF THE MATERIALS LISTED BELOW AND AT THE RATE INDICATED. SPREADING SHOULD BE UNIFORIEXISTING GRAD AND AT A RATE THAT PERMITS NO MORE THAN 25-50% OF THE GROUND SHOWING THROUGH THE MULCH. (DASHEC B. MULCHING IS SPECIFICALLY REQUIRED ON ALL SOILS EXCEEDING 25% SLOPE. 1. STRAW - 1 TO 2 TONS/ACRE 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 FOR 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. SEEDED AREAS WILL ONLY BE ACCEPTED AFTER DISTURBED AREAS ARE COMPLETELY COVERED IN A DENSE LAWN CONSISTING OF THE SPECIFIED PERMANENT GRASS. • ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. Shrub/Groundcover Panting on a Slope SECTION C C ARBORTIE (OR EQUAL) NAILED TO STAKE _QUAL) Tree Tie Detail SECTION (TREES UNDER 3.5" CAL. OR 14' IN HEIGHT) NTS FOLD ENDS ARBORTIE (OR EQUAL) BACK. SECURE TO STAKE WITH 1" GALVANIZED ROOFING NAIL OR USA A KNOT. 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 FORT E LOCATION ATION AND PROTECTION OF ALLISTIN EX G 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, ETC. 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. 1. 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 SHALL PERFORM ALL LANDSCAPE INSTALLATION 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-OFS INDICATED O F KATE N THE PLANTING D T 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. 0. ALL LANDSCAPED AND LAWN AREAS ARE TO BE IRRIGATED. P. ALL AREAS TO BE LANDSCAPED OR COVERED WITH MULCH MUST BE TREATED WITH A PRE -EMERGENCE HERBICIDE (SURFLAN, DACTAL OR 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 & 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). 7. SCARIFY ROOTBALL SIDES AND BOTTOM. NOTES: A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. NTS t T' 1. ARBORTIE OR EQUAL SEE TIE DETAIL THIS SHEET (NOTE FOR MULTI -TRUNK TREES, USE SEPARATE GUYS TO STRONGEST TRUNKS AT CENTER OF EACH). 2. 3 1.5" X 8' MIN. SQUARE OR ROUND STAKES SPACED EVENLY IN A RADIAL PATTERN AROUND TREE. 3. 3" MINIMUM OF MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES SHALL EXTEND APPROX. 6" BEYOND EARTH SAUCER/BERM UNLESS INDICATED OTHERWISE BY OWNERS REPRESENTATIVE. AN APPROVED WEED BARRIER FABRIC SHALL BE INSTALLED IN ALL PLANTING BEDS. 4. SOIL BERM TO HOLD WATER. (NOTE REQUIRED FOR TREES IN SIDEWALK TREE PLANTERS). 5. FINISHED GRADE (SEE GRADING PLAN) 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES) 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 10. APPROVED WEED BARRIER, 11. FLAG ALL TREE TIES WITH BRIGHTLY COLORED FLAGGING. � '"� NOTES: A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO • ALL TREES SHALL BE PLUMB VERTICALLY WITHIN AINSTALLATION. TOLERANCE OF THREEDEGREES, 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 Panting UPON APPROVAL BY OWNER OR OWNER'S 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 120° MULTI -TRUNK TREES, USE SEPARATE GUYS 120° TO STRONGEST TRUN-1rKS AT CENTER OF 7r°.,, _ , EACH). "11) MEDIUM AND LARGE TREE'S 2. 3 1.5" X 8' MIN. SQUARE OR ROUND 180` 1STAKES SPACED EVENLY IN A RADIAL SMALL DECIDUOUS AND 1.5" CALIPER AND PATTERN AROUND TREE. EVERGREEN TREE GREATER STAKING PLAN 3. 3" MINIMUM OF MULCH AS SPECIFIED. STAKING PLAN WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES SHALL EXTEND APPROX. 6" BEYOND EARTH SAUCER/BERM UNLESS 1 INDICATED OTHERWISE BY OWNERS 11 REPRESENTATIVE. AN APPROVED WEED - I 11 BARRIER FABRIC SHALL BE INSTALLED IN ALL PLANTING BEDS. 4. SOIL BERM TO HOLD WATER. (NOTE REQUIRED FOR TREES IN SIDEWALK TREE ( 2 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 11 4 SPECIFICATIONS FOR ROOT BALL REQUIREMENTS), 5 8. PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES) 9. ROOTBALLS GREATER THAN 24" DIAMETER I SHALL BE PLACED ON MOUND OF a I :'..)=. UNDISTURBED SOIL TO PREVENT SETTLING - . <. m u ROOTBALLS ALL SMALL THAN HAN 10""` 6 SIT ON COMPACTED EARTH. 24 IN DIA. MAY 11 11 10. APPROVED WEED BARRIER. D 11. FLAG ALL TREE TIES WITH BRIGHTLY \ _ �_ . . '. , ___K -- COLORED FLAGGING. �� 12" TYP. • ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. Tree Planting on a Slope SECTION BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. REFER TO PLANT SCHEDULE FOR SPACING. MAINTAIN 12" DEAD ZONE AT BED EDGE. )X' PLAN TYP. SECTION • ALL SHRUBS AND GROUNDCOVERS SHALL IBE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. Shrub/Groundcover Planting PLAN/SECTION NOTES: A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. C. TREE SAVER ANCHORING SYSTEM MAY BE SUBSTITUTED FOR WOOD STAKING SYSTEM UPON APPROVAL BY OWNER OR OWNER'S REPRESENTATIVE AND HENRICO COUNTY. NTS 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). 6. PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES) NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES, ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 7. SCARIFY ROOTBALL SIDES AND BOTTOM. NTS NORTHERN 11,945 SF RIGHT CHAMFER DRIVE-THRU STORE NUMBER 10746 SEMINOLE TRAIL &RIO ROAD (NWC) ALBEMARLE COUNTY, VA. PROJECT TYPE- NEW STORE DEAL TYPES 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 SEAL I i T.6bl , ,' s �/'-'- 14q, pit. N�: �EPHA V '` .. MATH I S �_ , Lic. No. 00049Q �.1, ,, a ` L� r P.E a -ca-% REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: LANDSCAPE NOTES AND DETAILS SHEET NUMBER: CP -501 COMMENTS: * 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 598 307 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 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 Label Description Units Avg Max Min Avg/Min Max/Min Property Line Symbol Label Qty Description Arrangement Lum. Watts Lum. Lumens LLF BUG Rating - ♦� A 2 CL1-60L-4K-4 (Hubbell Ltg) SINGLE 141 12036 1.000 62 -U1 -G3 --:�-� B 1 CLI -601-41<-3-13C (Hubbell Ltg) SINGLE 143.5 7728 1.000 B0 -U1 -G2 C 1 CLI -601 -4K -4-13C (Hubbell Ltg) SINGLE 140.3 9656 1.000 B0 -U1 -G3 C2 2 L-4K-4-BC (Hubbell Ltg) TWIN 140.3 9656 1.000 BO -U1 -G3 OB 4 =-ISAT20L8:040M SINGLE 19.9 1130 1.000 N.A. OC 1 120 SINGLE 48.9 3108 1.000 IB3-U0-G0 NNIIIIIIIII WP 7 DSXW1 LED 10C 1000 40K TFTM MVOLT SINGLE 40 3065 1.000 IB1-U0-G1 Calculation Summary Label Description Units Avg Max Min Avg/Min Max/Min Property Line Fc 0.12 0.5 0.0 N.A. N.A. CVS PARKING 1.0 FC MINIMUM Fc3.06 € 7.6 0.8 3.83 9.50 20� .s GRAPHIC SCALE IN FEET 0 10 20 40 NOT A CONSTRUCTION DOCUMENT - FOR DESIGN PURPOSES ONLY 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 SEAL: REVISIONS: DRAWING BY: RRP DATE: MARCH 7, 2016 JOB NUMBER: 113001348 TI TLE: LIGHTING PLAN SHEET NUMBER: CL -101 COMMENTS: *_1 111:. 114r* D -Series Size 1 W", h.. iil LED Wall Luminaire ILIM D'' wfact TYPE WP DSXW1--LED 10C-10003-404- `TM-I'bVIV0 , - DDBXD SYLVANIA DRIVER a"` t Introduction dryseri Th L7- 4rie , Wall urrTl ire s stxtliski; f,',b" • OT1 OOW - compact T5 profile - integrated LED sGIt'ion for kuilCing-.Tl ar s Specifications applications. It features a sled•.:, nnodern ci `,3ic)n ',Luminaire Back Box (88"K. E WA is to a lung-lcsting, i8” .(" VX 1. 3 x 1) V ti and carertally'enclin,:;,erect provide I.Width u"?r' Weight: -' 1'b Width: 1 ; 4 CD a lbls e r)ergy-� fficierit IightincH r; tii a 'v=arieCI or oto;r cal .r .. ., r ..' , Weight; r =. ,; -1 • Multiple Class 2 Constant Current "'A", a3nd control options for custorni ed perforrrnance. Depth: Depth: b' ELCW I n . Dirllrnable with 0 1 OV dirnmers t 1 r:' Weight: , . - � _ ;11/iif-i an expected service life of C._,Jc,t' 20 JCci3rS of kieight height: rttle use uric Lip to 74% JririErgy 58VIIng I• gdn, "' over co•Tiparable ZrrJ`tV n;etal in ancle ILI; ninaires, .........1. : .> C (�• - Y7` ^ i-, „ •.,r-, r �,l".r_Yl,iir tt", ` 1 'vVa i r l r1C .. 11.1,1 i 'I -1 -`7 r.,;v,<:.. _, %'-`x 11 cIi , 11 lir)htire.r� 'soldnon ffiar :?rC>�11ilr:Ei i iltE:Pa' ttl:'�t arE(-' H H , _. _.. 15 - OT1 OOW - 4 50m to 700mA «I{�I�)i __ .i ereeptiorlally :l i r inatecl. . -di L.,u .,n,,; • UL Class 2 output for safe ,.._ . wt sz",, d ,., ,-. ..,,..,..., . 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RoH$t Illlll(Ifu tile?11 rtaryntr,,a1x ,sewn.,:inane it # i , I I IIiIIIIII an „-fro., sm„ta„ ," OT100W - Compliant to 47 GFR, Part 15 Class B A e g SEE THE WORLD iN A NEW LIGHT ll , Electrical Load t-,:;`'a ," " t,~n In TYPE WP _-_-'_-_______`-_'1-111- _, �»,_v.,_»».__»_ � I S WI -LED I C-1 00 -40K - inn .1„��»»»»»» i ` ' TTM- 0[.,T-DD8XD Lurnen Output Lurnen Arri"t cent Temperature (LAT) Mu-lt' Iters I_-in_:,aa':,e.a:; f...n,:n',an:_.rGias,.,s4,. :di,,•_-_,..:,ce',"iti,it:SidAL-,,I-;y",c; Da,:..,c,r,,l,.rr_,.ab YEr- iiia?,a l:>e': e•,e fr.:..sty ':...u..':lir ...fat, ra't,:. e'. nEt},ur f;,: a,E. .a.Je a,n:.':, ni to :.p r=,tfa-es J I . t:,r1[ Vt, u,:.l. nQ11 r, .,,til., n.: tai .- ,a, n,',O', Ye f'_f�':t r,r, 'u4lS, ht:.'uai t,iJ':td,J,. Ii,af :; : e J. '!', i�,i WEPn 'i— G L" ,1.51 -lower',. r k, ",t 1LU-4 rr-:+ t5;'. c rt tffcwty Jr r f cd aor, ar, f. r,,a'o,, i"I"""i.h•cr )„ a� �, - 'S 11111 i Y -tet ,, ; °•[aqy 1111 `aRe 2P3 R:fE a n' `.. I a , ., e ,"T ar`l, 'O ' C 32'r 1 52 & Foe # 13"11. d s.IMEMPEEMM n c ir) 1111. ^:r ' eU C cs t _ w ":. T2s I.. 1J+i ( 0 7 li 1 1dU i 1 ),_, t „ 25 C 7 7 F 9 ao ¢, t i IN I a 1 t� iT t r Ah 151, 1 )_ C i t _ iol( - .. I j . j _", 1____-651"',- 5311 "., l .S [ t7) _[. - U 1 1I..i 3 U t - - .,a Y, Z ° -F--,,- -mm -_ ... ._..sirF .._. --� o'c n'a'F n.ss -S3,) i i r3'1 17 3 ' (-0 1 ; 8 1 1N & r _!.,_I _0 __-,. 1 3 Li i a i ..i 1 (� s-7,61 mm1 � y„ Projected LED Lumen Maintenance Gt:r9 1)au-" it i &, t? t 43 r ,1111 11 11. 1_111-,1111-_ -.........111............. ...... ._, ....._........... .............. 1111_.., ..,..,..... t,....._,..-,1,111 , . ,.. ,. ' Gain (?_ rr 1. ,s ,e . m,, a r. ;. ' , •e LED 200 0 d., r,.»a'.,tG.a r: urn:,,,.. , c e.::., ., t„ tI: L,SX4V1 1DQ t , ¢ 1 S k I ^, 1 E ,latf^rr fr r2 I4 f�, e: E,. .Y,- ., n r < �J amrii@nt, k,r,.,i-1111 t?II 1J J,,t�':.:uC.. ,a L:.:i t2:::r t ..tE� _i it d. r' 7AI +5 I-1 0 ? Ru ?':3 i- 1 'i7 10,, ..,, 11,_11.,,, ,,,,, ,,,,,. -,...,m_,-,., _.. _. 1111111111AIL, `E "-li;Ca'-rp._i:-i,:ct :.cr i_Srd,., rf,9 a'7 -?71. ,' 1' i>, 5,15 1 i)' t_ 31 _ 1 1.' __t t 3$ G-+aI�' til 1-...av 79C ,{7aFh 12, at ."' i3M :Zit I_I if i i......._..... �.... Tocatruri-: 11F.usotlfF:,,iii-,n'�a,ina,. fir.-)bat.."resp<:,,rJ-„the^es.:f,1nunbar ,,.. _.,- ... , -. , ..... , r =r 1 ” " - � , 1 - ., x f , rtp.1 ! },r, f 1 l n 1 r:. rtn9 t f ., 1 i r., C..,.,". a,. n, 3k,,, . L ,,r,.F ..� JrI,P„ 'tf .,,1.. ,1,.... lt..i .11,, vd ne'S f.•. ,�3.,.:et:Gl . a > Electrical Load t-,:;`'a ," " t,~n In 14p &20 - 277 347 al _-.- 550 1 14+rJ 1 0,1.i inn 0.06 006 - . IOC ,ao 20'4.1 i3 ird I706 '11 cl.2 ; n ti 6 4 0.09 113 008 - U1 i - - tuuC IQ Al i ri ... _.. ..-.,0 U >1 a f'J U is - - _._..- I 2sv1 213 l n i 0,12.... U.I. I 3:i _t•rit <cc ( 0.33 019 a),VU.74 340,_ i ' -::,, ., .,..,,,q s0r, d74=t i e"r vi5 0,21' ol) . t 1007 I r fri ` 0,b9 0,49 0.3> 030 - ' ` 10 sec: corn de`L 1photofne`ri_ fe a,r'r, rr dov<r .'.t �� mx� .Aa�s 'ni__ -� � t ,_ � r r' _ , zra io,+d acr file; _ _ ., ..s r: .foci, 015.1 Lifrlana alfl ,r 3.,� :.,.,rl-, v , it ,._.:, E .. , 4 1111., i �.:{ '.Ye"' i .; ?..C:10:1",,, r,..,.':.',.L r:..; �n ,.,.a.. Rin, I. h..l,, `, r ),t �.:.rt'.; ', ,: (a I:r. ;:r t .,i:.-. LEGEND 3 , i t c , ?. 3 ,. .._ a ,l l I v - 1. ,. e , _ '. t; 'i 1 t d �i. LEGEND L�o-"tFL. ". .-. a :. F 1111 ;'f ... .. _ 0,5 f< 11111111 cs'c ... , ,,,,,,,,, „ T'WF2. �.,., , ., , i r' 11 „ • 1050 mA driver available with 90L con- gattlering ori top of the housing i, t , , j,. 11 340,_ i ' -::,, ., .,..,,,q ,,,,, iT., r a ,. 1:1, ,. ' ,111_.. .: : L U:;.+i i` : u ,,-::t'ru -TT I • Separate optical and electrical compart- (I Ill .......... FEATURES & SPECIFICATIONS 273J iNrENUEUUSE '', UECMCAL T`„ae j,,,,-,-,.,.q,-sl:r.:v:.:, ,t. ;,all, .,,, .:f'_L ';5:e:'';-, :I, ..a'etti ,r,,,..... ',. 1..i,17Y a-. ; -t;,t,t':tJl ft fE,.. r# U ,', .t:;l, ..::I- :a'dtc. ::r:;': # i.. Lr.,<;-L,a,:o'. -, ,, .,1>.-'. a; a..-„ ..., -_. 11 '.:c. [,a56 1 1/ I L ( :- ''' 'J. i - I i:, t i u ;' Y'i , a r t; . v ! C(aNSTRdC7iOi�i _,., o: i-111. r,U,-. i= r ...r,ro ,,.e_.; r' t c,.3 ..::;3,L hi t:I. - 1.'.< :re; .. k'. pt"", :: 3' r r r r _, r :irFa r. ...,E,I 3 ""ilio r .:-r': 11. vin-: e,.::..,3r r,,rL--, :.-,,',,, (-t UI'iH, t..,a1.2i. ii -t 'i'.Y"' i. ,, _. ,, ',,., ..,,:;.,",.z. ,. „)r::) 11,1±1,10",,11 -I),a ,v+, ..,r .3,?{if 1:'v E. t, x1,1,"1. 3.? _ , , t ..:, INT TOi : f:,;:.<.t, ,, .!I n, 11;;.1: r:,.:.int- . u Y ':1:.',. ,,.{r ,,:r.>f r..t ..: J J 1:: I..f., i:n,-,: ,, , I.,".:: r„ '':.1 �r.'.'. .,% o',a f s-'" t-'-.. ,t: r U, €IN1SH II ..': t, r t t d ter .. JL ft: r a.-' ei : t JI it .s C LIMB 5 G5 a t I .',-,.;atl,, ii ,,, ,, ,r r,i, ir,, J <r. s i - ::: a. , Er t<> 1 1 ,'-. , r,i= :.-r1 1C. .:.: ,rrr ,<,rs,,. series of outdoor fixtures _ i a. „� . z ,,J-- ,, J v.t c l,i,i t Js.i:;f,l_ f _xtut'<.a ,, t r , . ,irxuu-a , r . ._.,, WARRANTY T`f ., i x. -L I ii1 1 Y' n! 't ... ',:1+<,.d , 1111..., , cover;-/(,ASKIT ! 4 FILl ETW b.�' �Al-- ,,,. :.;, �, 1111 , .., "eC -,,,r ,:; i;", ,,.,.ra,:"a, I„ .-sc2,-,',-.rr,'t:,i ,, ,,nisi „>, c,:i-::,..,L, i,,e,: while the straight arm follows the housing's I ._::I .11,E . -,:!r f,n ,':: ,.-:: ;,I " .::n:; t r . f,;ln,s . , „a :r r ::'.Ai„ (r',; miir, _.,:j, Jct'. . Nate ,...r ,, ,.,, _t. .h. ,, ,i ,...t r.. ,1111 11JOi)Y .: O :r.Cr< , d'_Y :r,'. .,'. ,=3', ,c, ,.r -,,e: s. • Fixture ships with arm installed for ease of ' 1 ,., ... ... .,,.'Co :. :t I. rl, �r� '+ <r , a a '.., r x . h, �,t .' , s , , . , ... 1111. L i . ,- ... .., t r _ u ,.., r..,J➢: 1111, ra,4#s r,i .+.:;. C: - ow%.,,i .,,> :i9 r t.,,ae:J:.y E at,:,. tl,):rt'a ., t fit x1:1 fl- .-air-_d .,�.. .,..,.d.,�.'..P ,r,.:. n,- 1,11;e:t r , SSS SERIES Cat.# I%, 0 5Pt�1.,IIL.DIMIG POLES Job Type L 16 H I i rl Approvals SQUARE STRAIGIfi STEEL APPLICATIONS • Lighting installations for side and top mounting of luminaires with effective projected area (EPA) not exceeding maximum allowable loading of the specified pole in its installed geographic location. FEATURES to SHAFT: One-piece straight steel with square cross section, fiat sides and minimum 0.36" radius on all corners, Minimumyield 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 hole (2.5" x 4.5"), Pole grounding lug located behind gasketed cover. • ANCHOR BOLTS: Four galvanized anchor bolts provided per pole with fnininulm yield of 55,000 psi (modi- fied ASTM -A36), Galvanized hardware with two washers/nuts per bolt for leveling meet or exceed bolt strength. • FINISH: Durable Lektrocote- TGIC thermoset polyester powder coat paint finish with nominal 3,0 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 BASE DETAIL Cat.# 20 AMP GFCI Job ..._ ""•` .� Type RECEPTACLE S COVER _.. ..._- _1111.. Anchor Hex Rod Nut 1' - irr r 2i , -- circuit protection with auto recovery Plain Washer...... r. 11 „ • 1050 mA driver available with 90L con- gattlering ori top of the housing Base Plate - Grout Finish Grade Batt�Proiectian l i jjjI , ( I 3 r E ) 7 l mance Plain Washer -TT I • Separate optical and electrical compart- (I Ill mentfor optimum component operation 273J Onep ier,e die cut silicone gasket ensures . t er s e, Controls: Hex Nut • Features exclusive wiHUBB technology individual t.ED for IP65 rating I:. ['_ :a -Programmable autonomous operation 85116 spill light reduction, doesn't change Grantafterpaleislet fixture appearance or EPA, recommended • Drivers are 0-1 OV dimming standard. T_ Photocell and occupancy sensors available for complete on/off and dimming control r 1 compression to seal the optical assembly and plumbed l Engineering of i (, series of outdoor fixtures _ i Installation: Foundation Level/ footle b others Y cover;-/(,ASKIT ! 4 FILl ETW b.�' �Al-- decorative arm offers a sleek upsvvept look • Suitable for applications red uiring 3G testing by ANSI while the straight arm follows the housing's prescribed 136.31 nLL An(lUNO .,-,._--_.-L Optics: • Fixture ships with arm installed for ease of • Choice of 72 high brie,1fitness LED configu- installation and mounts to #2 drill pattern a1 B OPTION HE I g`Y •-.. (p`i C:' :� Bolt Square V distributions accessories are also ova Iaale \ ,r' <: - CCT: 3000K $0 CHi), 4000K 70 RI). lication any application "v Bolt Circle CP” LED options Finish: Anchor Boit Location in • TGIG thermoset polyester powder paint • CRF, 70 finish applied at nominal 2,5 mil thickness �'`'� Relation Warranty: • Universal input voltage 120-277 VAG, Five year limited warrant (for more infor- 1 1" '.. to shaft oration visit: htt :f&fNW_ubbelioutdoor,com/ enable a simple find consistent ractcry r, c n t resour/w Bs a a.._tY... ,, Rotation & 480V Listings: Handhole • Listed to UL1598 and GSA 022,2#250,0- • Ambient operating temperature -40'C to 40'C 24 for wet locations • Automatic. thermal self-protection • Models meet DesignLights Consor- Spaulding Lighting • 701 Millennium illennium Boulevard • Greenville, SC 29607 9607 • Phone: 564-6�78-1000 sPrmaal■ .A.y YING+ 15 I . r? I , < Dti to our- fi6riucdstorist im. rov x IrPr dudts, ratbI;,[�;,"itic•=atI tis re subjectiocfa3s,z'.lthuutootids, "' HUBBELL �- yH �a6ELL Lighting - ret + Ci 2;it t n:'AtJLGrti(' t.1GN'Irdn, All R,)a.s ms.seruru 7„ • Fa :r, ra uif..rmaGau tlslz u,r v+ebane. www.spauidinylightiny.cam • ?r''rted ,n t.ais 9SSPolES-SPEC 7/14 CIMARRON LED Cat.# » fisOa9 Job ..._ ""•` .� Type SPECIFICATIONS _.. ..._- _1111.. Construction: voltage, over -current protection and short • Stylish vertically finned die-cast solid top circuit protection with auto recovery housing for maximum heat dissipation; 1 � 1, Stopps collection of unsightly debris from • 1050 mA driver available with 90L con- gattlering ori top of the housing figuration for increased lumen output • Rugged] lower die' cast aluminum heat • LED electrical assembly, including PR Sin accelerates thermal management devices, consumes no power in and optimizes PCB and optical perfor- the `off' state mance 4 .. _-. • Surge protection of 20KA 8/20 pSec wave; • Separate optical and electrical compart- clamping voltage of 320V & surge rating of mentfor optimum component operation 273J Onep ier,e die cut silicone gasket ensures . t er s e, Controls: weatherproof seal around each • Features exclusive wiHUBB technology individual t.ED for IP65 rating -Wholess system for On/Off and 0-10VDC full range dimming control • Backlight Control (BG) option available for -Programmable autonomous operation 85116 spill light reduction, doesn't change fixture appearance or EPA, recommended • Drivers are 0-1 OV dimming standard. for Type ill and Type IV distributions Photocell and occupancy sensors available for complete on/off and dimming control *Stamped bezel provides mechanical compression to seal the optical assembly Lumen maintenance: l • L90 at 60,000 hours (Projected per IESNA • Complements the Hubbell Southwest TM -21-11) series of outdoor fixtures Options Installation: • Weight - 45.0 pounds, EPA - 1.3 W • 1ivo die-cast aluminum arm designs: rhe P, Irt if CD rCn.IrVL 0-101VLlilnining Jrivru Minimum "tiff ruing decorative arm offers a sleek upsvvept look • Suitable for applications red uiring 3G testing by ANSI while the straight arm follows the housing's prescribed 136.31 contoured lines for continuity of style Optics: • Fixture ships with arm installed for ease of • Choice of 72 high brie,1fitness LED configu- installation and mounts to #2 drill pattern rations with individual acrylic lenses HE specially designed for IES Type U, III, IV and • Wail bracket, mast arra fitter and pole V distributions accessories are also ova Iaale High CRI 190 11) allowingeasy mounting for virtual) Y 9 Y CCT: 3000K $0 CHi), 4000K 70 RI). lication any application 51OOK (67 CRI), and turtle friend]Y A m)er CP” LED options Finish: ddoLEIr SO Odri'de DP,t,l diihinlinj driver. Minimum dimrnin, • TGIG thermoset polyester powder paint • CRF, 70 finish applied at nominal 2,5 mil thickness Electrical: Warranty: • Universal input voltage 120-277 VAG, Five year limited warrant (for more infor- 50160 Hz oration visit: htt :f&fNW_ubbelioutdoor,com/ enable a simple find consistent ractcry r, c n t resour/w Bs a a.._tY... • ins:i,,re step-down transformer for 347V & 480V Listings: nstailu'd option across nil ASL It bine re • Listed to UL1598 and GSA 022,2#250,0- • Ambient operating temperature -40'C to 40'C 24 for wet locations • Automatic. thermal self-protection • Models meet DesignLights Consor- ilrands Reser t7 RRL Iii' ctriop`:uta tium (DLC) qualifications, consult to Drivers have greater than 90% power DLG website for more details: factor and less than 10%THD httpAwt~nv,designli htsy � • Optional continuous dimming to t 0% or • IDA approved • IP65 dual Circuitry available NPSBUEZER:” • LED drivers have output power over- --- _ 1 VIMENSIONS I TIF CER 1CATlONS/GiSTINGS A B O D E F C J f' ift� 1 lI (]till 60"4,1 ,1„,, .f.,, z s,4 s' naa n ” .:t .s9., 9]16 55113" &1it3" y ■ ':. � 1140 wN Mil 1•" � 171 noel 5 ' 4 7Zmm +i6mm 168mrn 160min 1� #acts t n n 143mm 165mm Q, 1Lrlt ren eFE d ORDERING INFORMATION SEE NEXT PAGE _____........ r • 1 Spaulding Lighting 7 1 Miil> n' - 0 cn tum Roulevart! • Greenville, 29 O Ph 7 - ��{ p 9 9 J e SC 6 7 one 864 6 8 1000 p y (HUBBELL, !'—yy yy HU9E,ELL ■•1 Cue to our c atinued efforts a Ie Taioimprove ourproducts, ronoct s eciflcatioms are subject to h• Lighting t c n T I ., P P } t change without nutire. � 9 9 2014 bNAUU3NG LIGHT, n' R y''1, Rene vsd • : or more in'onnaucn visit our sebt,a: eavw.spauidingfighfing.cum • Printed in USA CLiLEe-SPEC 9114 81, EVO Downlrght » fisOa9 Solid i#je t:gh,IrfE; if Y �f I C C ,. ) per", P 'air' r J :7, —.-------,---___ _""-, _ _ ---_.__ 2 I Alla if lensP; ns are inches r1 entirnete ) unln otnerwi e noted, _._ .. _1111-_--111111._..... _.. ..._- _1111.. i ,... ........ Z �� ___ -_ �-_ — ,l, JI�1 127/ 77t:O K 20 2000 It "rens BAR , I 21 1 � 1, "f s ,r .� n ""\ 88 122,01 I t - , " 1 i, t I — 135/ 35Ci) K 39 3000lunrens BWTR i, 4 .. _-. ;(�\ LJ t I Aperture: 8-5/8 (21.9) 401 4000 K RGR �Fa k � Ceiling Opening: 8-3/4 ('22.2) SHEET NUMBER: ., 1 �.. __ -_ -..-- t i Overlap Trim: 9-1/4 (23.5) BWRI Remote . - t Power Supply , Housing ._.. ... Integral Conduit _.. Power' Supply (13y others) ;, 1111._. , 7.36" (187) Adjustable 112„ 3/4' ......... Pressure Fit DOWNLIGHT • r P L , li ria arIy r I )t . Dir'. a„, ,ilior hf .li trim * Pofiv,de.r cEiat t!, :Inti HOUSiNG . t xtf a roil Alin n"Ur?' .anti,_; houDii r.1 •t✓t rf r:t%"q fIrtish •Ouistan: r ace tghtsear.+; + Ceding C'rat-Out -(74,65" LED SOURCE • Fie,lfl r .r I a t,'c LED *O'vat I 00`01i t%s '(,ril , .� COK • e,pts nit) lc- 2 i) rr ca e4 ciphs, a, <ai,;;<..,auias ! BULL - E�j OUTDOOR RECESSED FIXED DOWNLIG ELECTRICAL • e t f, ,n ,e ni.: tiratED<11 f • Se} arw,c.1 „"miry ring „o,npaitn.ent fodul integiad K,o<v r :uppsi>,; • Doub�e ,ab e ontr4 f , ,. , c h v/fir. o i ,) i,.i • S upeg';rite oil ,niflum eiler"Inr - Dun"eagle MOUNTING • S•.'rI .1 cut pressure 'It mounting chos • All;l'4,i ibu up to a -:8" rn in c�e'':ihig. _f)k,kn las LABELS flit 1blf lot 'frH 1. r t'Ll:'I Titte 24 Conpipziaint 2 L ' R G'Lsr ..1; 7 'i :,;'7,t' ,.,. ,_w I,el I B02 7, t N J,rtf i ,, E,i7 ,... n.,_d' I I; an o iI C Ui20-277V 5 ,r: ,,- - ri^rn fir. i� I! ldtta�.5 sr- v ?SSBd BULLET HeLt r P t `' '7. g a4a -l.: i.' i •r 'i. , L r.., r r ;rrn I D2 ,. � :I-,uir,- r ... ,1111. ::. ,. � � 1...J -c.:.:, ' I pr l x11.1 U., ra i. f :. 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I7 -I ,1tg•,v" .':, -;,.'9 i i 1 I Fox: 818 76 � 33 Gotham Architectural Downlignting I LED Downii hts f l t4 r ` 8'i GvoO Downlight -_) Solid -State Li5hti11 r Unci ted l Y�Y „ u> if Y �f I C C ,. ) per", P 'air' r J :7, EM _rtr_ri r J .,:it wwrw.Ifillurninatioti.com OPTICAL SYSTEM ELECTRICAL SYSTEM x, • r if rlt r-folf pe(;War, m Ito i'1 "c cr specrl ar _l Bing :rrn Er Ii ';,>r•.'ie::afar ?:,n uptrrrirlrak' a i.,FCi rf;bt e•n ;na a , aA `t cf k ,lin Ray"" c,pk l d: I W,S- Patent Vc. 5,800.0 5 )) kui ar ]slots^ t, ..a 60;C"00 h ur Pa 4 „Lit )11 +o ,>cnarr c : sun _, T "loci ac c )r r g tr., ! Prl .f and J Sri otanc;ards " + up-dva+ `:ast cn ,<r_te' Slid + eaindr arid Short c.r ui, ?:vtected • Piil ':arrkor „:e IenS l irK =l to Lgin eny;ine 2.5 S:)OM i GRI typic;t , 9C, CRI opUsr:aI MECHANICAL SYSTEM LISTINGS lC, ns Paiv,anlzc 1 tel ,un tr bn.,ii m r rr';m 11: tel it;5 I i lie.. • Flr CSA certified ,c meet US a% Canada': standards, ,'ket Ic aCon, s!Ie c^ ,nountln bar., rnia,lrnurn of 3:. and fru imumo: 1a' ,,:e:n,tailed, ..fren(, ceiling . 1 cert „fl G,i, :.lent WARRANTY » `c?c tet;» :,uJ,,, .tarts post :rlstaliat ;E, n i C'a vraranty. Csrnp.>te vvarrrinty 1,e'r s .dated :; . + 1u,trt cat Lo.- r ,;a . ty a; ill 4 :;:.t) :.2as.JJG rated fir !it)';; t .i. z v ::.:. , i t. - : { :urs ., ,'-s J slitci,. r JI r .r?;, t.r Itg • lig"t.,,r']Fr'c ordeh rc. "wcessibieHircugh,apertura (tut t ;A Pc f(tui 1 ice ; i d,flf�ia-> a _s- t tai 1 t,.,2r er1, .,n, t ., art, i pIfcabf:tt1 r.al,,<i arc l,:i.';n tyfic,a7,iu_.;,rc,.nrcdthlotins.,):,.,r,,.,nt:t:).r,,,;: _ , � 0 L, Z E 0 i a EXAMPLE: EVO 35/25 BAR MWD LSS 120 E21 THE REB KEE COMPANY 15871 CITY VIEW DRIVE, Series Color temperature Nominal lumen 'va u,,s ApertureiTrirn color Distribution 23113 Finish Vo.ta„e EVO 127/ 77t:O K 20 2000 It "rens BAR Clear VNO Very narro„r (0,5 slmh) LSS ` ruui_,, 3, c ular 120 30f N00K 25 25-030lurre€i> RPR Pewter NO Narrow 003 LU Matte'-fif lf;u 277 135/ 35Ci) K 39 3000lunrens BWTR V lieai Mo witidiurn f10.9 SA11h DATE: LS specular347' JOB NUMBER: 401 4000 K RGR Caid MWD c'ranrni as'i +i (U a'r Ilii SHEET NUMBER: CL -1 02 BWRI Mute WD fifid0 (1,2 hillr) RUR' Bias iBWRAMF' t'dniteanti' ii ITLc'robia l Driver' Options ED P, Irt if CD rCn.IrVL 0-101VLlilnining Jrivru Minimum "tiff ruing SF Sir rte t a . specify 120V or 21N. BGTO B mire; Bent;ratlr transfEf f;_'aicr,`. forgo level I TRW' 'Mirte EJainthd flange SI t,l ity 1204' o, 2"Ar. HE ctrl ACD SOLOdInve. 0-10'',` durimiiT, dfiv,u, i'; illiniuut dinning TRBL`- Black painIe i fl }ri;;e CRI90 High CRI 190 11) e'ael <1'>,. W Ehmrgeney baited Pack witil CP” ChicisPw pl#iourf, Spr. i ' 120'0 or 277V, ERAB ddoLEIr SO Odri'de DP,t,l diihinlinj driver. Minimum dimrnin, integral test St°:itc 3 RRL__... ttEl1',C ".;early Iunii;faire aannr.,,to€s uviii <-t S, `wile ilio":? ]union 11-H/Miaxillion) lumen 30,10. 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Booth m, 41� � \�, I �%p 11 • ' • , • ■ 101 ENGINEER K i m I enyl* H o r n CONSULTANT: KIMLEY— 0 H RN AND ASSOCIATES, INC. C. 1700 WILLOW LAWN DR SUITE 200 RICHMOND, VA 23230 TEL (804) 673-3882 FAX (804) 673-3980 DEVELOPER THE REB KEE COMPANY 15871 CITY VIEW DRIVE, SUITE 300 MIDLOTHIAN, VA 23113 TEL. 804 41— 9 0740 FAX: 804 419-0759 _SE A -L - REVISIONS: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TITLE: LIGHTING CUTSHEETS SHEET NUMBER: CL -1 02 COMMENTS: 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 SEMINOLE 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 THE 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: TRA`VELWAY 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 DRIVER'S. 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 CIENTER 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 ENTER 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 OCCUR IN THE WORK ZONE: a. CONTRACTOR TO NOTIFY VIRGINIA STATE POLICE AND VDOT INSPECTOR IN CHARGE AND REGIONAL TRAFFIC OPERATION CENTER. b. DEPENDING UPON SEVERITY OF INCIDENT, CONTRACTOR MAY 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 ®RUMS TO BE USED AS CHANNELIZING DEVICES SHALL BE IN ACCORDANCE WITH 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 GUIIDELINES 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, SPECIFICATIONS, 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. PROJECT TYPES NEW SPORE DEAL TYPES FFS CS PROJECT NUMBER 86047 ENGINEER Ki m I laelyo)) 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: TRAFFIC MANAGEMENT PLAN SHEET NUMBER: CT -500 COMMENTS: 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: 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: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TITLE: MOT PLAN SHEET NUMBER: CT -501 COMMENTS: Page 011-38 April 20115 'typical Traffic Control Outside Lune Closure Operation) un a Four -Lunge Roudwav (Figure "1" lIC-1.6.1) NQ!'Y:;a Standard: L On divided highway's having a median snider than 8', right and left sign assemk)1{cs shall be required. Guidance: 2. Sign )pucin, should be 130W-1500'Jur Limhed.-lccess htghtrr{vs. !'or all other roadwca s, the s,n spacin should be .500'-800' where the posted spend limit is greater that( 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. 3. Care should be caercised wheat establishing. the limits of the )rnrk sotle to Insure mu:einuan possible sdght distance in advance of the iransition. based oil the po.SIC41 speed limit (aril rat Icatst equal 10 or greater than the valves in Table 611-3. For Limited,lecess highwu}'s a minimtun q% 100E}' is desired. 4. All vehicles, equipment, wol"„erl, rtrtrl their uctit roes should be restricted to otte side of the palvinent. Standard: 5. "taper Length (L:) and Channelizing Device Spacing shall be: Channelizing Device Spacing Location Speed Limit (mph) 0.35 36+ Transition Spacing 2Q' 40' Travelway Spacing 40' 80' Construction Access` 80' 120' Spacing may be increased to this distance, but shall not exceed one access per !4 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 shalt be used when a lane is closed. When more than one lane is closed, a separate arrow board shall he used for each closed lane (see Figure TTC-18). 7. The buffer space length shall be shown in't'able 6ll-3 on Page 611-5 for (lie posted speed limit. 8. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at ' least one high intensity author rotating, r ot . oscillating light shallII be 80t _0 in •t'r, a truck, - mounted lima i' 44 mph or =ria { advance o{' the first ssurl: crew. When the poste{{ t s p b , mounted attenuatur shall be used. 9. Vehicle hazard warning signals shall not be used instead of the vehicle's high-intensity amber rotating. Bashing, drk oscillating lights but can be used to supplement the anther rotating, flashing, oir� oscillating lights. til. When a side road intersects the highway within the TTC zoite, additional TTC devices shall be placed as needed. 1: Revision 1-- 4/112015 Page 6H-64 April 201; Typical'Fraffic Control Turn Lane Closure Operation (Figure 'rrC-29.1) Guidance: 1. Sign sp(wing distance should be 350'-500' where the posted speed limit is 45 wl)h or' les'.e, jt)0'-1`t00' where the posted speed lint is }greater- than 4.5 mph. Standard: 2. On divided highways having a tnedian wider than 8', right and left sign assemblies shall be required. 3. To prevent accidental intrusion into the work arca, channelizing device spacrrt„y= shallshallnot exceed d 20' on centers. O )i tion: 4. This layout m•av be used for cithcr right or left turn lane closures. 5. Fora hie h volume of turning, snovenierds, additional traffic control davices. such as signs (arapltis \o l E T Tf Teti (R3-2) or LEFT l T l ANF ',IU "[ TUK I FFT (R1-71,)) channelizing devices and vehicle.~ ivav be Lased Standar{{: 6. "]'aper Length (L:) shall he: 7. Buffer Space Length shall lie,. Gutdunce: d'. /J the stork spttrc? sternis rrrras's a c.rasstrutk; the <.rosswalk should be closed usin�S the inlbrtrtaiion coat! devices.shown to P,,,n'e t TC-3fi. Support: 9. Tuta)s can be prohibited as required by vell i(ular traffic conditions. tillless the streets ata wide, it might be phy'aically impossible to make certain turns, espe6atly for latae ve hiv'les. I: Wvision l ... 471,2015 Page 611-112 Augur 2011 `rypical'I'rafBc Control Sinning_Jor Project Limits w igurc ,r'rC-53.0) Support: I, This layout depicts si vin =requirements for 110tilyiug motorist when they are entering; and exiting a potential coiisUucIionrliia ntetlance area with a duration equal to or greater than Cit) day.. Standard: 2. The ROAD WORK AHEAD (W20-1) sign or the ROAD WORK NEXT XX N11L1 S (C20-1 (V)) sign shalt be placed far enough in advance of the project limits so that other warningsigns in a series in, . be adequately placed prior to the condition they are warning about. 3. '1 he ROAD WORK NEXT XX NHLES sign shall be used for projects with activity areas greater than 2 miles in length, or when multiple work activities (such as pavement patching, guardrail installations, shoulder restoration, etc.) occur along a highway. 4. The distance displayed on the ROAD WORK NEXT \X NJ (LES sign shall he stated to trite neatest whole mile front the point of installation to the. EiND ROAD WORK ((;20-2 (V)) sign. 5. Oa divided highways having a median wider than 8', right and left sign assemblies shall be required. 6. For projects with acdviw ureas 2 miles or less in length, the R0,'1D WORK AHEAD sign should he the firstaiglln1wori,vteuc.ro rater. T .Sign sparing should be 13001'-1500' fur Limited rlc cess highiv,e vs. For ull other ioadwui s, tite sl;a spucing should he 580'-800' where thc postedspeed timet cs' greaten- than 45 inph, and 350'-500' tvhc:•re the posted speed limit is 45 staph or less. 8. All corureetions within the, proem limits shotald be icientif ed Ivith s'igrts inilivat6n to motorist the,}: arc= elltet ins,, m' evi(bi(1 potential eml�'1F-ueliorlrmaintenancce areu. April 2015 Au,mst 2011 Page 6H-65 'turn Lane Closure Operation (Figure TTC-29.1) r Speed Limit (mph) APAV 1104, 25 I5no * q) : 105 SHADOW VEHICLE REQUIRED BUFFER R3-2 (OPIK)NAL) SEE NOTE 5 W20-V131- SEE 20-V131- SEE NOTE 5 W20- i Pagc 6H-113 Signing for Project Limits (Figure `I'TC-53.0) =01#150, . _._ _.... _ t .i.. G'20.2 (°J) 500+ i ROJ CT LIMITS vest mom 0*01 ul W ;, 0 aj � fit CJ W W a7 Y(,Y 44 t ,r, Page 011-60 April '2015 April 2015 Typical Traffic Control Lune Closure Operation( - Fur Side oj'unn Intersectio(( (Figure TTC-27.1) Gaichou e: 1. spacing i.;to r e e1ntl be 3 (`-(' where, tireFnrshd speed 1r7tit is 45 inph or less. )It r 0 where ihel o.sted speed limit is greater than 45 inph. Standard: 2. On divided highway's having a tnedian wider than 8', right and left sign assemblies shall be required. 3. `]'aper length (L) and chaunclizhtg device spacing shall be: Taper Length (L) Speed Limit (mph) Lane Width (Feet) g 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 45 240 .405 270 450 295 495 320 540 50 55 450 1 495 500 550 550 ' 605 600 660. 60 540 600 660 720 65 585 650 1 715 1 780 70 1 630 700 1 770 1 840 Minimum taper lengths for Limited 1}cceles ". highways shall be 1000 feet:' Shoulder Taper = Y L Minimum Channelizing Device Spacing Speed Limit (mph) (Location 0-35 36+ Transition Spacing 20' 40' Traveltway Spacing 40' 80' 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 vehiculiar traffic to remain within the traveled way. Guidance: 4. 1f most perrnit.s, a :shadow vehicle wide at least one allibir,tt rotating, ose'ilhlling, or high hlwll.sity Jtcts'}iittg'_ light ,should be parked 80'-120' in atlrunce of the'first work crew. Standard: S. If the posted speed limit is 45 mph or greater, the shadom, vehicle shall have a truck -mounted attenuator. 6. For emergency situations (anv non -planned operation) of 30) minutes or less duration, two rotating aniber lights or high intensity anther flas{tiff„g or oscillatiittg lights mounted on tire vehicle and visible for 3600 shalt be required in addition to the channelizing devices shown around the vehicle. Also, vehicle hazard (warning signals shall be used, 7, ff the ivork , pure e extends ucr uss a crosswalk, the crosswalk shwzdd be' closed using the hilbrination and devices shown in Figure ITC -36. Standard: S. if the loft lull( lane i~ rlasf d a ,V4, i F r j i„(4y1t1(to)) (H2-?) sl,(all.l>e 1, Roision t-J/if2013 Pat+ae 6H-76 August 2011. 'rypical'1'raffic Control Sidewalk Closure and 13j7)ass,Sidenwllk Operutirut (Figure Standard: 1. When crosswalks or other pedestrian facilities are closed for relocated, tmnporary facilities shall be detectable and shaft include accessibility features consistent with the features present in the existing pedestrian facility. Guidance' _. if'Irere lu RIr s/eeds are aetk r1xtul rt tcnrp)tarn G a <1<uricr and, r! e ,_ s , ,i crust . ahuuld be used to separate the terrtpor aF v sidercalks Jrwn vehR.11lar traffic. 3. Audible information deviceshould he considered iviterc nthdblock cloant,s and chwr,,ed crosim/k ureus CV11se inadequate commtmkcation to beprowded to pedesmlans who have tisuul disahibues. 1. "I'{:rnporur,i' rn<tr'kings a'laoulrl he cnnsideredfi)r ape rutiarts e.t'c'e€erlirtg tlrr er d<tp.s' in dirratiun. O )� tics(: >. Otilv the #'"fC' detiice related to )ee'destrians are shown. Ottt°u' des'ice,. such i S lane closure signrn-+ or ROAD NARROWS (W5-1) sins may he used to control vrhit2ular trallic. 6, For nig*httinte closurrs, Ty'y)e A Flashinu wan)in;:light, pray he used on barricades Ill illsupfx>rt signs and close sidewalks. 7 Signs,such its KEE €' RI(iHl (Rl-V7R and KFIT l ITT (R4 -117(-t, nta.' be plaeecl alum ut tsn7r�.uv du null, to 0t dtrectp el atnans. Standard: 8. All sidewalk closures shall be closet( with Type 3 Barricadeis. august 2011 Lane Closure Operation - I''ar Side of an liitersection (Figure TTC-27.1) r 30'-12' 1_ 4 CHANNELIZiNG DEVICES IN ADVANCE-----� OF 'THE ARROW BOARD ILLUMINATED FLASHING AMBER ARROW TYPE 8 OR C 1: Revision t-4iU2015 Page 611-61 Ldp € (320-2 (V) WW r u <Z/ ,v< N", (Op ONAL) -112 L J.- --- .._.- ------ SE SEE L NOTE 3 S€ i L A _ eE Sidewalk Closure and Bypass Sidewalk Operation (Figure 'r`1'C-35,0) ttt� 20-19 € SOEWALK D TOUR SOESr ALK OWERSI A, > t t'PE 3 BARRICADE Page 61t-77 S3 oN 33S tv11N. F:4 -V71- KEEP !_EFi L �" SEE: NOTES 6&7 a; E a r t �t 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 1 SUITE 300 Y Nei[- t MIDLOTHIAN, VA KEEP TEL: (804) 419-0740 i K-- FAX: (804) 419-0759 RIGHT ft4-VIFi L E +'# a t W9 -3L 46 ,ia eoTE 1C v ac at VJ20-i Sidewalk Closure and Bypass Sidewalk Operation (Figure 'r`1'C-35,0) ttt� 20-19 € SOEWALK D TOUR SOESr ALK OWERSI A, > t t'PE 3 BARRICADE Page 61t-77 S3 oN 33S tv11N. F:4 -V71- KEEP !_EFi L �" SEE: NOTES 6&7 a; E a r t �t 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: DRAWING BY: RRP DATE: FEBRUARY 1, 2016 JOB NUMBER: 113001348 TI TLE: MOT DETAILS SHEET NUMBER: �T-502 COMMENTS: