Loading...
HomeMy WebLinkAboutSDP201600072 Plan - Approved Final Site Plan and Comps. 2018-01-09LEGEND EXISTING Sheet Number W WATER S s SANITARY SEWER ... STORM SEWER G GAS ® SANITARY MANHOLE PHASE II E&SC PLAN STORM MANHOLE ... I-} .... N..., CURB DROP INLET SITE PLAN YARD DROP INLET _..__ _...... VALVE SIGHT DISTANCE PROFILES FIRE HYDRANT ASSEMBLY SS CLEAN OUT MASTER DRAINAGE AREA MAP WATER METER LP SINGLE LAMP STREETLIGHT STORMWATER MANAGEMENT PLAN DOUBLE LAMP STREETLIGHT STORM SEWER PROFILES RIGHT OF WAY — _ PROPERTY LINE UTILITY PLAN DITCH/SWALE UTILITY PROFILES TREELINE UTILITY DETAILS RIP RAP UTILITY DETAILS CURB - -- CURB AND GUTTER PLANTING PLAN EDGE OF PAVEMENT --------- EASEMENT LIGHTING PLAN CONTOUR LINE U) FENCE—WIRE 0 - FENCE—WOODEN/VINYL O� UTILITY UNKNOWN COM COMMUNICATIONS E ELECTRIC . . . VEGETATION DRIP LINE — EDGE OF LANDSCAPE PROJECT CONTACT LIST APPLICANT/DEVELOPER LTD HOSPITALITY GROUP 1564 CROSSWAYS BOULEVARD CHESAPEAKE, VA 23320 TEL: (757) 420-0900 CONTACT: NEIL DESAI EMAIL: NDESAI@LTDHOSPITALI TY. COM OWNER LTD HOLLYMEAD LLC 1564 CROSSWAYS BOULEVARD CHESAPEAKE, VA 23,320 CIVIL ENGINEER K i m I ev >>> Horn KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DRIVE, SUITE 200 RICHMOND, VA 23230 TEL: (804) 672-4709 CONTACT: BRIAN BREWER, P.E. EMAIL: BRIAN.BREWER@KIMLEY–HORN.COM ARCHITECT NBJ ARCHITECTURE 11537 NUCKOLS ROAD, SUITE B GLEN ALLEN, VA 23059 TEL: (804) 273-9811 FAX: (804) 273-9843 CONTACT: NEIL BHATT EMAIL: NBHATT@NBJARCH.COM PROPOSED W W SS GAS o W W W w— SS W --I—I— W PLANNING FINAL SITE PLAN FOR AM T A Y I D �4 G -1800p, STAY9R-DGE JS U 7 E S TIMBER�WOOD BOULEVARD ALBEMARLE COUNTY, VA 22911 COM _°GE_ PARCEL ID: 03200-00-00-041QO SDP201600072 COMMUNITY DEVELOPMENT 401 MCINTIRE ROAD NORTH WING CHARLOTTESVILLE, VA 22902 TEL: (434) 296--5832 WATER/SEWER ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTN AP POAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 NATURAL GAS CITY OF CHARLOTTESVILLE 305 4TH STREET NW CHARLOTTESVILLE, VA 22903 TEL: (434) 970-3815 ELECTRIC DOMINION VIRGINIA POWER 701 E. CARY STREET RICHMOND, VA 23219 TEL: (804) 771-3655 TELEPHONE CENTURY LINK 1240 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 TEL: (434) 974-6928 A VSMP GENERAL CONSTRUCTION PERMIT IS REQUIRED FROM ALBEMARLE COUNTY FOR THIS SITE. ALBEMARLE COUNTY WILL RECEIVE THE REGISTRATION STATEMENT AND FEES AS WELL AS PERFORM COMPLIANCE INSPECTIONS. ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLANT SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE OFFICIAL CONSTRUCTION PLANS. 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. MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 (1-800-552-7001) VICINITY MAP PROJECT DATA APPROX. SCALE: 1" = 500' MAP PROVIDED BY ALBEMARLE COUNTY GIS ALBEMARLE COUNTY APPROVAL: DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNING AND ZONING» ENGINEERING INSPECTIONSARB DEPARTMENT OF FIRE AND RESCUE � ,- i r-�'.-/�� ALBEMARLE COUNTY SERVICE AUTHORITY S-�r) •✓� I ' '% VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT N/A - Site Statistics Project: Staybridge Suites Site Area: 2.02 acres GPIN: 499831935512 Parcel ID: 03200-00-00-041QO Street Address: N/A Location of property: Timberwood Blvd. and Laurel Park Lane Comprehensive Plan: Block Vlll of Hollymead Town Center, Area C Applicable Proffers: ZMA200100020 Zoning: Planned Development- Mixed Commercial (PD -MC) Corridor/Overlay: Entrance Corridor, Steep Slopes (Managed), Airport Impact Area Magisterial District: Rio Municipality: Albemarle County Building: 74,744 Sq. Ft. (19,744 Sq. Ft. Footprint) Building Coverage: 22% Build -to line: 0'-10' from edge of sidewalk Maximum Square Footage: 76,000 Sq. Ft. (Non -Residential) Total Site Impervious Area: 68,259 Sq. Ft. (157Ac.; 759/(')) Open Space: 22,521 Sq. Ft. (0.48 Ac.; 25%) Building Height: 46' Floodplain: Flood zone 'X' as shown on community parcel number 51003CO140D dated 02/04/2005. Parking Required: 103 Spaces (1 space per room) Parking Provided: 103 Spaces Interior Trees Required: 10 (1tree per 10 parking spaces) Interior Trees Provided: 11 This site does not lie within a water supply watershed. SHEET INDEX Sheet List Table Sheet Number Sheet Title CA -001 COVER SHEET CA -002 GENERAL NOTES CV -100 EXISTING CONDITIONS CE --101 DEMOLITION AND PHASE I E&SC PLAN E- i02 PHASE II E&SC PLAN CE -501 EROSION & SEDIMENT CONTROL DETAILS CS -101 SITE PLAN CS -501 SITE DETAILS CS -502 SIGHT DISTANCE PROFILES CG -100 GRADING PLAN CG -101 MASTER DRAINAGE AREA MAP CG -102 DRAINAGE AREA MAP CG -103 STORMWATER MANAGEMENT PLAN CG -501 STORM SEWER PROFILES CG -502 DRAINAGE DETAILS CU -101 UTILITY PLAN CU -201 UTILITY PROFILES CU -501 UTILITY DETAILS CU -502 UTILITY DETAILS CT -101 EASEMENT PLAN CP -101 PLANTING PLAN CP -102 LANDSCAPE NOTES AND DETAILS CL -101 LIGHTING PLAN TRIP GENERATION O z N 0- m Internal Avg AM AM PM PM ITE Capture Independent No. of Rate Daily AM PM Daily AM PM Trips Trips Trips Trips Code Land Use Land Use Description Variable Units or Eq Rate Rate Rate Trips Trips Trips In Out In Out 311 Retail All Suites Hotel Room(s) 103 Avg 4,90 0.38 0.40 506 39 41 21 18 18 23 R, E - z w 0 0 z 0 0 0 LLJ U) cn LLJ 0 0 Q LCQ 0 Cn Z 0 V) w L' I_I I I I I I IzI 4, LTH r x BRIAN J. BRE R Lic. No. 039045 'NAL O z N 0- m '-0 N 1 UQ Cn z> 0 (fio LL, Z �-o U) Q� w (_0 U= N � Un oU 00 U Cn00 U ELC< 0 c� 0 Q a0 m 0O r- 0 Q �_ ZN�o= <W z -ow 2 11100 J _ O� J _ LLJ � LLJ O CL v w � J U) 00 0 N J O� O O Q 4, LTH r x BRIAN J. BRE R Lic. No. 039045 'NAL F_ W W T rrr VJ ry W 0 C) z w 0- m '-0 1 Cn Cn m LLJ o� Cad_- wo U) w (_0 r \ Un m ELC< 0 c� 0 Q o m m Q �_ \ W 0 o w _ Cfl J U � U U LLJ v w � _ U) C� 0 U F_ W W T rrr VJ ry W 0 C) SHEET NUMBER CA -001 Q z_ W 1 U) J W 0 LL 0LILI 0 C) Q w d W 0 >_ � W Q 0 O U LLJ _J U) mow\ W Q SHEET NUMBER CA -001 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 COUNTY DESIGN STANDARDS MANUAL (DSM) 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 SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES WHETHER OR NOT SHOWN ON THE PLAN, AND SHALL REPAIR AT HIS OWN EXPENSE ALL UTILITIES DAMAGED BY CONSTRUCTION. FOLLOW MISS UTILITIES OF VIRGINIA POLICIES PRIOR TO DIGGING. 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 PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH THE LATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL 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. IIF 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 IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. F. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 2. NEITHER KIMLEY-HORN & ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDIITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL 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 TEST 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 N 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. DRAINAGE / STORMWATER NOTES 1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER - 1" SIZE, "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 5. ALL DROP INLETS AND CURB INLETS SHALL HAVE VDOT STD. IS -1 SHAPING AND ST -1 STEPS, WHERE APPLICABLE. 6. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 7. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION. 8. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. 9. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 10. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 11, 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. 12. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY, 13. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 14, AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. TRAFFIC CONTROL NOTES 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL PLAN. REQUIRED SHOP DRAWING SUBMITTALS: 1. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE FOLLOWING SHOP DRAWINGS: RETAINING WALLS 2. CONTRACTOR TO SUBMIT TO THE COUNTY ALL SHOP DRAWINGS REQUIRED BY THE COUNTY FOR THEIR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. ACSA WATER & SEWER GENERAL CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE: PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES„ AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A 3.5 FEET OF COVER MEASURED FROM THE TOP PIPE HALF ( ) OF OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES, 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ALBEMARLE COUNTY GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. I 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 opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edgeof pavement to the face of guardrail, and roadway shoulder widths shall be increased to 14. seven (7) feet. 15. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or 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 VDOT for public roads. 22. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 23. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. General construction notes for Erosion and Sediment Control plans 24. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 25. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 26. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 27. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 28. Prior to coumnencing 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. The contractor is responsible for installation of any additional erosion control measures 30. necessary to prevent erosion and sedimentation as determined by the plan approving authority. 31. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 32. During dewatering operations, water will be pumped into an approved filtering device. 33. The contractor shall inspect all erosion control measures periodically and after each runoff- producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made 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. Borrow 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 7:00am 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 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 43. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. 44. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 10001bs/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 Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100s£ Alternatives are subject to approved by the County erosion control inspector. 45. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume 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 stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. General 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. moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 49. Pipe and riser joints are to be watertight within stormwater management facilities. 50. For temporary sediment traps or basins which are to be converted to pennanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. .14 z w 0 0 z 0 U 0 w V) cn w 0 0 Q U) Z 0 V) w ctf 1-1 I I I I I Izl 0 z N 0- m N o UQ cn z� 0 �o vi o LLJz c=„ LLJ O L Qo o iJ=N� _ n 00000 O�C) d 00 U V) �O QN Q i z Qff) CL r 000 Q zN�= yw;:W Q Ld i m z -0w _ � D cc) J 0V z w 0 0 z 0 U 0 w V) cn w 0 0 Q U) Z 0 V) w ctf 1-1 I I I I I Izl NO,*,;ALTR- aryl 1 t&J BRIAN J. BRE R Lic. No. 039045 II/21/Zol7 � PXAL 0 z N 0- m N o UQ cn z� 0 �o vi o LLJz c=„ W O L Qo o iJ=N� _ n 00000 O�C) d 00 U V) �O QN Q i z Qff) CL r 000 Q zN�= yw;:W Q Ld i m z -0w _ � D cc) J 0V z 3 =�w� v) Z 0 LLJa C) w _ X 00 N J slams O §E 0 0 0 NO,*,;ALTR- aryl 1 t&J BRIAN J. BRE R Lic. No. 039045 II/21/Zol7 � PXAL J Lu LLJ I - Z0 rLu Z V VJ z W 0- m o cn cn 0 �o w� c=„ W O L o w _ n m O�C) d or) �O QN Q O. r °� Q o\ n o z m o L' _ (_0_J 0 z 3 v v) o C) w _ X cn o 0 v J Lu LLJ I - Z0 rLu Z V VJ W C W O L w _ n O�C) d or) CLO O. �� C -r n r� v) SHEET NUMBER CA -002 E - z D O U w Q w M Q i F17 I _ CONCRETE SIDEWALK TO BE DEMOLISHED %'} ,f �' ,' I t a ti , _ fA , GRAPHIC SCALE IN FEET 0 10 20 40 VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. : a , SYMBOL QUANTITY 3.02 CONSTRUCTION ENTRANCECE (ft) Gar, 4 a a 1 EA. 3.05 SILT FENCE SF X — X — X — X 685 LF - SUPER SILT FENCE SSF 340 LF 3.07 INLET PROTECTION IP 6 EA. 3.09 DIVERSION DIKEDD 3,871 433 LF 311 TEMPORARY RIGHT-OF-WAY DIVERSION RWD26 LF 3.09 DIVERSION i 1498 LF 3.13 SEDIMENT TRAP ST 1 EA. 3.38 TREE PROTECTION TP TP TP 1 EA. c�� U U U� W 0 �Q Q � { \. 0 o v O 0 F_ U IP F � .-, _ ....._...._-- f z z , � t t y 0 fl { y FULL DEPTH PAVEMENT {........,.... ...,, " w REPLACEMENT IN AREA _._._ ...... AFTER INSTALLATION OF w WATER LINE .... .. - W ... , LL 0 r - ' _.._. _ Q i ....... _{ O - i GRAPHIC SCALE IN FEET 0 10 20 40 VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY 3.02 CONSTRUCTION ENTRANCECE (ft) Gar, 4 a a 1 EA. 3.05 SILT FENCE SF X — X — X — X 685 LF - SUPER SILT FENCE SSF 340 LF 3.07 INLET PROTECTION IP 6 EA. 3.09 DIVERSION DIKEDD 3,871 433 LF 311 TEMPORARY RIGHT-OF-WAY DIVERSION RWD26 LF 3.09 DIVERSION Q� _ _ 1498 LF 3.13 SEDIMENT TRAP ST 1 EA. 3.38 TREE PROTECTION TP TP TP 1 EA. SOILS LEGEND 8C ELIOAK CLAY LOAM, 7 TO 15 PERCENT SLOPES 65B PACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPES 65C PACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPES LEGEND: LIMIITS OF DISTURBANCE DRAINAGE AREAS r• EXISTING TREE/SHRUB TO PAVEMENT/CURB & BE REMOVED GUTTER/ SIDEWALK TO BE DEMOLISHED SOIL TYPE XX SOIL BOUNDARY PHASE I SEQUENCE OF CONSTRUCTION 1. NOTIFY ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR PRIOR TO BEGINNING ANY LAND DISTURBANCE TO SCHEDULE A PRE -CONSTRUCTION MEETING. IF THE PROJECT DOES NOT COMMENCE FOR 180 DAYS AFTER THE PRE -CONSTRUCTION MEETING OR LIES DORMANT FOR IMORE THAN 180 DAYS DURING CONSTRUCTION, A NEW PRE -CONSTRUCTION MEETING MUST BE `.SCHEDULED BEFORE CONSTRUCTION CAN BEGIN AGAIN. 2. IINSTALL CONSTRUCTION ENTRANCE AS SHOWN ON THESE PLANS. CONTRACTOR TO KEEP EXISTING ROADS FREE OF DEBRIS AND SEDIMENT BUILD-UP AT ALL TIMES. 3. INSTALL PERIMETER SILT FENCE AND INLET PROTECTION AS SHOWN ON THIS PLAN. 4. INSTALL SEDIMENT TRAPS AND ASSOCIATED DIVERSION DIKES AS SHOWN ON THIS PLAN. (MAINTAIN POSITIVE DRAINAGE TO THE TRAP. 5. CLEAR AND GRUB AREAS WITHIN LIMITS OF DISTURBANCE AS SHOWN ON THIS PLAN. 6. LAND DISTURBANCE SHALL NOT OCCUR UNTIL THE INSTALLATION OF THESE INITIAL EROSION AND SEDIMENT CONTROL MEASURES IS APPROVED BY ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR. 7. ONCE DEMOLITION IS COMPLETE AND ALL EROSION CONTROL MEASURES ARE IN PLACE AND ,APPROVED, CONTRACTOR MAY BEGIN NEXT PHASE OF CONSTRUCTION. (REFER TO PHASE II ;SEQUENCE OF CONSTRUCTION SHOWN ON SHEET CE -102.) NOTES: 1. THIS DEMOLITION PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR RELOCATION OF ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION. SEDIMENT TRAP DESIGN Sediment Trap Design Contri b uti ng Dra i na ge Area 1.60 acres Wet/Dry Storage Required 134.0 cu yd/ac Wet/Dry Storage Required 5,789 cu ft z Equation for Estimated Storage S - A E B E C q g A= 259.379 B = -299,126.85 C = 86,238,505 Stage Area Storage Storage Volume Bottom of Trap Storage (cu yd) (ft) (sq ft) (cu ft) 580.00 1796 0 581.00 2,267 2,031 582.00 2,769 4,549 583.00 3,304 7,586 584.00 3,871 11,174 U) O Storage Volume Storage Volume Bottom of Trap 580.00 ft 0 cu ft 0 cu yd Sediment Cleanout Level 580.25 ft 485 cu ft 18 cu yd Top of Wet Storage 581.50 ft 3,243 cu ft 120 cu yd Top of Dry Storage 583.00 ft 7,623 cu ft 282 cu yd Top of Embankment 584.00 ft 11,192 cu ft 415 cu yd Freeboard Provided 12 inches Q _ z O n ry U) O z r� N 0- m Ul U N 0 6Q 7E cn z] LLJ) o �o U) M r` Qo 0 dt Q to oU00o 0 U) -00U W o\ Q _ z O n ry m o O r` o Q� _ _ z N co = Ld Q LLJI 3 z — Ow co � 0 (n � w � c�� U U U� W 0 �Q Q � CE -101 0 o U) O z r� N 0- m Ul U N 0 6Q 7E cn z] LLJ) o �o U) �z z Qo 0 dt Q to oU00o 0 U) -00U W o\ Q _ z O n ry m o O r` o Q� _ _ z N co = Ld Q LLJI 3 z — Ow co � 0 (n � w � W0 0 U U U� W 0 �Q S U 0 CE -101 0 v O 0 F_ � z z 0 0 U w w W 0 Q BRIAN J. BRE R Lic. No. 039045 ,t C!YNAL �' O z r� N 0- m Ul U N 0 6Q 7E cn z] LLJ) o �o U) �z Qo 0 dt Q to oU00o 0 U) -00U CL o o\ Q _ z O n ry m o O r` o Q� _ _ z N co = Ld Q LLJI 3 z — Ow co � 0 (n � w � W0 0 U U U� W 0 �Q S U SHEET NUMBER CE -101 0 O O 0 F_ BRIAN J. BRE R Lic. No. 039045 ,t C!YNAL �' z 0 Q Z --r CL z0 0U) - 06 W 0W 2U) W Q C) Z CL vJ z 0- 0- m Ul U 0 :�E cn 7E cn m LLJ) o CN U) 0 dt Q to m 0 m CL o o\ o m o Q� _ _ Q0 Ld U 3 w J U U U� W 0 CC L-) S U z 0 Q Z --r CL z0 0U) - 06 W 0W 2U) W Q C) Z CL vJ Q z_ W O W 0� LL 0 V Q `o cLL w�/ W M~ 0 O C I WI J W Q SHEET NUMBER CE -101 rn S IP Z' , .< A 'A A . r A• '� A p A •A V 1 A q . � �. �/� _ � �qR. W�D r 643 C`*3265 r R/W� r gM \ 68 0 >. I d 601 A Y A 600 BM t SO • IP . 4 e IP S . LO ` IP PROPOSED STAYBRIDGE SUITES _ f 4 FLOORS — 103 ROOMS sr / 74,744 Sq. Ft. p F r ppLO A. FIFE: 599.50' o so �.... r. O r j SITE AREA: 2.02± AC PARKING REQUIRED: 103 SPACES fs PARKING PROVIDED: 103 SPACES so �r t 595-11 t n C, ''a' ...,_ Pry � 's � ( • � '�'` I 599 •. ' . `/ SO I y '1 �.,,. ..a ..A a- a ....,.... AP I'� f •� i Y Ir .....L• Y \/ ► . 'p \ Ip A f 1 593T,I- IP d,. j �I O, Z VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PERCENT STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY r� Q Q CONSTRUCTION ENTRANCE CE a a o a 1 EA. 3.05 SILT FENCE SF X — X — X — X 685 LF 3.07 INLET PROTECTION IP 15 EA. 3.33 SODDING SO Qo 3.36 BLANKETS & MATTING BM O, Z SOILS LEGEND VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PERCENT STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY 3.02 Q Q CONSTRUCTION ENTRANCE CE a a o a 1 EA. 3.05 SILT FENCE SF X — X — X — X 685 LF 3.07 INLET PROTECTION IP 15 EA. 3.33 SODDING SO Qo 3.36 BLANKETS & MATTING BM w� SOILS LEGEND SC ELIOAK CLAY LOAM, 7 TO 15 PERCENT SLOPES 65B PACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPES 65C PACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPES LEGEND: LIMIJS OF DISTURBANCE DRAINAGE AREAS r i EXISTING TREE/SHRUB TO PAVEMENT/CURB & GUTTER BE REMOVED TO BE DEMOLISHED UTILITIES TO BE REMOVED – BUILDING TO BE OR RELOCATED DEMOLISHED SOIL TYPE XX SOIL BOUNDARY PHASE II SEQUENCE OF CONSTRUCTION 1. (CONTRACTOR TO INSPECT AND MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS/ADDITIONS BEFORE BEGINNING PHASE II IMPROVEMENTS. 2. BEGIN ROUGH GRADING. 3. INSTALL STORM SEWER AND INLET PROTECTION. 4. ONCE ROUGH GRADING IS SUFFICIENTLY IN PLACE TO DIRECT RUNOFF TOWARD DRAINAGE STRUCTURE OR SILT FENCE, REMOVE SEDIMENT TRAP IN COORDINATION WITH COUNTY INSPECTOR. 5. BEGIN INSTALLATION OF RETAINING WALLS AND UTILITIES. 6. POUR CONCRETE INCLUDING CURBING, PADS, AND SIDEWALKS. PERFORM FINE GRADING AND PLACE BASE STONE. 7. PAVE DRIVE AISLES 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 1.5 PERCENT AND LONGITUDINAL SLOPES SHALL NOT EXCEED 5 PERCENT. ACCESSIBLE PARKING AREAS SHALL NOT EXCEED 1.5 PERCENT SLOPE IN ANY DIRECTION. 8. STABILIZE ALL REMAINING NON–PAVED AREAS WITH PERMANENT SEEDING OR SOD (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 PUBLIC WORKS DEPARTMENT. 9. FLUSH, REMOVE, AND DISPOSE SEDIMENT FROM STORM DRAINAGE SYSTEM. GRAPHIC SCALE IN FEET 0 10 20 40 I_I I I Izi 0 Q _z N r� R"4 N r U Q z> Vo LJz m z Qo m U= N 00000 w� 00 U w �. C/)E W Q0 n Q 000 r1. w ry _ <N LO n z—0w o\ .oD 00 _j o = w 0 w wC)0� (-D o J U w �Q U V) 0 00 0 N J H,. O� U 0 0 U I_I I I Izi 0 Q _z N r� R"4 N b� o� 11/21/2017,' U Q z> Vo LJz z Qo m U= N 00000 w� 00 U w �. C/)E W Q0 n Q 000 r1. w ry _ <N LO n z—0w o\ .oD 00 _j o = w 0 w wC)0� (-D o J U w �Q U V) 0 00 0 N J H,. O� U 0 0 U U) Z z 0 U) 0 U W m o w cn cn w Q Q Q I_I I I Izi ��p,LTH 0 Q _z N r� R"4 N b� o� 11/21/2017,' U Q z> Vo LJz a_ cn Qo m U= N 00000 w� 00 U w �. C/)E Q0 n Q 000 r1. w ry _ <N LO n z—0w o\ .oD 00 _j o = w 0 w wC)0� (-D o J U w �Q U V) 0 00 U N J H,. O� U 0 0 ��p,LTH Q _z W v BRIAN I BRE R"4 Lic. No. 039045 b� o� 11/21/2017,' L Ldo z 0 a_ cn m V) m Do w� c=n w �. Q0 Q u, r1. w ry _ m n �� o\ z 0 0 o 0 w _ _ (-D o J U w U V) 0 c� U z Q rW v ) C' Q U) 112- W W VJ Q _z W `D r W O LL_ w �. Q co r1. w ry _ ~ -- CL r) z 0 0 cLJ LLJ w SHEET NUMBER CE -1 02 `J 1-1 ,FjC ­, E I ILI LI LL 1-1 1-1 U, -C 6 _ J Q I- .- w - O I r, r -) n F,LF I- :5 O CF fn �- I1 n U) ',t w F, In I - I- LL] CJ I (n qj Ill ,ll V) 5 U LL ..FI Q (1, -) U a, U) ll � t 2 -0 r 0 ,, Un o -. O L, -r CD O fl) > r; C- I. c _- s I- 2, a 1 f, , CD I 't- 2, 0 O C` - cli U C2 E ) 0 7 S' li _/� -r J Q IJ O t J,L O k - n r i, , - = Q- W (10 _ ' ri U ,--) (n = L W ,L, 0 r', Ln W uL ,J t. 3 rP T. - 0 111 __j L, C) ,, _= \/ r` � F-, ,,, F vl I - - 1) - a, 1-1 _�__ t' (ft TI (L) Qf i L, r r z- ,1t - 0- nL M ID If) 0 .- F, F - PROJECT DESCRIPTION THIS PROJECT CONSISTS OF IMPROVEMENTS ASSOCIATED WITH A NEW STAYBRIDGE SUITES HOTEL TO BE LOCATED IN ALBEMARLE COUNTY, VIRGINIA, AT THE INTERSECTION OF TIMBERWOOD BOULEVARD AND LAUREL PARK LANE. THE SUBJECT SITE iS CURRENTLY A GRADED PAD SITE LOCATED ON BLOCK 8 OF THE HOLLYMEAD TOWNCENTER MASTER DEVELOPMENT PLAN. PROPOSED IMPROVEMENTS INCLUDE A NEW 75,599± SQUARE -FOOT BUILDING, DRIVE AISLES, PARKING AREAS, CURBING, WATER AND SEWER CONNECTIONS, AND A STORM DRAINAGE NETWORK. SITE WORK INCLUDES MINOR CLEARING, GRADING, RETAINING WALL, UTILITY INSTALLATIONS, PAVING, AND LANDSCAPING. THE PROPOSED SITE WILL BE APPROXIMATELY 72% IMPERVIOUS. THE PROPOSED LAND DISTURBANCE ENCOMPASSES 2.08± ACRES. ACCESS TO THE SITE WILL BE PROVIDED BY TWO PROPOSED ACCESS DRIVES ON THE EASTERN SIDE OF THE PROPOSED SITE. THESE ACCESS DRIVES PROVIDE CONNECTIONS TO LAUREL PARK LANE. PROJECT BIDDING, GENERAL CONTRACTOR SELECTION, AND CONSTRUCTION OPERATIONS ARE EXPECTED TO BEGIN ONCE THE PERMITTING PROCESS IS COMPLETE. EXISTING SITE CONDITIONS CURRENTLY, THE SUBJECT SITE IS A GRADED PAD SITE LOCATED ON BLOCK 8 OF THE HOLLYMEAD TOWNCENTER MASTER DEVELOPMENT PLAN. ELEVATIONS RANGE FROM APPROXIMATELY 572 FEET TO 604 FEET WITH RELATIVELY STEEP SLOPES WITHIN THE SITE LIMITS. ADJACENT AREAS THE SUBJECT SITE IS BORDERED BY TIMBERWOOD BOULEVARD TO THE SOUTH, LAUREL PARK LANE TO THE EAST AND NORTH, MEETING STREET TO THE WEST AND AN OPEN SPACE PARK TO THE EAST. 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. CONCRETE SIDEWALK IS PROPOSED ALONG MEETING STREET AND TIMBERWOOD BOULEVARD. THE EXISTING SIDEWALK AT THE INTERSECTION OF TIMBERWOOD (BOULEVARD AND MEETING STREET WILL BE REPLACED. SOME MILL AND REPLACE WILL BE REQUIRED AT THE SOUTH END OF LAUREL PARK LANE TO INSTALL AN ADDITIONAL FIRE HYDRANT ASSEMBLY. NO OTHER OFF-SITE LAND DISTURBANCE IS NECESSARY OR PROPOSED WITH THIS PROJECT. SOILS A GEOTECHNICAL REPORT IS NOT AVAILABLE AT THIS TIME. SOIL DATA WAS OBTAINED FROM USDA WEBSOIL SURVEY. MAP UNIT: 28C3-ELIOAK CLAY LOAM, 7 TO 15 PERCENT SLOPES, SEVERELY ERODED 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. 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 4E. THIS SOIL DOES NOT MEET HYDRIC CRITERIA. MAP UNIT: 6513-PACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPES COMPONENT: PACOLET (80%) THE PACELOT COMPONENT MAKES UP 80 PERCENT OF THE MAP UNIT. SLOPES ARE 2 TO 7 PERCENT. THIS COMPONENT IS ON INTERFLUVES, UPLANDS. THE PARENT MATERIAL CONSISTS OF RESIDUUM WEATHERED FROM GRANITE AND GNEISS. 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 1 PERCENT. NONIRRIGATED LAND CAPABILITY CLASSIFICATION IS 2E. THIS SOIL DOES NOT MEET HYDRIC CRITERIA. MAP UNIT: 65C-PACELOT SANDY LOAM, 7 TO 15 PERCENT SLOPES COMPONENT: PACELOT (80%) THE PACOLET COMPONENT MAKES UP 80 PERCENT OF THE MAP UNIT. SLOPES ARE 7 TO 15 PERCENT. THIS COMPONENT IS ON INTERFLUVES, UPLANDS. THE PARENT MATERIAL CONSISTS OF RESIDUUM WEATHERED FROM GRANITE AND GNEISS. DEPTH TO A ROOT RESTRICTIVE LAYER IS GREATER THAN 60 INCHES. THE NATURAL DRAINAGE CLASS iS WELL DRAINED. WATER MOVEMENT IN THE MOST RESTRICTIVE LATER 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 1 PERCENT. NONIRRIGATED LAND CAPABILITY CLASSIFICATION IS 4E. 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 RUN NORTH TO SOUTH THROUGH THE PARKING LOT AND ISLANDS IN THE CENTER OF THE SITE. AS A RESULT, THE PROPOSAL IS TO BUILD SEVERAL NEW RETAINING WALLS THAT FIT 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 AiND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER WIRE SCREEN CONCRETE BLOCK s ■�■ ______1 1 ■� _ I - -------- 1- �� GRAVEL FILTER WIRE SCREEN FILTERED WATER SE OVERFLOW RUNOFF -� WATER WUH DIMENT DROP INLET WITH GATE IM - SEDIMENT .- SPECIFIC APPLICATION THIS 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. w GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURB INLET __= c:,T - yam- /' WIRE SCREEN CONCRETE BLLOCK - _ GRAVEL FILTER RUNOFF OVERFLO�\ FILTERED WATEEk WATER WITH SEDIMENT - - ll II r I SEDIMENT II ii (III WIRE SCREEN - 2" X 4" WOOD STUD CURB INLEIT SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT' CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSiARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGRIEGATE PLATE. 3.07-3 SOURCE: VA. DSWC 19e 3102 `,'TONE C'0.'4STR'1 C 10, I,NTRAJINT 1 , 2 / 91DEEL VADON I ,:: I 11 _1111 ..... E- - t... ,x„s "`-' LPLAN VIEW I . "" __- �._........._._._. - _.. s. ` 1111... a 'l.EcCON a 111.11, 11Y - I I :I I ?> 1T ..,r - 11 - _a ..n 11 :...Iip > ,- F'JTIOPd B B _11 .11 __ 1111_ ...... .... i S--: Ad p I r, .n 19S', 1t_,�j 5I ) r L5oii PSN, 10?_1 L� 'g,i Rrd r , 0'n,"], O'd Vd-Di%( Sit. Q PLATE 3.07-8 SILT FENCE DROP INLET PROTECTION 2 X i WOOD FRAME Dr.P U,ET Wrµ GRATE T �� 1.5' MAX. �� FRAME I - � - r S� �\ MIN. - /�/�� _/ GATHER XCESS "�1 AT CORNERS T - PERSPECTIVE VIEWS STAKE FABRIC I`� VJ I / ZIP "- VIII \ c ELEVATION OI 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 57) WHERE THE INLET SHEET OR OVERLAND FLO)WS (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. GRAVEL CURB INLET SEDIMENT FIL TER \\_ _� _ l- \ -` - - � � r GRAVEL FILTER _ 12^ RUNOFF WATER � WIRE MESH FILTERED WATER 4 :. 11 -� II - II - - _ If SEDIMENT SII ( J CONCRETE GUTTER 12" Vi CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PRO'TECT'ION 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 DE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 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'MAX. �� � 7 , % i J H ` -� - / ¶J¶ j� ' G /J (III T l �L FLOW- - / -- - IIIA - III 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. - II° % ` ?° 1111 0 I--- - - - - W � �" FLOW =III SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) FLOW A B ux A \\\ �� p , \ \"I'll, IIIIII I POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION)_ SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual 1956 PLATE 3.07-1 "`Pwu wand (cont rarer ±fanners Ear NeaEment control,vi, me Four. j.uo-2 Sherwocd and W ant 2.a" DL Mf TAI. Ff:N('R PIlS'IS :1111. CWIN LINK fls` , MR ONE 'Coara WNK YEFOX -, \\ LAYER OF FILTER FADk;t' hTT,At'e80 TO TT 1111. FILTER FAf3P.iC--^.,.`�, \ -_ -10' MAX.-----� /f I r 1 c \ r . k I t� .e ux �t ;:vuu-rukne `� .1 ! ( FAB I, 'TLE t F f\ - r-GROL'ND eV,`1CFi0UN - 'VT2 I .t t - 'i V O VI A Do' F:I P STI F -1111 . I. FIL'E'R PF ,V`C SIN b+IATGM OF d" irVfE THRVC.fV r - 1-10- i SF; h -__g- X..__. X_......_X fX:TIU>ti _VIE,41_ , SUPPf' SILT FENCE T�yy�+ ( NO tit'ALE N C IN Chair luA f icn nhail be d9" nbo , Breda RK S" embedded ro x total fabric idt} t i'!" The post A-11 be 4K" above grade with iV PI Tai beinw grade (witbnut cuucrete) tar a total length or 7,2 NOTES L' a stwli be ,.U, d I to re f. i L k r t y ace Nests with wtie Ues. 2. N o, f b' }{,LI be ',a-(e.ed ly t chain luck (ante with ties spaced hart Or.fly 4 't the toy ani urd ti :l. TO, -I pp ``eitiea oP rbc CRIT talar, `hall , t_in? fo the i.atest edf Gory of TIL VIR(HNIA EROB1UN k b&UiS4RNT Gt11T'R(St. FIik OHUUK. 4, When two tFolgss of Piltcr Pnhric adjoin each oU.er, fhcy ehaA3 ba vert gipped. tp E . V btef`0'G,"ce hz be T• formed a .add d a I"ral shs11 ba removed When sediment bORIMIP machos SOX Of the height of the. ,Tine( eitt fence. Fef. Sec. ti-Ot10.9, t. rrtlo,3a PIATF, NO. STI). NO. SUPER SILT FENCE NO SCALE Res. I -on, zoo F rent l -:I I Vr^T C( TEMPORARY RIGHT -OF --WAY DIVERSIONS a TYPICAL GRAVEL STRUCTURE TYPICAL EARTHEN STRUCTURE Vs. SWCC Plate 3.11 - _11__. STOCKPILING - TOPSOIL SHALL BE STOCKPILED IN SUCH A MANNER THAT NATURAL DRAINAGE IS NOT OBSTRUCTED AND NO OFF-SITE MINIMUM STANDARDS (4VAC50-30-40) (APPLICATION DATES FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF SEDIMENT DAMAGE SHALL RESULT. STABILIZE OR PROTECT STOCKPILES IN ACCORDANCE WITH MINIMUM STANDARD #2. THE SIDE SLOPES OF ;Sept, t -Feb. 15 50r50 PAEx of Annual Ryegras: {!aliwn m,fti Flolum) & Cereal (NJimer) Rye (Inv.aKe Cereals) WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED ONTO ROADWAYS WILL NOT BE THE STOCKPILE SHALL NOT EXCEED 2H:1V. PERIMETER CONTROLS MUST BE PLACED AROUND THE STOCKPILE IMMEDIATELY; SEEDING OF STOCKPILES SHALL AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WiTH 60-100(Ubstacre) PERMITTED UNDER ANY CIRCUMSTANCES. BE COMPLETED WITHIN 7 DAYS OF THE FORMATION OF THE STOCKPILE, IN ACCORDANCE WITH STD. AND SPEC. 3.31 THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: r- Tail Fescue` (TEMPORARY SEEDING). IF IT IS TO REMAIN DORMANT FOR LONGER THAN 30 DAYS (REFER TO MINIMUM STANDARD #1 AND .#2)• 1. PERMANENT OF TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS _ � 3.05 SILT FENCE - A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED Genera' >I,ee f3'1 or less} AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE N ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED WILL BE PROVIDED AROUND MUCH OF THE PERMANENT STABILIZATION - PERMANENT STABILIZATION WILL BE ACHIEVED WITH SEEDING AS SHOWN ON THE LANDSCAPING AND PHASE II APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT '_1 SITE PERIMETER AND PARALLEL TO SLOPED AREAS. THE PURPOSE OF THIS PRACTICE IS TO INTERCEPT AND EROSION CONTROL PLAN SHEETS OF THE SITE PLAN FOR ALL VEGETATED AREAS. CONCRETE, PAVEMENT, AND OTHER IMPERVIOUS SURFACES FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT Lbw PJieinte[tanca Siooe DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER WILL STABILIZE THE REMAINDER OF THE SITE. DORMANT FOR MORE THAN ONE YEAR. I- - 00 J TO PREVENT SEDIMENT FROM LEAVING THE SITE. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH STORMWATER MANAGEMENT 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR =�w� RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE 1 when gar � „ t , t i JatiellL^S C1, t11ff ITS"� GSt; the �flr4lrlia (:ra irn - t0 ( 1 9 - P a vunenl <. uc aGun l i I U rFf.:omm(naec3 PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION 4 r , eJ � VClfi Fe .urr_nt f r vs Y IMMEDIATELY. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM REFER TO SHEETS CG -102 AND CG -502 FOR STORMWATER MANAGEMENT SUMMARY AND DETAILS. AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL � END RUNS AND UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE fl- 3: INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. Annual Rye II 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 INSPECTIONS AND MAINTENANCE 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY w MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. ANY THE PURPOSE OF SITE INSPECTIONS IS TO ASSESS PERFORMANCE OF POLLUTANT CONTROLS. THE INSPECTIONS SHALL BE CONDUCTED BY 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. :�i :-: SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED THE OPERATOR'S DESIGNATED E&S INSPECTOR. IF DEFICIENCIES IN THE EROSION AND SEDIMENT CONTROL MEASURES ARE DETERMINED, THEY 4" SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP 0 TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. SHALL BE RECORDED ON THE INSPECTION FORM BY THE OPERATOR AND CORRECTIVE ACTION SHALL BE INITIATED BY THE OPERATOR WiTHIN SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE THE TIME FRAME SPECIFIED BELOW. FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 3.07 STORM DRAIN INLET PROTECTION - A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSION I z STORM DRAIN DROP INLET OR CURB INLET WILL BE PROVIDED AT ALL INLET LOCATIONS WITHIN THE LIMITS OF IMMEDIATELY AFTER INSTALLATION. :DBETWEEN DISTURBANCE. THE PURPOSE OF THIS PRACTICE IS TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE THE TIME THE SWPPP IS IMPLEMENTED AND FINAL SITE STABILIZATION IS ACHIEVED ALL DISTURBED AREAS AND POLLUTANT 6. SEDIMENT TRAPS R PS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL O O SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. THE STRUCTURE SHALL BE CONTROLS MUST BE INSPECTED AT THE FREQUENCY BELOW: DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE TRAP 0 LLJ RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN AT LEAST ONCE EVERY FIVE BUSINESS DAYS AND NO LATER THAN 48 HOURS FOLLOWING A MEASURABLE STORM EVENT. IN THE EVENT THAT A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF Can DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER A MEASURABLE STORM EVENT OCCURS WHEN THERE ARE MORE THAN 48 HOURS BETWEEN BUSINESS DAYS, THE INSPECTION SHALL BE DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. m THAT IT WILL NOT ERODE. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING CONDUCTED ON THE NEXT BUSINESS DAY. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER W DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. ON THESE INSPECTIONS, THE OPERATOR SHALL DECIDE WHETHER IT IS NECESSARY TO MODIFY THIS SWPPP, ADD OR RELOCATE 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 oBASED d SEDIMENT BARRIERS, OR INSTITUTE OTHER ACTIONS REQUIRED IN ORDER TO PREVENT POLLUTANTS FROM LEAVING THE SITE VIA STORM WATER AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A Q 3.09 DIVERSION DIKE - A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A RUNOFF. THE OPERATOR HAS THE DUTY TO REPAIR, MODIFY, MAINTAIN, OR SUPPLEMENT POLLUTANT CONTROL MEASURES AND TAKE DITHER TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SLOPING DISTURBING AREA. THE PURPOSE OF THIS PRACTICE IS TO DIVERT STORM RUNOFF FROM UPSLOPE ACTIONS NECESSARY TO ACHIEVE EFFECTIVE POLLUTANT CONTROL SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE DRAINAGE AREAS AWAY FROM UNPROTECTED DISTURBED AREAS AND SLOPES TO A STABILIZED SLOPE AND TO DIVERT SEDIMENT -LADEN RUNOFF FROM A DISTURBED AREA TO A SEDIMENT -TRAPPING FACILITY SUCH AS A THE OPERATOR MAY INSTALL A RAIN GAUGE AT THE SITE TO DETERMINE SITE SPECIFIC RAINFALL CONDITIONS OR MUST PROVIDE ESTIMATES SEDIMENT BASIN IS UTILIZED. - SEDIMENT TRAP OR SEDIMENT BASIN. THE MEASURE SHALL BE INSPECTED AFTER EVERY STORM AND REPAIRS OF RAINFALL AT THE PROJECT SITE AND PROVIDE INFORMATION AS TO HOW THE ESTIMATES WERE GENERATED. FOR PURPOSES OF PERMIT 7. MADE TO THE DIKE, FLOW CHANNEL, OUTLET OR SEDIMENT TRAPPING FACILITY, AS NECESSARY. ONCE EVERY COMPLIANCE, IT IS STRONGLY RECOMMENDED THAT THE OPERATOR INSTALL A RAIN GAUGE AT THE PROJECT SITE. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. TWO WEEKS, WHETHER A STORM EVENT HAS OCCURRED OR NOT, THE MEASURE SHALL BE INSPECTED AND EXAMPLES OF PARTICULAR ITEMS TO BE EVALUATED DURING SITE INSPECTIONS ARE LISTED BELOW, THIS LIST IS NOT INTENDED TO BE 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. REPAIRS MADE IF NEEDED. DAMAGES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUST BE COMPREHENSIVE. DURING EACH INSPECTION, THE OPERATOR'S INSPECTORS MUST EVALUATE OVERALL POLLUTANT CONTROL SYSTEM B. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE REPAIRED BEFORE THE END OF EACH WORKING DAY. PERFORMANCE, AS WELL AS THE EFFECTIVENESS OF SYSTEM COMPONENTS. ADDITIONAL FACTORS SHOULD BE CONSIDERED AS APPROPRIATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 3.11 TEMPORARY RIGHT-OF-WAY DIVERSION - A RIDGE OF COMPACTED SOIL OR LOOSE ROCK OR GRAVEL TO THE CIRCUMSTANCES. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE CONSTRUCTED ACROSS DISTURBED RIGHTS-OF-WAY AND SIMILAR SLOPING AREAS. THE PURPOSE OF THIS A. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. A PROVIDED. PRACTICE IS TO SHORTEN THE FLOW LENGTH WITHIN A SLOPING RIGHT-OF-WAY, THEREBY REDUCING THE STABILIZED CONSTRUCTION ENTRANCE WILL BE CONSTRUCTED WHERE VEHICLES ENTER AND EXIT. THIS ENTRANCE WILL BE MAINTAINED OR 10, ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT EROSION POTENTIAL BY DIVERTING STORM RUNOFF TO A STABILIZED OUTLET. THE PRACTICE SHALL BE SUPPLEMENTED AS NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE SITE ON VEHICLES. SEDIMENT TRACKED ONTO PUBLIC SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE INSPECTED AFTER EVERY RAINFALL AND REPAIRS MADE IF NECESSARY. AT LEAST ONCE EVERY TWO WEEKS, ROADWAYS MUST BE SHOVELED OR SWEPT FROM THE ROADWAY AND RE -DEPOSITED ON SITE IN A MANNER THAT MINIMIZES ITS OFFSITE TREATED TO REMOVE SEDIMENT, WHETHER A STORM HAS OCCURRED OR NOT, THE MEASURE SHALL BE INSPECTED AND REPAIRS MADE IF RELEASE POTENTIAL. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, NEEDED. RIGHT-OF-WAY DIVERSIONS, WHICH ARE SUBJECT TO DAMAGE BY VEHICULAR TRAFFIC, SHOULD BE ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LiNING SHALL BE RESHAPED AT THE END OF EACH WORKING DAY. B. SEDIMENT BARRIERS MUST BE INSPECTED AND, IF NECESSARY, THEY MUST BE ENLARGED OR CLEANED IN ORDER TO PROVIDE ADDITIONAL INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. CAPACITY. ALL MATERIAL EXCAVATED FROM BEHIND SEDIMENT BARRIERS SHALL BE STOCKPILED ON THE UP SLOPE SIDE OF THE BARRIER. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE 3.12 DIVERSION - A CHANNEL CONSTRUCTED ACROSS A SLOPE WITH A SUPPORTING EARTHEN RIDGE ON THE ADDITIONAL SEDIMENT BARRIERS MUST BE CONSTRUCTED AS NEEDED. SEDIMENT MUST BE REMOVED FROM SEDIMENT TRAPS AND SEDIMENT BASINS DESIGN C IN WHEN THE N APACITY HAS BEEN REDUCED BY 50%. ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT LOWER SIDE. THE PURPOSE OF THIS PRACTICE IS TO REDUCE SLOPE LENGTH AND TO INTERCEPT AND DIVERT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS STORMWATER RUNOFF TO STABILIZED OUTLETS AT NON-EROSIVE VELOCITIES. BEFORE FINAL STABILIZATION, THE C. INSPECTIONS WILL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO RAINFALL FOR AND COFFERDAMS. EARTHEN FILL MAY BE SUED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER DIVERSION SHOULD BE INSPECTED AFTER EVERY RAINFALL AND AT LEAST ONCE EVERY TWO WEEKS. SEDIMENT EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. IF NECESSARY, THE MATERIALS MUST BE COVERED MATERIALS. SHALL BE REMOVED FROM THE CHANNEL AND REPAIRS MADE AS NECESSARY. SEEDED AREAS WHICH FAIL TO OR ORIGINAL COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE CONSTRUCTED, IF NEEDED, IN ORDER 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY ESTABLISH A VEGETATIVE COVER SHALL BE RESEEDED AS NECESSARY. TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS. SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 3.13 TEMPORARY SEDIMENT TRAP - A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN 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 14. ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORK IN OR CROSSING LIVE EMBANKMENT WITH A STONE OUTLET. THE PURPOSE OF THIS PRACTICE TO DETAIN SEDIMENT LADEN RUNOFF BEEN PAVED OR COVERED BY BUILDING(S). PERMANENT STABILIZATION IS NOT CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS WATERCOURSES SHALL BE MET. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED FROM SMALL DISTURBED AREAS LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVAL FROM THE D. ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN BASIN SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT WILL NOT ERODE AND CAUSE IMPACTS TO RECEIVING WATERS. ADDITION TO OTHER APPLICABLE CRITERIA: SEDIMENTATION PROBLEMS. FILTER STONE SHALL BE REGULARLY CHECKED TO ENSURE THAT FILTRATION BASED ON INSPECTION RESULTS, ANY MODIFICATION NECESSARY TO INCREASE EFFECTIVENESS OF THIS SWPPP TO AN ACCEPTABLE LEVEL A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY OPENED AT ONE TIME. PERFORMANCE IS MAINTAINED. STONE CHOKED WITH SEDIMENT SHALL BE REMOVED AND CLEANED OR REPLACED. THE STRUCTURE SHOULD BE CHECKED REGULARLY TO ENSURE THAT IT IS STRUCTURALLY SOUND SHALL BE MADE BY THE OPERATOR WITHIN SEVEN CALENDAR DAYS OF THE INSPECTION ALL MODIFICATIONS TO THE SWPPP DOCUMENT AND B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. H AND HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. THE HEIGHT OF THE STONE OUTLET APPROVED PLAN WILL BE NOTED ON THE CONSTRUCTION PLANS. THE INSPECTION REPORTS MUST BE COMPLETED ENTIRELY AND ADDITliONAL REMARKS SHALL BE INCLUDED IF NEEDED TO FULLY DESCRIBE A SITUATION. AN IMPORTANT ASPECT OF THE INSPECTION REPORT IS THE EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SHOULD BE CHECKED TO ENSURE THAT ITS CENTER IS AT LEAST 1 FOOT BELOW THE TOP OF THE DESCRIPTION OF ADDITIONAL MEASURES THAT NEED TO BE TAKEN TO ENHANCE PLAN EFFECTIVENESS. THE INSPECTION REPORT MUST SEDIMENT SEDIMENT TRAPPING DEVICE, BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT EMBANKMENT. IDENTIFY WHETHER THE SITE WAS IN COMPLIANCE WITH THE SWPPP AT THE TIME OF INSPECTION AND SPECIFICALLY IDENTIFY ALL INCIDENTS FLOWING STREAMS OR OFF-SITE PROPERTY. OF NON-COMPLIANCE. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE 3.33 SODDING - STABILIZING FINE -GRADED DISTURBED AREAS BY ESTABLISHING PERMANENT GRASS STANDS INSPECTION REPORTS WILL BE KEPT ON FILE BY THE OPERATOR AS AN INTEGRAL PART OF THIS SWPPP FOR AT LEAST THIRTY SIX MONTHS EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. WITH SOD. THE PURPOSES OF THIS PRACTICE ARE TO ESTABLISH PERMANENT TURF IMMEDIATELY, TO PREVENT FOLLOWING THE MONTH THE NOTICE OF TERMINATION IS FILED WITH ALBEMARLE COUNTY. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. EROSION AND DAMAGE FROM SEDIMENT AND RUNOFF BY STABILIZING THE SOIL SURFACE, TO REDUCE THE PRODUCTION OF DUST AND MUD ASSOCIATED WITH BARE SOIL SURFACES, TO STABILIZED DRAINAGEWAYS OF THE OPERATOR TO ENSURE IT IS THE RESPONSIBILITY NSURE THE ADEQUACY OF SITE STORM WATER POLLUTANT DISCHARGE CONTROLS 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE WHERE CONCENTRATED OVERLAND FLOW WILL OCCUR, AND FOR USE AS A FILTERING DEVICE FOR SEDIMENTS IN PHYSICAL SITE CONDITIONS, WEATHER CONDITIONS OR OPERATOR PRACTICES MAY MAKE IT NECESSARY TO INSTAL MORE STRUCTURAL MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURF ACE. WHERE AREAS PRIOR TO ACHIEVING PERMANENT STABILIZATION. DURING THE 2 TO 3 WEEK ESTABLISHMENT RANGE, CONTROLS THAN ARE SHOWN ON THE PLANS. (FOR EXAMPLE. LOCALIZED CONCENTRATIONS OF RUNOFF COULD MAKE IT NECESSARY TO) SEDIMENT IST TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED SOD SHALL BE WATERED AS NECESSARY TO MAINTAIN ADEQUATE MOISTURE IN THE ROOT ZONE AND PREVENT INSTALL ADDITIONAL SEDIMENT BARRIERS.) ASSESSING THE NEED FOR ADDITIONAL CONTROLS AND IMPLEMENTING THEM OR ADJUSTING THOROUGHLY AT THE END OF EACH DAY. SE SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR DORMANCY OF SOD. NO MORE THAN ONE THIRD OF THE SHOOT (GRASS LEAF) SHOULD BE REMOVED IN ANY EXISTING CONTROLS ARE KEY ASPECTS OF THE EFFECTIVENESS OF THIS SWPPP UNTIL THE SITE ACHIEVES FINAL STABILIZATION SHOULD A SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL6 BE ALLOWED ONLY MOWING. GRASS HEIGHT SHOULD BE MAINTAINED BETWEEN 2 AND 3 INCHES UNLESS OTHERWISE SPECIFIED. AFTER THE FIRST GROWING SEASON, ESTABLISHED SOD WILL REQUIRE FERTILIZATION AND MAY REQUIRE LIME. CONTROL FAIL, BE BYPASSED OR OTHERWISE BE INEFFECTIVE IN MAINTAINING SEDIMENTS ONSITE AND RELEASING SEDIMENT OFFSITE THE OPERATOR t. WILL PROVIDE NOTIFICATION TO ALBEMARLE COUNTY IN ACCORDANCE WITH PART III. G. OF THE VPDES STORM WATER GENERAL AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS FOLLOW SOIL TEST RECOMMENDATIONS WHEN POSSIBLE, OR APPLY MAINTENANCE LEVELS AS OUTLINED IN PERMIT, AS NECESSARY. WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 18, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL TABLE 3.33-B. IF IT IS DETERMINED BY THE OPERATOR'S INSPECTOR THAT THERE HAS BEEN AN UPSET OR BYPASS OF THE CONTROL MEASURES RESULTING SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED IN A RELEASE OF SEDIMENT TO STATE WATERS, THE OPERATOR'S INSPECTOR SHALL REPORT THE BYPASS OR UPSET TO ALBEMARLE COUNTY BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE 3.36 - SOIL STABILIZATION BLANKETS & MATTING - THE INSTALLATION OF A PROTECTIVE COVERING WITHIN 24 HOURS OF DISCOVERY OF THE UNANTICIPATED BYPASS OR UPSET. DISPOSITION OF TEMPORARY MEASURE SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND (BLANKET) OR A SOIL STABILIZATION MAT ON A PREPARED PLANTING AREA OF A STEEP SLOPE, CHANNEL OR SEDIMENTATION. SHORELINE. THE PURPOSE OF THIS PRACTICE IS TO AID IN CONTROLLING EROSION ON CRITICAL AREAS BY WITHIN FIVE DAYS OF MAKING THE VERBAL REPORT TO ALBEMARLE COUNTY, A WRITTEN REPORT SHALL BE SUBMITTED BY THE OPERATOR 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT PROVIDING A MICROCLIMATE WHICH PROTECTS YOUNG VEGETATION AND PROMOTES ITS ESTABLISHMENT. IN CONTAINING: DEPOSITION, EROSION AND DAMAGE DUE TO INCREASE IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER ADDITION, SOME TYPES OF SOIL STABILIZATION MATS ARE ALSO USED TO RAISE THE MAXIMUM PERMISSIBLE • A DESCRIPTION OF THE NATURE AND LOCATION OF THE DISCHARGE; RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING P__ VELOCITY OF TURF GRASS STANDS IN CHANNELIZED AREAS BY "REINFORCING THE TURF" TO RESIST THE STANDARDS AND CRITERIA: O FORCES OF EROSION DURING STORM EVENTS. ALL SOIL STABILIZATION BLANKETS AND MATTING SHOULD BE *THE CAUSE OF THE DISCHARGE; w INSPECTED PERIODICALLY FOLLOWING INSTALLATION, PARTICULARLY AFTER RAINSTORMS TO CHECK FOR EROSION • THE DATE ON WHICH THE DISCHARGE OCCURRED; A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO O AND UNDERMINING. ANY DISLOCATION OR FAILURE SHOULD BE REPAIRED IMMEDIATELY. IF WASHOUTS OR • THE LENGTH OF TIME THAT THE DISCHARGE CONTINUED; AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE � BREAKAGE OCCURS, REINSTALL THE MATERIAL AFTER REPAIRING DAMAGE TO THE SLOPE OR DITCH. CONTINUE •THE VOLUME OF THE DISCHARGE; SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT D_ TO MONITOR THESE AREAS UNTIL WHICH TIME THEY BECOME PERMANENTLY STABILIZED; AT THE TIME AN • IF THE DISCHARGE IS CONTINUING, HOW LONG IT IS EXPECTED TO CONTINUE; THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS < ANNUAL INSPECTION SHOULD BE ADEQUATE. AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: _ • IF THE DISCHARGE IS CONTINUING, WHAT THE EXPECTED TOTAL VOLUME OF THE DISCHARGE WILL BE; AND 1. THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF � 3.38 TREE PRESERVATION &PROTECTION -PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER • ANY STEPS PLANNED OR TAKEN TO REDUCE, ELIMINATE AND PREVENT A RECURRENCE OF THE PRESENT DISCHARGE OR ANY FUTURE ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE INJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY. THE PURPOSE OF THIS PRACTICE IS TO DISCHARGES NOT AUTHORIZED BY THIS GENERAL PERMIT. AREA OF THE PROJECT IN QUESTIONS; 2. OR ENSURE THE SURVIVAL OF DESIRABLE TREES WHERE THEY WILL BE EFFECTIVE FOR EROSION AND SEDIMENT NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY CONTROL, WATERSHED PROTECTION, LANDSCAPE BEAUTIFICATION, DUST AND POLLUTION CONTROL, NOISE REDUCTION, SHADE AND OTHER ENVIRONMENTAL BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FOREST(- TEMPORARY SEEDING REQUIREMENTS PERMANENT SEEDING REQUIREMENTS THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS OR CAUSE EROSION OF CHANNEL BED OR BANKS; AND TO URBAN -TYPE USES. ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A T GRAVEL CURB INLET SEDIMENT FIL TER \\_ _� _ l- \ -` - - � � r GRAVEL FILTER _ 12^ RUNOFF WATER � WIRE MESH FILTERED WATER 4 :. 11 -� II - II - - _ If SEDIMENT SII ( J CONCRETE GUTTER 12" Vi CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PRO'TECT'ION 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 DE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 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'MAX. �� � 7 , % i J H ` -� - / ¶J¶ j� ' G /J (III T l �L FLOW- - / -- - IIIA - III 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. - II° % ` ?° 1111 0 I--- - - - - W � �" FLOW =III SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) FLOW A B ux A \\\ �� p , \ \"I'll, IIIIII I POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION)_ SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual 1956 PLATE 3.07-1 "`Pwu wand (cont rarer ±fanners Ear NeaEment control,vi, me Four. j.uo-2 Sherwocd and W ant 2.a" DL Mf TAI. Ff:N('R PIlS'IS :1111. CWIN LINK fls` , MR ONE 'Coara WNK YEFOX -, \\ LAYER OF FILTER FADk;t' hTT,At'e80 TO TT 1111. FILTER FAf3P.iC--^.,.`�, \ -_ -10' MAX.-----� /f I r 1 c \ r . k I t� .e ux �t ;:vuu-rukne `� .1 ! ( FAB I, 'TLE t F f\ - r-GROL'ND eV,`1CFi0UN - 'VT2 I .t t - 'i V O VI A Do' F:I P STI F -1111 . I. FIL'E'R PF ,V`C SIN b+IATGM OF d" irVfE THRVC.fV r - 1-10- i SF; h -__g- X..__. X_......_X fX:TIU>ti _VIE,41_ , SUPPf' SILT FENCE T�yy�+ ( NO tit'ALE N C IN Chair luA f icn nhail be d9" nbo , Breda RK S" embedded ro x total fabric idt} t i'!" The post A-11 be 4K" above grade with iV PI Tai beinw grade (witbnut cuucrete) tar a total length or 7,2 NOTES L' a stwli be ,.U, d I to re f. i L k r t y ace Nests with wtie Ues. 2. N o, f b' }{,LI be ',a-(e.ed ly t chain luck (ante with ties spaced hart Or.fly 4 't the toy ani urd ti :l. TO, -I pp ``eitiea oP rbc CRIT talar, `hall , t_in? fo the i.atest edf Gory of TIL VIR(HNIA EROB1UN k b&UiS4RNT Gt11T'R(St. FIik OHUUK. 4, When two tFolgss of Piltcr Pnhric adjoin each oU.er, fhcy ehaA3 ba vert gipped. tp E . V btef`0'G,"ce hz be T• formed a .add d a I"ral shs11 ba removed When sediment bORIMIP machos SOX Of the height of the. ,Tine( eitt fence. Fef. Sec. ti-Ot10.9, t. rrtlo,3a PIATF, NO. STI). NO. SUPER SILT FENCE NO SCALE Res. I -on, zoo F rent l -:I I Vr^T C( TEMPORARY RIGHT -OF --WAY DIVERSIONS a TYPICAL GRAVEL STRUCTURE TYPICAL EARTHEN STRUCTURE Vs. SWCC Plate 3.11 - _11__. -_- _ _ _--_-11___. SEED �''' (APPLICATION DATES SPECIES APPLICATION RATES ;Sept, t -Feb. 15 50r50 PAEx of Annual Ryegras: {!aliwn m,fti Flolum) & Cereal (NJimer) Rye (Inv.aKe Cereals) SO -;00 ikbsfacruj I ffeD. 16 -Apr. 30 Annual Ryoyrass (Inru;r n;ulp-Flarum) 60-100(Ubstacre) IfFlay 1 - Aug. 31 German Pvlifet -�I 50 ('bs`ra`;fa} FERTILIZER & LIME • A> rh ,0. O-1 i ferthzer at a ra F t 1 C Laf 4o01bs. ,'acre or lt7i 1 ril s�. .) F( f ( hs 0 ft • Apply Pulverized Agricultural Limestone at a rate Of 2 tansiacro ror 9O lbs,( 1,000 sq. ft.) ±NOTE: 11 -A soli test is nccsssafy to detean Ec tic actual amount of limo required to adjust the soil pH of site. 1 - incur}?orate the lune and festiiizer into li;e top,I 6 inches of the soil by disking Or by other means. 3- A,Vhe of plyin3 Slowly Atai able NiUmp,n, use rates available, in Eros nn & Sediment Control Technical Et,flcatin .F 4 >(7;}S Nt tl FET i4ignagt;rnent for Develoornpnt 'St's at http 1( r✓ w dcl stzlte aT ust /,EG I1Uni pubs Saucy. Va. DW 'C 092 SEED' I LAND USE SPECIES APPLICATION PER ACRE Io TaN fescue` 95-100':61 khnu fum Care Lavrn Perennial Ryegrase 0-5-, tCnn'rr enact or Resrclenuz:l) Kentucky Bluegrass' (5�',I TOT (L 175 <001nsl ____- _-- High NiaLnten anc: ar° Tail Fescue` TOTAL. 200 Ol = I I— FesFue' 126 P t Genera' >I,ee f3'1 or less} Red Top Gra Bs Or Creeping Red Fescue Ssaso r<i t.urse Crop' 2 lbs. :0 lbs 0 Q I z O rq � 010� TOTAL 1150 U,S I m Tall Fssove1 106 Ibs I Lbw PJieinte[tanca Siooe Red Tap G a£iS or Creeping Red Fescue Sease'ral Nurse Crop' 2 lbs LO it's, (Steeper If,an 3'1 i - 00 J Crowrtvetcil' t I{]c. U =�w� l OTAL 1 0 Q s, 1 when gar � „ t , t i JatiellL^S C1, t11ff ITS"� GSt; the �flr4lrlia (:ra irn - t0 ( 1 9 - P a vunenl <. uc aGun l i I U rFf.:omm(naec3 fi tUl rg s Variety list. Oua{f1 seed wEli bear a label I t c �� 9 a I nd,aa En ti at ihs � r� 4 y a rc, g y PP 4 r , eJ � VClfi Fe .urr_nt f r vs Y v I t f- t -�' ., av lahl- at the Icrai Ccunt� xtr-n ion Office nr Thr u. h Y e E s V tc V VCIA . t H(14 ! 3 A -7A''-4 - 4 ''. � hh t,r 'at + ttto. f„tadanc e v_du hUrVI U,LC,ff!p4bIllaioiReftrLt;tC81ons2hfml c) 2 - Ilse seasonal muse, crop in acccrflance with see0iny dates as stated beton. fl- 3: February l6"-Aprii..... ................_1 ... Annual Rye II May i" Au y gust 15 . ..................... FOxtaEl td (let August 15' Octolet " . Annual Rye Now,H1bmr'- Feb( Nary 15,_,1 .............. 4Ari W RyS 3 - SubstfGtc Sr.i r.&o in,epudozea fur Crowm DIGIN east of F.,mv,lle VA (May thro 'gn SPI'lenil"r use t cl ex 3 '>. �<n1. adother .. r eriods u e t-hullCd a ca . I{Flat ea is used; in a °'� r f P ) P ed ar a�� rate to d. It t I v -<C �'r I.' air f ce. La T�> 5 p .) i .e dr -In an sl.., or Lr nainfon,n ;e mixhrr drib rearme e J fe In t e during rs ed.ng feriois, r. ine.rea . t4 :30--1t. - - EN - 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 n w I- 0 (n z O U) w m 0 z .wm- A p,LTH 4_ `� , 1 v BRIAN J. BREWER 9: Lic. NO. 039045 rd� o� 11/21/2017 1 s`�jONALCs 0 z N C= Io � N O d Q (n z> 0 V o �z Q Qo = U= N � � Q 0000o S fj� E 00 U 0 Q I z O rq � 010� 00r-0 m zN Co = A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM < Ld I I w J � 't � z -Ow >1 - 00 J % 0 c � U =�w� a) ww O Ri VIONYME _j -Z co �Q = c) $ , fl- 3: TO PREVENT 00 iWaffm N J 0� �Ie 0 0 r .wm- A p,LTH 4_ `� , 1 v BRIAN J. BREWER 9: Lic. NO. 039045 rd� o� 11/21/2017 1 s`�jONALCs C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT 06 z m m m � O cn (n m 0 N 2. IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM iS CONTAINED WITHIN THE APPURTENANCES; Q � �� Q Cil � Q >- ED S r m 0 C)r- � o m o LLI A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM in w J z C� z l LJ U C U w l = Q U) co o o c) C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT 06 �_ J SHALL: 1. IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR � O r� V ) STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR ) F- 2. IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM iS CONTAINED WITHIN THE APPURTENANCES; Q ty p LL OR 3. DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE S Q -DEVELOPMENT PEAK RUNOFF RATE FROM 11 A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM in a_ (n z >. ATEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; U C J OR O Q U) W 4. PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE PLAN -APPROVING AUTHORITY ,�� 1 1 LLJ O Q TO PREVENT (L -501 DOWNSTREAM EROSION. D. THE J APPLICANTv 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 NCE RE UIREME Q NTS 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 .................. _._.. _.. I _.__ .......__. 1_111... DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. PLA" .1i1.)AlbCmarivCounty DeBignSbindadsMQuivat tn>1uL'tin I 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 5.13 TEAJPORARY ,S.EDI b1ENT TRAP fi' f % D :,:u ,,, : Ci-V4TY^rv: - ... I, t r Mw:. \ \ fb,L,`I 11- 11 1 E s__ r;uo-:...a-. ccaR.E Acc:cecni ..As, i ta.,> CROSS SECTION OF OUTLET I I 1-1.1-% / iF.3 il,t t wkl=mlk�11� -------- / �11r." . r RAC.)NW 4L L �/z / / �i // / \ � � ��/ ",/ 4 � fM ^-----�, - r 1 COARSE AOCREGATE SH111. HE 100: ;S, ,¢357 OR #5 OUTLET (PERSPECTIVE VIEW) Source: Va. DSWC' Plat, .3.13.2 1Y9_1 3.i2 1 -------"'-I :,?f.: OTHER WATERS OF THIzEn STATE. I DI' i t'.3CU G,`> F� FE N C I L (' 1 ND +11 ifORING" i h4 // / t s , fu �t � ),,./ C' i 1y"I!l qr i ,I\I N_ ,;ri- U S e � ISA ,.r f. �' tea'" ", '" r.s �""- .°` _ k L f"F'�+�v 'L MM �. f .+.t....� M }� � .. .. -1,11 N C VRECT 4f ETINDS Or TREE FENCING r a I i11 ,r , _1 L`" :)? 3 a CORRECT TRUNK AE?MORINi; ',- ANGULAR BOARD FENCE �,,,Irz.: V,. DS14C Pica. 3_+U ; TU) Q z_ W 0 11111111111,11IIIIIIIIII. >- ) F- C ■ j♦♦ W _j Q W p LL 0 a- aco 11 in a_ (n z D O >. F_ U Ill J Q U) m Q SHEET NUMBER CE -501 CONNECT TO EXISTING SIDEWALK b 10' CONCRETE SIDEWALK RETAINING WALL WITH INTEGRAL PEDESTRIAN RAILING COLOR:"JAMES RIVER" BY EAGLE BAY HARDSCAPE PRODUCTS FOR DIAMOND PRO STONE CUT OR SIMILAR (SEE DESIGN BY OTHERS, SEE SHEETS RW5.1-RW6.5) TREE PIT (TYP.) (SEE PLANTING PLANS FOR DETAILS) LIGHT POLE - PROPERTY LINE (TYP.) CONNECT TO EXISTING SIDEWALK PROPERTY LINE (TYP.) VARIABLE WIDTH RIGHT-OF-WAY DEDICATION (SEE SHEET CT -101) MEMO WIPPM I EN /d i r A' L GUNC Rt It PAD (SEE DETAIL ON SHEET CS 501) I o -�-T POLE ' i �. J 'i• o u j ' �• ` • ; : LIGHT POLE LIGHT ^ LC N I I /.. a. O} y �� Ayr • w► 71 0 El ., 9 l; 0 C) VDOT STD. CG -6 (TYP ) 1.0' 23 cc> C, LIGHT POLE o Ul oy N rn E 5 i LIGHT POLE f VDOT STD. GUARDRAIL GR -2 ; J / (SEE DETAIL ON SHEET CS-501)�� \ PEDESTRIAN RAILING R15 (SEE DESIGN BY OTHERS, SHEETS RW5.1-RW6.5) LIGHT POLE ti EXISTING OPEN SPACE PARK VDOT STD. CG -6 (SEE DETAIL SHEET CS -501) CONCRETE RETAINING WALL W/ RAILING (SEE DETAIL ON SHEET CS -501) 1' CONNECT TO EXISTING SIDEWALK CONNECT TO EXISTING SIDEWALK f f / { i VDOT STD. HR -1 HANDRAIL (TYP.) (SEE DETAIL ON SHEET CS -501) Izs A ts' f i{ r CONNECT TO EXISTING CURB AND GUTTER • VDOT STD. CG -91D ENTRANCE fj R1-1 STOP SIGN AND 24" STOP BAR D" CONNECT TO EXISTING CURB AND GUTTER I PROPERTY LINE (TYP.) i I D M O I� E I I 3 i I i CONNECT TO EXISTING CURB 'Ai %0 VDOT STD. CG -9D ENTRANCE R1-1 STOP SIGN AND 24" STOP BAR I / / ---CONNECT TO EXISTING CURB AND GUTTER GRAPHIC SCALE IN FEET 0 10 20 40 EEML— NOTES M_ w 1. EXISTING FEATURES ARE BASED ON TOPOGRAPHICAL SURVEY PREPARED BY c� Q JENNINGSTEPHENSON DATED AUGUST 22, 2016. \ o 2. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. 3. ALL DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, OR Cn PROPERTY LINE UNLESS OTHERWISE NOTED. I— Z 4. THE CONTRACTOR SHALL REFER TO FINAL GEOTECH REPORT FOR SUBGRADE w REQUIREMENTS. � 5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING AS SHOWN ON THE PLANS. U) Z 6. TWO COATS OF TRAFFIC PAINT SHALL BE SUPPLIED FOR ALL PAVEMENT z _O STRIPING. 0 > 0 W 7. PAVEMENT SECTIONS AT THE PROPOSED ENTRANCES SHALL MATCH EXISTING o Q:� SECTIONS. w U) 8. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 0 9. CONTRACTOR TO COORDINATE WITH FIRE DEPARTMENT OFFICIALS AT TIME OF o Q PAVEMENT STRIPING TO DETERMINE ALL FIRE LANE MARKINGS. 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. o z 11. THE MAXIMUM HEIGHT OF THE RETAINING WALLS IS 6'. COLOR OF RETAINING WALL BLOCK TO CLOSELY MATCH COLOR OF BUILDING BRICK AS SELECTED BY ARCHITECT. 0 r-7 N LEGEND N O Q Z > wz STANDARD DUTY ASPHALT Q PAVEMENT SECTION 00 CO o U 0 v ............................ Q O C)O f__ O z C11 Q LJ HEAVY DUTY ASPHALT "' zF= o w PAVEMENT SECTION CO J " 0 U) 7E W 0 ¢ G Q. u CONCRETE SIDEWALK o 0 N J 2 kill=O3�: ^ 0 % d" J a c r O rt• d • HEAVY DUTY CONCRETE TH PROPOSED BUILDING'` BRIAN J. BRE R y. Lic. No. 039045 PROPOSED PAVERS (SEE ARCH. PLANS FOR DETAILS) `sI0 AL Z o- a_ m VDOT STD. CG -6 w O O Cn Cn � N 0 � �\ U) m m DRY CURB AND GUTTER Q o o\ o m o Li z z w _ Q0 W U s O Q Q w U w Q U PROJECT DATA Site Statistics o i t. — ° / GUNb WIF'tUUWN Site Area: 2.02 acres 'A G P I N : 499831935512 4 "r ^ LL. d dN Street Address: /A - V A, ..♦ r \ A. A .." r A V' ..A r • ' '."P I LJ ❑ \ r .L r'. ��. r Comprehensive Plan: Block Vlll of Hollymead Town Center, Area C n vJ Applicable Proffers: ZMA200100020 Zoning: Planned Development- Mixed CONCRETE WHEELSTOP (TYP. OF 2) d J , Corridor/Overlay: Entrance Corridor, Steep Slopes (SEE DETAIL ON SHEET CS -501) 4 dy •. 4 8 Magisterial District: Ria v A. 1 Municipality: Albemarle County Building: 74,744Sq. Ft. (19,744Sq• Ft. Footprint) v 106 Building Coverage: 22% A > 80';5.0'' 80 80: 80" `80..'•8.0 75 '5.0" 90 1 RIGHT-OF-WAY DEDICATION FOR SIDEWALK MAINTENANCE Maximum Square Footage: 76,000 Sq. Ft. (Non -Residential) . (TYP) � (WHERE NOTED) Open Space: 22,521 Sq. Ft. (0.48 Ac.; 25%) }- e Building Height: 46' CURR WIPFDOWN ... o Floodplain: Flood zone 'X' as shown on community ...k .r. /d i r A' L GUNC Rt It PAD (SEE DETAIL ON SHEET CS 501) I o -�-T POLE ' i �. J 'i• o u j ' �• ` • ; : LIGHT POLE LIGHT ^ LC N I I /.. a. O} y �� Ayr • w► 71 0 El ., 9 l; 0 C) VDOT STD. CG -6 (TYP ) 1.0' 23 cc> C, LIGHT POLE o Ul oy N rn E 5 i LIGHT POLE f VDOT STD. GUARDRAIL GR -2 ; J / (SEE DETAIL ON SHEET CS-501)�� \ PEDESTRIAN RAILING R15 (SEE DESIGN BY OTHERS, SHEETS RW5.1-RW6.5) LIGHT POLE ti EXISTING OPEN SPACE PARK VDOT STD. CG -6 (SEE DETAIL SHEET CS -501) CONCRETE RETAINING WALL W/ RAILING (SEE DETAIL ON SHEET CS -501) 1' CONNECT TO EXISTING SIDEWALK CONNECT TO EXISTING SIDEWALK f f / { i VDOT STD. HR -1 HANDRAIL (TYP.) (SEE DETAIL ON SHEET CS -501) Izs A ts' f i{ r CONNECT TO EXISTING CURB AND GUTTER • VDOT STD. CG -91D ENTRANCE fj R1-1 STOP SIGN AND 24" STOP BAR D" CONNECT TO EXISTING CURB AND GUTTER I PROPERTY LINE (TYP.) i I D M O I� E I I 3 i I i CONNECT TO EXISTING CURB 'Ai %0 VDOT STD. CG -9D ENTRANCE R1-1 STOP SIGN AND 24" STOP BAR I / / ---CONNECT TO EXISTING CURB AND GUTTER GRAPHIC SCALE IN FEET 0 10 20 40 EEML— NOTES M_ w 1. EXISTING FEATURES ARE BASED ON TOPOGRAPHICAL SURVEY PREPARED BY c� Q JENNINGSTEPHENSON DATED AUGUST 22, 2016. \ o 2. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. 3. ALL DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, OR Cn PROPERTY LINE UNLESS OTHERWISE NOTED. I— Z 4. THE CONTRACTOR SHALL REFER TO FINAL GEOTECH REPORT FOR SUBGRADE w REQUIREMENTS. � 5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING AS SHOWN ON THE PLANS. U) Z 6. TWO COATS OF TRAFFIC PAINT SHALL BE SUPPLIED FOR ALL PAVEMENT z _O STRIPING. 0 > 0 W 7. PAVEMENT SECTIONS AT THE PROPOSED ENTRANCES SHALL MATCH EXISTING o Q:� SECTIONS. w U) 8. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 0 9. CONTRACTOR TO COORDINATE WITH FIRE DEPARTMENT OFFICIALS AT TIME OF o Q PAVEMENT STRIPING TO DETERMINE ALL FIRE LANE MARKINGS. 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. o z 11. THE MAXIMUM HEIGHT OF THE RETAINING WALLS IS 6'. COLOR OF RETAINING WALL BLOCK TO CLOSELY MATCH COLOR OF BUILDING BRICK AS SELECTED BY ARCHITECT. 0 r-7 N LEGEND N O Q Z > wz STANDARD DUTY ASPHALT Q PAVEMENT SECTION 00 CO o U 0 v ............................ Q O C)O f__ O z C11 Q LJ HEAVY DUTY ASPHALT "' zF= o w PAVEMENT SECTION CO J " 0 U) 7E W 0 ¢ G Q. u CONCRETE SIDEWALK o 0 N J 2 kill=O3�: ^ 0 % d" J a c r O rt• d • HEAVY DUTY CONCRETE TH PROPOSED BUILDING'` BRIAN J. BRE R y. Lic. No. 039045 PROPOSED PAVERS (SEE ARCH. PLANS FOR DETAILS) `sI0 AL Z o- a_ m VDOT STD. CG -6 w O O Cn Cn � N 0 � �\ U) m m DRY CURB AND GUTTER Q o o\ o m o Li z z w _ Q0 W U s O Q Q w U w Q U PROJECT DATA Site Statistics Project: Staybridge Suites Site Area: 2.02 acres G P I N : 499831935512 Parcel ID: 03200-00 00-041QO ^ LL. d dN Street Address: /A of property: Location Timberw ood Blvd. and Laurel Park Lane Comprehensive Plan: Block Vlll of Hollymead Town Center, Area C n vJ Applicable Proffers: ZMA200100020 Zoning: Planned Development- Mixed Commercial (PD -MC) Corridor/Overlay: Entrance Corridor, Steep Slopes (Managed), Airport Impact Area Magisterial District: Ria Municipality: Albemarle County Building: 74,744Sq. Ft. (19,744Sq• Ft. Footprint) Building Coverage: 22% Q Build -to line: 0'-10' from edge of sidewalk z Maximum Square Footage: 76,000 Sq. Ft. (Non -Residential) W� Total Site Impervious Area: 68,259 Sq. Ft. (1.57Ac.; 75%) Open Space: 22,521 Sq. Ft. (0.48 Ac.; 25%) }- Building Height: 46' Floodplain: Flood zone 'X' as shown on community parcel number 51003CO140D dated Q 02/04/2005., i ' W� � Parking Required: 103 Spaces (1 space per room) (') 0 W Parking Provided: 103 Spaces 0 vJ Interior Trees Required: 10 (l tree per lO parking spaces) Q Interior Trees Provided: 11 W \— a z This site does not lie within a water supply watershed. Q O O w J q mwm J Q SHEET NUMBER 101 0 < 1/2" C 2.0' MINIMUM LtzNU I H " 6" 1.5 1/2" DIA. STEEL RODS (#4 REBAR) ,E 2.0' MINIMUM LENGTH ELEVATION VIEW A 91, 2.5' FROM BK CURB OR BLDG. 2-#3BARS SECTION A - A WHEEL STOP DETAIL NOT TO SCALE H Ifl _j 0') '1' 0 Ln No cn Q) I I- CY Tl r CL r. rt D fJ rl 0 3>11 CONCRETE BITUMINOUS SURFACE DIMPACTED BASE COURSE NOTES: 1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE CURBS TO PERMIT RELOCATION OF CURBS. 2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED 2.5' OFF OF BACK OF CURB CURB & GUTTER COMPACTED BASE COURSE (2- @ ENTRANCES) ES) 4'-0" TYP. TWO COATS WHITE REFLECTIVE TRAFFIC PAINT NOTE: STOP BARS MUST BE LOCATED 4 FEET IN ADVANCE OF PEDESTRIAN CROSSWALKS, REGARDLESS OF WHETHER MARKED OR STOP SIGN AND BAR DETAIL NOT TO SCALE CG -6 NOTES` 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3 COMBINATION CURB & GUTTER HAVING A ]RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURE & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED, DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER BE SUBBASE IUCONCSTRUCTED PARTALLEL TO THE SLOPE OF SBBASE OURSES AND O THE DEP1TH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CtG-6 IS BASED ON ROADWAY CLASSIFICATION BAND DESIGN SPEED AS SHOWN IN APPENDIX A, OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. (> ZA 1> THE BOTTOM OF THE CURB AND 2,-0" GUTTER MAY HE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH THIS AREA MAY BE CONCRETE IS MAINTAINED, OF 7" AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 7 OF 7 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 207.03 C11 > I: OF WATERSTOP 0 2 1,_q%" 856 4.83 Y," PREMOLDED 2,000 4,000 S. PER SQ, FT.: LIVE LOAD * X 9, 7.43 5 ALLUVIAL SOILS, ETC ...................................................... - TDIP TO JOINT FILLER - 10.63 I WATERSTOP T-71/4" 1712 BACK 7 V) 00 U vi z 18.83 8 4--X4" WALL SEE DET L-1 23.83 Lf < Lj KEYED JOINT U) u L 10 C) ASPHALT 2853 POROUS BACKFILL 0 100 LBS,/CU, FT. PAVING T-11/4 0 Ln 42,98 #78 OR #8 AGGREGATE OR CRUSHED _j JOINTS AT INTERVALS NOT EXCEEDING 30% MEETING OR #8 #78 GRADATION REQU EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 90'. t3 WATER STOPS To BE ELASTOMERIC OR OTHER APPROVED IN E FEET. HA; HEIGHT MATERIAL. DIMENSIONS SHOWN ARE ABSOLUTE MINIMUM. CD 14 A 1/6 BASE, WITH MIN. OF 1 Un 3995 EARTH - 100 LBS. 15 V-6" CONCRETE - 150 LBS. > 11) - NOTE: (D 1. SIZE TRASF �7) REQUIREMEii3 mriu L-v,,^L- , 1, 2. PROPOSED CMU WALLS WITH BRICK VENEER TO MATCH BUILDING COLOR. 3. SEE ARCHITECTURAL PLAN FOR FINAL WALL, GATE AND BOLLARD DETAILS. DETAILS HERE ARE FOR REFERENCE ONLY. (L TRASH ENCLOSURE m NOT TO SCALE 7__1 L - 10 o OF CURB P BAR RESERVED R7-8 HANDICAP PARKING PARKING SIGN (12"x18") R7 -8A SIGN VAN ACCESSIBLE I PENALTY 100-$500 TOW -AWAY ZONE 6" BOLLARD WITH BLUE BOLLARD COVER IN. GROUND SURFACE--\ TM IN. : 2 COATS OF TRAFFIC PAINT NOTE: SIGNS MAY BE PLACED ON ONE BLANK, ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES TYPICAL HANDICAP PARKING SIGN NOT TO SCALE 1-4' 101, 4" WIDE BLUE PAINTED LINES HANDICAP SYMBOL NOT TO SCALE CG- uWIDTH OF A NDTH '' NRANGE� F PEI 11 ,E 'f AN T all , LIiI P EXPANSIUN J.;INT- I j 4_� - - - AC "S ROUTE `z� NuN .A'ERSA6T,,. 0 �'EjIIAIEO S " 1 EXISTING OR TOPOSI-11 SIDEVIALK OR SIDEWALK SPACE _NTRANCE 41 L� _111LPI:h_�,� -',IJRB INCLUDED �N GUTT�'R :� - ;0N joitir 1 i .> " ; m i I R-. I -, C, It . . � J, ; I 0. III -DE, IRIAN -TRA, ROUTE iACCCs R, r ................. NON < 5c < a 0 PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE ADD;I�uNA, RiOHI-CF-WA�y �`ECUTT­Dl 16 19F NT RANCE INUI �., ' ' l'-3' S I RAZI L" OF �CC-STRLAN A RDIJTIE 5�' CXTEND BEYOND EXISii.1113 OR v DCOCES,:G T -OF Vb� Q 0 M:`,IMtj1A I� IT 15' EXPANSION .DINT W�SC,65-:E_ Vt V,IJV EDGE Of PAvE%!FTjf__­_� PEDESyRP%NfAC UCE"S OV19E A CONTINJ�jDS R�)U-,ES FP 'TRUC AND SLP RES— 'NOBS 11�_ANI FA CONNEC 0 ALL A%CCESS:GLE ELCCIEN�S CF A A FACITI"i THA CAN BE APPIROACH, EOTCRED ANEf HALF PLAN USED I PEI;F_SIPA�, ACCE5", I t, a5 7� PR� IR %/ -L� APO ROVIUI�D, A '4NMJNI 4' A EI - TH IS RFGUR­D *INA A MAX- 2X CROSS SU'.)P;:.. SECTION B -B N IAOD,%RD _7 I -ACE 2'-U. ON THIS OfV CO I I C Tf PFi AR IC r c, 6 E -•9c IS S- I t v T 6 m" I C H H� CORR CUN1%-IOURATION. UNPAVED SJDI­VALK SPACE 1- R,,P3 C CuRVE 7, F NORNIAL GUT rERr. x ;rl T 1;o\ 10/ CHANO_ A SECTION C -C AGCRE,­,ArE BAS- CLASS AJ ff L�,S.) CONC TYPE IS�ZE 2.1t' 1 _0 & PANT OF ADE CHANCE 2% MAX, SLOPE p, D AND Gfj" FER ^N 'r 12 IN Si -OPE, Ai 0tJITWI If) INYERVALS FOR SCEINALK, ryRR AND GUTTrR X X !VAAI.4 �M UECR�N,�,E i�4 SJ�pl FQST �O'%�,-IER%�,.,,,., ANO BUIL. CON 8 YXXIMC411 D:'X,`,EASE FOR SUCCH'CIN-C PhIpUM 10' II'ERVAL. , S SECTION A -A I SECTION D -D SPECIFICATION XVIDOT REFERENCE STANDARD ENTRANCE GUTTER ROAD AND BRIISCE STANDARDS 502 20103 '1,'1. 1ARGINIA, CF. PAR�IVEHT OF TIANSPORTAItCN 'C' o4 c -0c 12'-0" (GATE OPENING 01. PAVEMENT DIMENSION REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 2'-6" 1/2"R 4" 2" 1-1/2"R A' A A CID A 1 *1 1 1 CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS. R1-1 "STOP" SIGN 30"x3O" SPILLING CURB AND GUTTER DETAIL NOT TO SCALE GRIPPING RAL FORRETMING 14 0 0, C. 0 D PIG: NEE PIPE F,!,KET WALTDETAIL MAX. f>' -i:" - Olk SOLT) ST I,: SX!t) OR TAINBAF CROUNDING I I Nil' -I I I Rt'UND ROD I f Yt" - - - - - - - - I R`p_ EXPANSQ�41 JOINTS'NO AT-- 801,TS -T IN I E N V L 3 'L S ,J,," EXCEEDING MAX , YR., 1-3 COSTS 2" 14N, NIPS iR..3i5" O.D,� ',CiiCDULE at, t E 30 FEI-T, t NL ) A]Njlf�, &�LL� __1 RA;L,�, 2.�� 11N� tP- 1 EXPAN_,iIN J Nr- py", ',IN. N.' oC­ ao.i - LL!114, SQ' SMOO TH ROUND ROD AN HR -1 TYPE ]I PEDESTRIAN RAILING CHOR DOLIS TOR U1.jC ALONG, ECf..WAIjD At.g.) RAMPS) SEE RGAD PLANS OF TYPICAL SECTIONS 12' __C-t,NCHFTt T. c. SCHEDULE TO RPE --Y F R )STAN'c HO PING RA RIPE HARES GRV POSTS I/,' IATH, LIPS L9011 O'D.1 Sc,iEDULE 31_ -5cEWALK OR 3- \ BALE 1/," MIN. NIS (L901- O.D.) SCH PATH. GROUNDING 40 PIPE 1 1, 2" HR -1 TYPE I HANDRAIL 2y 6 t WI - T, (FOL: us, ALONG NOTES ', ;It / 1. TLI tI.D it EL E CONTRATOP SIIALt� CUCDJl I DRWCCLIA AIric PLLsmoo Ra - i I A - 4 ASP.Cl` OF FABRICATION ANI,, NSIALf_AIt)N O� BALING, ON—REFF FOOTNG TO - _z INCLUDING CONCRETE FOIJNDA Ns FOR APF FICI',,AL IAY Th? ENG,f ER PRIOR 10 ISq�-L�A�Iif`c))� 'TA1. bF SLSO4D BAC�A 03. 1 GRIPPING RAIL DETAIL P.11. SHOP ORA S CE, S�CNED AND SEA�E;-) B( A RDIFFE",ONAL ENOiNEER, -O.T, CONDITIONS. -ANCt �TOIIGO: IS (FOR USE A.-ONG S21EAVALKs •Aff) RAMPS! HOLDING A VAU9 IFhSE 10 PRA CT[CE, -NCNERiNG (3RiF1PIt1G RAL SHALL B'T6TA;_LED WHEN THE COMMONW,ALT DEWALK Of, RAVP ARE EQUAL 2, AL - RAILING CCfPOI, 'EN IS AND FASICNERS StIALL HE GALVANWED IN: Ill 0; 0 Q 1 6 At E A F E R H AJN 5 PERIENT EARTH FOUNDATION DETAIL PER NI. GRFPING ACCORDANCE THE CURRENT ROAD AND BRIDGE AIL WiLt, BE DICUETHAL I',) Hir COST OF Trl ACHIEVE. A UNIFORM COATING ')it ALL EURFACES XIENFIN(3 AND HOLE.: OR JS,- w.rH TYPE JIF, 'Tris RAiUNG,� DRA�NAGE iOLES FOR CALVANIZING $HALL BE )NCLUJI10 IN THE SHOP DRAWINGS - At. t AS-. ENERC SHAI. Of, :N ACII.ORDAIdCE 4ITH ASTM ASO7, ASTM Al,�f3, AND A�,TTA F844. ALI- ANCHOR BOLTS SHAL:. BE IN MAX. 6 -C' ---MAX. C -0' ACCOS DANC, IflIH AASHHO GRADt. 36. SE RO�,D ANS 0 C Y, ,.PS PIP, PICKET R 4. A CHEMCAL AN Cf i SY [­Efll 17RUM VOCTIS APPRO1.1F.0 F2 L R 6 1 AILS. S. MAY PC. I SE'u)iIIN LIEU OF C:6T IN PLACE. AACHORS AND SHALL:: o.c. BE INOOCOCID fjq� THt- SHOP jRAWINGS. S -,v s 5� pC�T-S' HAL; BE TARIERED MATCH ORPICtE OF RAM P 1- ALK AND -'TEPS I CHANDIR f:, . S;I�I_t CH RACE OF RAPS S�DENALKS AD STEFS. F SHALL B. PLUMS i to ALL POST ANU CKETS SET RAT: INGS ',�ROUODED AND E : _rD C W; - 'HAL, BE LY 8NDED, OIND:NG MA i � RIAL'H IST At. 1, AT ON IT) P[.N ACCORIDANOC WITH' SPO, FE 5� 9. COLIMERC]kl_Y AVI-pLABLE RUNI Sf_-TC1,4s MAY 8E JED IN LEN OF DESIGNING dND FABRICAT!,NG THE DOC1,1�4tN-!AT.ON FROtH MANIJF�,HITC;�CP VCRE6 TIH,>T PTF�JIECT REOURFMCNIS ARE At,,jt�NOR RA L N --IiNTS WITH SHALI.. C"SuSAfTTF_2, 7,1-TH THE A, ION JCiN TS AT I F XP IE' 'Dant. E E ENGINECk IN T, I ERVALIINO: EXCE�DNC 3D FEET.ACCORDANC.F. ytITL. NC -F. 1, HIES Q.f).) ECLC..f,1 C GQ Pli-I, 10 HANDRAL TO BE IN ACCORDANCE VITT THE LAPES� EDIrION OF REiAfttic WALL CAT C 'CHED L:LE -0 PB-` THE VIRCiNi UNFORM STAIEW;CF, BUU)NG CODE, EXPAN'SION JOIN: PICKEIS Y i.::4. �4tll C.I)SC,IEDUL' At) PIPE 1;. THS HA`!Di'RNI., TO BE ONi..'( AS A PROTECT.ON OR 1�-LID ­EEi�.V�OTH RU'UND RCD GROyNDIN PEDESTRIANS AND, SHIDC��D NOT BE FL CED IN 1"If LO'AT;u ELECIROPE At'EqE .1 MIGHT At. S�IIPJJC! 10 Allf V�.1,K'ULAR rMPAII-1 HR -1 f'�NE ffblC�CLE RAILING FOR vEHICUI_;�R' PROTECT:CN STANO.',R0 GUARCRAL SHOL1D 0,,E. ALON13 .�SF. RA`LH,,',! CE U�ED. A CC�IY Q� THE ORIC-NAL SCALED AND 'SIGNED DRAWING IS ON FILE THE CENTRAL OFFICE. XVDDT STANDARDHANDRAIL ROAD AHO 8w0r_'C STANDARDS 2;' 8 METHOD OF LOCATING AND ERECTING PEVISiON DATE 3',C - T OF I 51VIRGINIA CEPANH�ItNl OF IRANSPORIAIGN 7/ii 601.05 RW -3 4 AT BASE B -.6H OF WATERSTOP 3 - SURFACE JOINT PAINTED WITH ASPHALT 1,_q%" 856 4.83 Y," PREMOLDED 2,000 4,000 S. PER SQ, FT.: LIVE LOAD * X 9, 7.43 5 ALLUVIAL SOILS, ETC ...................................................... - TDIP TO JOINT FILLER - 10.63 I WATERSTOP T-71/4" 1712 BACK 7 V) 00 U vi z 18.83 8 4--X4" WALL SEE DET L-1 23.83 9 < Lj KEYED JOINT 2568 1 29.43 10 C) WALL AT TOP H` IN FEE "k IN FEET AT BASE B -.6H AT TOE LES. PER SQ, FT. WATERSTOP 3 H20 S16 1,_q%" 856 4.83 4 2,000 4,000 S. PER SQ, FT.: LIVE LOAD * X 9, 7.43 5 ALLUVIAL SOILS, ETC ...................................................... - TDIP TO 1427 10.63 6 WATERSTOP T-71/4" 1712 FP OF WALL 7 V) 00 U 4--23/x" 1997 18.83 8 4--X4" DECK SURCHARGE LOADED SEE DET L-1 23.83 9 < Lj KEYED JOINT 2568 1 29.43 10 C) TOE WALL 1 I TOE OF WALL 2853 POROUS BACKFILL 0 100 LBS,/CU, FT. 17 T-11/4 W-7/4" 3139 42,98 #78 OR #8 AGGREGATE OR CRUSHED CONTRACTION JOINTS AT INTERVALS NOT EXCEEDING 30% MEETING OR #8 #78 GRADATION REQU EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 90'. t3 WATER STOPS To BE ELASTOMERIC OR OTHER APPROVED IN E FEET. HA; HEIGHT MATERIAL. DIMENSIONS SHOWN ARE ABSOLUTE MINIMUM. BASE , 6/10 H 14 A 1/6 BASE, WITH MIN. OF 1 8'-4Y4` 3995 EARTH - 100 LBS. 15 V-6" CONCRETE - 150 LBS. 4280 79.38 ANGLE OF REPOSE - 11/2; 1 NOTE-, DEPTH OF WALL IN GROUND DETERMINED BY CONDITIONS. TO BE NOT LESS THAN T-13". Z Z_ WEEP HOLE WITH 12"XI2" PLASTIC WATERSTOP HARDWARE CLOTH I/," MESH OR 0 OR GALVANIZED STEEL WIRE, MINIMUM DETAIL WIRE DIAMETER 0.03" NUMBER 4 MESH HARDWARE CLOTH ANCHORED THICKNESS THICKNESS COMPRESSION HEIGHT OF AREA OF FIRMLY TO OUTSIDE OF STRUCTURE, WALL AT TOP H` IN FEE "k IN FEET AT BASE B -.6H AT TOE LES. PER SQ, FT. SECTION SO. FT. 3 11_0" 1,_q%" 856 4.83 4 2,000 4,000 S. PER SQ, FT.: 2'-4Y4" 1141 7.43 5 ALLUVIAL SOILS, ETC ...................................................... - 1,000 2,000 LBS. PER SQ, FT. 1427 10.63 6 m M T-71/4" 1712 14.43 7 V) 00 U 4--23/x" 1997 18.83 8 4`�I%" 2253 23.83 9 < Lj 5'-4Y 4" 2568 1 29.43 10 C) 0U) 12 2853 35,63 17 T-11/4 W-7/4" 3139 42,98 12 V-2 3/8 T-2%" 3424 — 51.03 t3 11-3 5/8 7-9%" ' 3709 69.78 14 T-4 3/+ 8'-4Y4` 3995 69.23 15 V-6" 9'-O" 4280 79.38 A 'T, IREMENITO 7 U. w to io 3" DRAIN PIPES 8APART3 B - 6/10 H SAFE BEARING CAPACITY OF SOIL ROCK MINIMUM ............................................................... I 10,000 20000 LBS. PER SQ. FT. GRAVEL AND COARSE SAND, WELL CEMENTED 16,000 20:000 LEIS. PER SQ � FT. CLAY IN THICK EDS ALWAYS DRY .......... . .................. 16.000 LBS� SQ� FT�: 12,000 PER CLAY IN THICK BEDS, MODERATELY DRY....................... 8,000 - 12,000 LBS. PER SQ, FT. CLAY, SOFT. ............ ......... . ........... .............. 2,000 4,000 S. PER SQ, FT.: SAND, DRY. COMPACT, AND WELL CEMENTED ...... 8,000 12,000 LES. PER SQ, FT,: SAND, CLEAN, DRY- ......................................................... 4,000 8,000 LBS, PER SQ. FT. ALLUVIAL SOILS, ETC ...................................................... - 1,000 2,000 LBS. PER SQ, FT. NOTE: III` COMPRESSION At POE EXCEEDS SA=E BEARING CAPACITY OF SOIL, A SPECIAL FOOTING IS TO BE USED. XvmT SPECIFICATION CONCRETE GRAVITY RETAINING WALLS REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF I REVISION DAT INFINITE SURCHARGE AND DECK SURCHARGE LOADED 506 VIRGINIA DEPARTMENT OF TRANSPORTATION TRASH ENCLOSURE NOT TO SCALE CEDAR FENCE 5" X 6 STL. :DOST TOP OF CONCRETE SLAB Y 112" THICK PREFORMED NSION JOINT FILTER C 1' (;R 2, 2A X 273/4" MIN 28Y4" MAX RAIL HEIGHT 5 ly L .......................... - ------ ---- ----- .......... ......... ........ ..... ......... ....... . ... .. .. ... n_ ft 1, X if GR-2GR -2A IF 3 POST TPACP,,Gt POST sPAOIHO; MAX DHIAMIC MAX DrNAMI( DEFLECTION 2' NOTES: UARDRIA'I. O'.,AfIONS CHO&ON P;_AJTARE APPROXIMAiE AND) Ct,'N tjADL (EU jt,i.:HG CCN'STI11,CTCN IF AND CjEECI By I'I E OR DE I A12S OF rPii,t ""ND73;.O'­KS , �ijf s, C Ef No. GPI iONAT. OR 2A MELFIGLI OPTFONAL GR 2A %�ETH��D S., USING NESTED RAI_ USING ADLITIONAL O RAL ON CALK OF PC, -,T R A - F RA Ll GL KAIt. 'PIJKCE JOINT, AND, E(T HARDWARE SEE SHEE T, TICS. 5G1,01 AND 5Ol,02. N"STED RAL OR IIDDITI�NAL RAL IS PLACED ON BACK OF 'OST ELEMENTSE F; ARL. ^J- SHOP CuRVED FOR RADIi -C FOR 6R.2A THE s>Jgr SPAC.NG WILL BE 6'-X. Ef �TD '5TErr POS Ti -1 AIA, t �, ' -T Pi. I M T NTj SE ST *Ir�i A JAR] ATO.N OF MOFE THN,N A' PER 'GOT (� B3 AN B[.CCC,1NfS, AND POST�,' ,,HALL BE ROH, VFK,A N T NN'D :.(27 ALI�',NEO WIF I HCUT Al-TERATiO.N OR -ORCE',AS FEN S--C',ON SO,-, OF HiE WtCATIONj. ALL GR �J;D fPA:L '-,-.h LL LE MA�INTA;Ncu A' A HID', it F 27- 1itl 2KXC k1AX AT, MEASURED PER INDAIiO IN, Ail J -'if Am BLIPLD tT IvIF URECTX34 OF VEHOULAR NPAVE- `OR IH,_ FiNiSHED ROPDV,AY. ThL OPII('f1A_ GR 2A M-The,DE Cr NEo1FNC ]HE RA, L OR USE F AN �!AIL I)H Hi. BACK OF it , POST F OR , 1,F]NDA"D J "H -•_L .3C PPROVED BY THE ENCIINEER FLARE RATES DESiGN ,VPLD INSCE Siff _ItNt BFYOND S1 IT LINE . ....... . PhF'Ii Jt" FLARE RAP FLARE RATE 70 9 30:1 Isz! __60 a 26:1 14:1 + bo 21;1 11:1 t 0 8:11 < m M -D 0 0 -t SUCCESTED MAXItAA1 FLARE RATE. FOR, SEMI RICO BARRFR S (STEMS. S E A; CID DRAWING S ON F:1Lp IN THE CE, ICA:' [ON VDOT A CCRY OF THE OR.GINAL ",ND CENTRAL Orf TI)AG erlt�107 STIIINUIIR,_)_, STANDARD BLOCKED -OUT W -BEAM GUARDRAIL RFCERENCE Si R VvCrN DAHF (STRONG POST SYSTEM) 221 14 5 0 1 0 , DO`' OF TRAN,,iPOHTANCX FOAD PLANS [--IIAI. GN:PpiING� RAIL i CIR RE 7" WING 1R_ C;jp,3 PIFE KET FL I. CwrPt.S, ac, �A, Pr-'Ev MAX. 6'- r," -MAX, 6 0' RODIDRPU iT-1 OR A'i` H 0 R ',r- -I kl4 L bQ', 1 .4 O.C. AIt EXPAN .1; Ir 3 NIAX, L"'CELCIt"I Tl, ],I'S '2_375" C.D.% ISO I—- O.D.) 'CHETW-E 4") PF)4 1.2. R2,�h *ALL RAR -5 2;, T;_NPS (2_11111,11 EX AN'�.4fk jc�;ji (1.D.) ' 'HECIA,F_ 4,J ?IP: _j N. STCEL S4J0 fit R06'0 ROC:ROC:I, MAX. HR -1 TYPE II PEDESTRIAN RAILING -ANChOR 2 -Cl .5 fFOR. J_,E ALON,"; ,.,,-,N .S AND RAMPS) 2" 'NS (T� SEC if' R . ....... 4C PIPE-\ FC D'SiAN11- IU I Ix," Cps scl ON -RETE STEPSIDE 1,rL+S I GNJPFIH( 2AI POSTS mvl. NFA fl.90, SCIIECI-It.- SO PT`C RAILS m:N� XPs ".Oar ar') -oTo Eu: SHAFED _.E 40 PIPI� OR, 'FOR USE ALONG SrCPS) HR -1 TYPE I HANDRAIL EL HOTEc, NTRAT�'R SLA -L SUBLIi- I ' S DE' AILING ALL I ROE) TC CO, POUND SPt", I i ORAIN NO Ow FABMCATION AND NSTALL ADCIN OF RAIL NO, k INC _ONCRErF FOUNDALON� FOR APPROVA_ 3Y THE A I ON , SHOP DRAVmNGS SHAIA -G 'ROEFESSONAL ENC] EER, DOL IS .r CER USE ALON',' S:DEWALKS ANH qAMPS) BE SIGN_ AN.D SEALED BY A . ­ - .1 HO _DNO A V A; it) LICENSE TO PRACTICE IN CON-� HOII'�,. 61. CRIF PING RA,. SHALL di- NSfAJ..:..C,) ANH�.,,j I I- - Nal A, B OE N- GRIPPING RAIL DETAIL LNcAER PO;uR TO .1.. M1 EA!_TH C)r VIRGINiA. f 1:SOEWAILK OR RAtAP CRAL'S ART, EQUAL ili�_ COVIPQN�NTS ATT) FASTETERS SHALL •CIE. GA�VANIZED N t� PAjjHG , C�)RRENT - Sp,­IFICATOTS HE ROAD CRID,3 EARTH FOUNDATION DETAIL WIL: `0 THE COST 'GI �r - ON ALL SURFAr�S VrI­,IN,,; AND IG', OR GiRF.ArR HA',1 PERJ..'TT.GR:P-1NC ACCORDANf,'E' Vi;TH T A�'JD RAIL BE IHE RAI: ING, A L�60 m "_"OA�.t CRAINAG HOI-ES F ORR GAL VANIA" G 'HALL 13L' NCWCIE6 ire THE SHOP O_AWNCS. ALL ACHE CPS SHALL BE IN ACCORDAN' PI, ASTC! A,�C MA- t5 ,`.N S S A 63AND AS, F N51rtql ALT, ANCHOR 60; - f SHALL BE X. S C, SE, P. ANS AACCOR.)Af:CC, 'NITH 'A'_Hi() IA.314,GRADC S i �ICKI IP" f6. FOR Rtf4, 4. A CHFMII,,A_ AN,,'HOH E YSTEIV. FROM 'TOOT'SAP 'TOOT'S PROVED MATERIAL "VA; I At' S. _rSF v.AY BE USF,o IT.TQ OF CAST N PLACE ANN SHALL [--j _T BE I'CL; DED IN THE SHOP DRAWING BF MITERED, TO MATCH GRADE OFRA,,1P`_. SICCA'PCKS, 6� HIAN,,RAILS ""HALL MATCH CRAOi OF EAMES SIDE,vALKS ANT, ALL `LSi� AND PICKETS "HALL BE S-1 FiLiV8. ol I 1 F. RAILINGS SHAi- BE C.R�DUNDFG AND EFFECTIVE: Y BONC�'L,, I_AT 0 J! ,INCE T �� I GRIDiNuNfO MATCRIN.S m 10 H- ACCOX I CE WFP ST;'Fi. rc - c_ 9. r'O, M�JcPr-IA: LY AVA:� X_,I RALII'AG S''STEMS P: Y' F� I S-0, IN I_Ej 11 REQ-11REVENTS ARE TH� MANUFACTURER Eh FY: TH,,-T PROJECT RAI: EXPAN��IOC , JOII%]T� 6NIFIED INICH TH[ - B S T S IFT, BALING STS?Efd r' '.I, EIFS. _XCE 3' MAX, INST,` LATION CDR AND APPRO'V THE ENGINHIR IrI 0 c E T. RVk-S NO: IS E D 8 1-C", , - - - - �;! w;IH I16nC T11 I 2 T,11H. NF` 2.37,5 O�D.) ac P:Ff. ;C. HANORkt. TO BE IN ACCOPI)ANCA 'NiTH THE LANTI-f Er)IOON ')F BILDING N_ milJ, N -S- e?, �7511 0.0) ScHrGLEE 40 Pip THp v Rc'INiA UINFORM EAAf -- _IPPE ck`Duf.� 40 FET F 11nNA!4.ORA:j_ IS TO BE USED ONLY AS A FROTEt,T:IQN "IC R OFFINDING : PSTRIV0,S AND 1,NrWLD NOT BE P! ACED :IT! AN" LOCATini, -SIACOTH Pnt..!,D PC-,- ELFCT RODE t i I_. a E -3r - E HR -I TYPE IIIBICYCLE RAILING IT, MIGHT SJBJ CT RO AN� VERCULAR, IMPACT. I, R VL_ �Glj: , AR PROTrCTION ITANDARD GUARDRAIL SHOOLD C�I)R t --.'EE AL.CN�� SHAIR�C' jl�E P"ItLIS) OL t SED. SPE C�F;CAI A COPY OF THE OFIIOTIA� SEALED AND SP,"IED CRAW.NG ILE IN TIIC CENNRA:OFFIC'. XVDOT STANDARD HANDRAIL ROAD AND SRIDCF STANDARDS 208 METHOD OF LOCATING AND ERECTING REVISION DATE Ef I OF I ViRGINiA CEPARTMFINT OF TRANSPORTATit-IN PAVEMENT SECTION NOTES f7 3/8" WD x V DEEP 1. SEE GEOTECHNICAL REPORT FOR GRADING PROCEDURES, SAWCUT CONTROL JOINT RECOMMENDATIONS,, PAVEMENT SECTIONS AND SPECIFICATIONS. THICKNESSES IN THE ADJACENT SECTIONS ARE MINIMUMS. 2. ALL COMPACTED) SUBGRADE SHALL BE STABLE AND COMPACTED TO A DRY DENSITY OF' AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) TO A DEPTH OF 10" BELOW SUBGRADE ELEVATIION 3. CONTRACTION JOINTS, MADE TRANSVERSE TO THE DIRECTION OF TRAFFIC FLOW, SHOULD BE MADE AT INTERVALS OF 15 FEET OR LESS, PROPERLY REINFORCED WITH LUBRICATED SMOOTH DOWEL BARS (3/4 IN. DIAMETER, 18 INCHIES IN LENGTH) AND PLACED ON 12—INCH CENTERS. 4" (TYP.) 4. JOINTS WITHIN THE CONCRETE SIDEWALK SHALL BE SAWCUT. THE CSF y 4'-(TYP.) CUTTING OF JOINT SHALL TAKE PLACE NO LATER THAN 6-12 HOURS DAFTER FINISHING CONCRETE. JOINTS SHALL BE OF THE THICKNESS OF 4, V,�& k� __ VDOT 21A STONE THE SLAB. SPECIAL- CARE SHOULD BE TAKEN IN THE AREAS WITH THE 0 YV&) SNOW MELT SYSTEW. UNLESS OTHERWISE NOTED, ALL SECTION REFERENCES ARE TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION - ROAD AND BRIDGE SPECIFICATIONS, 2008 STANDARDS. A. PORTLAND CEMENT CONCRETE SHALL BE CLASS A3 CONCRETE CONFORMING TO THE REQUIREMENTS OF SECTION 217. B. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF SECTION 223. C. CURING MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 220. D. PREFORMED JOINT FILLER SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF SECTION 212. MATERIAL SHALL BE APPROXIMATELY 1/2 INCH IN THICKNESS AND SHALL HAVE A WIDTH AND DEPTH EQUAL TO THOSE OF THE STRUCTURE. E. ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 211. F. GEOTEXTILE DRAINAGE FABRIC SHALL CONFORM TO THE REQUIREMENTS OF SECTION 245. TYPICAL SIDEWALK DETAIL NOT TO SCALE 3.0" SM -9.15A PRIME COAT 6" VDOT TYPE 1, 21 A AGGREGATE BASE COMPACTED SUBGRADE STANDARD DUTY ASPHALT PAVEMENT SECTION 3.0" SM -9.5A TACK COAT 2.0" IM -19 8" VDOT TYPE 1, 21 A AGGREGATE BASE COMPACTED SUBGRADE 6" 4000 PSI PORTLAND CEMENT CONCRETE WITH #4 BARS AT 12- 0.C. EACH WAY 8" VDOT TYPE 1, 21A AGGREGATE BASE COMPACTED SUBGRADE HEAVY DUTY ASPHALT PAVEMENT SECTION HEAVY DUTY CONCRETE PAVEMENT SECTION U) 0 CE C\j to Rot) R "4 :0. 4 Lic. No. 039045 < > L -Li 0 V) < m M -D 0 0 -t 0 C-\] LLJ I-__ LLJ V) 00 U EL I__ < I z r) < m CN (_0 Q0 < Lj C11 LIJ Z 0 0 Lj Li CO _j U) 0 CE C\j to Rot) R "4 :0. 4 Lic. No. 039045 < > LLJ 0 V) < m M -D 0 0 -t 0 C-\] LLJ 0( 00 0 LLJ V) 00 U EL I__ < I z r) 0 0 F_ 0 m CN (_0 Q0 < Lj C11 LIJ Z 0 0 Lj Li CO _j C) 0U) 12 cn L_j Lij u L'i = z 0 0 "OEM U7) 0 C�I u ---A CL� E< U) EO m < @ 0 r Z Z_ 0 D cn 0 > O LLJ cn cn Ld < U) 0 CE C\j to Rot) R "4 :0. 4 Lic. No. 039045 < > LLJ 0 V) < m M -D 0 0 -t 0 C-\] LLJ 0( 00 0 UJ V) 00 U EL I__ < I z r) 0 0 F_ 0 m CN (_0 Q0 < Lj C11 LIJ Z 0 0 Lj Li CO _j C) 0U) 12 cn L_j Lij u L'i = z 0 0 "OEM U7) C�j C�I u ---A CL� E< U) EO m < @ 0 r U) CE BRIAN J. BRE R Rot) R "4 :0. 4 Lic. No. 039045 AL C) 0 0 V) 0- cn m M -D 0 0 -t 0 C-\] LLJ UJ 0 I EL I__ U) < > m < = 7: Q0 L-1 C11 LIJ Z 0 m _z ?: Li _z C) _1 < 0 cn L_j < Q, u L'i = U7) C�j C�I u U) < Z_ U) UJ 0 I 0 ui 0 < VJW ty a- ry 0 _z 0 C) LLJ ---A CL� < LL, U) m < SHEET NUMBER CS -501 cli L n U, w I� O fY L Li 0 T - _, O u� J n ` � n a v C) I - m' j LO 1 608 604 Em 596 594 CENTER OF ROUNDABOUT TRAVEL LANE MEETING STREET: LINE OF SIGHT AT 25 MPH = 280' .e. 3266 cR68��r PROPOSED STAY IDGE SUITES 4 FLOORS - 103 ROOMS 74,744 Sq, Ft. FFE: 599.50' ENTRANCE 1: ?SITE AREA: 2.02± AC APPLICABLE SIGHT DISTANCE = 105' 1. PARKING REQUIRED: 103 SPACES PARKING PROVIDED: 103 SPACES 280.0' LINE OF SIGHT ENTRANCE 1: APPLICABLE SIGHT DISTANCE = 220' ��= ENTRANCE 2: - APPLICABLE SIGHT DISTANCE = 104' jb OO fl Ir`�t O f r, 0 0 +, TURN LOCATION ENTRANCE 2: APPLICABLE SIGHT DISTANCE = 257' GRAPHIC SCALE IN FEET 0 15 30 60 11+00 12+00 600 ENTRANCE 1 608 0 () Q z N 608 R 9; m rp� /ZI/2017' 105.0': LINE OF SIGHT N - O Q 0 z O z m cn m m UJ T- wo czn � Ld W Qo 0 Q (-)= N m m in li o w 0 w M O J < � O 604604 Qw z~ 0 ............. ..... ---- .... ............. .... - -...- ........ -. .......... .......... - -. ........ ----. ....... --. .. .. .... ..... ........ --j O V) w TURN LOCATION .....- .. -. --- -. . -.... w�0� -i �Q J _ \ .... .... .......... .... 00 N J U � EXISTING GROUND z w r- 600 z z 600 _ 0 w 220.0' LINE OF SIGHT 596 N596 m C-) PROPOSED GROUND 592 w _ 592 V) V) w 588 0 -, 588 v 0 Q .. 584 584 _. _...._ _ T- a: T m0 O 580 580 10+00 11+00 12+00 13+00 GRAPHIC SCALE IN FEET 0 15 30 60 HORIZONTAL 11112110WAIRL 11=1 10+00 -1-1 +uu -I 2 -+UU 1 J+UU -I I I I I I IzI 0 () Q z N v BRIAN J. BRE R 9; m rp� /ZI/2017' �QH N - O Q 0 z O z m cn m m vi o Z wo czn � Ld W Qo o N Q (-)= N m m 00000 o w 0 w Qo (-D O J < � O C) Qw z~ 0 o -I I I I I I IzI 0 () Q z N v BRIAN J. BRE R 9; rr) rp� /ZI/2017' �QH N - O Q 0 z O z m cn m m vi o Z wo czn � W Qo o N Q (-)= N m m 00000 o w 0 w Qo (-D O J < 00 F- O C) Qw z~ 0 w O co J --j O V) :50 _� w O w�0� -i �Q J U) 00 N J U � 0 0 r- z z o 0 w m C-) w V) V) w 0 0 Q -I I I I I I IzI p,LTH 0 () Q z N v BRIAN J. BRE R 9; rr) rp� /ZI/2017' �QH N - O Q 0 z O z> m cn m m vi o Z wo czn � W Qo o N Q (-)= N m m 00000 o w 0 w Qo (-D O J < 00 F- O C) Qw z~ 0 w S co J --j O V) :50 _� w y w�0� -i �Q J 00 N J U 0 0 r- p,LTH W () Q z W v BRIAN J. BRE R 9; Lic. No. 039045 ' rp� /ZI/2017' �QH �SSIONAL - I- 0 z O m cn m cn m m O DO wo czn W a- 0 o N Q m m Q o w 0 w _Li (-D O J < 0 3: C) 0 0 W < S VJ W () Q z W W =z v -j �QH - I- 0 U)U)ry 0 CL VJ Q z W v VJ cj� W 0Q LL �-- N CL 12- LL1 cr 0Q LL m W d 0 0 Li Li Q --j LLJS m --j SHEET NUMBER CS -502 tz u, ^�3 f 603.45 603.43 TS 603.36 J �.. 602.98 � `... L�'.._�TS ME ° TS ME f TS ME 603.54 l _ �i CONTRACTOR 70 MATCH EX. 602.01 � 603.29 ► TS ME /- �•^, ���',� T GRADES FOR PROPOSED ► • ► . , , 603.52 ► �V TS ME 1TS ME • 03.47'. (VAR REPLACEMENT SIDEWALK ,L TS ME TS D, wz H �� N s • s +.. ► ♦ 326,5CD 602.20 S M E 60PG 68� ,,, °� 60 _ . T 1 2 .,�.. ,. 3 4 TW BW p - • 60 ° , y�. 604.45 TW 600.07 600.46 , c9 i g r;. Z: -_ 1 2 ° "� ^.:.., 599.70 BW s TS ME �' 600.32 `^� °- '� CONCRETE RETAINING WALL TS ME / 09 ,.. "60150. (SEE SHEET CS -501 FOR DETAILS) BW ... ,. � .• ...� �/ , ;� � � 599 40' , . FS a P � 10 ��� �'� � �> � ��x BRIM 59��. e ti ' 12 / 599.34 11 599.38 , �€ ° • ..,. , 604.54 RIM e< RIM TS 604.68 n yY599.50 \ / 5990 . f " FS 604.90 599.48 TS ME FS 599.50 599.50 ? 599.50 599.50 604.79 s.. 599.43 599.43 FFE FFE FFE FFE 604.54 TW TS ME J, TS FS 599.50 599.50 599.50 BW 597.43 TS ME 1�/ 599.50 FFE FFE 604.54 TW 604.74 TW FFE 599.599843 08 600.58 BW 596.95 t' , %` C� • TS 604.64 ; PROPOSED STAYBRIDGE SUITES 599.50 TS �E 599.43 TS ME f Ts 4 FLOORS - 103 ROOMS FFE Sig>r ' 599.43 604.58 74,744 Sq. Ft. { CLEANOUT TS -TS ME j 59 9.50 FIFE: 599.50 INV. OUT: 596.00' OcV 604.27 SITE AREA: 2.02± AC Ts SJ 44 LF OF 8" 599.43 ► - GRASS CHANNEL © 0.50% 6 / PARKING REQUIRED: 103 SPACES PVC @ 2.83% 599.36 G i 603.80/' 594.29 0 ' PARKING PROVIDED: 103 SPACES 599.50 GRASS CHANNEL @ 0.50% •' ' Ts TS ME 9 599.50 599.43 FS 602.56 III 595 ' FFE TS 599.50 / O7 TW BW 599.50 599.43 598.83 599.50 F 5 593.89 , 599.50 TS FS 600.80 TS ME FS FS TS ► - 599 - - 598.85- -I I r -- 'E1 FFE 5 FS 5 F 600 59 0 593.28 c 599.10 ` i .I , 598.82 99.89 .76 I 601.TS., / 1 TS TS 601.66 V 601.66; 598.82. '------TS 598.72 598.72 y TS ME TS 598.72 59 TS r ti .Lf •.. . 598.74. I TC BC TS TC BC TS < la 86--�-r-. FS.�,, . V j ::TS TC , TC BC '� TC9BC 601.75' (("TS C -' - - j 598.79-' _ _. 602.54 ~ .. ° .,. ° ° 598.72.• FLUSH CURB °`-,601.547.;: 3 p,-. � "" f .•' ' 3: 1 TS Dc�� ' FLUSH CURB . TC BC TS r ,' Nj ( � 1 GGUTTER (T P.) i TC TS L r TC .,ME ' w __. < 592 ;`fir €. 7� ; , �,/} € 601.04A. "601.66 ,< 598.78 i { D I I v _.; �o Sr 5 TC TSw.. 598.71 %" �: TCBTS T ;` C 601.74 _. N O II ✓A. TC s r f •'� TS r rn S d I d 598.45598.54 598.88 599.22 598.60 P P P P J ``/.Q0 -, .: Ln D =;, " // 598.37 �� 600.84 2: 1 . O �,...,.. ��/ 598.4P , TC TS,. 11 LF OF 8" TC a) \ S9 °o fig.. CLEANOUT PVC ®2.83% 0 ��� rn 599.50 599.50 ° Y C FS 598.65 I594.75'CONNECT TO RCP f'(. N xa FS{. 599.11 NV• (S �7 TC598.61 / UBBOOT % TC \9 TC o 13 CONNECTOR 598.73 =f �9 `4 !. Y ..,'TC 100 f .33] ° N 599.29' 599.05; 598 J j X5 TC 598.56 + ( TC TC ME PROPOSED CONNECTION INTO TC EXISTING DRAINAGE SYSTEM _ " '' 0 t , 9 588.E50•�� O °..... v' t' 597 59805 8 599.19, 9 TC{< rn , � TW B W SS v, - y CLEANOUT �g 96 5 � M i , INV.: 595.50' 2: 1 3 � ' ,...... , 598.60 . ,,., DRY CURB & 594.60... I.. = 599.50 599.50 TS l : 596.83 GUTTER (TYP.) TC w 585 I FFE FFE 598.32. 599.42 - TC -'-r _ �. TC . 1._ ► 596.88 ; 9 A. I TS _597.80_ TC �Og,, 594.51. ll I 599.42• 598.48 TC ° N i TC �. ".. [ TS' TS TC597.43 x ~ , D " , > � . 584 � � ,.,�, 9 -I > " ►. 598.1 j...: \ y.._. --.._ . -- TC, 596.75...... TC 9 \�S TC �g 0 TC Sig b\ O 591.43 - 596.69 n. 6.TC f t ,0 59 u S8 TW BWI 1 599.42 co • co 3 DRY CURB & 7.29 596.90.." u 588.07 TW 597.60 TS 596.48 9� N., 594.01 " TC GUTTER (TYP.) TC Gj N TCS 596.22 A 582.09 BW. r 597.28. 596.57 �h . S TC \ _ TC h �^ S82 I ', cS+ TC p cv� 94 TC vo J 595.93 I Tx �. c�~ L. 596.76 �' 596.45 ~ TC 4 S9 593.91 j :. s ° .. TC' � TC � , co 595.39 S8 0.... i 04 ,...€ co � ,,A ,?! ,. ` �� O ._ ..... ~ 595.33- LO 95.33 _ � E '~ 1.590.05 TW c9 /TC ;- o I593� 31 BW ° cTi 59 r,� •; 0 594.05 59�. 593.68 r A 93 S8 I cs 5 _ p • r A TC � �� a > • �/'� 5g5 (J ,. V• f .,..E -. -_ ,� ►,': .' I 591.88 TWA._• SEE INSET A FOR I ... f , .. ,; 592 ".. I 586.49 BW 97 LF OF 8" DUMPSTER GRADING �" • r '• I PVC ® 6.33% r of 590.43 .S 594.52..... 594.35 h �9 I TC TC 594 594.23 593 99 TC- _ DRY CURB & 591 ° TC 594.02 584.51 TW • 594.20 TC TC "578.51 BW GUTTER (TYP. TC 100 S • I \ 594.05 I 589.92 I a •S r° � ;1 T. 590.54 TW TC3g fi 584.50 TW,� I''586.70 592.71 TW co 578.50 BW' . 587.21 BW ° ,r . E ^, 576.72 i < 590.7 - e; ? _ - -- 593 589.88 2 TW v .L S 593.29 ° g I TS ME 8S 584.72 BW b� > Gj TC t 593.74- TC 543.07 c9 �' - S c0 , &' N _ - 576.89 \ . 0 \�\\\� 592.53 3 fl TS .ME 5.2 .. � 02 h 57690 T O.58W 579.23 BW BW 06576.44 BW 590.38 �29 X4 590586.67 TW ,58067 BW / , s� i 590.35 p f `(6. 1 X3 582.42 "---� T TCS 'y ,•, RETAINING WALL (DESIGNEDTW B W r ...: h f h BY OTHERS, SEE SHEETS - _ RW5.1-RW6.5) o_. ` J r . 9 583 2 r._.. PROPOSED CONNECTION w ; i TC ME Q INTO EXISTING DRAINAGE SYSTEM_ p Vk O58.3 " 01 ' r ff j 20'"PRIVATE,, DRAINAGE EASEMENT v a r L'1 ,v , s 71 s ' i011~ , i t: ^ f w .w X1 r` 5 S ) i = r 3 ' r GRADING LEGEND TC: TOP OF CURB ELEVATION BC: BOTTOM OF CURB ELEVATION TW: TOP OF WALL ELEVATION BW: BOTTOM OF WALL ELEVATION FS: FINISHED SURFACE ELEVATION FFE: FINISHED FLOOR ELEVATION P: PAVEMENT (ME): MATCH EXISTING STR. 04 STRUCTURE LABEL 592.96 AREA OF MANAGED SLOPES NOTES 1. ADA ACCESSIBLE SPACES SHALL HAVE A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. 2. ALL PROPOSED SIDEWALKS AROUND THE BUILDING AND ALONG THE PROPERTY FRONTAGES SHALL HAVE A MAXIMUM 1.5% CROSS SLOPE AND 4.5% LONGITUDINAL SLOPE. 3. MAXIMUM HEIGHT OF RETAINING WALL SHALL BE 6 FEET. SAFETY RAILS WILL BE REQUIRED. 4. VDOT STANDARD ST -1 STEPS ARE REQUIRED ON ALL STRUCTURES WITH HEIGHT GREATER THAN 4 FEET. 5. VDOT STANDARD IS -1 INLET SHAPING IS REQUIRED IN ANY STRUCTURE WITH GREATER THAN 4 FOOT DROP. 6. PIPE LENGTHS ARE MEASURED FROM CENTER OF CHAMBER TO CENTER OF CHAMBER. 7. NYLOPLAST INLINE DRAINS SHALL BE EQUIPPED WITH H-20 STANDARD GRATES. STRUCTURE TABLE STRUCTURE NAME DESCRIPTION RIM HEIGHT STR. 01 VDOT STD. MH -1, D=48" 580.16 3.76 STR. 02 VDOT 5TD. DI -3C, L=10' 589.75 7.75 STR. 03 VDOT STD. MH -1, D=48" 590.78 5.37 STR. 04 VDOT STD. DI -3C, L=6' 592.96 4.47 STR. 05 VDOT STD. DI -3B, L=6' 597.91 7.33 STR. 06 VDOT STD. DI -2B, L=6' 592.57 3.32 STR. 07 NYLOPLAST 15" INLINE DRAIN 599.29 5.45 STR. 08 NYLOPLAST 15" INLINE DRAIN 599.03 3.53 STR. 09 NYLOPLAST 15" INLINE DRAIN 599.40 3.69 STR. 10 NYLOPLAST 15" INLINE DRAIN 599.38 5.10 STR. 11 NYLOPLAST 15" INLINE DRAIN 599.34 5.93 STR. 12 NYLOPLAST 48" MANHOLE 599.55 6.98 STR. 13 NYLOPLAST 48" MANHOLE 590.65 6.33 INSET A SCALE: 1" = 10' TW GRAPHIC SCALE IN FEET 0 10 20 40 0 Af r� N STORM PIPES R N PIPE SEGMENT LENGTH DESCRIPTION z> SLOPE INV. (IN) INV. (OUT) STR. 01 TO STR, X3 62 LF 15 IN 15" RCP 4.44% 576.40 573.63 STR. 02 TO STR. 01 74 LF 15 IN 15" RCP 7.44% 582.00 576.50 STR. 03 TO STR. 02 28 LF 15 IN 15" RCP 4.29% 585.41 584.21 STR. 04 TO STR. 03 52 LF 15 IN 15" RCP 5.76% 588.50 585.51 STR. 05 TO STR. 04 73 LF 15 IN 15" RCP 2.73% 590.58 588.60 STR. 06 TO STR. 03 111 LF 15 IN 15" RCP 3.37% 589.26 585.51 STR. 07 TO STR. 05 93 LF 8 IN 8" PVC 3.41% 593.85 590.68 STR. 08 TO STR. 07 46 LF 8 IN 8" PVC 3.41% 595.50 593.95 STR. 09 TO STR. 10 66 LF 8 IN 8" PVC 2.00% 595.71 594.38 STR. 10 TO STR. 11 39 LF 8 IN 8" PVC 2.00% 594.28 593.51 STR. 11 TO STR. 12 45 LF 8 IN 8" PVC 1.63% 593.41 592.67 STR. 12 TO STR. 13 122 LF 8 IN 8" PVC 6.71% 592.57 584.42 STR. 13 TO STR. X5 20 LF 8 IN 8" PVC 6.65% 584.32 582.98 INSET A SCALE: 1" = 10' TW GRAPHIC SCALE IN FEET 0 10 20 40 JALTH " 0 Af r� N W r� R N UQ i z> C) V o LLJz m Qo m (n c� N� m m oU0o N N ~ U�n0 m O LL � <0 d N C-) 00 r- 0 o Ld m o w z -0w \ (_0 O U � J U =�wzo� w U LLJ N �z=� in �Q w ` Q \ 00 U O_j o w Q SHEET NUMBER CG -1 00 z Li O U � z z O D GO O j U ,_,_, 0 Ll w 0 0 Q 0 z JALTH " 0 Af r� N W r� R N UQ i z> C) V o LLJz Qo m (n c� N� m m oU0o N N ~ U�n0 m O LL � <0 d N C-) 00 r- 0 o z N C° _ Q m o w z -0w \ (_0 O U � J U =�wzo� w U LLJ O �z=� in �Q w ` (n c� 00 U O_j 0 0 w JALTH " Af Q _z W v BRIAN J. BRE R Lic. No. 039045 KSS O� 1112I/ZO17 i ass �fi ZONAL F' z O m (n a (n m m D o O � N N ~ =n m O LL � o � O d N C-) V) Q o > m m o Q _ _ \ (_0 J U 0 - Lu w U O Q in Q w ` (n c� L] U z CL V z U) Q _z W 0 F- U) , ,_j W O LL � ui CL Q Q^ 0 - Lu O W 0 O ` U LLJ w Q SHEET NUMBER CG -1 00 DRAINAGE LEGEND DRAINAGE BOUNDARY LIMITS OF ANALYSIS { OVERALL MASTER STORMWATER ASSUMPTIONS MOTES: DRAINAGE AREAS DEPICTED ON THIS SHEET ARE BASED ON THE SWM & BMP PLAN FOR HOLLYMEAD TOWN CENTER REGIONAL SERVICE AREA C BY RIVANNA ENGINEERING & SURVEYING, PLC, DATED DECEMBER 16, 2004. ACCORDING TO OVERALL DEVELOPMENT STORMWATER MANAGEMENT/BMP PLANS, A TOTAL OF 28 ACRES CONTRIBUTE TO THE STORMWATER MANAGEMENT POND IN BLOCK I OF THE HOLLYMEAD TOWNCENTER DEVELOPMENT. HYDROLOGIC/HYDRAULIC CALCULATIONS FOR HOLLYMEAD TOWNCENTER SWM -1 BY RIVANNA ENGINEERING & SURVEYING, PLC, DEPICT THIS AREA AS DRAINAGE AREA Z. DRAINAGE AREA Z = DRAINAGE AREA A + B + C = 28.0 ACRES. DRAINAGE AREA Z WAS DESIGNED WITH AN OVERALL C -VALUE OF 0.85. REFER TO DRAINAGE AREA MAP ON SHEET CG -103 FOR CALCULATIONS WITHIN THE PROJECT LIMITS OF ANALYSIS. REFER SHEET CG -104 FOR STORMWATER QUALITY CALCULATIONS. i r 7 ir r AN a., It f, m>.. :; y... .. E 77 , t t it 41 Im low low i" f. } 01,; i : F, ii �' _ ; i is 3 : ! ' t. , ' ...:< -.. x ,. {.,,,.,_,.......,, t � ,, s , , ! �' } j 1 < .l ;� i r l + , z i r utwre Li $g' i% [ f ,r [ V, i 4 y i + tt t f , � t E \ . jj � w f ; tk < t. yy. O •,..�::�.:., .... _,.,.... ���...,�.._,„� Ski 't . ,<' .... __ \ _ N� E , ! < u y , ( J , ' �'r, 3 ; sem""'" i 7 .....—,.,_ �- ,s.. .� i 7 ,_.._. ..� rweaae� mow✓,,. .,,, & �'. �1, sNL _ 3 _.._._ _ .... ..... –._.. _.. .. 'S .. .. –. _ GRAPHIC SCALE IN FEET 0 30 60 120 01 m z 0 w 0- 0I z O r7 N o_ �—> r� m - m N o cn z> c o 1,1z N Lli r� w / QO J d O= N :�j F- � QN OO 00 O ACL 0 O m ¢O r� O o wLi ZN LLj o t-- 0 z -ow ... wD 00 > O =� L U LLJ _ 0 � Z CL m z 0 w 0- 0I z ��p,LTH �r Gz� BRIAN J. BRE R y Lic. No. 039045 14: ANAL O r7 N o_ �—> r� m - m N o cn z> c o 1,1z N r� w / QO J d O= N :�j F- � QN OO 00 O ACL 0 O m ¢O r� O o wLi ZN LLj o t-- 0 z -ow ... wD 00 > O =� L U LLJ _ 0 � Z CL U5 W �Q w S d 00 N J stoma �Ie O O h ��p,LTH �r Gz� BRIAN J. BRE R y Lic. No. 039045 14: ANAL z 3: o_ �—> o � m - m o cn cn N r� w / Ii J d O d 0 �0 F- � QN (J-) Q m L LL! o wLi m o Z CD J O U 0 Q u U5 W Q cl� w S d J �W V d Z t1. /d d Vi. 75 �d ryw w� � d d vJ Q z_ WLJ. 1_ r� w / Ii J d W O 1L L LL! V Q rn \,/ j CL W I..L O W Q0 0U d J Q LL SHEET NUMBER CG -101 rr Tj R 0 rs, 0 U .1 CC =' DRAINAGE AREA SUMMARY L „- r- 0 0 Ln r� 0 , c•i DRAINAGE AREA LABEL J ? TOTAL AREA (AC.) IMPERVIOUS AREA (AC.) PERVIOUS AREA (AC.) OTHER AREA (AC.) C CN TIME OF CONC. T, (min) PRE -DEVELOPMENT 0.0441 ACRES, SIZE PIPE CAPACITY 0.0278 C=0.66 C=0.76 fr-� J f accum DA X1 X1 0.215 0.125 0.091 0.000 0,65 82 5,0 DA X2 X2 0.205 0.106 0.100 0,000 0.61 1 80 5.0 DA X3 X3 1.815 0.000 1.815 0.000 0.30 61 5.0 DA X4 X4 0.100 0.057 0.043 0.000 0.64 82 5.0 DA X5 X5 0.232 0.188 0,044 0.000 0.79 91 5.0 TOTAL: 565.11 2.567 0.476 2,091 0.000 0.41 68 5,0 DA ROOF 05 0.266 0.266 0.000 0,000 0.90 98 5.0 DA ROOF 06 0.196 0.196 0.000 0.000 0.90 98 5.0 DA4 04 1 0,306 0.241 0,065 0,000 0.77 90 5.0 DA 5 05 0.191 0,159 0.032 0.000 0,80 92 5.0 DA 6 06 0.147 0.136 0.012 0.000 0,85 95 5.0 DA 2 02 0.318 0.260 0.058 0,000 0.79 91 5.0 DA 7 07 0.045 0.022 0.023 0.000 0.59 79 5.0 DA 8 08 1 0.023 0,012 0.011 0.000 0,61 80 5.0 DA 9 09 0.073 0.038 0.035 0.000 0.61 80 5,0 DA 10 10 0.044 0.034 0.010 0.000 0.76 89 5.0 DA 11 11 0,028 0.017 0.011 0.000 0.66 83 5.0 DA X1 X1 0.384 0.125 0.259 0.000 0.50 73 5.0 DA X2 X2 0.112 0.099 0.013 0.000 0,83 94 5.0 DA X3 X3 0.149 0.011 0.138 0.000 0.34 64 5.0 DA X4 X4 0.157 0.082 0.075 0.000 0.61 80 5.0 DA X5 X5 0.292 0.191 0.101 0.000 0.69 85 5.0 TOTAL: 576.50 2.730 1,889 0.841 0.000 0.72 87 5.0 DRAINAGE LEGEND X2 GRAPHIC SCALE IN FEET 0 20 40 80 STORM DRAIN DESIGN CALCULATIONS POST -DEVELOPMENT �":> 12 10 09 B 3265 11 8��?' r DA X2 1119/ACRES 00.83 02 Fla GRAPHIC SCALE IN FEET 0 20 40 80 FROM POINT TO POINT DRAINAGE AREA RUNOFF COEFFICIENT CA INLETTIME / f RUNOFF 77 DQ,10 DA 11 0.0441 ACRES, SIZE PIPE CAPACITY 0.0278 C=0.66 C=0.76 fr-� J f accum r } lower end inc r DA X5. acres C 321 ACRES in/hr cfs C=0.69. •. � I . A 1f19i�'` 10 09 B 3265 11 8��?' r DA X2 1119/ACRES 00.83 02 Fla GRAPHIC SCALE IN FEET 0 20 40 80 FROM POINT TO POINT DRAINAGE AREA RUNOFF COEFFICIENT CA INLETTIME RAINFALL RUNOFF INVERT ELEVATIONS LENGTH SLO1PE SIZE PIPE CAPACITY Q/ Qf VELOCITY FLOW TIME inlet accum upper end lower end inc r accum acres C min in/hr cfs ft ft ft %in (5) cfs (7) fps min X2 X1 0.11 0.83 0.093 0.093 5.00 6.67 0.62 572.44 565.81 170 190% 18 20.77 3% 11.77 0.54 5.00 X1 X11 0.38 0.S0 0.192 0,285 5.00 6.49 1.86 565.11 564.95 49 0,30% 18 6.00 31% 3.26 0.27 5.54 X11 X8 (N/A) (N/A) 0.000 0.330 0.00 6.41 2.13 564.77 558,43 147 4.30% 18 21.82 10% 12.36 0.31 5.81 6 3 0.34 0.79 0.271 0.301 5.00 6.67 2.02 589.26 585.51 108 3.50% 15 12.06 17% 9.87 0.25 5.00 8 7 0.02 0.61 0.014 0.014 5.00 6.67 0.10 596.51 596.28 46 0.50% 8 0.86 12% 2.45 0.47 5.00 7 5 0.05 0.59 0.027 0,041 5,00 6.51 0.27 596.18 593.85 133 1.80% 8 1.60 17% 4.66 0.65 5.47 5 4 0.46 0.90 0.411 0.433 5.00 6.31 2.75 592,01 588.10 98 4.00% 15 12.89 21% 10.56 0.20 6.12 4 3 0.31 0.77 0.236 0.668 5.00 6.26 4.21 588.00 585.51 54 4.70% 15 13,94 30% 11.44 0.09 6.32 3 2 (N/A) (N/A) 0.000 0.970 0.00 6.23 6.09 585.41 584.21 29 4.20% 15 13.27 46% 10.82 0.05 6.41 2 1 0.32 0.79 0,251 1.221 5.00 6.22 7,65 582.00 576.50 74 7,40% 15 17.61 43% 14.36 0.09 6.45 1 X3 (N/A) (N/A) 0.000 1.221 0.00 6.19 7.62 576.40 573.63 62 4.40% 15 13.61 56% 11.07 0.09 6.54 X3 X4 0,15 034 0,051 1.272 5.00 6.17 7.90 573.53 569,61 94 4.20% 18 21.51 37% 12.21 0.14 6.63 X4 X7 0.16 0.61 0,096 1.367 5.00 6.13 8.45 567.44 565.97 51 2.90% 18 17.79 47% 10.15 0.09 6.77 9 10 0.07 0.61 0.045 0.045 5.00 6.67 0.30 595.71 594.38 66 2.00% 8 1,71 18% 4.91 1 0.30 5,00 10 11 0.04 0.76 0.033 0.078 5.00 6,57 0,52 594.28 593.51 39 2.00% 8 1.70 31% 4.91 0.15 5.30 11 12 0.03 0.66 0.018 0.097 5.00 6.52 0.63 593.41 592.67 4S 1.60% 8 1.54 41% 4.39 0.18 5.45 12 13 (N/A) (N/A) 0.000 0.097 0.00 6.46 0.63 592.57 590.98 121 1.30% 8 1.39 45% 3.96 0.52 5.63 13 X5 (N/A) (N/A) 0.000 0.097 0.00 6,30 0.61 583.30 579.98 21 15.80% 8 4.81 13% 13.80 0.04 6.15 X5 X6 0.29 0.69 0,201 0.298 5.00 6.29 1.89 579.88 578.12 48 3.70% 18 20.23 9% 11.46 0.11 6,19 X6 X7 (N/A) (N/A) 0.000 0.298 0.00 6.26 1.88 578.02 566.04 147 8.20% 18 30.02 6% 17.07 0.26 6.30 X7 X8 (N/A) (N/A) 0,000 1.665 0.00 611 10.25 565.97 557.83 215 3.80% 18 20.43 50% 11.62 0.31 6.86 X8 X9 (N/A) (N/A) 0.000 1,995 0.00 6.02 12.11 553.67 547.74 143 4.20% 18 21.42 57% 12,21 0.19 7.17 X9 X10 (N/A) (N/A) 0.000 1.995 0.00 5.97 12.01 1 539.72 536.23 98 3.60% 24 42.70 28% 13.70 0.14 7.36 X10 01 (N/A) (N/A) 0.000 1.995 0.00 5.94 11.94 1 536,21 535.94 41 0.70% 24 1 18.28 65% 6.04 0.11 7.50 LIMITS OF OUTFALL TO SWM -1 HYDRAULIC GRADE LINE CALCULATIONS GRAPHIC SCALE IN FEET 0 30 60 120 INLET 0.81)+ INV (OUT) ACTUAL OUTLET WSE DESIGN OUTLET WSE Do Q. Lo Sfq Hf JUNCTION LOSS FINAL H INLET WSE F/L ELEV Vo (8) Ho (9) Q; (10) V1 (11) M 2 H; Angle HA Ht Surface Runoff Factor? 1.3 Hf IS -1? 0.5 Ht o (2) (3) (4) (5) (6) (7) (13) LLJ_ (15) (16) (17) (18) (19) (20) (21) X10 537.54 537.54 537,54 24 11.94 41 0.0028 0,12 5.34 Q Z 4.24 50,92 0.28 0.10 70 0.17 0.38 NO 0.38 NO 0.38 0.49 538.03 1 544.74 X9 537,83 538.03 538.03 24 12.01 98 0,0028 0.28 5.84 0.13 12.11 6.85 z 0.73 0.26 20 0.18 0,57 NO 0.57 NO w 0.85 538.88 553.26 X8 548.94 538.88 548.94 18 12.11 143 0.0133 :1.89 7.36 0.21 10.25 5.80 59.45 0.52 0.18 15 0.10 0,49 NO 0.49 NO 0.49 O 551.33 565.03 X7 559.03 551.33 559.03 18 10.25 215 0,0095 ;2.05 6.60 0,17 8.45 4.78 40.39 0.35 0.12 80 0,23 0.53 NO 0,53 NO 0.53 2.58 561.61 574.33 X4 567.17 561.61 567.17 18 8.45 51 � (033 S.94 0,14 7.90 4.47 35.31 z 0.11 z 0.09 0.34 NO 0.34 NO 0,34 O 567.84 D X3 570.81 567.84 570.81 18 7.90 cn 0.0057 O 5.75 0.13 7.62 6.21 47.32 0.60 j 0 O 0.34 NO 0.34 NO 0.34 0.87 W 577.73 1 574.63 571.68 574.63 15 7.62 62 m (0.87 o 0.17 7.65 6,24 47,74 0.60 0.21 25 0.18 0.57 NO 0.57 NO 0.57 1,43 576.06 579.66 2 577.50 576.06 577.50 15 7.65 74 0.0140 1.04 6.70 0,17 6.09 4.96 30.21 0.38 0.13 90 0.27 0.58 w 0.75 NO 0.75 1.79 579.29 589.75 3 585.21 m 537.54 15 6,09 29 0,0089 (0.25 5.80 0.13 0 3.53 14.86 0.19 0.07 30 0,07 0.27 NO 0 NO 0.27 0.52 538.06 590.22 4 586.51 538.06 Q 15 4.21 54 0.0042 (0.23 4.86 0.09 2.75 2.67 7.34 0.11 0.04 60 0.06 0.19 YES 0.25 NO 0.25 0.48 586.99 592.46 5 O 586.99 589.10 15 2.75 98 0.0018 0.18 4.14 z GRAPHIC SCALE IN FEET 0 30 60 120 INLET 0.81)+ INV (OUT) ACTUAL OUTLET WSE DESIGN OUTLET WSE Do Q. Lo Sfq Hf JUNCTION LOSS FINAL H INLET WSE F/L ELEV Vo (8) Ho (9) Q; (10) V1 (11) QV; (12) �'- 2g H; Angle HA Ht Surface Runoff Factor? 1.3 Hf IS -1? 0.5 Ht (1) (2) (3) (4) (5) (6) (7) (13) (14) (15) (16) (17) (18) (19) (20) (21) X10 537.54 537.54 537,54 24 11.94 41 0.0028 0,12 5.34 0,11 12.01 4.24 50,92 0.28 0.10 70 0.17 0.38 NO 0.38 NO 0.38 0.49 538.03 1 544.74 X9 537,83 538.03 538.03 24 12.01 98 0,0028 0.28 5.84 0.13 12.11 6.85 82.95 0.73 0.26 20 0.18 0,57 NO 0.57 NO 0.57 0.85 538.88 553.26 X8 548.94 538.88 548.94 18 12.11 143 0.0133 :1.89 7.36 0.21 10.25 5.80 59.45 0.52 0.18 15 0.10 0,49 NO 0.49 NO 0.49 2.39 551.33 565.03 X7 559.03 551.33 559.03 18 10.25 215 0,0095 ;2.05 6.60 0,17 8.45 4.78 40.39 0.35 0.12 80 0,23 0.53 NO 0,53 NO 0.53 2.58 561.61 574.33 X4 567.17 561.61 567.17 18 8.45 51 0.0065 (033 S.94 0,14 7.90 4.47 35.31 0.31 0.11 25 0.09 0.34 NO 0.34 NO 0,34 0.67 567.84 574.96 X3 570.81 567.84 570.81 18 7.90 94 0.0057 (0.53 5.75 0.13 7.62 6.21 47.32 0.60 0.21 0 0.00 0.34 NO 0.34 NO 0.34 0.87 571.68 577.73 1 574.63 571.68 574.63 15 7.62 62 0.0139 (0.87 6.68 0.17 7.65 6,24 47,74 0.60 0.21 25 0.18 0.57 NO 0.57 NO 0.57 1,43 576.06 579.66 2 577.50 576.06 577.50 15 7.65 74 0.0140 1.04 6.70 0,17 6.09 4.96 30.21 0.38 0.13 90 0.27 0.58 YES 0.75 NO 0.75 1.79 579.29 589.75 3 585.21 579.29 537.54 15 6,09 29 0,0089 (0.25 5.80 0.13 4.21 3.53 14.86 0.19 0.07 30 0,07 0.27 NO 0.27 NO 0.27 0.52 538.06 590.22 4 586.51 538.06 586.51 15 4.21 54 0.0042 (0.23 4.86 0.09 2.75 2.67 7.34 0.11 0.04 60 0.06 0.19 YES 0.25 NO 0.25 0.48 586.99 592.46 5 589.10 586.99 589.10 15 2.75 98 0.0018 0.18 4.14 0.07 0.27 0.76 0,21 0.01 0.00 90 0.01 0.08 YES 0.10 NO 0.10 0.28 58938 597.47 7 594.38 589.38 594.38 8 0.27 133 0.0005 0,07 2.37 0.02 0.10 1.19 0.12 0.02 0.01 40 0.01 0.04 YES 0.05 NO 0.05 0.12 594.50 599.29 8 596.81 594,50 596.81 8 0.10 46 0.0001 0.00 1.62 0.01 0.00 0,00 0.00 0.00 0.00 0 0.00 0.01 YES 0.01 NO 0.01 0.02 596.83 599.03 6 586.51 538.06 586.51 15 2.02 108 0,0010 0.11 3.74 0.05 0,00 0.00 0.00 0.00 0.00 0 0,00 0.05 YES 0.07 NO 0.07 0.18 586.69 592.57 X6 567.24 561.61 567.24 18 1.88 147 0.0003 0.05 3.49 0.0S 1.89 2.91 5.50 0.13 0.05 80 0.09 0.18 NO 0.18 NO 0.18 0.23 567.47 582.02 X5 579.32 567.47 579.32 18 1.89 48 0.0003 0,02 3.49 0.05 0.61 2,03 1.24 0,06 0,02 30 0.02 0.09 YES 0,12 NO 0.12 0.14 579.46 586.96 13 580.51 579.46 580.51 8 0.61 21 0.0025 0.05 3.10 0.04 0.63 1.80 1.13 0.05 0.02 40 0.02 0.08 NO 0.08 NO 0.08 0.13 580.64 590.65 12 591.51 580.64 591.51 8 0.63 121 0,0027 033 3,13 0.04 0.63 2.69 1.69 0.11 0.04 80 0.07 0.15 NO 0.15 NO 0.15 0.48 591.99 599.55 11 593.20 591,99 593.20 8 0.63 45 0.0027 0.12 3,14 0.04 0.52 2.58 1.34 0.10 0.04 0 0.00 0.07 YES 0,10 NO 0.10 0.22 593.42 599.34 10 594.04 593.42 594.04 8 0,52 39 0.0019 0.07 2.92 0.03 0.30 1.90 0.57 0.06 0.02 0 0,00 0,05 YES 0.07 NO 0.07 0.14 594.18 599.38 9 594.91 594.18 594.91 8 0.30 66 0.0006 0.04 2.46 0.02 0.00 0.00 0.00 0.00 0.00 0 0.00 0.02 YES 0.03 NO 0.03 0.07 594.98 599.40 X11 559.63 551,33 559.63 18 2.13 147 0.0004 0.06 3,62 0,05 1.86 3.13 5.82 0.15 0.05 50 0.08 0.18 NO 0.18 NO 0.18 0.24 559,87 570.80 X1 566.15 559,87F566.15 18 1.86 49 0.0003 0.02 3.00 0.03 0.62 3.78 2.34 0.22 0.0 1 90 1 0.16 0.27 YES 0.35 NO 0.35 0.36 566.51 571.56 O n N n N O Q z> C/C) Z 1- Qo O= N ji ou 00 O n n O C Q I z 0ncrr 00 r` O Z N co = ;yV Qw�i- z~ow 00 J OU w w0 O Q J W 00 N J a Boom o� O O ui f` TH QQ �r to VJ a. 0- > -- v BRIAN J. BRE R a Lic. No. 039045 O� 11/224��I7 �s`SIDNAL U LdJ z m n m m O5 Q W O Cn O � w � Q SHEET NUMBER (� (J-)oQ m0 Q \ on W D W O Q C) W Q W W S (n 0 0 C) Q z_ W 0 _W V! Q W 0 LL ui QQ to VJ a. 0- > -- W r) 0 0 U LdJ Q W U) Q SHEET NUMBER CG -1 02 w 0 Q t� rr 1 11, r u - O 4 0 w F ill 0 w w X6 :: L'1)a=raj Ux; n7�pPgqAX ritj On t; iio3 °rs- ominfon Development rXasoUrc,es, t_I..G Pnntops (Tire 172 South 3^% Charlo fo5vill4', VA229:i d 434,979.8121 (p) Pr'Fs 434.9(8.1691 (t) DCSh'✓A.com November 13, 2)07 fuck riCurt C.14', hurt cont'a,;tors Pia Box •S 1.47 Charintte vibe, JA 229116 Rt : FTr)llyzncad "I"'ovalcenttr, SWM Facility rfi1 Dear `('a(6.er, "lhe purpose of fills letter is to cerltfy that 111" storm se"'Cr system cnnvc yang the dP1111ar�'t; fiont Btu", 8 • Irl it.j L \\\ i,E L,41F��YAN�-- November 12, L007 V[;1 FivtAfL and C1.S• iUt,11L Roger D. Williams, Esq. McCallum & I udvavett, P.C. 250 Hfist ttigh :street Ch,,&tticsville, VA 22902 Re: TRVstcas_at the rest l3fflu Land frust ("1101AC to''hr, Ulmida f]:ouuS";I'I C;,'), Tc- mcd 2 U4vilcoiacd Block Ch t the i Tullynnea I Towneenter to stortrlwatcr roanagcfnent facility !; l h:,s been designed, to accommodate OPEN die. full develop::rcnt condition, for that Brea. teat Roger: Sinc4 �r`` y' (hav;. rcceircd from you various closing. documents in preparation ii?r closing on 19o1!yrncad ;�.,,.� t`, i, l:xj Ta�E'nce=.0 .r dlvc k. C; 1 of h I loltc r r t'Icre are nulaerous operahr n d iasu iibc. rail: Ioed and la 'nd oth4C d)!:1linCfl'.(ItUC: outstanding, �t"t:e list tiC1174'/ is SIIZI.1 t to ihc. 1 fh( ( p r1 t=.: �, checklist 14111 Tim Mille;, PL, LS Q ' 4 rftillp. but dol .s Iles include document' received a5 to wbich `evt, have no qumif,•Iis or rcvNolls -trN-.,;. AREA (AC.) As f mentioned last vI4 "at LiwrcDcc, the piarrnc; in charge of E;ulthr:g b,?i4t the r,tlnor elle AREA (AC.) plan •uli'_nd,))crit and the lcvisGd subdivision plat through the County revtm process totrctrd approval, ;,aids that these two documents certainly would not be reviev,-ed and approved in time• , 1(11 our schedukd !:luring lin Novtmbe: 15, 2007. In (act, based on lntonnwiwi born I'1ll Cl itr;d "••!'fi. ";5��9 plaimer David 11Qarof;k, approv11 any time before November 20" appears very unlikely. A ;")01") perhaps f-;1'S:I7{e: t" concern aS to l!;L'$C (w0 filed d()C.Ultlen[S 3S that the Ct)3ngC`; 1'cy uc;,;jCti b'1 41:C A++aasr elicit{ il; a leder dated Qetober 19, 2007 frons Bo Rodunbough to Ed Lowry are not rcticctud :n 1,000 {hc sublidticd do umentri cnrtently, being revievied by the Cowry. zN (_0 _ Io Aurmnarllt, the necessary doclnnelliation and rcijucstcd assurances ilrC s fVlluws 0:20:63.0 A a. Cel Cficatien ti et file red mZ dnwn;trc:m3 stone system tr i n block C3 to Stoirn Wincr CC D 03 w l.ulaL;zmen: Facility P1 k designed and ins4lll':d to haindlu a4e),lately alt ost- ;.111 dcveloptnenlrunofffrum C8. 98,0 E-nail:t5chr,e3lartiiscia layarsom i22 fa5l majn $1,"!, Eighn! FNct Imo Fhche: 43C,245.3A48 Charlunea,JN, viryinia ^:402 0.000 Uirocl Fa.r. A7-0.29G.o403 Pho,�a: 49a.'tA5.3ddt i Fap::'sd,29u,G30i €1.95 a.r?oePiEv; At LA.w? •7:;''8.!.Et'4A1'r'Ji'fAN C:OM Roger D, Williarns, L'sq, lobe: D. Williams, lzaq. November 12, 2007 November 12, 2007 Page 2 P:i;;e 3 b. 'rxr'hen Block C8 is devel7pcd, the morin ,,"4 tri pile \-111 oc d to tic in to oto itllE l >1 a'm it 11 4'asc let We know if you have any questions oboist mere rtgncsts, the pocket part Wc' ntcd ;t dr:ilitnj.', Ii()Ill ! t.,it,l .isle Finn ihu ilpprcprjatC st.nn wate' o nwi:aguniclit c:aserver t. Very truly yours, 2. Laurel Palk LanerPrivl.te :l s e.ss Ftocd r •. jT, dl' a. Tucker i{art xr- ed 4O l'v uu 13i:>hc,p s r! qa..t h It i lar- I !'nrk I_un - bz. (xsuriard n•ith ?ori 11. Schtvcllel: 6 inches of stone, 4 inches z f bu:da, grid ? India;: oi lopping, ,athet than. the 6 and 2 -- :it tion 'snood Ott ffie i,i'ev)ou4 1.111:%fes 1 avk 1. ac roan ti:2:1':il °,. '1)w roast deeds to cc; Whin Bishop be fevi5Cd to Show such churlgc in conStruc'ioll plans. Ed {Awry, Esq, Bo Ro ens ough, E;q, 1). The Minor Site Ilton linteiidrile!){ 31. o 11,:sd.; to be rcvlsed to show l:te 6+^Ii:- 51ctvun. Steve N. 13hime, C. We tmk d evidence of County dppro V?; of the neve;,_, f i. auir"el Palk L ojw fo,lf f .1. sa:libi'y _5e1VCr Easellicili a. Jhe wink-'ry $C`.i'cr case rn tilt shoutd cateild ftom the se"nui y';'xwer pian-ho1G (.-7 11loIIY, Timberwood Boulevard to the edge of our I:roperty line, b. i'loast, prt)vidC v4•.rificati?)n ghat 111C•rC is it Sidi ,'w of {fie 8-41)l!l watcr tint: 1t> blovt� C: :it Station 5 100 hum Laurel Park Lane. Please proyidt volificalina as to an S -Lich Y cornectioan to Block C:8 fi(rn the S -inch sculitary sewer system located at the rnai,gin of Laurel il'.(rk !_ane tal;pn),,hlltdrf, i -3Q' imthOftna!,holt,C 5). 1. Dc.dic;an m (ff"'leetina tits et and 7'imberxo,d i oulev4u! Please provide evidence that the dedicaficr: of these righu o; r:uy has been aeecpled by he' 116cn;al'1e f.i)11r71V Heard of Snperv'l50r:;, 5 1, l.r , �..licttir'lans%l;lectnc L'ouc;lut a, I'1Gase provide utility design (fta.vings. b. We hftve still not re -cel :1 coinpletu I,unduit plan hs IQ'(luc`itcdt� I he condi.ltl }Ilan we rccckved slows a hand -drawn conduit thld cn(f3 beG.>ic reaching C&. ffm ffil A. "101 THE SITE IS CONSIDERED A NEW DEVELOPMENT IN A MASTER PLAN AND FOLLOWS TECHNICAL CRITERIA PART II—B AND THE HOLLYMEAD TOWNCENTER AREA C MASTER STORMWATER PLAN. THE LIMITS OF DISTURBANCE (±2.08 ACRES) SERVE AS THE LIMITS OF ANALYSIS FOR BOTH STORMWATER QUANTITY AND QUALITY CALCULATIONS. THE ENTIRE PROJECT SITE ULTIMATELY DRAINS TO HOLLYMEAD MASTER SWM -1 STORMWATER MANAGEMENT BASIN. STORMWATER QUANTITY CONTROL: THERE ARE TWO POINTS OF OUTFALL FOR THE SITE AS NOTED BELOW: • THE MAJORITY OF THE SITE CONNECTS TO THE EXISTING DRAINAGE NETWORK VIA A 15" RCP AT STRUCTURE X3. • THE REMAINDER OF THE SITE CONNECTS TO THE EXISTING DRAINAGE NETWORK VIA A 8" PVC PIPE AT STRUCTURE X5. ULTIMATELY, STORMWATER QUANTITY COMPLIANCE FOR BLOCK VIII IS ACCOUNTED FOR IN THE APPROVED OVERALL DEVELOPMENT STORMWATER MANAGEMENT/BMP PLANS BY RIVANNA ENGINEERING & SUIRVEYING PLC FOR HOLLYMEAD TOWNCENTER AREA C. BLOCK VIII DRAINAGE AREAS WERE DESIGNED WITH AN ASSUMED OVERALL C—VALUE OF 0.85, AND WITH THE PROPOSED STAYBRIDGE SUITES DEVELOPMENT, BLOCK VIII DRAINAGE AREAS HAVE AN OVERALL C—VALUE OF 0.72. SINCE LESS IMPERVIOUS AREA IS PROPOSED THAN \WAS ACCOUNTED FOR IN THE OVERALL STORMWATER PLAN, THE SiTE IS FULLY COVERED BY THE OVERALL STORMWATER PLAN. FOR MORE INFORMATION, SEE "HOLLYME-AD TOWN CENTER REGIONAL SERVICE AREA C", WP0200302301, AND "HYDRYOLOGIC/HYDRAULIC CALCULATIONS FOR HOLLYMEAD TOWNCENTER SWM1", ZMA200700020, BY RIVANNA ENGINEERING & SURVEYING PLC. THE EXISTING DRAINAGE SYSTEM IS ADEQUATELY SIZED TO CARRY RUNOFF FROM THE PROPOSED DEVELOPMENT. PIPE ADEQUACY CALCULATIONS ARE SHOWN ON SHEET CG -101 FROM STRUCTURE X3 TO X7 AND FROM STRUCTURE X5 TO X7. THE CUMULATIVE CA VALUE WAS EVALUATED FOR EXISTING STRUCTURES X1 AND X2. THE CUMULATIVE CA VALUE FOR POST—DEVELOPMENT FLOW TO STRUCTURES X1 AND X2 IS 0.37. THE POST—DEVELOPMENT CA VALUE IS LOWER THAN THE PRE—DEVELOPMENT CUMULATIVE CA VALUE OF 0.38. STORMWATER QUALITY THE DEVELOPMENT OF BLOCK VIiI RESULTS IN A TOTAL OF 1.53 ACRES OF IMPERVIOUS AREA WHICH GENERATES A REMOVAL REQUIREMENT OF 2.71 LBS PER YEAR OF PHOSPHORUS. PER THE HOLLYMEAD TOWN CENTER REGIONAL SERVICE AREA C PLANS, THE DEVELOPER OF BLOCK VIII IS RESPONSIBLE FOR 1 ACRE OF IMPERVIOUS AREA TO BE TREATED BY A BIOFILTER, AND THE REMAINING STORMWATER TREATMENT WILL BE TREATED BY SWM -1. ONE ACRE OF IMPERVIOUS AREA GENERATES A REMOVAL REQUIREMENT OF 1.76 LBS PER YEAR OF PHOSPHORUS. DUE TO THE SITE CONSTRAINTS, THE DEVELOPER INTENDS TO PURCHASE EQUIVALENT PHOSPHOROUS CREDITS FROM AN ,APPROVED NUTRIENT' CREDIT BANK IN LIEU OF CONSTRUCTING A BIOFILTER. THE FINAL PURCHASE AGREEMENT WILL BE PROVIDED PRIOR TO LAND DISTURBANCE. THE REMAINDER OF THE REMOVAL REQUIREMENT IS ACCOUNTED FOR UNDER THE OVERALL MASTER DEVELOPMENT PLANS. SEE DRAINAGE REPORT FOR MORE DETAILS DRAINAGE O z MANAGED OPEN m ~ U AREA TOTAL IMPERVIOUS TURF SPACE C CN LABEL — AREA (AC.) AREA (AC.) AREA (AC.) AREA (AC.) � Pre A 1,000 00 �� U O ;")01") 0.20 61.0 Pre total • 1,000 CI = ) zN (_0 _ ,I�tJ1 0:20:63.0 A 1.000 CC D 03 w J ;.111 0.95 98,0 Past Total'A Imo 1.0oo 0.000 Qboo €1.95 98.0 DRAINAGE LEGEND IMPERVIOUS AREA r;l GRAPHIC SCALE IN FEET 0 10 20 40 m F -- z W O U z D O U 0 W Cn W Q V) z O W (i -I I I I I IzI e-jALTI BRIAN J. BRE R LiC. No. 039045 NAL O z t� N m m ~ U N 0o U Q car) z> )0 C/ C LLI Z V) Q� O 0F-- � 0 U_ lb 0 00 �� U O 1 Q <O z m C�O __ 0 Q zN (_0 _ Q i IW- d z—ow _ CC D 03 w J o(J� z � = Li w� 0 S �t � � d Q w U W � 00 U) o� o O O e-jALTI BRIAN J. BRE R LiC. No. 039045 NAL z Q � J W n- Z 3: W � W C� OZ Q U) z m m m ~ U � 0o CP car) m O 0 N V) O 0F-- � m O N Q o m m Q w o w _ J z 0 z � w U W � _ U) o o U z Q � J W n- Z 3: W � W C� OZ Q U) W C Q C/) i Q W 0 LL i— SHEET NUMBER CG -1 03 C Q C/) 0-0 W ct a - W L SHEET NUMBER CG -1 03 STORM SEWER PROFILE FROM STR. 08 TO STR. X3 608608 576 .... Q z c\J 600 R �. II N 15+0015+25 O .... _ m z .. z> m :�j U)wLij m j� C-4+ C-400 ... IIIDO ^ - m 596 0 z o _ _ Q °r° Lc) Ln 596 EXISTING GRADE 00 00 Q0 F-- 00 ' 00 0 62zZ ry .. .. -0 p " zo PROPOSED PROPOSED GRADE NO > >> z N Q LLJ " 0 _ z — C7 w a�D z �0� n < 592 II w� 588 �ozz r CF of 604 z J " o,n -� rn� � �' - ^ Lq N w (� r - 604 _. O)F z I L p DO 00 _(D o Z 584 Q Lf) F , O O 584 �...0 �p Ln GRADE - � z �°'n ©+ moi. `n1-:2 `' 604 >>> — EXISTING GRADE — �zZ _ �zO " w „ r AZO 580 578 O Z �.. FZ 578 •• >>> u r • �zz N r o U w z 600`n 0 >> �Z? " Z 0 0 600 600 cp 0 co v 600 O J Ln {p 00 Q DO Ln to Ln 0 " N � Q ^ !Q PROPOSED GRADE C.� r � � � + to 1- I .00 LQLo + o 596 00 W \` :, — p AZO 1-^ �zOp _ ^ O 596 6 WATERLINE CROSSING + o Un F-- �» �ZZ p >>>-i Z� 0 ELEV:596.33 cy, .. z 0 o �Z 00Ln 8 p� CF OF Zo _ g >> �zz I_ + 00 Ln rn� _ 00 C ®3 419 93 OF °° � " ,, p .. . � Z o ® 2.009, 592CROSSING 6 . SANITARY SEWER Yp w pec `� 3 N 0-- > > Z Z ....... _ 592 8» ELEV: 594.22: 419; �45 8 F 00 rn 592 _ - _ _Pvc ©1.63q 73 CF OF RC 00 Ln z 588_ _ rs" s2 0 io 588 STORM SEWER PROFILE FROM STR. 06 TO STR. 03 12+00 600 576 .... Q z c\J 600 R �. II N 15+0015+25 O ass �ti� IDNAL E� m ^rre) 0') `nrn�' .. z> m :�j U)wLij m j� C-4+ C-400 ... IIIDO ^ - m 596 0 z o _ _ a °r° Lc) Ln 596 m 00 00 Q0 F-- 00 ' 00 0 62zZ O .. -0 r� � zo PROPOSED PROPOSED GRADE NO > >> z N Q LLJ " 0 _ z — C7 CO Fy z Z Z a�D 592 O cf) < 592 II w� 588 �ozz r CF of �s Q 588 WW -J= - Rcp N w (� r - ®3 379 _. :. z "o `n EXISTING Z z 00 �� '`� Ln Z 584 Q Lf) F , O O 584 604 Z - Ln GRADE - z �°'n ©+ moi. `n1-:2 `' 604 EXISTING GRADE " 580 " w „ r AZO 580 578 ...0 o �.. FZ 578 9+50 10+00 11+00 11 +50 13+00 RCp n C� 576 4 449 Q z c\J 572 R �. 570 14+00 15+0015+25 STORM SEWER PROFILE FROM STR. 09 TO STR. X5 612 612 GRAPHIC SCALE IN FEET 0 20 40 80 HORIZONTAL 2 z 0 w -I I I I IzI O Q z c\J v BRIAN J. BRE R �. Lic. No. 039045 O� 11/21/2417 N ass �ti� IDNAL E� cv Q 00 z> m :�j U)wLij m j� V o wz O0 wN \ F- o m W Q = 608 < N � N� m 00 00 Q0 ..' _ 00 ' 00 V)n 608 O z Qcn r� � zo z 0 0 -� . Zo z N Q LLJ " 0 _ z — Ow a�D pIL O cf) < = w� 0000 �ozz Q Q SHEET NUMBER WW -J= - N w (� r - _. :. z "o `n EXISTING Z z 00 �� '`� Ln Z d o r*i "�' Q Lf) z O O 604 Z - Ln GRADE - z �°'n ©+ moi. `n1-:2 `' 604 rn " AZO " �) Ln F- �ZC) r AZO O ...0 o �.. FZ w . >>> u r • �zz N r >> �zz U w z Z 0 0 600 a : v 600 �\ 0 " N PROPOSED \` d 00 GRADE + o Un F-- 596 _ cy, .. z 0 596 g >> �zz 6:6 LF 8„ PVC OF ® 2.009, 39 LFOF 592 8» P �C 2. ooq �45 8 F 00 rn 592 _ - _ _Pvc ©1.63q 00 Ln z X > �Z 014- .. 588 588 A 588 r9 584II 584 .. s ss9 580 580 578 578 9+75 10+00 11 +00 12+00 13+0013+25 GRAPHIC SCALE IN FEET 0 20 40 80 HORIZONTAL 2 z 0 w -I I I I IzI IOLTH " O Q z c\J v BRIAN J. BRE R �. Lic. No. 039045 O� 11/21/2417 N ass �ti� IDNAL E� cv Q 00 z> m :�j U)wLij m j� V o wz O0 wN \ F- o m W Q = m Q0 w < N � N� m 00 00 Q0 w 00 ' z � V)n 0 O O r� � oo�o z 0 0 z N Q LLJ co o z — Ow a�D 00 J O cf) > = w� �ozz 0 Q SHEET NUMBER ,s -J= - :. ON O O O O IOLTH " Q z W v BRIAN J. BRE R �. Lic. No. 039045 O� 11/21/2417 �v ass �ti� IDNAL E� 00 z o m :�j U)wLij m j� m m O0 wN \ cn m W M m Q0 w < N m Q o m MO o _ - Q0 w Li z 0 z � Li (am-) _ O v w � = z 0 0 (J) o o U r� Q z W Q W 0 u- 0 ui Q w _ n a z 0 0 U W Q SHEET NUMBER CG -501 DI -2A, 28, 2C EXISTING OR PROPOSED GALV.1-21/ "X2'/2"X1/4" �•-E SIDEWALK. SEE NOTE 15 8' 8" LONzG EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT GALV. MCSX12 3 2- A BARS A-1 R IAC BARS A-1 5" C -C @ 10" C C rn ° D r i B8d' B -C U wOINTSD a M N TYPICAL ° BARS C R 8" C -C 9V2" a 12" 9 2„ FACE OF CURB BARS A i E CRACK CONTROL JOINT Q 10" C -C L�... 3'-0" COLLAR 2'-0'° s" z' r' B" G SECTION B -B 6' MIN. 3'-6" 6' MIN. = 2'-7" 10' MAX. PLAN VIEW 10' MAX. V-4" 2'-0" N N L -1--A BARS A-1 L 2%z'il2"X'/4" GALV, SLOPEPPROOF AACH 2' 0" 8° -BARS F 2'-2" L -VARIABLE -MAX. 20' 9„ 3'-O" w SURFACE GALV. MC6X12 cv c - _ n GALVANIZED MC 6 X 12 1 WARPED SECTION D -D > - BARS E SURFACE 1 ! _ 0 6" C -C WELD 11_8' GAL 3" DIAMETER B B e 85 E-1 GALV- WELD ALL WEEP HOLE I BARS E " 8" 8" N (12 /z.. X 4., SEE NOTE 8 STUD SHEAR SECTION C -C CONNECTOR TO COLLAR. FRONT ELEVATION WHEN ADECREASE INLETOIS%SED SECTION E -E WITH MEDIANS. DI -2A DI -2B T-4" WARPED GUTTER L.� BARS A-1 APPROACH GUTTER a 7" 1" i I w J _ LOW C4 ^ _ _ :: WEEPHOLE 5" X I 11/4,, L 21/,"X2 'Xi/4" 1 i ! - cv o BARS A-1 SEE NOTE 8 GAL ANiZ I BENT PLATES= SLOPE OF I o » tf - I BARS A APPROACH t BARS e 0" C -C SURFACE FOR USE ON GRADES M w BARS B I �i/4„ 1 ' STUD L 9 BARS F R 8S C C o WEX4" LDED TON.ANGL DI -2C IRON a 2' C -C TYPE' A sJ RFa E TYPE B _ 1 STEPS NOSE DETAILS -FL-0 1 : F OW SEE NOTE 5 2'-3" TYPE A NOSE DETAIL SHALL BE USED WITH CG -7 STANDARD. TYPE 8 NOSE DETAIL SHALL BE USED WITH CG -6 STANDARD. OFL68" 30' AND AISETO BE ANCHOR D WITHFOR TYPE A TO BE E%1T'X4" ON STJUD ANGLE FOR USE IN SAGS SECTION A -A SHEAR CONNECTORS WELDED TO BENT PLAYE AT 2'C -C. BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD, ST -1. �� STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS �MFLC' SHEET 1 OF 2 REVISION DATE 12" - 24"PIPE: MAXIMUM DEPTH (H) - 9" 233 104 .03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 GENERAL PB -1 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC -1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. N - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE, 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. CIRCULAR PIPE 1. D OUTSIDE DIAMETER OF PIPE. 2. d ' INSIDE DIAMETER OF PIPE. 3. X WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X 12" WHERE d IS LESS THAN 36". X . 18" WHERE d IS 36" AND GREATER, 4. WHERE DIRECTED BY THE ENGINEER, BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PiPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS, 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS, 6, BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (DI -13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. S1 . OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 INSIDE SPAN DIMENSION OF PIPE. 3. R OUTSIDE RISE DIMENSION OF PIPE. 4. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE S2 IS LESS THAN 36". " WH R S 6" AND GREATER X- 18 ERE 2 3 I5 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER WOR LESS. 6, REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. PIPE ARCH 1, S - SPAN DIMENSION OF PIPE. 2. R = RISE DIMENSION OF PIPE. 3. B • SEE PC -1 TABLE FOR APPLICABLE PIPE MATERIAL 4, x • WIDTH OF CLASS i BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x- 12 WHERE S2 IS LESS THAN 36". x - 18" WHERE $2 IS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER, BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S 2 IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S iS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS, SPECIFICATION INSTALLATION OF PiPE CULVERTS & STORM SEWERS 1v�o� _ REFERENCE GENERAL NOTES ROAD AND BRIDGE STANDARDS 302 REVISION DATE SHEET 1 OF r 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.00 (1: 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. NYLOPLAST 15" INLINE DRAIN: 2715AG X 18" MIN WIDTH GUIDELINE ` - - 8" MIN THICKNESS GUIDELINE Di -3A, 3B, 3C -` C'YDAAICill A4- SfIIRIT , o1I €I BAR F BAR A NOTE 5 iv 11 11 BARS D FACE OF CURB ---f GR CK CONTROL JOINT GUTTER CRACK CONTROL JOINT 171 1 - 4'-0" 2 6'MiN. G 3D PLAN SECTION A -A r 'MAX. 6' MIN. �A r0'MAX. � KEYED CONST. JOINT L -VARIABLE MAX. 20' 2'-10" 2" WARPED iI GUTTER �2' 0" 8" 2' &" B 8" 3' 0" 2" APPROACH BARS A GUTTER N ro I _ 7" B5 G ------------------ -- N, 1 `.�.I BARS E L, cv- „l.., 1 BARS F � 1 .._..*3" DIAMETER `-BARS E - - , WEEP HOLE BARS B I FRONT ELEVATION BARS F (GUTTER REMOVED} #11/4„ 3' 0 ENT PLATE Ij % _ SECTION B'B 5X1/4" B R TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG -7 STANDARDS. j L2%z"X211/z"XI/4" TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS. GALVANIZED T'fPE A TYPE B /" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 2'C -C. CONNECTORS AND IS TO BE ANCHORED WITH 'j" X 4" STUD SHEAR NOSE RETAILS WELDED TO BENT PLATE AT 2'C -C. 2" APPR. PAVEMENT DF 3A DI -38 L DI 3C L `-" WARPED PAVEMENT T - o = ( FLOW FLOW ( �FIOW r'-0" J J 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XVc>oT STANDARD CURB DROP INLET SEFERE CEN ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 REVISION DATE 12" 30" PIPE. MAXIMUM DEPTH (H) '3' 233 04.09 08!10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 P°' NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL --_� _ _ _ - - GROUND fPJE TOP OF FILL -4 .__ - GROUND LINA - _ =_ _ -_- - - ;- GROUND LINE T - - - -- EARThf ., c; v I T r __( © m . _ I_.2f:..._I[(_.[kIf! .. I MIN. 1/10 D X D x - BEDDING - - MATERIAL I 1 r rr iµ K OR ROCK ✓ " is UNYIELDING G cvl- I.4. �• r' <. ! SOIL o MIN,-' - 1/10 D n D X -BEDDfF1G �=` MATERIAL 11 I rl- + EARTir c•p �- / III. �• cBEDDING TERIA MIN. 1/10 D -f X C7 X _ v t %2" PER i' OF H MIN. 8", MAX. 24 ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LiNE t.5 x D MIN. 1.5 x D -TOP OF FILL - - - -- IIIIIIIII� MIN. 1.5 x D RNN. 1.5 D _ OP OF FILL 0.5 _- - x + �.-. _ :.. • L.)NE _ tV N GROUND UNE...., n' Fr /rte UNDCROUNU T`•• RO LINE \; C N.1/10 D1.1 !, 1._ D X BEDDING MAIERIAL Ii: / -{{ixl OR MTJ 1'10 D _:. ml -- UPJYIELDWG fz PER -II - OIL OF H X I D X \ WN, 8' I. - .... -.�..- �-�-8EDDNG MAX. 24"-1 MATERIAL III - D.1(N. 1,10 D-�I -BEDDING EARTH MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH f� 1 EMBANKMEN SECTION 302 OF THE ROAD AND BRIDGE L 1 NOTES= SPECIhIGAI ONS. FOR GENERAL NO IES ON PIPE BEDDING, CLASS I BACKFILL MATER(AI_ IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM `'EWERS GENERAL NOTES SPEOFICATIOJ ON SHEEN 107.00. ��j REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR PLASTIC PIPE CLASS Z BACKFILL 11ATERIA. L•'_^! 4YTH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CCNFOf'-,'MING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICAFION:a. SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGAI'E SIZE 25 AND 26 MAY BE FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL USED IN PLACE OF OLA`,',; I BACIiF It.L. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. Zv©©T INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICREFEREA"1NC°h'E ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A'' VIRGINIA DEPARTMENF OF TRANSPORTATION 302 303 SHEET 1 OF ., REVISION DATE 07/12 07,01 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:20 SHEET 10F 1 DWG N0. 7003114-020 REV E 11 CT 0.970 3.455 12 2.2 wwwwwwwww�l oca= wwwwwwwaiii[swwwww� /I�wwwww� 13 2.5 (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: �i�twwwwwwwwwwwwwwwwwwwwww ���■�■�����f���■I♦���;♦�■�■I■■1010101 14 2.8 0.970 4.541 IftrrlwtMtntrrtrrrwtt�rrtrttuttrntrrtnwlwlw lu � 1f taw iii w�� iltl�t�tiwt•>r �>iwii rrtrtr tM��ww�t w� � t�ir�itiit 0.970 4.903 16 r,��twwwwwwww�iwwwwwwwwwwwwwwwwwa�w� 0.970 =����� -- -- ADSiHANCOR SINGLE'aVALL), N-12 HP: PVC SEWER (EX: SDR 35)1, 4.0 1.173 6.032 f � , r. o1I €I BAR F BAR A NOTE 5 iv 11 11 BARS D FACE OF CURB ---f GR CK CONTROL JOINT GUTTER CRACK CONTROL JOINT 171 1 - 4'-0" 2 6'MiN. G 3D PLAN SECTION A -A r 'MAX. 6' MIN. �A r0'MAX. � KEYED CONST. JOINT L -VARIABLE MAX. 20' 2'-10" 2" WARPED iI GUTTER �2' 0" 8" 2' &" B 8" 3' 0" 2" APPROACH BARS A GUTTER N ro I _ 7" B5 G ------------------ -- N, 1 `.�.I BARS E L, cv- „l.., 1 BARS F � 1 .._..*3" DIAMETER `-BARS E - - , WEEP HOLE BARS B I FRONT ELEVATION BARS F (GUTTER REMOVED} #11/4„ 3' 0 ENT PLATE Ij % _ SECTION B'B 5X1/4" B R TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG -7 STANDARDS. j L2%z"X211/z"XI/4" TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS. GALVANIZED T'fPE A TYPE B /" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 2'C -C. CONNECTORS AND IS TO BE ANCHORED WITH 'j" X 4" STUD SHEAR NOSE RETAILS WELDED TO BENT PLATE AT 2'C -C. 2" APPR. PAVEMENT DF 3A DI -38 L DI 3C L `-" WARPED PAVEMENT T - o = ( FLOW FLOW ( �FIOW r'-0" J J 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XVc>oT STANDARD CURB DROP INLET SEFERE CEN ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 REVISION DATE 12" 30" PIPE. MAXIMUM DEPTH (H) '3' 233 04.09 08!10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 P°' NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL --_� _ _ _ - - GROUND fPJE TOP OF FILL -4 .__ - GROUND LINA - _ =_ _ -_- - - ;- GROUND LINE T - - - -- EARThf ., c; v I T r __( © m . _ I_.2f:..._I[(_.[kIf! .. I MIN. 1/10 D X D x - BEDDING - - MATERIAL I 1 r rr iµ K OR ROCK ✓ " is UNYIELDING G cvl- I.4. �• r' <. ! SOIL o MIN,-' - 1/10 D n D X -BEDDfF1G �=` MATERIAL 11 I rl- + EARTir c•p �- / III. �• cBEDDING TERIA MIN. 1/10 D -f X C7 X _ v NORMAL EARTH FOUNDATION %2" PER i' OF H MIN. 8", MAX. 24 ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LiNE t.5 x D MIN. 1.5 x D -TOP OF FILL - - - -- MIN. 1.5 x D MIN, t.5 x 0 --OP OF rlLi ,y MIN. 1.5 x D RNN. 1.5 D _ OP OF FILL 0.5 _- - x + �.-. _ :.. • L.)NE _ tV N GROUND UNE...., n' Fr /rte UNDCROUNU T`•• RO LINE \; C N.1/10 D1.1 !, 1._ D X BEDDING MAIERIAL Ii: / -{{ixl OR MTJ 1'10 D _:. ml -- UPJYIELDWG fz PER -II - OIL OF H X I D X \ WN, 8' I. - .... -.�..- �-�-8EDDNG MAX. 24"-1 MATERIAL III - D.1(N. 1,10 D-�I -BEDDING EARTH MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH f� 1 EMBANKMEN SECTION 302 OF THE ROAD AND BRIDGE L 1 NOTES= SPECIhIGAI ONS. FOR GENERAL NO IES ON PIPE BEDDING, CLASS I BACKFILL MATER(AI_ IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM `'EWERS GENERAL NOTES SPEOFICATIOJ ON SHEEN 107.00. ��j REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR PLASTIC PIPE CLASS Z BACKFILL 11ATERIA. L•'_^! 4YTH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CCNFOf'-,'MING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICAFION:a. SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGAI'E SIZE 25 AND 26 MAY BE FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL USED IN PLACE OF OLA`,',; I BACIiF It.L. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. Zv©©T INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICREFEREA"1NC°h'E ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A'' VIRGINIA DEPARTMENF OF TRANSPORTATION 302 303 SHEET 1 OF ., REVISION DATE 07/12 07,01 ADAPTER SIZE 2 4° 13 25 6 - 12.75 8 � 125 T 5_C -i fl' 1275 '-T 11 1 i1D j THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER LOAD RATING PART # MEEFSH10 1599CGf�' MEE1S H -z0 1594CG5 (B) SOLID COVER- GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, DRAWN BY EBC PEDESTRIAN BRONZE 3130 VERONA AVE CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. W -DOME _ _i599CGPB - NIA 1599CGD70D1.110-211 BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE DROP IN GRATE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321, MINIMUM PIPE BURIAL f f I 0.5 j� PHN (770) 932.2443 FAX(770)932-2450 n� FOR N-12 HP, PVC SEWER. PURPOSIES ONLY: ACTUAL CONCRETE SLAB MUST BE DESIGNED PROJECT NO.NNAME DEPTH PER PIPE REVISED BY NMH TITLE 4 - DIMENSIONS ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS: TRAFFIC INVERT ACCORDING TO MANUFACTURER i DATE 03-15-16 8 LOADING, & OTHER APPLICABLE DESIGN FACTORS. PLANSITAKE OFF RECOMMENDATION 1 ... 1.4 0.785 INFORMATION & DRAWING NO, 7001-110-36,1 FOR N-12 HP BELL INFORMATION. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:20 SHEET 10F 1 DWG N0. 7003114-020 REV E 11 CT 0.970 3.455 12 2.2 0.970 3.817 13 2.5 (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4.179 14 2.8 0.970 4.541 15 4'- 15" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, 0.970 4.903 16 � 1 0.970 5.265 -- ADSiHANCOR SINGLE'aVALL), N-12 HP: PVC SEWER (EX: SDR 35)1, 4.0 1.173 6.032 f � , r. PVC DWV (EX: SCH L0), PVC 0900/C905: CORRUGATED & RIBBED PVC !N (CORRUGATED HDPE SHOWN) z z 1 O j THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER LOAD RATING PART # MEEFSH10 1599CGf�' MEE1S H -z0 1594CG5 I DRAWING #,] -7001110207 7p0t-110-2C18 SOLID COVER- GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, DRAWN BY EBC PEDESTRIAN BRONZE 3130 VERONA AVE CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. W -DOME _ _i599CGPB - NIA 1599CGD70D1.110-211 BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE DROP IN GRATE LIGHT DUTY -1501 DI PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321, ' GRATE OPTIONS __...,. PEDES IRIAN STANDARD LOAD RATING PART # MEEFSH10 1599CGf�' MEE1S H -z0 1594CG5 I DRAWING #,] -7001110207 7p0t-110-2C18 SOLID COVER- _ MEETS H-�0 15J9CtiC---�7�D1-110209 DRAWN BY EBC PEDESTRIAN BRONZE 3130 VERONA AVE 1I 7001 O-210 W -DOME _ _i599CGPB - NIA 1599CGD70D1.110-211 _ DROP IN GRATE LIGHT DUTY -1501 DI 7001-110073 I GRATES;SOLID COVER SHALL BE DUCTILE IRON PER ASTM A53E GRADE 70-510-05. B MASONRY IS TO BE LEFT N THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTIR A536 GRADE 7U50-05. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT CONCRETE FEET BUFORD, GA 3051$ 3 - DRAINAGE CONNECTION STUB OINT TIGHTNESS SHALL CONFORM TO ASTM D3212 CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 04.03-06 0.5 j� PHN (770) 932.2443 FAX(770)932-2450 n� FOR N-12 HP, PVC SEWER. TECHNICAL INFORMATION 5tiOWN HEREIN PROJECT NO.NNAME l+�i l¢ www.nylapiast-us.com REVISED BY NMH TITLE 4 - DIMENSIONS ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY. REPRODUCTION OF THIS PRINT OR ANY INFORMATION 1.961 7 INCH 5 - DIMENSIONS ARE IN INCHES 5 CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-15-16 8 15 IN INLINE DRAIN QUICK SPEC INSTALLATION DETAIL - SEE DRAWING NQ. 10-275 FOR ADS N-12 & HAhJCOR DUAL WALL BELL ARTICLE HEREFROM, FOR T HE DISCLOSURE TO OTHERS 9 1.4 0.785 INFORMATION & DRAWING NO, 7001-110-36,1 FOR N-12 HP BELL INFORMATION. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:20 SHEET 10F 1 DWG N0. 7003114-020 REV E 11 PERMISSION FROM NYLOPLAST. +rssr 0.970 3.455 12 LID `?< DE 'iGNEU c> ErIGNEER :; . .'.TICIATi=C)?';f1:Nc. `YA°.=lE a BE SUFPOI;:TEB'{ CGIIC,RETE COLLAR ASP <HAL10,' TURF ...... L,Y 0 1JrS'} T NIIN. TO TOP OF PIPE jay Hill i' ESIDE SPECIFY D,,IANIETERI L & (:ONN CTION TYPE 4G' D` 1,M L r:(v)L P,,'`',0f'p LF€N RISER Y BEDDING i€i(c, NL SRjS F {; F c 6 t1)EE x 1 O B': ADEO :;TE SJPPORT FOR I-OADDNG AND SOIL 0_00.11GNS, UU :10f LEST THF.. e [, ` , ..> ,ir.M.,L SEE STANDARAD SL -1 FOR APPLICABILITY OF SAFETY SLABS, STANDARD MH -1 NOTE FRAME & COVER BRICK CONCRETE OR CONCRETE BLOCK HALF PLAN VIEW MH -1 HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PiPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO B MASONRY IS TO BE LEFT N LOW TO PERMIT PROPER BRICK OF COVER AND FRAME TO CONCRETE MANHOLE E USE OF MORTAR OR BRICK :CTED BY THE ENGINEER. CONCRETE BRICK CONCRETE OR CONCRETE BLOCK HALF PLAN VIEW MH -1 HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PiPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE, 6.ALL CONCRETE TO BE CLASS Al 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS -1. THE CAST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION REFERENCE 4A 1Voo-r MANHOLE FOR 1211 811 PIPE CULVERTS ROAD AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 106.01 MH -1 VJY4" DIA, THE LETTERS V.D.O.T. ARE OPTIONAL IF USED THE LETTERS ARE TO BE 21L' 1j2 4" CAST IN THE DEPRESSION IN TOP OF 11/z' 1f/2` SCOVER HOWN, 1" WIDE RAISED 3/a" HIGH AS cl MACHINE SECTION A -A LETTERING OPTIONAL APPROXIMATE WEIGHT CAST IRON FRAME 239 ± 12 LBS. COVER 137 ± 7 LBS. ■ I. - A SECTION B -B BOTTOM '\VDO T SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE SHEET 2 OF 5 REVISION DATE 224 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.02 F R,VAE ALIO C f A E 'B (IT(ERSI. ..,F ROOCON ;RETE _OI; ri(Br OTHERS; /_.._ S'JxiL sP'3'>ri 3131 tt; t'.('!I J§tI a.",;: cU EEO U'Y' iE:SG.`I E;"'J Il EE ; i,. P,1I?'-AS"PEC(FIEDBY01HE: : , BU T t'J,T LESS. TFr:i'J \/ \i \`x\ . Tf I LI X t Ci1C1 'R,i, 1E R A - 117 I,. r r1AL - rl '.AE E c' i PLA,,Ea L,r`tiF<RIJI1 Y LUTE. S'rPUCFLJI L dL/ I('ILEi I;C''i1tI[wC,(ulJ`S 01',li 'AG, € ED IN 8 lvli�2. LIFT NOTES: FOR BURIAL DEPTHS GREATER THAN 10', OR WHERE GROUND WATER WILL BE ENCOUNTERED, CONTACT ADS APPLICATIONS ENGINEERING 2. AVOID CONSTRUCTION LOADING ON DOME AND STRUCTURE PRIOR TO CONCRETE COLLAR INSTALLATION. GOtI(ACT SALE SP E PRESENTAT-VE FOR CE;AIL E D F IR LI DICT 5U I AL DA',)e RAI'..rA TABLE OF QUANTITIES N DEPTH BRICK MANHOLE CONCRETE MANHOLE I - BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0,970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMENT 0.45 OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE, 6.ALL CONCRETE TO BE CLASS Al 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS -1. THE CAST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION REFERENCE 4A 1Voo-r MANHOLE FOR 1211 811 PIPE CULVERTS ROAD AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 106.01 MH -1 VJY4" DIA, THE LETTERS V.D.O.T. ARE OPTIONAL IF USED THE LETTERS ARE TO BE 21L' 1j2 4" CAST IN THE DEPRESSION IN TOP OF 11/z' 1f/2` SCOVER HOWN, 1" WIDE RAISED 3/a" HIGH AS cl MACHINE SECTION A -A LETTERING OPTIONAL APPROXIMATE WEIGHT CAST IRON FRAME 239 ± 12 LBS. COVER 137 ± 7 LBS. ■ I. - A SECTION B -B BOTTOM '\VDO T SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE SHEET 2 OF 5 REVISION DATE 224 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.02 F R,VAE ALIO C f A E 'B (IT(ERSI. ..,F ROOCON ;RETE _OI; ri(Br OTHERS; /_.._ S'JxiL sP'3'>ri 3131 tt; t'.('!I J§tI a.",;: cU EEO U'Y' iE:SG.`I E;"'J Il EE ; i,. P,1I?'-AS"PEC(FIEDBY01HE: : , BU T t'J,T LESS. TFr:i'J \/ \i \`x\ . Tf I LI X t Ci1C1 'R,i, 1E R A - 117 I,. r r1AL - rl '.AE E c' i PLA,,Ea L,r`tiF<RIJI1 Y LUTE. S'rPUCFLJI L dL/ I('ILEi I;C''i1tI[wC,(ulJ`S 01',li 'AG, € ED IN 8 lvli�2. LIFT NOTES: FOR BURIAL DEPTHS GREATER THAN 10', OR WHERE GROUND WATER WILL BE ENCOUNTERED, CONTACT ADS APPLICATIONS ENGINEERING 2. AVOID CONSTRUCTION LOADING ON DOME AND STRUCTURE PRIOR TO CONCRETE COLLAR INSTALLATION. GOtI(ACT SALE SP E PRESENTAT-VE FOR CE;AIL E D F IR LI DICT 5U I AL DA',)e RAI'..rA Cn O z N w m 1-r U N I - U Q u/ z> O -D0 V D can m z Q U= N OU 00 O Q V) C \ ­) Q O n D- m o0T-O Q O LLj � i z- O ��00-j O1/) S r _ct w J L-1 3: � U LJ Y Q a (n Q W � O O N � o Cn O z N w m 1-r U N I - U Q u/ z> O -D0 V D can L-0 O z Q U= N OU 00 O Q V) C w ­) Q O n D- m o0T-O Q O QLLJ � i z- O ��00-j O1/) S r _ct w J L-1 3: � U LJ Y Q a (n Q W O O O N � O O O O Q U Q SHEET NUMBER CG -502 U) > � z z O O j O w w (n w m 0 Q I S I I I I I I I z l v BRIAN J. BRE R Lic. No. 039045 AL E��1 O z N w m 1-r U N 0 O U Q u/ z> O -D0 V D can L-0 O Q U= N OU 00 O Q V) C W ­) Q O n D- m o0T-O Q O QLLJ � i z- O ��00-j O1/) S r _ct w J L-1 3: � U LJ Y Q a (n Q W < O O N � O O V) O v BRIAN J. BRE R Lic. No. 039045 AL E��1 z w w m 1-r U 0 0 O (n u/ O -D0 w N can ED Q W 0 Lu�L- Q m ED Q O D C] W S r C9 J CD � U LJ 0 a (n Q W < _J < LJJ V) O Q U z_ W 0 www Q W 0 Lu�L- (D ry www )1. uj W In LJ 0 IiJ < _J < LJJ r" Q SHEET NUMBER CG -502 p\A p r * I..\ 1.. r a.. ♦ 1� P ^p (VAR Y Cr 26S PG /I'1'� 68 /' ` ` APPROXIMATE LOCATION OF TELEPHONE LINE APPROXIMATE LOCATION OF ELECTRIC LINE 09 a' ` r �r t A / _. - .: r, �..... _. ,., ,,...u.ava.:.st := ",., .. .. »,�,.. �':. ".:.^;..:�'e,�'isf✓✓J ":�,i ,.. azµ. F � 4 ' / Y ' A / PROPOSED STAYBRIDGE SUITES r / 4 FLOORS - 103 ROOMS ` / CO -07 0� L c T N W r� R a N 1. REFER TO SHEET CU -201 FOR UTILITY PROFILES. �,� r V o Z � 2. REFER TO MEP PLANS FOR ALL UTILITY CONNECTIONS INTO BUILDING AND GREASE m m OU 00 O wo f- \ INTERCEPTOR DETAILS. S <0 3. CROSS CONNECTION CONTROL AND BACKFLOW PREVENTER SHALL BE INTERNAL TO THE Q N (f) Q y BUILDING AND IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE (REFER � � z - Ow Q0 J TO ARCHITECTURAL PLANS). Li W u wooer O �z U) 0 o 4. AN APPROVED KEYBOX SHALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL 0 O - 00 o D MARSHALS OFFICE AT (434)-296-5833 TO DETERMINE LOCATION. \ Ilk O 0 O 5. r. U w % SHEET NUMBER SEPARATION BETWEEN UTILITIES CAN BE ACHIEVED. CU -101 ~ z Ul 5 6. COVER REQUIRED FOR DOMESTIC WATER LINE SHALL BE 42" MINIMUM. ; 7. 1 �Q o � TELEPHONE CONDUITS AND PIPING AS REQUIRED TO AVOID UTILITY CONFLICTS. w r V) 8. 00 \ PROFESSIONAL LAND SURVEYOR. m o QUANTITIES Q APPROXIMATE WATER QUANTITIES: t , C-900 PVC WATER LINE 5 LF 6" C-900 PVC WATER LINE 53 LF L 6" CLASS 52 D.I. WATER LINE 123 LF 3" CLASS 52 D.I. WATER LINE 24 LF r 4" CLASS 52 D.I. WATER LINE 7 LF 1" TYPE 'K' COPPER WATER LINE 10 LF 6" 45' HORIZ. BEND 1 EA 4 � 22.5° HORIZ. BEND 1 EA •A T f,, s ; X IL A Q �U 01 6 A LP . a = Ia A P u1 _ I f L A ' G 0 _ ;, ► I r a C n � I I > r.I U I - A A r.\ I cl AI o100 r I� P ((7 �t T 1, 'A U1 r\ 0 n r J ~ J = � 1 Q t t > 1 J 2 } u_ Fn .,..,.. ti (1) PROPOSED FIRE HYDRAN 26 LF OF 6" D.I. WATER i t p\A p r * I..\ 1.. r a.. ♦ 1� P ^p (VAR Y Cr 26S PG /I'1'� 68 /' ` ` APPROXIMATE LOCATION OF TELEPHONE LINE APPROXIMATE LOCATION OF ELECTRIC LINE 09 a' ` r �r t A / _. - .: r, �..... _. ,., ,,...u.ava.:.st := ",., .. .. »,�,.. �':. ".:.^;..:�'e,�'isf✓✓J ":�,i ,.. azµ. F � 4 ' / Y ' A / PROPOSED STAYBRIDGE SUITES r / 4 FLOORS - 103 ROOMS ` / CO -07 0� / 74,744 S Ft. RIM: 599.49 ° p 8 90° HORIZ. BEND 1 EA Sq. 1 8"X6" TAPPING SLEEVE AND VALVE 1 EA .A > INV IN: 596.12 4 PVC 1 r` 6"X6" TEE 1 EA r /# FFE: 599.50 INV OUT: 596.12 4" PVC .:` I r 6"X4" TEE 1 EA SITE AREA: 2.02± AC PARKING REQUIRED: 103 SPACES Co -05 < < % \ 8"x6" REDUCER 1 EA 13 LF OF 4" PVC @ 0.92% RIM: 599.62 4" GATE VALVE 1 EA / PARKING PROVIDED: 103 SPACES At 6" GATE VALVE 2 EA INV IN: 595.85 6" PVC y`: 07 r FIRE HYDRANT 2 EA / INV OUT: 595.85 6" PVC % •. � � ij s'Y A' /` FIRE DEPARTMENT CONNECTION 1 EA P = 40 LF OF 6" PVC ®2.94% o s 5" WATER METER VAULT 1 EA ;a i /a IRRIGATION METER 1 EA rA I I GREASE INTERCEPTOR FTCO-06 I f r 1" CORP. STOP 1 EA Al INV. IN: 596.00 f INV. OUT: 595.75. RIM: 598.94 `y • ; INV IN: 595.21 4" PVC (' I ' , APPROXIMATE SANITARY SEWER QUANTITIES: f A ..AA' '•A I '/ I '- INV_ OUT: 595.21 4" PVC 4" SDR 26 PVC SANITARY LINE 40 LF I p .\ r 1 V • A P A ' •'4?� •° ❑ \ s' r .L r in \/. f.\ r - x - 6" SDR 26 PVC SANITARY LINE 436 LF `; 1500 GAL. GREASE INTERCEPTOR 1 EA �. '' % 48" MANHOLE 1 EA 48" DOGHOUSE MANHOLE 1 EA J / `� / / ' SANITARY CLEANOUT 10 EA MH -01 ! f t . RIM: 598.72 / INV IN: 594.96 4" PVC, \ INV OUT: 594.86 4" PVC �,t / re co -o4 INSET A f - " -'"" 11 LF OF 4" PVC 0 4.68% RIM: 598.77 SCALE: 1" = 10' INV IN: 594.67 4" PVC/ 2 7 LF OF 4" PVC 3.82% INV IN: 594.67 6" PVC / j INV OUT: 594.67 6" PVC; if ............ (' i\ 5 LF OF 4" PVC Q 3.82o 16 LF OF 6' PVC ® 4.68%. i f� A F CO -03 ; I i SEE INSET A RIM: 598.94 f s 13 ) INV IN: 593.94 6" PVC E 53 LF OF 6 PVC ®9.36% I T: 593.94 6" PVC if 3 NV OUT: i ` ^^ L .. r 05 51 LF OF 6" PVC ® 5.94% - -- /' A CO -09 \ RIM: 597.51' P INV IN: 591.57 6" PVC i INV OUT: 591.57 6" PVC A SS SS CO -02 l 73 LF OF 6" PVC @ 5.94% 61 LF OF 6 PVC ® 9.39% RIM: 593.97. xj �\ INV IN: 588.96 6" PVC i SS s. INV OUT: 588.96 6" PVC GQ -10 CO -08 RIM: 594.11 RIM: 599.45 INV IN: 594.62 6" PVC S INV IN: 587.25 6' PVC INV OUT: 587.25 6' PVC h I < INV OUT: 594.62 6" PVC ``1I i , ^ I , CO -01 _..............cn RIM: 591.88 o I INV IN: 583.23 6" PVC Oyi 62 LF OF 6" PVC ®6.53% INV IN: 583.23 6" PVC ? INV OUT: 583.23 6" PVC I i 1 v EX 20.0 TIER EASE1'. I i ......... ............. moi; } I APPROXIMATE LOCATION OF EX. 8" DIP WATER MAIN 06 i 03 C/) m/ i # V/ r ...........:....... ..es ,.,....W.s...,.._.. ; _...s - u/!%f5' } i MH-EX02 j 0 i6„ P t i( RIM: 592.76 __. 79 LF F VC © 9.36% _ ! }, INV OUT: 580.76 8" r .r r `\ 02 f __. i f �> CONSTRUCT MANHOLE OVER EX. 8" MAIN. ONCE MANHOLE IS VACUUM TESTED, THE TOP OF PIPE WILL BE CUT OUT W.... - o #IN '- ! /.�� 8 w / _ 01 F # �_..._... � �,.. 77 @ 6.42% � LF OF EX 8' PVC " z I 1 ; 86 LF OF EX. 8" PVC ®6.42%�- { " 1 SANITARY DOGHOUSE MH -02 3 ---_ ,_, RIM: 585.86 RIM: 572.77 ��-'_". --- ---- INV IN: 575.81 6" PVC INV IN: 563.85 8" PVC- __ -- "'" INV IN: 575.81 8" PVC rf INV OUT: 575.81 8" PVC , T ASSEMBLY (FHA) _ _....._ ' LINE PRIOR TO FHA "., r . '._- cL EX. 8" DIP WATER MAIN ' m i POINT OF CONNECTION _.. ll (1) 8"X6" TAPPING SLEEVE & VALVE -. h L GRAPHIC SCALE IN FEET 0 10 20 40 OIz NOTES N W r� R a N 1. REFER TO SHEET CU -201 FOR UTILITY PROFILES. �,� z> V o Z � 2. REFER TO MEP PLANS FOR ALL UTILITY CONNECTIONS INTO BUILDING AND GREASE m m OU 00 O wo f- \ INTERCEPTOR DETAILS. S <0 3. CROSS CONNECTION CONTROL AND BACKFLOW PREVENTER SHALL BE INTERNAL TO THE Q N (f) Q m BUILDING AND IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE (REFER � � z - Ow Q0 J TO ARCHITECTURAL PLANS). Li W u wooer O �z U) 0 o 4. AN APPROVED KEYBOX SHALL BE PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL 0 O FIRE CODE SECTION 506.1. CONTRACTOR TO CONTACT ALBEMARLE COUNTY FIRE 00 o LLJz MARSHALS OFFICE AT (434)-296-5833 TO DETERMINE LOCATION. O� Ilk O 0 O 5. CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UTILITIES AT START OF U CONSTRUCTION AND NOTIFY KIMLEY-HORN IN ORDER TO VERIFY ADEQUATE % SHEET NUMBER SEPARATION BETWEEN UTILITIES CAN BE ACHIEVED. CU -101 ~ z 6. COVER REQUIRED FOR DOMESTIC WATER LINE SHALL BE 42" MINIMUM. U 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEFLECT ELECTRICAL, GAS, CABLE, o TELEPHONE CONDUITS AND PIPING AS REQUIRED TO AVOID UTILITY CONFLICTS. w V) 8. CONTRACTOR TO PROVIDE UTILITY AS -BUILT PLANS SIGNED AND SEALED BY A w PROFESSIONAL LAND SURVEYOR. m o QUANTITIES Q APPROXIMATE WATER QUANTITIES: 8" C-900 PVC WATER LINE 5 LF 6" C-900 PVC WATER LINE 53 LF 6" CLASS 52 D.I. WATER LINE 123 LF 3" CLASS 52 D.I. WATER LINE 24 LF 4" CLASS 52 D.I. WATER LINE 7 LF 1" TYPE 'K' COPPER WATER LINE 10 LF 6" 45' HORIZ. BEND 1 EA 6" 11 22.5° HORIZ. BEND 1 EA / 74,744 S Ft. RIM: 599.49 ° p 8 90° HORIZ. BEND 1 EA Sq. 1 8"X6" TAPPING SLEEVE AND VALVE 1 EA .A > INV IN: 596.12 4 PVC 1 r` 6"X6" TEE 1 EA r /# FFE: 599.50 INV OUT: 596.12 4" PVC .:` I r 6"X4" TEE 1 EA SITE AREA: 2.02± AC PARKING REQUIRED: 103 SPACES Co -05 < < % \ 8"x6" REDUCER 1 EA 13 LF OF 4" PVC @ 0.92% RIM: 599.62 4" GATE VALVE 1 EA / PARKING PROVIDED: 103 SPACES At 6" GATE VALVE 2 EA INV IN: 595.85 6" PVC y`: 07 r FIRE HYDRANT 2 EA / INV OUT: 595.85 6" PVC % •. � � ij s'Y A' /` FIRE DEPARTMENT CONNECTION 1 EA P = 40 LF OF 6" PVC ®2.94% o s 5" WATER METER VAULT 1 EA ;a i /a IRRIGATION METER 1 EA rA I I GREASE INTERCEPTOR FTCO-06 I f r 1" CORP. STOP 1 EA Al INV. IN: 596.00 f INV. OUT: 595.75. RIM: 598.94 `y • ; INV IN: 595.21 4" PVC (' I ' , APPROXIMATE SANITARY SEWER QUANTITIES: f A ..AA' '•A I '/ I '- INV_ OUT: 595.21 4" PVC 4" SDR 26 PVC SANITARY LINE 40 LF I p .\ r 1 V • A P A ' •'4?� •° ❑ \ s' r .L r in \/. f.\ r - x - 6" SDR 26 PVC SANITARY LINE 436 LF `; 1500 GAL. GREASE INTERCEPTOR 1 EA �. '' % 48" MANHOLE 1 EA 48" DOGHOUSE MANHOLE 1 EA J / `� / / ' SANITARY CLEANOUT 10 EA MH -01 ! f t . RIM: 598.72 / INV IN: 594.96 4" PVC, \ INV OUT: 594.86 4" PVC �,t / re co -o4 INSET A f - " -'"" 11 LF OF 4" PVC 0 4.68% RIM: 598.77 SCALE: 1" = 10' INV IN: 594.67 4" PVC/ 2 7 LF OF 4" PVC 3.82% INV IN: 594.67 6" PVC / j INV OUT: 594.67 6" PVC; if ............ (' i\ 5 LF OF 4" PVC Q 3.82o 16 LF OF 6' PVC ® 4.68%. i f� A F CO -03 ; I i SEE INSET A RIM: 598.94 f s 13 ) INV IN: 593.94 6" PVC E 53 LF OF 6 PVC ®9.36% I T: 593.94 6" PVC if 3 NV OUT: i ` ^^ L .. r 05 51 LF OF 6" PVC ® 5.94% - -- /' A CO -09 \ RIM: 597.51' P INV IN: 591.57 6" PVC i INV OUT: 591.57 6" PVC A SS SS CO -02 l 73 LF OF 6" PVC @ 5.94% 61 LF OF 6 PVC ® 9.39% RIM: 593.97. xj �\ INV IN: 588.96 6" PVC i SS s. INV OUT: 588.96 6" PVC GQ -10 CO -08 RIM: 594.11 RIM: 599.45 INV IN: 594.62 6" PVC S INV IN: 587.25 6' PVC INV OUT: 587.25 6' PVC h I < INV OUT: 594.62 6" PVC ``1I i , ^ I , CO -01 _..............cn RIM: 591.88 o I INV IN: 583.23 6" PVC Oyi 62 LF OF 6" PVC ®6.53% INV IN: 583.23 6" PVC ? INV OUT: 583.23 6" PVC I i 1 v EX 20.0 TIER EASE1'. I i ......... ............. moi; } I APPROXIMATE LOCATION OF EX. 8" DIP WATER MAIN 06 i 03 C/) m/ i # V/ r ...........:....... ..es ,.,....W.s...,.._.. ; _...s - u/!%f5' } i MH-EX02 j 0 i6„ P t i( RIM: 592.76 __. 79 LF F VC © 9.36% _ ! }, INV OUT: 580.76 8" r .r r `\ 02 f __. i f �> CONSTRUCT MANHOLE OVER EX. 8" MAIN. ONCE MANHOLE IS VACUUM TESTED, THE TOP OF PIPE WILL BE CUT OUT W.... - o #IN '- ! /.�� 8 w / _ 01 F # �_..._... � �,.. 77 @ 6.42% � LF OF EX 8' PVC " z I 1 ; 86 LF OF EX. 8" PVC ®6.42%�- { " 1 SANITARY DOGHOUSE MH -02 3 ---_ ,_, RIM: 585.86 RIM: 572.77 ��-'_". --- ---- INV IN: 575.81 6" PVC INV IN: 563.85 8" PVC- __ -- "'" INV IN: 575.81 8" PVC rf INV OUT: 575.81 8" PVC , T ASSEMBLY (FHA) _ _....._ ' LINE PRIOR TO FHA "., r . '._- cL EX. 8" DIP WATER MAIN ' m i POINT OF CONNECTION _.. ll (1) 8"X6" TAPPING SLEEVE & VALVE -. h L GRAPHIC SCALE IN FEET 0 10 20 40 OIz VJ O N W r� R a N O� i1I21/�o17 0Q �,� z> V o Z � m U) Qo m m OU 00 O wo f- \ U� 0 U m <0 > 00r-0 Q N (f) Q m s � � z - Ow Q0 J o 0 Li W u wooer O �z U) 0 o �ELQ w 0 0 O 00 o O W O� Ilk O 0 VJ Q z_ W BRIAN J. BRE R a Lic. No. 039045 O� i1I21/�o17 �,� AL O >z> m U) w m m DO wo f- \ czn m > w� Q N (f) Q m m o moo\ _ _ Q0 J o 0 3: W u y O Q � U) 0 o Q w 0 VJ Q z_ W 0 J Q W 0 LL Lij c) ar- < C/) / a LLJ � = z W 0 O F_ O W _! W m Q SHEET NUMBER CU -101 SANITARY SEWER PROFILE — MH -02 TO BUILDING CONNECTION r%l9 612 U ... > _. > > > a. (> > a_ 0 a n U> O 0-:z O > O . Cp O J- co L - - IO > > � o >m O >a_ R"4 0 O t9 608 o 608 00- N 604 O �N O oMc ........ 6" DI WATERLINE SD 0,1-u�0' N_ 0) 0) ` _ 40)(60" Ln _'t 0) _`n N O 00 +� + +(� U-) N LO 7 (D 4ct �O —0 r 0 z0 N if oQ�» 604 0 ���Z I ' TO 8" EX. STUB �� I Q� FY: ZZ _ O -O IQ- > > > 0 0cna tet- r 0 Li 600 Ucf)EZ >>> U V)Q:� z z z U INTERCEPTOR o UU 1- O co Z Z Z n 596 >... O a- n o >> SHEET NUMBER CU -201 0 — INV OUT: 595.75 4" PVC 59.2.._... 592 O co O M M N - y� U ... > _. > > > a. (> > a_ 0 a n U> O 0-:z O > O . Cp O J- co L - - IO 600 CONNECT_ TO BUILDING INV OUT: 596.17' 4" PVC 596 > > � o >m O >a_ R"4 o m = a O t9 608 o 608 00- 0.. �N r 00 07 -' �n� O �N O m o_ 6" DI WATERLINE SD 0,1-u�0' N_ 0) 0) ` _ 40)(60" Ln _'t 0) _`n N O 00 N c6 U-)� :D + +(� U-) N LO 7 (D 4ct �O ZO r 0 z0 +oroLO0Q» O oQ�» 604 N -O) �iU(n)�Z-Z ���Z I U(nFyZZ TO 8" EX. STUB �� 600 CONNECT_ TO BUILDING INV OUT: 596.17' 4" PVC 596 U U o cO — 0 �- �.._°° � n N N n 0i 3 600 R"4 596 O t9 608 PROPOSED GRADE . ao 00 ln NAL r 00 07 -' �n� UQ 5LFOF4" PVC m o_ 6" DI WATERLINE Ooo� U)'n Vc Z o+�v7 8" DI WATERLINE ® 0.92% + Qo = 0 07 600 z� 00o 13 LF OF 4" PVC O Q N�� oo .. ..� ���Z I Y s TO 8" EX. STUB �� ®0.92% .. UUj FY: ZZ O z Z O -O IQ- > > > 0 CONNECT TO GREASE tet- r 0 Li � Ucf)EZ >>> U V)Q:� z z z Fmm INTERCEPTOR o cn 1- O co Z Z Z 596 Z INV IN: 596.00 4" PVC M O 00 SHEET NUMBER CU -201 0 — INV OUT: 595.75 4" PVC 59.2.._... 592 596 0 sea= - y� � ¢ QJ < + 596 w PROPOSED GRADE ON ib Q —LOo CL 11 LF OF 4" PVC w ® 4.68% 0 Qg 7 LF OF 4" PVC liV)aEZ PVC STORM � 3.82% EXISTING GRADE ' SEWER CROSSING W 5 LF OF 4" PVC 592 _ _ ELEV:591.98 @ 3.82% 588,a o00 588 z p co 00 �I 16 LF OF 6" PVC O CSD 4.68% 584° 584 LJ 574 a-,-c�n in -4 -on 11+00 12+00 SANITARY SEWER PROFILE — CO -01 TO BUILDING CONNECTION 308 60E 574 13+00 SANITARY SEWER PROFILE — EXISTING 600 U U � C 600 R"4 604 O t9 608 PROPOSED GRADE U NAL UQ 0 a r tf m o_ 6" DI WATERLINE O r Vc Z O N; Ln O 0) 8" DI WATERLINE O + Qo = rnr� �U-5 600 z0 00o 0 r - O Q n �O CONNECT TO 8" EX. STUB �� N0) UUj FY: ZZ o�Z __.. za Z: N QW 604 0 > > tet- r 0 Li � Ucf)EZ N r J =�w� Fmm (1) 6"X4" TEE o cn 1- O EXISTING 596 594 GRADE M O 00 SHEET NUMBER CU -201 00 (0 r L z 596 0 sea= J O� N + 596 w ON 0) —LOo w 0 Qg liV)aEZ > 592 > > CL 592 _ _ � o00 z z p co 00 O r- r-- oo o0 Ln 0 j U 000r r- w + L6 Ln Ln + m o O 00 LO Z � 588 w 0 ¢_ 588 U) > > > �(na Z ZZ � E ' 584 - w 584 PROPOSED GRADE w 0 0 580 . . " Q 580 > EXISTING GRADE 6• I? O O z �. o00 � ., 0 ,,, 576 0 c` Ln 576 0 o w `nz U IQ > :2 V) ,3 r 572 s a r'r`�°�0 ,r 572 568 3 I 3 lF �o 568 564 564 562 562 q+50 10+00 11+00 12+00 13+00 SANITARY SEWER PROFILE — CCS -04 TO BUILDING CONNECTION 612 612 6( 6( 9+50 10+00 11 +U0 DOMESTIC METER WATERLINE PROFILE 608 608 1 9+50 10+00 10+50 PUBLIC MAIN WATERLINE PROFILE U U � C 0 °= O R"4 604 O t9 608 PROPOSED GRADE > -> a_ NAL UQ 0 a r tf m N 00 Ln 6" DI WATERLINE O r Vc Z O N; Ln O 0) 8" DI WATERLINE ca N + Qo = rnr� �U-5 600 z0 c"i 0 r - O Q n �O CONNECT TO 8" EX. STUB �� N0) UUj FY: ZZ o�Z __.. za Z: N QW 604 0 > > tet- r 0 Li � Ucf)EZ ZZ J =�w� Fmm (1) 6"X4" TEE o cn 596 EXISTING 596 594 GRADE 600 9+50 10+00 11 +U0 DOMESTIC METER WATERLINE PROFILE 608 608 1 9+50 10+00 10+50 PUBLIC MAIN WATERLINE PROFILE 1r00 r7 Kj O O cD 9+50 10+00 10+50 GRAPHIC SCALE IN FEET 0 15 30 _ 60 6 HORIZONTAL WATERLINE PROFILE FROM PUBLIC MAIN TO BUILDING M 608 9+50 10+00 11+00 EXISTING GRADE Q z_ 604 v BRIAN 1 BRE R"4 604 b PROPOSED GRADE N NAL UQ m z> 6" DI WATERLINE m Vc Z w 8" DI WATERLINE � 600 Qo = Z 600 U c"i m Ll Q n �O CONNECT TO 8" EX. STUB �� z U M 00r-0 WITH 8" 90' HORIZ BEND Z: N QW (-D V)) (1) 8"X6" :REDUCER tet- r 0 Li � 0 V (1) 6"X6" TEE J =�w� Fmm (1) 6"X4" TEE o cn 596 END_ OF PUBLIC MAIN 596 594 594 1r00 r7 Kj O O cD 9+50 10+00 10+50 GRAPHIC SCALE IN FEET 0 15 30 _ 60 6 HORIZONTAL WATERLINE PROFILE FROM PUBLIC MAIN TO BUILDING M 608 9+50 10+00 11+00 �ALTH 0 Q z_ r� N v BRIAN 1 BRE R"4 r� b N NAL UQ m z> w un m Vc Z w n � W Qo = oN U)m Q U c"i m Ll Q n c�n0 Q _ o z � Q 00r-0 Q v w Z: N QW (-D V)) z— a�D00-1 tet- r 0 Li � 0 V J =�w� Fmm o cn .... � W j �Q Q SHEET NUMBER CU -201 00 z N 0 sea= J O� 0 0 w 0 U � z z O cn 0 j U w m o w U) w w w 0 0 Q 0 z �ALTH 0 Q z_ r� N v BRIAN 1 BRE R"4 r� b N NAL UQ z 0 z> w un m Vc Z w n � W Qo = oN U)m Q U c"i m 00000 Q n c�n0 Q _ o z � Q 00r-0 Q v w Z: N QW (-D V)) z— a�D00-1 tet- r 0 Li 0 0 V J =�w� Fmm w�0� _ .... � W j �Q Q SHEET NUMBER CU -201 00 N 0 sea= J O� 0 0 �ALTH Q z_ W v BRIAN 1 BRE R"4 Lic. No. 039045 b NAL z 0 w cn w un m 0 LLJoO 0~ w n J Q W CO oN U)m Q m Q n oEO WLLI _ (0 o � Q 0 U) Q v w z 0 0 V)) o a 0 VJ Q z_ W � J Q W 0 LL Q n v / L�L/I L.L. O z W � z 0 0 ( w d J ty- Fmm U) W j Q SHEET NUMBER CU -201 In .I� I n 0 TD -2 n NOTE: HYDRANT MUS BE EQUIPPED PATH CHARLOTTES - r V1LLE THREADS WHICH IS THE LOCAL STANDARD. J ,/ 1 \ LENGTH OF BRANCH VARIES (2701') 2' TO 10' L T i`m22.. -C, - � VALVE BOX - f168 STONE-, 6" GATE �-i 42"n4iN ' VALVE ID = r ° T 8.,X6:, ' TeE U, O 2500 P.S.I. CONCRETE- i -- BASE AND THRUST e ', 6 e_,r �I � 1 / BLOCK AGAINST G - uNDISTURBEO STABLE \ / Q SOIL. STEEL PLE +- V (J F / .a RESTRAINED JOINT FITTINGS a, = WHEN THE SOIL le DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL. IN ADDITION > TO POURING CONCRETE, A STEEL PILE SHALL U n BE USED AS ADDITIONAL SUPPORT. N n NOTE 21 ', L SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. - 2, MAINTAIN .A 3 1f'2' MIN. COVER FROM Tt4E MAIN! TO THE FIRE HYDRANT _ ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOP: AWAY fROM THE FIRE HYDRANT AND >- -r VALVE BOX. !U = 4. THE GA'E VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DI (CH. U) IT IS NOT ALLOWED IN THE DITCH. 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE 'WEEP 1 - HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE O PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. Is - TYPICAL FIRE HYDRANT ASSEMBLY C��� TAII N.T.S. / FIG. W-4 U - -- Jl DEGREE TD -8 VOL. CC ': SIZE OF (FEET CU.YD. ((-BET) CU.YD. - FOR 18" BEND USE 3 STRAPS L (n L H T ,� /✓/ F {1 - H T I NOMINAL INSICrE 90 2.50 2.50 Ln C, - - - - .. .. m Iv C2'=tEc of Re[3 rl 2.00 2.25 Hydrant Flow5/31/2016 0.i5 2.00 2.25 R Tles,t Report 0.15 O r; 1.50 2.00 2.52 0.1Q Location Tarr,. -,et ill 11011 frnead I MANHOLE ABOVE BASE SHALL F -- z -Ow Date slid Time of Test 5/51/2016 10:20:0() ANN 11 1/4 1.50 2.00 Knutes of Blow 2 GAO F - ♦\ _ / = w 90 Pipe ShIe (latches) b 3.16 3.21 0.48 Q Pressure Hydrant 12072 45 22 1/2 a1 , 2..77 2.69 0,25 0.13 3.16 -} Static Pressure ipsi) 102 0.32 - Residual Pressure (Psi) 70 2.16 U)y 0.1,?• o Flow Hydrant #1 1.2013 plot Pressure kit (}ass) 54 Test Flow I. 1027 4.83 3.83 3.42 0.83 w r Flow Hydrant tt2 1.1223 Pitot Pressure 42 (psi) so Test Flow 2 98, � 45 3.33 3..58 2.95 0.43 Plow Hydrant H€3 Phot Pressure 43 (Psi) "lost Flow S 0 T,9�iO­ 22 1/2 � r 2.8h 0.24 Total Estimated Flow (rpm) 2015 11 1/4 1.83 2.33 2.84 0.18 AW WA Q20 Calculation (epnl) 3350 u In = {value., -?p aaro in Q20 ial ki Ae, ins:, 0;:ient Ntrs are dr4, for calculat ont z z ,�, ,,, Comments O bath hydrants ,,vere not operlel all The way because ^f sita rn Conditions. Cn 0 m0. til a 7Y poc tio✓t :a Ili Jit Axl: Sei ee 13, 'Aal'N Tnd L,,tre:..+rticiE 1930 Ja',tr­l h.4a11ag4m�rnt Tld o- r C,rue. AL°,t°1P. U -� 2' {;ekes;, GorACI,r.rIS l,irl,,..S.1i,cP,ar„e uutl;P unle::s utile lTiliN .kec'(iei} w - Estirnated Consumption (gal) 4030 13 r� for us�: for •a.aie:r aaart � Ill ii ,d.w. Signature oTtr; >f _ m W a' n _ U ELI0 O- LL ;1 M - Q o FOR ALL BENDS MIN I T 45' i"* -- max L 1. Max PLUG FOR TE=E OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE l' l ANCHOR IF REQUIRED. M', P.EDDIi`dG AS - J REQUIRED SECTION 2_-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS 01.. SIZE OF (FEET CU.YD. ((-BET) CU.YD. - FOR 18" BEND USE 3 STRAPS BEND L H T ,� /✓/ F L -I - H T I NOMINAL INSICrE 90 2.50 2.50 3.01 0.24 EO: -TS STRONG STEEI- PIPE .. .. m 4" 6" 45 2.00 2.25 2.60 0.i5 2.00 2.25 2.50 0.15 e 22 11/2 1.50 2.00 2.52 0.1Q < LLJ Qw I MANHOLE ABOVE BASE SHALL F -- z -Ow FILL DOGHOUSE UPECd{NG 11 1/4 1.50 2.00 2.50 GAO F - ♦\ _ / = w 90 3.66 3.16 3.21 0.48 Q 8 45 22 1/2 2.66 1.66 2.56 2.16 2..77 2.69 0,25 0.13 3.16 i 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.1,?• 90 4.83 3.83 3.42 0.83 O 10" $ 12" 45 3.33 3..58 2.95 0.43 3.83 4,CO T,9�iO­ 22 1/2 2,33 2.58 2.8h 0.24 11 1/4 1.83 2.33 2.84 0.18 � 1, THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2, USE 2500 P.S.I. CONCRETE, I NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT, 4. THE. CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIC. W -3 a "MPRESSION . 3/4" MALE PIPE COUPLING PPROVED ECAIAL t" TYPE 'K'-- SOFT K"-..".SOFT !/ COPPER \ \ / FOR USE CN L'E ATTACHED SINCFAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVCES. "C r N 0 NO SWEATED FITTINGS DUAL SERVICE R r 7" COMPRESS GN x 3/4" MALE PIPE COUPLING OR APPROVED 'EQUAL SOFT CQp LR (D FOR USE DN DETACHED SINGLE FAMILY Re"4IDEN?IAL SERVICE V41ERE AN IRRIGATION METER !S NOT PROVIDED. SINGLE SERVICE NOTE.. 1) SADDLES CAAt L. BE USED ON PVC PIPE. 1/18 BEND CO ERSETTER TYPICAL_ SERVICE L..ATERAL.. INSTAL__.I._ATION (5/8" & 1" MEETERS) Pf TS FIG, W --bra. TD -10 PROJECT SITE - FOR BENDS 8" & SMALLER /'WIDTH = DIM, "F" USE STRAP ON BEND WITH / ANCHOR BOLT ON CENIER LINE \i OF BEND. \ - FOR BENDS 10" THROUGH 12" ` USE 2 STRAPS ON BEND'S ADJACENT TO BrLTLSS 1 - FOR 18" BEND USE 3 STRAPS ° e ;' AS SHOWN. ,� /✓/ USE BRACING STRAPS ON ALL. PIPE SIZES T _1 � V } B� CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMiNC'US PAINT. CHART FOR UPPER VERTICA._ BLOCKING CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG, W -3A TD -4 COVER LIFT NOTCH 12 3/8" (C, WATER CAST IRON LID NOTES: (} A 1-3/4" DIAMETER HOLE IS REQUIRED IN IHE LID FOR 'TOUCH READ METERS. 'a - Legend A"'t ,J r erd3re vtaai Whig TYPICAL ��NETER BOXES _(U/8„--1" METERS NTS FIG. W-7 EX GR TD -13 11 nn rnA=/l oArrn Top View n i 6" MINJIM UM 4' MINIMUM d 4 4" MINIMUM 4 ,\ r NOTE: RESTRAINED JOINT FITTINGS. Side View - 42" Minimum _ - R/I i1 -- Certification of 95% f nI G . Galvanized Steel BQorn, ( � W'12_ >: 14 (min. size) --- 1 Q 3' min. penetration into undisturbed 45" soil , or as approves by the v ACSA. TYPICAL THRUST BI.._C>CK N FILL_- AREA NTS FIG. W -3B CONTRACTOR SHALL PLACE A 18"x18"x3" CONCRETE PAD AROUND CLEANOUT AT FINISHED GRADE IN ALL PAVED LOCATIONS DAPTER TEE WYE ERVICE PIPE AS PECIFIED MIN. GRADIENT 1/8" PER FT. TYPICAL CLEANOUT DETAIL NOT TO SCALE TD -5 SECTION A -A INLET -► H-20 FRAME & COVER INPRINT (GREASE TRAP) ADJUST TO GRADE WITH CONCRETE RINGS (TYPICAL OF TWO) PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE /'WIDTH = DIM, "F" / FILLET THICKNESS OF WELD STRAP = j%4„ SET DOGHOUSE BASE J STANDARD HEX NUT EXISTING SANITARY 1,14'; THICK PLATE. WASHER .�� 1 3" THREAC ° e ;' MIN. 12" CLEARANCE g �. F BETWEEN EXISTING PIPE MANUFACTURER OR vi o z I NOMINAL INSICrE r � 3/4" ANC:iOR DIAMETER EXTRA Qo EO: -TS STRONG STEEI- PIPE .. .. m m 0 #4 BARS_0 112" -NDS 1� PIPE BELLBELL w 1212' BEC.. Ci & �0 CONCRETE CLASS "B" 8"x8"x16" AND 4"x8"x16" LARGER (-•--------- C - --- ^{ SOLID CONCRETE BLOCKS e SECTION NJTE: STANDARD 90" HOOK C'IN END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS, CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG, W -3A TD -4 COVER LIFT NOTCH 12 3/8" (C, WATER CAST IRON LID NOTES: (} A 1-3/4" DIAMETER HOLE IS REQUIRED IN IHE LID FOR 'TOUCH READ METERS. 'a - Legend A"'t ,J r erd3re vtaai Whig TYPICAL ��NETER BOXES _(U/8„--1" METERS NTS FIG. W-7 EX GR TD -13 11 nn rnA=/l oArrn Top View n i 6" MINJIM UM 4' MINIMUM d 4 4" MINIMUM 4 ,\ r NOTE: RESTRAINED JOINT FITTINGS. Side View - 42" Minimum _ - R/I i1 -- Certification of 95% f nI G . Galvanized Steel BQorn, ( � W'12_ >: 14 (min. size) --- 1 Q 3' min. penetration into undisturbed 45" soil , or as approves by the v ACSA. TYPICAL THRUST BI.._C>CK N FILL_- AREA NTS FIG. W -3B CONTRACTOR SHALL PLACE A 18"x18"x3" CONCRETE PAD AROUND CLEANOUT AT FINISHED GRADE IN ALL PAVED LOCATIONS DAPTER TEE WYE ERVICE PIPE AS PECIFIED MIN. GRADIENT 1/8" PER FT. TYPICAL CLEANOUT DETAIL NOT TO SCALE TD -5 SECTION A -A INLET -► H-20 FRAME & COVER INPRINT (GREASE TRAP) ADJUST TO GRADE WITH CONCRETE RINGS (TYPICAL OF TWO) PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. Q z_ , v BRIAN 1. BRE SET DOGHOUSE BASE � \`. EXISTING SANITARY ON CONCRETE BLOCKS-;. .�� SEWER PIPE DOGHOUSE OPENING SHALL ° e ;' MIN. 12" CLEARANCE BE PREFORMED BY F BETWEEN EXISTING PIPE MANUFACTURER OR vi o z AND STONE BEDDING SAW CUT TO FIT PIPE � w OUTSIDE DIAMATER Qo a N PLUS 6". .. .. m m 0 OU 12" THICK VDOT w U)� No. 68 STONE BEDDING 8"x8"x16" AND 4"x8"x16" T. I z SOLID CONCRETE BLOCKS e r- 0 CENTER W/RISER / zN DOGHOUSE MANHOLE BASE WALL (4 EACH) < LLJ Qw I MANHOLE ABOVE BASE SHALL F -- z -Ow FILL DOGHOUSE UPECd{NG BE CONSTRUCTED AS SHOWN ON FIGURE 5-1-A ✓�~^- �1 00 J /AROUND jAROUND EXISTING PIPE 3,000 PS! CONCRETE OR. NON -SHRINKING GROUT ALLOW CONCRETE TO FLOW A MIN. WRAP EXISTING PIPE WITH t' -G" BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE ---- ,.y BEFORE FILLING THE OPENING \\\ NEOPRENE SECURED BY 2 NON- , CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING v t 12" MIN. CAST -IN PLACE �+ 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL _MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S -1-A1 TD -26 4" INLE 88'° 67" L ANTIFLOTATION LEDGE PLAN VIEW GRADE 1 > (2)4" CLOSED END 4" OUTLET BOOT SEALS 3" AIR (ASTM 923) SPACE - 4"x6" OPENING ° ;O 116 t- 4" CONCRETE ° BAFFLE WALL d 6" ° ° ° d ^ nd ° '. a j' A. ' % ° ° ° d a A ee . � e° d e ° °a e ° SAND BASE SECTION A -A TANK SHALL BE EQUAL TO HANOVER PRECAST COMPANY 1500 GALLON PRE -CAST CONCRETE GREASE INTERCEPTOR 1 500 GALLON GREASE INTERCEPTOR SCALE: NONE SECTION A -A EFFLUENT NOTES: 1. #5 REBAR 12" 0/C B/W BOTTOM AND SIDES. TOP HAS #8 REBAR 5000 PSI CONCRETE WITH FIBER FOR SECONDARY REINFORCEMENT. 2. INLET AND OUTLET HAVE 4 INCH CLOSED END BOOT SEALS MEETS OR EXCEEDS ASTM 1227 (10 PSI) AND ASTM 923 (13 PSI) 3. JOINT SEALANT: 1-1/2 BUTYL RUBBER 4. CONTRACTOR TO: - SUPPLY AND INSTALL ALL PIPING & SAMPLING TEES. - GROUT IN ALL PIPES AND WEIRS. - FILL WITH CLEAN WATER PRIOR TO "START-UP" OF SYSTEM. �NLTH O Q z_ 11)N v BRIAN 1. BRE R M N E��~ C� Q - z o � m v) m m vi o z wO T-- \ cn � w r Qo a N Q o m m 0 OU 00 O 00 w U)� U w Y Q_ or)� I z o \ r- 0 _ 0 zN O D-- < LLJ Qw I O w F -- z -Ow � J 00 J O F - ♦\ _ / = w W 0 O z SHEETNUMBER Q J W 00 N � O O O O U � z z O Cn O j U w � D W In W ELI0 Q �NLTH O Q z_ 11)N v BRIAN 1. BRE R Lic. No. 039045 N E��~ C� Q - z o z> m v) m m vi o z wO T-- \ cn � r Qo a N Q o m m 0 OU 00 O 00 w U)� U w Y Q_ or)� I z < n 00 r- 0 _ 0 zN O D-- < LLJ Qw I O w F -- z -Ow � J 00 J O � LMMLO ♦\ _ / = w W 0 O Q SHEETNUMBER Q J 00 N � O O O �NLTH Q z_ �x v BRIAN 1. BRE R Lic. No. 039045 'I1'�S`Sj�NAL E��~ ~ - - z o m ort m v) m m O -DO 0 -t wO T-- \ cn m r 0. 0 a N Q o m m 0 Q: � \ w w z 0 z 3�: w Y L1. W c O < n WFn D � D _ 0 Q z_ W U) J Q W 0 LL Ld t.t.. u Q L1. W c _ > ~ -/� L.L.. M W � z 0 O O w � J � LMMLO ♦\ _ / Q SHEETNUMBER CU -501 DIRE, FLOW LS II IA"I I, FORM ISG} (II surame SetAice Office) Method ofCaIctllating Needed Fire Flow NFF (Needed°Ile Flow) ENGINEER: Brawl Brewer, P.E. PR(__):IEC'I`NAIME: Staybricl_;e Scutes - Tiniberwood Boulevard I Y'llE OF C()NS"II UC''IION: _NONCOMBUS`I''lBLE C- C lass of Construction Coeliic:ie t — F: GkIOUND FLOOR AREA: 18,900 # OF ` T`O.PJES Total Floor Area -. A, (effec;ti�lle alta) MRF ARIA CONSIDERED Constru tion Factor C:'i = IS (F) (A;)"-5 (ROU\l-DED T. O-\EAREST 250 CiPM). m LI En `.E �¢ j r car a E IK v1 U a /ft -3 � \, 3 EiY of a£ /� rte' E Fal _ ra E. 0 n ._ rN5 r i`� E s G -" ¢ n TYPICAL MANHOLE FRAME & COVER N.T. S OIG S -I -D DATE: 11/18.122016 CAL.C::. BY: ILC 4 0.8 741.1744 Ci: 4,000 TYPE OF OCCUPANCY: COMBUSTIBLE C-3 r a A d 1, WHERE A SEWER SERVICE LATERAL CONNECTS `0 A MANHOLE J� ; N i AND NO INVERT ELEVATION 'GR THE SERVICE LATERAL IS DIM`NSICN rDIMENSION DIMEWSWN (P). INDICATED , THE TON (CROWN) ELL VAT ON OF THE SERVICE. METER SIZE A $ C X1 + P1 = �- �� ► - 36"MIN % LARGER THAN 5" IN ANY 44" MIN. D1MENSION TO THE MANHOLE, 24 MIN -INTIAL BACKFILL* X6 =I' = 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL. 4" 5' MIN. I2` MIN. -' MLN. (X-I-P")I == L0 + E(:Xi Pi) _ GREATER ° TI -IAP} 4PROPOSALS WILT. BE SUBMITTED. ' 1. - 175"----rl S" MIN. 6' M!N. 4 H SIDE VIEW ( lax X ;-P)I - I.75) l .CIO B (II = NLTNIBEiR OF SIDES OF SUBJECT BUILDENG) (22.5" FOR COMPOUND METER) DOOR MENGES S. DIAMETER OF 4'% --- — 4' min Q 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 1.75" DIAMETER DRILLED 4,000 OF 3 FEET. HOLE FOR TOUCH READ P\ccl ction Factor: 50% % X NL°F = - I UNITS, O SALT ALL. PIPE) 'rO'TAL: 60. ` e �< ; FINISHED GROUND 2 x 4 I ( TOP VIEW O 0 MARKER C I ` I ( (22.5" FOR COMPOUND METER) I \_......_L__.._..._.- 3" DIAMETER FLAT PLUG END OF Li BEARING SURFACE SERVICE LATERAL MAIN LINE-R19EC UNDERNEATH ( I 12" MIN.---- WINGNUT LOCKING ASSEMBLY LIFT HANDLE ,t ALUMINUM ACCESS BYPASS HATCH NOTES: s TYPICAL METER VAULT 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. N,T,S. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN --PLACE VAULTS SHALL FIG, W -7A z TD --14 DIRE, FLOW LS II IA"I I, FORM ISG} (II surame SetAice Office) Method ofCaIctllating Needed Fire Flow NFF (Needed°Ile Flow) ENGINEER: Brawl Brewer, P.E. PR(__):IEC'I`NAIME: Staybricl_;e Scutes - Tiniberwood Boulevard I Y'llE OF C()NS"II UC''IION: _NONCOMBUS`I''lBLE C- C lass of Construction Coeliic:ie t — F: GkIOUND FLOOR AREA: 18,900 # OF ` T`O.PJES Total Floor Area -. A, (effec;ti�lle alta) MRF ARIA CONSIDERED Constru tion Factor C:'i = IS (F) (A;)"-5 (ROU\l-DED T. O-\EAREST 250 CiPM). m LI En `.E �¢ j r car a E IK v1 U a /ft -3 � \, 3 EiY of a£ /� rte' E Fal _ ra E. 0 n ._ rN5 r i`� E s G -" ¢ n TYPICAL MANHOLE FRAME & COVER N.T. S OIG S -I -D DATE: 11/18.122016 CAL.C::. BY: ILC 4 0.8 741.1744 Ci: 4,000 TYPE OF OCCUPANCY: COMBUSTIBLE C-3 i i I a A d 1, WHERE A SEWER SERVICE LATERAL CONNECTS `0 A MANHOLE J� ; N i AND NO INVERT ELEVATION 'GR THE SERVICE LATERAL IS -REMAINING BACKFILL SHALL (P). INDICATED , THE TON (CROWN) ELL VAT ON OF THE SERVICE. NOT CONTAIN! ROCK MATERIA(_ X1 + P1 = �- �� ► - 36"MIN % LARGER THAN 5" IN ANY 44" MIN. D1MENSION TO THE MANHOLE, 24 MIN -INTIAL BACKFILL* X6 =I' = 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL. 6"MIN (6" LIFTS) (X-I-P")I == L0 + E(:Xi Pi) _ EMBEDMENT * THOROUGHLY COMPACTED ' 1. - 175"----rl S" MIN. 6' M!N. 4 SPRING LINE /� BY HAND OR APPROVED OF PIPE - __ MECHANICAL TAMPER ( lax X ;-P)I - I.75) l .CIO _HAUNCHING (II = NLTNIBEiR OF SIDES OF SUBJECT BUILDENG) (22.5" FOR COMPOUND METER) NO. 68 STONE — — -BEDDING 6" max S. DIAMETER OF 4'% --- — 4' min Q 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER FOUNDAT101\1 (SMALL BE 4,000 OF 3 FEET. - REQUIRED WHEN SOIL P\ccl ction Factor: 50% % X NL°F = - CONDITIONS ARE UNSTABLE O SALT ALL. PIPE) 'rO'TAL: 60. ` e �< ; FINISHED GROUND 2 x 4 NOTE O 0 MARKER 1.OE1`J CU S IN PAVED AREAS WITHIN EXISFING VDOT RIGHT-OF-WAY SHALL BE (22.5" FOR COMPOUND METER) BACKFILLED ENTIRELY WITH NO. 21A STONE. PLUG END OF Li ,.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED SERVICE LATERAL MAIN LINE-R19EC AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 12" MIN.---- WINGNUT LOCKING ASSEMBLY STOGIE SHALL BE PROVIDED ,t 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BYPASS BEDDING OF NO, 68 STONE NOTES: TYPICAL S,E rWE R PIPE 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. INS..FALLA_I._101\1 IN I.REN(_H 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN --PLACE VAULTS SHALL NTS z MINIMUM WALL. THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8", FT(,. S -J' 3, THE OUTSIDE OF 'THE VAULT BELOW GRADE. SHALL BE COATED WITH AN APPROVED TD -32 DIRE, FLOW LS II IA"I I, FORM ISG} (II surame SetAice Office) Method ofCaIctllating Needed Fire Flow NFF (Needed°Ile Flow) ENGINEER: Brawl Brewer, P.E. PR(__):IEC'I`NAIME: Staybricl_;e Scutes - Tiniberwood Boulevard I Y'llE OF C()NS"II UC''IION: _NONCOMBUS`I''lBLE C- C lass of Construction Coeliic:ie t — F: GkIOUND FLOOR AREA: 18,900 # OF ` T`O.PJES Total Floor Area -. A, (effec;ti�lle alta) MRF ARIA CONSIDERED Constru tion Factor C:'i = IS (F) (A;)"-5 (ROU\l-DED T. O-\EAREST 250 CiPM). m LI En `.E �¢ j r car a E IK v1 U a /ft -3 � \, 3 EiY of a£ /� rte' E Fal _ ra E. 0 n ._ rN5 r i`� E s G -" ¢ n TYPICAL MANHOLE FRAME & COVER N.T. S OIG S -I -D DATE: 11/18.122016 CAL.C::. BY: ILC 4 0.8 741.1744 Ci: 4,000 TYPE OF OCCUPANCY: COMBUSTIBLE C-3 i i I a A d 1, WHERE A SEWER SERVICE LATERAL CONNECTS `0 A MANHOLE (Worst Case) OceipalTcy Factor= Oi i AND NO INVERT ELEVATION 'GR THE SERVICE LATERAL IS EXPOSURE (XI) AND CC)MMUNIC.AHON (P). INDICATED , THE TON (CROWN) ELL VAT ON OF THE SERVICE. z� X1 + P1 = �- �� ► - 44" MIN. X`, t P- TO THE MANHOLE, LIL (. -- X6 =I' = 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL. LIJ (X-I-P")I == L0 + E(:Xi Pi) _ Q ' 1. - 175"----rl S" MIN. 6' M!N. 4 000 ( lax X ;-P)I - I.75) l .CIO N (II = NLTNIBEiR OF SIDES OF SUBJECT BUILDENG) (22.5" FOR COMPOUND METER) NEEDED FIRE FLOW S. DIAMETER OF 4'% --- J Q 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER NFF = (Ci) (0i) (X+P)1 NIT — 4,000 OF 3 FEET. Atitonuitic Sprinklers: YE S P\ccl ction Factor: 50% % X NL°F = - 2000 O SALT V) 'rO'TAL: 60. N J FINISHED GROUND 2 x 4 O O 0 MARKER 4 Et (22.5" FOR COMPOUND METER) PLUG END OF Li SERVICE LATERAL MAIN LINE-R19EC 37" MIN. 12" MIN.---- WINGNUT LOCKING ASSEMBLY ,t BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN --PLACE VAULTS SHALL BE 4°'. z MINIMUM WALL. THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8", 3, THE OUTSIDE OF 'THE VAULT BELOW GRADE. SHALL BE COATED WITH AN APPROVED SIN LINE WYE --TEE WATER PROOFING COMPOUND. ALAN TYPICAL M TER VAULT �2" METS R) ----NTS _ D VARIES FIG. W -7C TD -16 0 DIRE, FLOW LS II IA"I I, FORM ISG} (II surame SetAice Office) Method ofCaIctllating Needed Fire Flow NFF (Needed°Ile Flow) ENGINEER: Brawl Brewer, P.E. PR(__):IEC'I`NAIME: Staybricl_;e Scutes - Tiniberwood Boulevard I Y'llE OF C()NS"II UC''IION: _NONCOMBUS`I''lBLE C- C lass of Construction Coeliic:ie t — F: GkIOUND FLOOR AREA: 18,900 # OF ` T`O.PJES Total Floor Area -. A, (effec;ti�lle alta) MRF ARIA CONSIDERED Constru tion Factor C:'i = IS (F) (A;)"-5 (ROU\l-DED T. O-\EAREST 250 CiPM). m LI En `.E �¢ j r car a E IK v1 U a /ft -3 � \, 3 EiY of a£ /� rte' E Fal _ ra E. 0 n ._ rN5 r i`� E s G -" ¢ n TYPICAL MANHOLE FRAME & COVER N.T. S OIG S -I -D DATE: 11/18.122016 CAL.C::. BY: ILC 4 0.8 741.1744 Ci: 4,000 TYPE OF OCCUPANCY: COMBUSTIBLE C-3 z N 1, WHERE A SEWER SERVICE LATERAL CONNECTS `0 A MANHOLE (Worst Case) OceipalTcy Factor= Oi ~ AND NO INVERT ELEVATION 'GR THE SERVICE LATERAL IS EXPOSURE (XI) AND CC)MMUNIC.AHON (P). INDICATED , THE TON (CROWN) ELL VAT ON OF THE SERVICE. z� X1 + P1 = 0.00 l P4 � O `dry + P. _ X`, t P- TO THE MANHOLE, X;+P3= X6 =I' = 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL. LIJ (X-I-P")I == L0 + E(:Xi Pi) _ Q QO 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% / � L._�__1 000 ( lax X ;-P)I - I.75) l .CIO N (II = NLTNIBEiR OF SIDES OF SUBJECT BUILDENG) 4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' M, :TNMJ NEEDED FIRE FLOW S. DIAMETER OF 4'% --- J Q 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER NFF = (Ci) (0i) (X+P)1 NIT — 4,000 OF 3 FEET. Atitonuitic Sprinklers: YE S P\ccl ction Factor: 50% % X NL°F = - 2000 O SALT V) 'rO'TAL: 200 Rs;quied Fire Flow - Rotulded: 2,000 gt)11I. TD -29 WATER MAI VARIES ICtJ INMIINLU JUI€N I rI I IiIV J ,_VE BOX TO METER BOX (SEE FIG. W -r" A THRU W-- 7E), J �._._._.._......._._-- f! ,F F T 2IES — COPPER _.....2" CORP, STOP .'-4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE: 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT A7 MAIN WITH X"x4" I EE:, • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE, • REFER TO FIG, W -S FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE, • NO CONCRETE SHOULD BE POURED ON ANY DART OF THE RESTRAINED JOINT, USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.5.1. CONCRETE. HydrantsFire Re tl e.d LARGE METER SERVICE LINE I CERTIFY TIIAT THE AI30)VE I: NFORTNIA-ITON IS TRUE ANI) CORRECT SIIGNATURE: Z4 j L, P.E. CONINIERC::IAL AREA REQUIRES ,350 FT. MAXINNIUNI 110-1 LAY References: NF.F e alc elation procedure cies cribed in A:4`~<'`,W,A. M -3I. LS.0,'s 1980 Col miercial Firs: hating Schedule and LS,0.'s I9801,'ire Suppression R iting Schedule. .9,' 94 Form F-9 NTS FICA, W --6C TD --12 I .......... ......... SEWER SERVICE LATERAL CONNECTION NOTES: z N 1, WHERE A SEWER SERVICE LATERAL CONNECTS `0 A MANHOLE 110N ~ AND NO INVERT ELEVATION 'GR THE SERVICE LATERAL IS 0 U Q INDICATED , THE TON (CROWN) ELL VAT ON OF THE SERVICE. z� O LLINOS LATERAL PIPE SHALL BE AT LEAST 0,2' HIGHER THAN THE � O TOP (CROWN) ELEVATION UE THE THE LOWEST PIPE CONNECTED Q TO THE MANHOLE, Imo^ 0(-) 000 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL. LIJ W BE CONNECTED USING A PIPE SADDLE. Q QO 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% / � L._�__1 000 Q (1/4" PER FOOT ) N QLLJ i 4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' M, :TNMJ z— O W S. DIAMETER OF 4'% --- J Q 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER w0 0 OF 3 FEET. Q Q Q D O SALT V) O 0 TREATED N J FINISHED GROUND 2 x 4 O O 0 MARKER PLUG END OF Li SERVICE LATERAL MAIN LINE-R19EC (ON ,t ( r - z z SIN LINE WYE --TEE ALAN O D VARIES E SEWER SERVICE LATERAL. CONNECTION 0 N, T. S, FIG, S-2 TD -31 �v VARIES ICtJ INMIINLU JUI€N I rI I IiIV J ,_VE BOX TO METER BOX (SEE FIG. W -r" A THRU W-- 7E), J �._._._.._......._._-- f! ,F F T 2IES — COPPER _.....2" CORP, STOP .'-4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE: 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT A7 MAIN WITH X"x4" I EE:, • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE, • REFER TO FIG, W -S FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE, • NO CONCRETE SHOULD BE POURED ON ANY DART OF THE RESTRAINED JOINT, USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.5.1. CONCRETE. HydrantsFire Re tl e.d LARGE METER SERVICE LINE I CERTIFY TIIAT THE AI30)VE I: NFORTNIA-ITON IS TRUE ANI) CORRECT SIIGNATURE: Z4 j L, P.E. CONINIERC::IAL AREA REQUIRES ,350 FT. MAXINNIUNI 110-1 LAY References: NF.F e alc elation procedure cies cribed in A:4`~<'`,W,A. M -3I. LS.0,'s 1980 Col miercial Firs: hating Schedule and LS,0.'s I9801,'ire Suppression R iting Schedule. .9,' 94 Form F-9 NTS FICA, W --6C TD --12 I_I I I I I I Izl 0 z N m 110N ~ m 0 U Q u) z� O LLINOS z � O z Q 0= N Imo^ 0(-) 000 LIJ W Q N �� Q QO >- m 000 Q Z N co = N QLLJ i z— O W S. c 00 J 0 V J Q � w0 0 O Q Q Q D I_I I I I I I Izl 0 z N m 110N ~ 0 U Q u) z� O LLINOS z � O z Q 0= N Imo^ 0(-) 000 U) 00 0 W Q N �� Q QO >- m 000 Q Z N co = QLLJ i z— O W S. c 00 J 0 V J Lid S z w0 0 O Q Q Q J O V) O 0 o N J O O 0 z z O D U) 0 j U W CI� 0 /W^ V J U) W D 0 Q I_I I I I I I Izl BRIAN J. BREWER " Lic. No. 039045 'NAL 0 z N m 110N ~ 0 U Q u) z� O LLINOS z � O Q 0= N Imo^ 0(-) 000 U) 00 0 O Q N �� Q QO >- m 000 Q Z N co = QLLJ i z— O W S. c 00 J 0 V J Lid S z w0 0 O Q Q Q J V) O 0 o N J O 0 BRIAN J. BREWER " Lic. No. 039045 'NAL I U'' W D C) VJ z m m m ~ 0 V) u) m O LLINOS O IW Imo^ O Q N �� Q Cil >- m m Q w S. CD J z CD z v O Q U) Q w V) o o v I U'' W D C) VJ W Q 0 L SHEET NUMBER CU -502 Q z v E SHEET NUMBER CU -502 Q z v LANDSCAPE CALCULATIONS M -= m iji I-- SITE TREE CANOPY CALCULATIONS: �_ �� � Ld 12 '', y SITE AREA: $7,983.00 S.F. � o 13 F NAN REQUIRED TREE CANOPY =10 PERCENT OF SITE AREA: 8,798.30 S.F. TREE CANOPY PROVIDED: 12,458.00 S.F. 14,16 PERCENT PROVIDED 1 2 - ' e 1 QUANTITY BOTANICALNAME CANOPYAREA m CF CF 12 QUERCUS PHELLOW'HIGHTOWER' 370 4 440.00 S.F. � ,_ rr. III __ z _1111 ° W , 11• • 11 ZELKOVA SERRATA 'GREEN VASE' 350 3,$50.00 S.F. .. 4 ACER RUBRUM'OCTOBER GLORY' 397 1,588.00 ._ _. 1111. 1111. 4 ULMUS AMERICANA PIRINCETON 397 88 00 _} /, P . :• 0•B R' ipTN T���?, 8 CERCIS CANADENSIS'FOREST PANSY' 124 992.00 z \, . - ✓; • A °A ♦ P = 3`65 pG I'1�� 1 58.00 S.F. z — dam:;:: �.. / 0 C, � - _- -A -I 2 4 o cn .. - m / - N "� -m-- - .,v . .�. ___`11 -1 ,' 68 PARKING AREA CALCULATIONS: c� w / j r \ _ ._ (/ X ' }' , ' 1,„111- -.t N _ "`-off_-' \\ ?� - ,11 - / % _ Q ' � µ PARKING AREA 32,992.00 S F % >, S �,,,,. o w,� .. - _11"11_ -1111, .....,� .ra' f .. 11,,11,.-...,,`--,,, r W Cn _Fl` ! \ REQ IRED GREEN AREA - 5 PERCENT OF PARKING AREA 49 60 S FLj ti� u a '^ -„,1111.-,.. 4' I / \.•. /(� .,<x _1111.. ° \��\ �'✓ /�� ;; ` � U 1 6 /"f/ ^T / `� `f� \�. . Y 4,74$.72 S.F. 14.39 PERCENT PROVIDED o /� 11 r J 1, \ ♦: ,_, % , ,k :> s -.:.{) .. ' ..: ... ,g - f f :A' / > \ °_ - SIGHT DISTANCE EASEMENT / ENTRANCE CORRIDOR REQUIREMENTS 11 —M z f 11 I I'll,' i \ /`r' INTERIOR ROAD FRONTAGE - TIMBERWOOD BLVD 570 L. F. / ,I,) r- • A I , r11 •,,/ j�l' LARGE E TREES REQUIRED AT 40' ON CENTER: 14 I) p T % . , I LARGE E TREES PROVIDED 11 ". 1::.. � i f ;! i i f N ,/ r PROPOSED STAYBRIDGE SUITES � !, ORNAMENTAL TREES PROVIDED 5 ORNAMENTALS PLACED BEHIND SIDEWALK TO z r 4 FLOORS — 103 ROOMS I>` ” - SUPPLEMENT WHERE LARGE TREES CAN NOT BE . ~. � I r _ r ' � : • � `� � 74, 744 Sq. Ft. I1`1 /'11, T r - r` � iI ' DISTANCE EASEME D SPACE CONSTRAINTS W o PLACED DUETO UTI LI EASEMENTCONFLiCTS SIGH F • A . ,v ,' NTS, AN 0 Q )F } FFE. 599.50 ! f �= N ji - =j' �e:- SITE AREA: 2.02± AC > _' :Is P A '��' i "!` A. f '3 's A �e i'f, =� V) aE 00 O 11 a w" / 1 i PARKING REQUIRED: 103 SPACES ;� , f,; . INTERIOR ROAD FRONTAGE -LAUREL PARK LANE 314 L, F. U ;, J z/ Q f1' . /1 jji PARKING PROVIDED: 103 SPACES ,� A°'-I� :' I `j � ? \-11 LARGE TREES REQUIRED AT 40' ON CENTER: $ oo F- o a 5 _ / I I r I f , I `!I i ,f LARGE TREES PROVIDED 4 WAIVER REQUESTED DUE TO UTILITY EASEMENT % Q w _ ', w f `r CONFLICT IGHT DISTANCE EASEMENT ND SPACE 1 CF } �r z- -_ i li �f kal r 1.111. _ _... .........._.._.._ 1111. a / ' }' j! �' ' NS S,A W� J 11 t �I I _'. 4 i CONSTRAINTSa) - J, cJ\l, ,; ,, i.'>k% `'- . PA.. , f y, .....r — I f 4 �' I � .A .Frt r r' W Y I jcl� r ­1-1 r j r „° ( /v _� f : Lid P ii 1) �} y , s `Z I; S = 1 111 __1.. ......... _1111 ... _ ..._ 111_1 111 1.._ 4 1• c , I . �.., .�.r3"I !Y i; r ':,z J Z 1 -__--- ' .. "r PER _ r -- 1111 � ..Y � O ti :; I � ,.= a- _ t ), ? PERIMETER OF PARKING AREA - FACING POCKET PARK 227 is - j( A' A ' \ A V • A A A A } 4 / r L,,, i \ . , t/ .L P \/,+,,} '} ,, A \ I I A ". ._..........G... ,.. ,n4.- ,.�1-.. i P 1 i ` 3 f l r� 1 -1 1 ![­Iii I �/�'.: LARGE TREES REQUIRED AT 40 ON CENTER: 6 A , 4 r V . ' O +.0•'' ,/= '4 . . ° 4 Dt3T_ 'SDI. I . Q a.�^�. !_�;( {''' it fr : r 4 ' ;: t f.- € it TREES PROVIDED 6 0 r / j i f,. O J �.. �J 4 /r . s' 8 i / I ,,, t SHRUBS PROVIDED AT PARKING LOT PERIMETER 21 ff,• � - 464 O A. , �E / / 1 0 D S L d. t i! € I- , t 1104 mte < = w E 71 ,,'-1 11 NG AREA °� d 1 ' ` CB } 1'Alr' PARKING SPACES PROVIDED, 103 0)— E IAS / PARKING r fwr- z _ O QH �` /; INTERIOR PARKING LOT TREES REQUIRED @ 1 PER 10 SPACES: 10 O 11 € P _.__._ l i_ " " / / r# INTERIOR PARKING LOT TREES PROVIDED: 10 TH O 11 I- y rn� I :' SPL fi _j I: ll;;11 ..�, z AD a` }: f' I LANDSCAPING OF BUILDINGS AND OTHER STRUCTURES O� lzj J -_ f I y ? CA v wM~ _ �\ , BUILDING FRONTAGE /�� I I I %I'll DUE TO SITE CONDITIONS BUILDING FRONTAGE LANDSCAPE IS INCORPORATED Michael a Y w j; 1 \' . I 12 I I ='`; WITH THE RE UIREMENTTO USE LANDSCAPING / rn Q E S APING TO INTEGRATE THE SITE BUILDINGS b _ A rA , 0 „ i P Lic No 1 (; ! ; `.. ° ' . ..,z'_ ___ _ • _ ,� E' 1 'tr DUMPSTERS, DRIVE 7"H ROUGH WINDOWS, SERVICE AREAS, AND SIGNS 'i .: 11 .. .�m ............. ........ ............ .. . _1111.'. ....._...< - : k • ( } t • — .�r, -.�. _ 't-- J UP TREES PROVIDED: $ORNAMENTAL TREES ) / // - `' _ SHRUBS PROVIDED: 147 SHRUBS PROVIDED SSC N I I �_...` `® AP RG .11 __, jj , ..' 320 _. _. � ' • W .� , I , E A JI i _(_____�SEE SHEET CP-102 FOR TYPE OF SOD OR SEED TO BE USED. " N \, P HC1­11. ry z ` A ... , 00 a / w I P / .1111... i' f �, ,L: - PLANT SCHED LE _ �- _ _ . 749 ' , .. .. € U cn COcn g LL I s I: �: 1# O - I O > I } �{ w o , LC - i/ ,n I {f U i : yA A , y ; < $- 12 3 it{ ,j (f i O W /� 1 (n ` ' A;:' ` e ' . '\ ., .A ,L, , € y-`.,``, r'l I/-+� �"lJ TREES QTY BOTANICAL NAME COMMON NAMIE CONT CAL /SIZE i-- �l >- ( AG2 i ? _ O m m fI :.n En 1, _-, 2i :' P :' i' _ i � n O Q N Q 9 I _ct I _ f` , '°�-, AG2 4 Acer rubrum October Glory' TM October Glory Maple B & B 2.5 Cal m o I „N' I, - j - Z Z l I F, - :`�.. ,? ' } -' ! ;' 3 - �j CF 8 Cercis canadensis 'Forest Pans TM Forest Pans Redbud B & B J - I# - t 1 A i i.,?: ` -t _ '111,--- f y :: i t Y Y Q (n Q w = I _ .. { Q _ - _ r t: ...,,..._-1111.. '. – \- \._ 1111........ " _1 s /'f 2 � � � NOTES_ O = E f}A € a - :i QH -- _ , ._ - �f � , �� rI I; Q 12 Quercu ellos tower Wlllow Oak B & B 2.5 Cal /' i H s ph High I. FESCUES SHALL T E INSTALLED WHENEVER THE GROUND IS FROZEN 0 MC. , ' ` /�, ... 1 (I 2. ALL AREASDDISTURBEDOBY CONSTRUCTION THAT ARE NOT OTHERWISE COVERED . , 16 w� I �" � y,/ ". _ Q � y ' ' i j BY BUILDING, PAVING, PLANT BEDS, SOD, MULCH RINGS OR OTHERWISE j... U) i �! I I I ? I b UP 4 Ulmus americana Princeton` American Elm B & B 2.5 Cal PERMANENTLY STABILIZED WITH LAWN SHALL BE PERMANENTLY SEEDED JN A I r, I ! R 3 . , { 9 "; �, ACCORDING TO THE SEEDING NOTES ON SHEET CP-501. 3 V 1.,� l ' I �i �i 11 3. _ TO PREVENT SLIPPAGE SOD ON SLOPES 3:1 OR GREATER SHALL BE STAKED 6 ZG 11 Zelkova serrata 'Green Vase Sawleaf Zelkova B & B 2.5 Cal - _ r ,,,. 10 %` 1 WIT — r H BIO DEGRADABLE STAKES AS MANUFACTURED BY GREENSTAKE, INC. tIN [ ° J ' 4. -..w '. =P _. , ILG REACH, AG2 . " I - I SHRUBS QTY BOTANICAL NAME COMMON NAMIE CONT HEIGHT �` ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO H 0 (11, . } _ ; I ,, I AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS 5 �^""- �� -E I I , 4 __ s ' E �,. 11 F , I I I � �- `, I j I IB 31 Ilex cornuta `Burfordii` Burford Chinese Holly Cont. 30 HT MIN. PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO 1 1 • _.1 11 PLANT. / I° SUPPORT THE OVERALL HEALTH OF THE P . 7� - I ! ,- Q_H.- , -.,..�-�-`- QH ` ....11.11 1111_ .... . _ I ;, `IB "' '_­­T____ �___ .. .__..__ _ .____ 'I(` ILG 31 Ilex glabra Shamrock Inkberry Cont. 24" HT MIN. I;• J t ? , : a I 1111 ` - •_ 1111.:.°"'""'� r A • • • 111_1.. __1111 ... 1_::1,11. »1111..: r -� . , A - I , I I 6 i - '. IN 31 Ilex vomitoria Nana Dwarf Yaupon Cont. 30 HT MIN. ([{ j .w , j i 3`� n: 1 ,w+�.w»a�µn.. E Oi -I t€ I t �, m - X � IN , I »,,- ,-.,... :.. IR GATION NOTE _.-w_...,,,.,,, J 1. CONTRACTOR TO SUBMIT IRRIGATION PLAN SHOP DRAWINGS FOR APPROVAL BY I � I A' _- "M C I JN 35 Jasminum nudiflorum Winter Jasmine Cont. 24 HT MIN. �. ► ': . , `' 21 _-_ __ 1111 NS ON _ ._. ,. • v _ _11»1,1, � r ___ e RIGATION PERFORMANCE SPECIFICATIO w:.,.. - TION. SEE THIS T FOR 1 . i THIS SHEET PRIOR TO - 1:' ' A . ' _ G / - U' 'Gulf Stream TM mboo Cont. 24" HT M SYSTEM PERFORMANCE SPECIFICATIONS AND REQUIREDESUBMITTASIRRIGATIONZ Q I I ., � t ?? 1 C, o NAN 12 Nandina domestics 'G Heavenly Ba IN. P�i Y PRESSURE 30-40 PSI 1 2 SYSTEM DESIGN , N111-11­1 I ?,` r _ri - I � �, QH _,___ -- 11 PL 28 y acantha coccinea Lowb y Lowb y acantha Cont. 24 HT MIN. _ -„ _._,_ /'`� ,' �3, � � P r o � oy P r MINIMUM Ln 'I IA It, r, € %`� , } _. _1,,--111, -.w.-_,m . �1­1/,,/ r O. ;` �� I 7 / :' `, i 1 2.3. 12 PSS REDUCEDE PRESSURE BACKFTER PRESSURE RLOW PRESSURE DROP. - .,. Z 1i_ -- 6 y 6 ,/' /;'`` UP GROUND COVERS QTY BOTANICAL NAME COMMON NAMIE CONT 3. CONTRACTOR SHALL VERIFY PRESSURE IN FIELD AND NOTIFY SYSTEM DESIGNER 4 a t : IF PRESSURE DIFFERS. U 2 lB �,; i' CB 180 Cotoneaster dammeri 'Coral Beaut Bearberr Cotoneaster 3 al :-' I \� i IB r I 1 '' i Y Y g 4. SYSTEM PUMP MAY BE REQUIRED IF PRESSURE OR FLOW GPM IS INSUFFICIENT J o . ' A ` % ' e `, :' II11 y» j ! ` FOR SYSTEM OPERATION. CONTRACTOR SHALL SUBMIT PRODUCT DATA TO 6 1f f f` > HC 530 H ericum cal cinum Creeping St. John's Wort 1 al SYSTEM DESIGNER FOR APP I H '\ �t'I 11t,._ .,. I. ...`...._ ° h ,._ _ �--_ g 6 ,;� t�.; it Yp Y P g g APPROVAL. IB 3, `,, tf�I 1 5. GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL / _... - . �- , E / I 1 A 1 1. - i.. _ fr 5 ri LC 2 189 Lirio e s icata Cree in Li rf IRRIGATION SLEEVING WITH THE IRRIGATION DESIGNER AND INSTALL ALL 1 IIN t' SIGHT DISTANCE `EASEMENT Turf 1 t SLEEVING PRIOR TO INSTALLATION OF PAVEMENT ! '' mm IEi I 1, p p Creeping Lily q " M NT INCLUDING BASE MATERIALS. I,- I , ... ., = - QH n w :.- - I ­111 -� I " '�.., ��' M • 1111_ __ .. ._ .. r/ �/%y.. .. .. .ri, __ dF __ ._ # ii 1111..; a 1111 ._ .;.0 :,:.-. .: _;1111 :..:: �,.>n_y -:.;, „:�, ) s' I i �+ c; . -1111.._ , ' ? 11 I/ I -:- � s ; 1 210 109 Ii# 1 ,, • r. r' > - - �z , , a,, , =f IRRIGATION PERFORMANCE SPECIFICATIONS: C Q , ;7, ZG " :...,, "' y i. i �, �..,. '., t- s Y`, a . ,.:' A: \ �*. � ice...-w 4J i U P I � 1" .. 1111 1111 t H , ,,.,....M.- 9•�,Y 111;1, ..., � ��-I.^- ..............._..,. � , ,' � t fs' f 1111.-. a „� ( _.,.�,".- fit'\ Vii.:... ,_,..• �• < _-._. _ -.�."„ .......... l ; r r., �e.,,�,,,. w 84 j ALL IRRIGATION COMPONENTS, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL CODE REQUIREMENTS AND A5 SPECIFIED IN THESE NOTES WHICHEVER IS GREATER AND SHALL COMPLY _ - 12 ( f' ; �•� . q U i WITH GOVERNING JURISDICTIONAL AGENCIES. THE CONTRACTOR IS REQUIRED Q _-__... '!�, 1r -- - _ Q EU AT HIS EXPENSE TO SUBMIT IRRIGATION PLANS TO ANY AND ALL AGENCIES REQUIRING APPROVAL AND SHALL BE RESPONSIBLE FOR — Q J' ' PL -, .. \r� x \' 1 \\`.� t''` , I REQUIRED PERMITS PRIOR TO EXECUTION OF WORK. - _ �.. _ J L._ x'./ 1 111 y 11 % ' v ! — 1111. ,` �- _ _ - t f. t:Y ` f i -.-_,._.w _- r�� " x. a. INSTALL A 2 -INCH OR APPROPRIATELY IZED IRRIGATION MAIN AND SLEEVE TO WITHIN 5 FEET OF THE BUILDING WALL AT THE LOCATION DESIGNATED C� 1111111i__.... _.. ,,, Vii. _.,_ ` r � w,., w ,;i a, i DOCUMENTS PROVIDE IRRIGATION LINE TO EACH PLANTER TO THE STAYBRIDGE SUITES FRONT SIDEWALK. SLEEVES FOR IRRIGATION LINES IN STAYBRIDGE ' ` , tea .:.. i'•. / RIDGE SUITES SIDEWALK PLANTERS AREPROVIDEDBY STAYBRIDGE SUITES. W11, ,; f`:t , "I, - - � , z, � ALL IRRIGATION LINES AND WIRES BENEATH PAVING SHALL BE PLACED IN SCHEDULE 40 PWC SLEEVES. IRRIGATION _ r� W / ,. -- _11111,1-- , . t "_....._......__,. 1111_ -r ,_�., . , ;€ .f - RI ATION LINE SLEEVES SHALL BE TWICE THE PIPE DIAMETER WIRES SHALL BE PLACED IN SEPARATE 2" SLEEVES r'/ '';t' b. SPRINKLER HEAD TYPE SHALL BE APPROPRIATE FOR THE AREA BEING IRRIGATED AND COMIPATIBLE WITH THE PLANT MATERIAL AND ENV ; r (" I' C co `l, .1.i I r, S L,' L r_; % 1 1-1 Un c T w' I I I U, 3 '" L,_ - 11 fJ `" ,- Z J LL I LL N (1) _- � i Cn C: a_ 'L' Q -1 2, Hi, -) ( -u3 N - D In a, c Tj ,,- _L o _. U� ;T, I 1- 0 '- O ,_ I O rr) - %- > C) I I _ % Hr- .1 , 0- _ 0, - - un _. 11 :- - o- C1 FI , 5 L 'I, , 'o c., J Q _ W Ili 0 n_ G Qr (111 J) k w 0 z W U) Q ;T, J IL N 0 ;L, 11� O > - J `1, 11 � `, 1-1ll 1) ,L, /n - J - 2 cn r a T L D (, m_ 21 1-1 ,„ G L F_ 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 1/2 PART SAND. AMENDED SOIL: PLANTING SOIL FOR AMENDING BACKFILL SHALL BE 100 % TOPSOIL WITH AMENDMENTS ADDED ACCORDING TO THE RECOMMENDATIONS OF THE SOILS TEST REPORT TO BRING THE pH VALUE OF THE PLANTING BACKFILL MIXTURE WITHIN THE RANGES DESCRIBED BELOW. THE TOPSOIL AND AMENDMENTS SHALL BE MIXED AT AN ON-SITE LOCATION. PLANTING SOIL SHALL NOT BE MIXED AT INDIVIDUAL PLANT LOCATIONS. (2) TOPSOIL AND ALL SOIL AMENDMENTS (2.1) NECESSARY QUANTITIES OF TOPSOIL SHALL BE SUPPLIED BY THE CONTRACTOR AND APPROVED BY THE OWNER OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL APPLY TOPSOIL ONLY AFTER SECURING SOIL TEST (V.P.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 F S O 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: W' 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 EP F THE ROOT BALL. - A DEPTH EQUAL TO THE DEPTH O BALL SHALL BE ROTO TILLED TO Q (3.2) IN CONTINUOUS SHRUB AND GROUND COVER BEDS, THE ROTO -TILLED PERIMETER SHOULD EXTEND TO A DISTANCE OF ONE FOOT BEYOND THE DIAMETER OF A SINGLE ROOTBALL. THE BED SHALL BE TILLED TO A DEPTH EQUAL TO THE ROOT BALL DEPTH PLUS 6". (3.3) TREE PITS FOR WELL DRAINED SOILS SHALL BE DUG SO THAT THE BOTTOM OF THE ROOT BALL WILL REST ON UNDISTURBED SOIL AND THE TOP OF THE ROOT BALL WILL BE FLUSH WITH FINISH GRADE. IN POORLY DRAINED SOILS THE TREE PIT SHALL BE DUG SO THAT THE ROOT BALL RESTS ON UNDISTURBED SOIL AND THE TOP OF THE ROOT BALL IS 1"ABOVE FINISH GRADE. PLANT PIT WALLS SHALL BE SCARIFIED PRIOR TO PLANT INSTALLATION. (3.4)SHRUB BEDS SHALL BE EXCAVATED TO 6" BELOW THE ROOT BALL OF THE SHRUB. (3.5) ALL AIR POCKETS SHALL BE REMOVED FROM PLANT PIT UPON BACK FILLING WITH PLANTING SOIL BY FILLING APPROXIMATELY 1/2 TO 2/3 OF THE PIT WITH PLANTING BACKFILL MATERIAL, TAMPING BACKFILL MATERIAL AND THEN WATERING TO ENSURE SETTLEMENT OF THE MATERIAL. BACKFILL MATERIAL SHALL THEN BE PLACED WITHIN THE REMAINING CAVITIES OF THE PLANT PIT, TAMPING AND WATERED AGAIN TO ENSURE SETTLEMENT OF THE BACKFILL MATERIAL. UNDER NO CIRCUMSTANCES SHALL ANY SOIL OR BACKFILL MATERIAL BE APPLIED ABOVE THE ROOT BALL OF THE PLANTS. (3.6) GROUND COVERS SHALL BE PLANTED IN BEDS HAVING A MINIMUM DEPTH OF 4" BELOW THE PROPOSED ROOT DEPTH. PLANTS SHALL BE EVENLY SPACED AND SET TO MAINTAIN THE ORIGINAL GROWING DEPTH WHILE ALLOWING FOR A 2" TOP DRESSING OF MULCH. (4) PLANT MATERIAL AND MULCH (4.1) THE NAMES OF PLANTS REQUIRED UNDER THIS CONTRACT CONFORM TO THOSE GIVEN IN L.H. BAILEY'S HORTUS THIRD, 1976 EDITION. NAMES OF VARIETIES NOT INCLUDED THEREIN CONFORM GENERALLY WITH NAMES ACCEPTED IN THE NURSERY TRADE. ALL PLANTS SHALL HAVE A HABIT OF GROWTH THAT IS NORMAL FOR THEIR SPECIES AND THEY SHALL BE SOUND, HEALTHY AND VIGOROUS, WITH WELL DEVELOPED ROOT SYSTEMS. ALL PLANT MATERIAL SHALL BE FREE FROM INSECT PESTS, PLANT DISEASES, AND INJURIES. ALL PLANTS SHALL EQUAL OR EXCEED THE MEASUREMENTS SPECIFIED IN THE PLANT LIST, WHICH ARE MINIMUM ACCEPTABLE SIZES. TREES SHALL HAVE SINGLE TRUNKS EXCEPT AS NOTED. ALL SHRUBS SHALL BE HEALTHY, VIGOROUS, AND OF GOOD COLOR. ONLY DAMAGED OR BROKEN BRANCHES OF PLANT MATERIAL MAY BE PRUNED AND ANY NECESSARY PRUNING SHALL BE DONE AT THE TIME OF PLANTING. HOWEVER, UNDER NO CIRCUMSTANCES SHALL THE CENTRAL LEADER OF A PLANT BE PRUNED. (4.2) ALL TAGS, STRINGS OR ANY OTHER MATERIAL ATTACHED TO THE PLANTS SHALL BE REMOVED AT THE TIME OF THE PLANTING. BALLING AND BURLAPPING OF PLANTS SHALL FOLLOW THE CODE OF STANDARDS CURRENTLY RECOMMENDED BY THE AMERICAN STANDARD FOR NURSERY STOCK. (4.3) SUBSTITUTIONS WILL BE PERMITTED ONLY UPON SUBMISSION OF PROOF THAT ANY PLANT IS NOT OBTAINABLE. ABLE. 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 6 THE SOIL AROUND IT SHALL BE THOROUGHLY WATERED. CARE SHOULD BE EXERCISED WHEN WATERING TO AVOID SODDING NOTES: FLOODING OF PLANTS AND BEDS, DISPLACEMENT OF MULCH MATERIAL AND EROSION OF SOIL, AVOID USE OF HIGH (1) VEGETATIVELY PROPAGATED FESCUE SOD IS THE PREFERRED LAWN GRASS. ONLY VARIETIES PRESSURE HOSES. THE CONTRACTOR SHALL MAKE, AT HIS EXPENSE, WHATEVER ARRANGEMENTS MAY BE NECESSARY TO THAT HAVE PROVEN SUCCESSFUL IN THE PROJECT VICINITY SHALL BE SELECTED FROM THE ENSURE AN ADEQUATE SUPPLY OF WATER TO MEET THE NEEDS OF THIS CONTRACT DURING INSTALLATION. THE Shovel Edge Detail CONTRACTOR SHALL ALSO FURNISH ALL NECESSARY HOSE, EQUIPMENT A17ACHMENTS AND ACCESSORIES FOR THE FOLLOWING OR FROM VARIETIES AS RECOMMENDED IN THE 2014-2015 VIRGINIA TURFGRASS VARIETY ADEQUATE WATERING OF PLANTED AREAS AS MAY BE REQUIRED UNTIL ACCEPTANCE BY THE OWNER OR THE OWNER'S RECOMMENDATIONS AVAILABLE FROM VIRGINIA COOPERATIVE EXTENSION, VIRGINIA TECH, VIRGINIA REPRESENTATIVE. ..:, l .3 j.,.. , ... -F (4.11) MULCH SHALL BE CLEAN, GROUND OR SHREDDED BARK OR HARDWOOD MULCH. IN PLANTING AREAS WHERE STATE UNIVERSITY AND SHALL BE A BLEND OF SEED THAT WILL BE TOLERANT OF SHADE TO FULL SUN SLOPES EXCEED 3:1 AND AT DRAINAGE DISPERSION POINTS OR ALONG NATURAL WATER WAYS WHERE CONCENTRATIONS CONDITIONS. OF SURFACE WATER EMPTY FROM CULVERTS OR PAVED DITCHES, HEAVY JUTE MESH SHALL BE INSTALLED. SHREDDED 2ND MILLENNIUM, AVENGER, BILTMORE, BINGO, BLACKWATCH, BRAVO, COGNISE I1, COGNISE III, HARDWOOD OR BARK MULCH SHALL HAVE BEEN COMPOSTED FOR AT LEAST TWO MONTHS PRIOR TO APPLICATION. 25% APPROVED ORGANIC MATERIAL FRESHLY GROUND MULCH WILL NOT BE ACCEPTED. FINELY GROUND MULCH WHICH INHIBITS DRAINAGE, ENCOURAGES CONSTITUTION, COYOTE 11, CROSSFIRE II, DAVINCI, DAYTONA, ENDEAVOR, FALCON IV, FIDELITY, FORTE, WEED GROWTH OR BECOMES WATERLOGGED WILL NOT BE ACCEPTED. MULCH SHALL BE COMPOSED OF SIMILAR SIZED GOOD -EN, GRANDE, GRANDE II, GREENKEEPER WAF, GUARDIAN 21, HOUNDOG 5, HUNTER, INFERNO, FRAGMENTS AND SHALL NOT CONTAIN STICKS, CONES, LEAVES, UNSHREDDED PIECES, OR OTHER DELETERIOUS MATTER. wZz 1-0 ALL AZALEA AND CAMELLIA PLANTING BEDS SHALL HAVE 1" OF PINE STRAW MULCH UNDER 3" OF SHREDDED HARDWOOD JUSTICE, MAGELLAN, MASTERPIECE, MATADOR, MATADOR GT, ONYX, PADRE, PICASSU, PENN 1901, MULCH. RAPTOR, REBEL EXEDA, REGIMENT II, REMBRANDT, SOUTHERN CHOICE 11, SR 8250, TAOS, TARHEEL, (4.12) ALL PLANTS SHALL BE MULCHED IMMEDIATELY AFTER PLANTING. GROUND COVERS SHALL BE MULCHED WITH A TARHEEL II, TEMPEST, TITANIUM, TOMBSTONE, TURBO, ULTIMATE, WATCHDOG, AND WOLFPACK. 3" LAYER OF DOUBLE SHREDDED HARDWOOD MULCH. ALL OTHER PLANTING BEDS, SHRUBS AND TREE PLANTINGS SHALL tl. BE MULCHED WITH A 4" MINIMUM LAYER OF MULCH. THIS MULCH SHALL ENTIRELY COVER THE AREA OF THE PLANTING PIT, (2) THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON BED, OR EARTH BERM AROUND EACH PLANT WITH THE EXCEPTION OF THE AREA IMMEDIATELY ADJACENT TO THE PLANT THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. TRUNK OR TRUNKS. THE AREA IMMEDIATELY ADJACENT TO THE PLANT TRUNK OR TRUNKS SHALL BE LEFT FREE OF ANY z 0 O MULCH. () 3 THE SOD SHALL BE CERTIFIED TO MEET LOCAL STATE PLANT BOARD SPECIFICATIONS, llllll-- ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF (5) FERTILIZING ANY KIND. (5.1) THE FERTILIZER SHOULD BEA DRY SLOW RELEASE FORM OF FERTILIZER. IT SHOULD CONTAIN AT LEAST 25-50% 21�� WATER INSOLUBLE NITROGEN. THE FERTILIZER SELECTED SHOULD ALSO HAVE A LOW ADJUSTED SALT INDEX TO PREVENT (4) SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. BURNING. THE N -P -K RATIO SHOULD NOT EXCEED 3-1-2 UNLESS THE SOIL TEST REVEALS THAT ADDITIONAL LEVELS OF P SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE AND K ARE NECESSARY. (5.2) FOR DECIDUOUS TREES, USE OSMOCOTE (18-6-12) AT THE RATE EQUIVALENT TO 4 LBS ACTUAL N/1000 SQ FT OF ELEMENTS, PAVED AND PLANTED AREAS. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS ROOT ZONE AREA/YEAR. FOR EVERGREEN TREES USE 2 LBS ACTUAL N/1000 SQ FT OF ROOT ZONE AREA/YEAR. SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN 5. MIX THE FERTILIZER INTO THE BACKFILL SOIL OF THE TREE PITS. FOR B BED IX THE FERTILIZER T ( 3) SHRUB S, M H I R IN O THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP -DRESSING IS NECESSARY AFTER THE AREA THAT HAS BEEN ROTO -TILLED FOR THE PLANTS. PATTERN AROUND TREE. (5.4) THE FERTILIZER RATE FOR CONTINUOUS GROUND COVER AND SHRUB BEDS SHOULD BE DERIVED BY ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE CALCULATING THE ENTIRE ROOT ZONE AREA. THE ROOT ZONE AREA IS FOUND BY MEASURING THE AREA CONTAINING THE SOD, CLEAN SAND, AS APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD MULTIPLE PLANT ROOTS. USE OSMOCOTE (18-6-12) AT A RATE EQUIVALENT TO 2 LBS OF N /1000 SQ FT OF ROOT ZONE OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AREA. THE FERTILIZER SHOULD BE EVENLY DISTRIBUTED WITHIN THE SHRUB BED SOIL. (5.5) ALWAYS BE SURE THAT ADEQUATE MOISTURE IS AVAILABLE WHEN FERTILIZING SO THAT THE FERTILIZER WILL AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY. BE DISSOLVED INTO THE SOIL SOLUTION FOR ROOT UPTAKE AND TO AVOID BURNING THE ROOTS. (5) DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS (6) STAKING SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE (6.1) ALL TREES SHALL BE STAKED ACCORDING TO THE TYPICAL DETAILS PROVIDED. ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR (6.2) THREE STAKES SHALL BE REQUIRED PER LARGE AND MEDIUM TREES. SMALL DECIDUOUS TREES LARGER THAN 1" EXCESSIVE HEAT AND MOISTURE. CALIPER AND EVERGREEN TREES SHALL ONLY BE REQUIRED TO BE STAKED WITH 2 STAKES. TREES 1" CALIPER AND a SMALLER SHALL ONLY BE REQUIRED TO BE STAKED WITH ONE STAKE. THE STAKES SHALL BE DRIVEN IN A RADIAL (6) LAWN MAINTENANCE PATTERN FOR LARGE, MEDIUM AND SMALL DECIDUOUS TREES. STAKES FOR EVERGREEN TREES SHALL BE PROVIDED ON 7 WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED ( ) EACH SIDE OF THE TREE 180 DEGREES APART. STAKES SHALL BE DRIVEN VERTICALLY INTO THE GROUND OUTSIDE THE � z � 3: 7 Q 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 LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE -SODDING OF ALL ERODED, INJURE THE ROOT BALL OR ROOTS. STAKES FOR SUPPORTING TREES SHALL BE 1.5" X 1.5" SQUARE OR ROUND, BY 8'. SUNKEN OR BARE SPOTS (LARGER THAN 12"X12") UNTIL CERTIFICATION OF ACCEPTABILITY BY THE THE STAKES SHALL BE SOUND WOOD TREATED WITH A SUITABLE WOOD PRESERVATIVE. OWNER OR OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE TIES SHALL BE ARBORTIE (OR EQUAL) SIZED APPROPRIATELY PER MANUFACTURES RECOMMENDATIONS FOR THE SIZE 120° OF TREE SPECIFIED. ORIGINAL WORK (INCLUDING REGRADING IF NECESSARY). ARBORTIE (OR EQUAL) SHALL BE NAILED TO WOODEN STAKES, OR TIED AROUND A'T' STAKE WITH A ROLLING HITCH. (8) CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN FOR A PERIOD NO ANCHORS OR NAILS SHALL BE USED ON THE TREE ITSELF. 6. USE ARBORKNOT DETAILS TO SECURE ARBORTIE (OR EQUAL) AROUND NEWLY PLANTED TREE. IF APPROPRIATELY TIED, OF TWO YEARS UNTIL ACCEPTANCE BY THE OWNER OR OWNER'S REPRESENTATIVE. ARBORTIESHALL PROVIDE A SECURE, GIRDLE FREE ATTACHMENT TO THE TREE, WHICH WILL EXPAND AS THE TREE GROWS. CAR DOOR NO, ANCHORS OR NAILS SHALL BE USED ON THE TREE ITSELF. ij SECURE LONG END OF ARBORTIE 90S EQUAL) TO THE EYE OF THE STAKE OR ANCHOR. ADD TENSION TO THE ARBORTIE (OR -,, t 1 ±31-011 EQUAL) BY DRIVING THE STAKE OR ANCHOR INTO THE GROUND OUTSIDE OF THE PLANTING HOLE ATA 45 DEGREE ANGLE TO_1 1i )O CENTER OF REPRESENTATIVE. AN APPROVED WEED THE TREE TRUNK. WHEN DRIVING THE STAKE OR ANCHOR INTO THE GROUND, ENSURE EYE OPENING IS NOT BURIED. FINAL STAKE PLACEMENT .... ---- - -- -- I�-tAREST SHRUB SHALL ENSURE EYE OPENING IS EVEN TO SOIL LEVEL. -'" (DASHED) STAKES OR ANCHORS SHALL BE EVENLY SPACED AROUND THE TREE. ( (6.3) WOODEN STAKES AND WIRE TIES SHALL BE REMOVED AFTER ONE YEAR. ... ........_. ......._. 11,__11. --- j .1 ' 11 m� _o � (7) CHEMICAL APPLICATION ­-....�� ..__.........I _..._ a. 11 i m H (7.1) ALL PESTICIDES SHALL BE PRODUCTS OF RECOGNIZED COMMERCIAL MANUFACTURERS, AND SHALL CONFORM 111.1. _ -1 ..... 1.1.11......... o a °o° " TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL PESTICIDE LAWS. PESTICIDES SHALL BE APPLIED WITH CALIBRATED_ 11 2'-()" °e°o� ° o °o°° . EQUIPMENT ACCORDING TO EPA LABEL RESTRICTIONS AND REGULATIONS BY A CERTIFIED APPLICATOR. ANY DAMAGE1. _.-___-__-11111- MIN. CLEAR INCURRED TO THE SITE, ADJACENT PROPERTIES, OR APPLICATOR DURING PESTICIDE APPLICATIONS WILL BE THE SOLE -,�� i _ RESPONSIBILITY OF THE CONTRACTOR.!/ r ' (7.2) PESTICIDES SHOULD BE USED ONLY WHEN NECESSARY TO TREAT AN OUTBREAK OFA HARMFUL PEST OR ,I . DISEASE PROBLEM. THE OWNER OR THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 24 HOURS PRIOR TO THE - � r APPLICATION OF ANY PESTICIDE. PARKING ISLAND, SIDE DETAILi .11_ (8) MAINTENANCE AND GUARANTEE 2 1 (8..1) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING HIS WORK FOR THE PERIOD OF TWO YEAR AFTER SUBSTANTIAL COMPLETION AND ACCEPTANCE BY THE OWNER OR THE OWNER'S REPRESENTATIVE. f ±7'-0 MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RESETTING ' OF PLANTS TO PROPER GRADES OR UPRIGHT POSITIONS, RESTORATION OF EARTH BERMS, AND OTHER NECESSARY .. , r, --- TO CEN TER OI OPERATIONS. ADEQUATE PROTECTION FOR LAWN AREAS AGAINST TRESPASSING DURING PLANTING OPERATIONS AND �; EAR EST SHRUB AGAINST DAMAGE OF ANY KIND SHALL BE PROVIDED. NOTHING IN THESE NOTES IS INTENDED TO RELIEVE THE 1 CONTRACTOR OF HIS RESPONSIBILITY TO REPAIR EXISTING LAWN AREAS DAMAGED BY WORKMEN ENGAGED IN THE / _ " COMPLETION OF THIS PROJECT. .... (8..2) INSPECTION OF THE WORK TO DETERMINE COMPLETION OF THE CONTRACT EXCLUSIVE OF THE POSSIBLE _ / ' REPLACEMENT OF PLANTINGS, WILL BE MADE BY THE OWNER OR THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF r t. , t THE INSTALLATION PERIOD UPON WRITTEN NOTICE REQUESTING SUCH INSPECTION. REQUEST SHALL BE SUBMITTED BY -, i.. _. / �S°. . _.1!2 j C e °°® o .. 1111 1_ I t 1i --- g°O� CONTRACTOR AT LEAST THIRTY DAYS PRIOR TO THE ANTICIPATED DATE FOR INSPECTION. AFTER INSPECTION, THE ) 1 f 5 -0 "" ° °°de ° @ a °° CONTRACTOR WILL BE NOTIFIED IN WRITING BY THE OWNER OR THE OWNER'S REPRESENTATIVE OF ACCEPTANCE OF THE `" r 1:111. 1111.. 1111.. / <`_..._... MIN. CLEAR _.. S i l-/�III�/ WORK, EXCLUSIVE OF THE POSSIBLE REPLACEMENT OF PLANTS SUBJECT TO GUARANTEE; OR, IF THERE ARE ANY '% ;: DEFICIENCIES, THE CONTRACTOR WILL BE NOTIFIED OF THE REQUIREMENTS NECESSARY FOR COMPLETION OF THE WORK. � "i - -�c-".;: PLANTINGS SHALL NOT BE CONSIDERED ACCEPTED UNTIL ALL DEFICIENCIES HAVE BEEN CORRECTED AND APPROVED IN C I ll i ) ii_..__.;_-.:; 1111._, , WRITING. ---r, (8.:3) NURSERY STOCK SHALL BE FULLY GUARANTEED FOR TWO FULL YEARS. ALL PLANTS THAT FAIL TO MAKE NEW -I: GROWTH FROM A DORMANT CONDITION OR THAT DIE DURING THE FIRST YEAR AFTER PLANTING SHALL BE REPLACED. ALL PARKING ISLAND, NOSE -IN DETAIL REPLACEMENTS SHALL CONFORM WITH THE ORIGINAL SPECIFICATIONS AS TO SIZE AND TYPE. ALL COSTS OF 2 1 REPLACEMENTS SHALL BE BORNE BY THE CONTRACTOR. 1. INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOW;. (9) ALL OTHER ITEMS NECESSARY TO MAKE WORK COMPLETE MULCH SHALL BE MIN. 3" DEEP, (9.1) ANY PLANT MATERIAL NOT PLANTED SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FCR THE REMOVAL OF ALL UNUSED RUBBISH AND DEBRIS FROM THE SITE UPON COMPLETION OF HIS WORK. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24" OF A PARKING (10) PERMANENT SEEDING (SHALL ONLY APPLY TO DISTURBED AREAS NOT INDICATED TO RECEIVE SOD. SPACE ON ANY SIDE (10.1) TOPSOILING: WHERE TOPSOIL IS REQUIRED ON ADVERSE SOIL CONDITIONS, A MINIMUM OF FOUR INCHES OF 2. CURB OR PARKING LOT EDGE TOPSOIL SHOULD BE USED. THE TOPSOIL SHOULD CONTAIN A MINIMUM OF 35% FINE GRAINED MATERIAL (SILT AND CLAY AND 1.5%+ ORGANIC MATTER). I! ( { (10.2) LIME AND FERTILIZER:E - APPLY PULVERIZED P a r k i n l{ Space A. LIIME -APPLY GROUND LIMESTONE OR d B. LIIME ERIZED AGRICULTURAL LIMESTONE OR EQUIVALENT AT THE RATE OF 2 TONS PRE ACRE. C. FERTILIZER - 500 POUNDS PER ACRE OF 10-20-10 FERTILIZER OR EQUIVALENT. SECTION 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 LBSA000 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. SHOVEL E (2) OINLY 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), COGNISE 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 2 HOUND OG NOUN OG 5 HUNTER INFERNO JUSTICE MAGELLAN MASTERPIECE / Curb Plantinc DIFFERENT PLANTING TREATMENTS MATADC)R(3), MATADOR GT(3), ONYX(3,4), PADRE, PICASSO(3), PENN 1901, RAPTOR, REBEL EXEDA, REGIMENT II, GENERAL NOTES REMB OOTH CONTINUOUS G A5 RA\NDT 3 SOUTHERN CHOICE II 3 SR 8250 3 TAOS TARHEEL TARHEEL II TEMPEST TITANIUM TOMBSTONE TURBO, A. OVIDE 5M EDGE ULTIMATFE(3), WATCHDOG, AND WOLFPACK. SHOWN, DIG EDGE WITH COMMON SPADE OR (10.4) MULCH 5TRAIGHT BLADE SHOVEL. A. MULCH WITH ANY OF THE MATERIALS LISTED BELOW AND AT THE RATE INDICATED. SPREADING SHOULD BE UNIFORM 6 AND AT A RATE THAT PERMITS NO MORE THAN 25-50° O E GROUND F TH ND SHOWING THROUGH THE MULCH. I B. MULCHING IS SPECIFICALLY REQUIRED ON ALL SOILS EXCEEDING 25% SLOPE. . - .a \� - _,,. -. ' 1. STRAW - 1 TO 2 TONS/ACRE DEPENDING ON SEASON AND METHOD OF APPLICATION. UNDISTURBED SOIL TO PRE E V NT SETTLINGM 2. WOOD FIBER MATERIALS - 1,000 LBS. PER ACRE. (10.5) MAINTENANCE Shovel Edge Detail A. IRRIGATION - IF SOIL MOISTURE IS DEFICIENT, SUPPLY NEW SEEDINGS AND PLANTINGS WITH ADEQUATE WATER FOR 7 PLANT GROWTH UNTIL THEY ARE FIRMLY ESTABLISHED. SECTION B. REPAIR- INSPECT ALL AREAS FOR PLANTING FAILURES AND MAKE NECESSARY REPAIRS REPLACEMENTS, , AND ..:, l .3 j.,.. , ... -F RESEEDING WITH THE PLANTING SEASON IF POSSIBLE. w C. LIIME AND FERTILIZER - SHALL BE APPLIED UNDER A REGULAR PROGRAM THAT IS BASED ON SOIL FERTILITY TESTS cel AND ON THE USE AND GENERAL APPEARANCE OF THE VEGETATIVE COVER DURING SUBSEQUENT GROWING 11 SEASONS. 25% APPROVED ORGANIC MATERIAL SEEDING NOTES: = a 11 "',.' ...U' `0 0 ALL AREAS WITHIN THE LIMITS OF CONSTRUCTIONNO OTHERWISE HAT ARE T T TH RWISE COVERED BY BUILDINGS, PAVEMENT, SEPARATE GUYS TO STRONGEST TRUNKS AT SIDEWAILK WOODED 00 DED AREAS AND PLANTING /MULCHED BEDS OR OTHERWISE CALLED OUT AS SOD LAWN AREAS SHALL BE wZz 1-0 SEEDEDI PER THE PERMANENT SEEDING SPECIFICATIONS IN THE PRECEDING PARAGRAPH. 8 SEEDED) AREAS WILL ONLY BE ACCEPTED AFTER DISTURBED AREAS ARE COMPLETELY COVERED IN A DENSE LAWN CONSISTFING OF THE SPECIFIED PERMANENT GRASS. o NTS CENTERTREE IN PITAND SETTOP OF ROOT BALL 2 IN. ABOVE ADJACENT SOIL. THE TRUNK FLARE SHALL BE VISIBLE AT THE TOP OF THE ROOT BALL. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL 3" MULCH LAYER LEVEL WITH SIDEWALK, 6"CLEAR AROUND TRUNK REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM THE 2/3 OF ROOT BALL CURB AND GUTTER r r_il ; STREET TREE PLANTING 1 NTS NTS 5" MIN. EXISTING GRAC (DASHE[ NTS ARBORTIE (OR EQUAL) NAILED TO STAKE -------- QUAL) Tree Tie Detai FOLD ENDS ARBORTIE (OR EQUAL) BACK, SECURE TO STAKE WITH 1" GALVANIZED ROOFING NAIL OR USA A KNOT. SECTION (TREES UNDER 3.5" CAL. OR 14' IN HEIGHT) NTS GENERAL LANDSCAPE NOTES: A. CONTRACTOR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS, PERMITS, AND REGULATORY REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. B. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPING AND IRRIGATION PERMITS. C. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS PROVIDED BY OTHERS. D. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. THE CONTRACTOR IS RESPONSIBLE FOR FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCUR AS A RESULT OF THE LANDSCAPE CONSTRUCTNON. 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 T IALS AS SHOWN IN THE DETAILS, AND AS INDICATED IN THE LANDSCAPE SPECIFICATIONS. H. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. I. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. J. ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY DEFORMITIES DISEASES OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR DISFIGURED/ CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, INSECT DAMAGE, ETC., ARE NOT ACCEPTABLE AND WILL BE REJECTED. 120° I� ^, . : , ��R`11 . , .. ,= -- 6 SHALL BE PLACED ON MOUND OF I 0 . - .a \� - _,,. -. ' .,_ UNDISTURBED SOIL TO PRE E V NT SETTLINGM i/ /r :/� 1. ARBORTIE OR EQUAL SEE TIE DETAIL THIS \ 7 ROOTBALLS SMALLER THAN 24 IN DIA. MAY -'­// -//�_ -:� ��:.i� N UQ ..:, l .3 j.,.. , ... -F INDICATED OTHERWISE BY OWNERS w SHEET (NOTE FOR MULTI -TRUNK TREES, USE cel .r{ _ ,. '-` =illl.ij )= 11 10. APPROVED WEED BARRIER. 25% APPROVED ORGANIC MATERIAL W = a 11 "',.' ...U' `0 0 Q SEPARATE GUYS TO STRONGEST TRUNKS AT ':! wZz 1-0 ,: >_ : -< I :- 12 1 8 COLORED FLAGGING. Q o CENTER OF EACH). tl. // /8 /� 0 00 L.. m d NOTES:a:: z 0 O U 00 0 llllll-- A. CONTRACTOR SHALL ASSURE PERCOLATION / � Q _ I z ,j 21�� OF ALL PLANTING PITS PRIOR TO 2. 3 1.5" X 8' MIN. SQUARE OR ROUND STAKES SPACED EVENLY IN A RADIAL • ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A 4. INSTALLATION.z �', (_0D_ Q TOLERANCE OF THREE DEGREES UNLESS OTHERWISE 9 B. FINAL TREE STAKING DETAILS AND PATTERN AROUND TREE. � DIRECTED BY OWNER'S REPRESENTATIVE. PLACEMENT TO BE APPROVED BY OWNER. ,:' -O D- 5 OC _j 3. 3" MINIMUM OF MULCH AS SPECIFIED. z = - SUBSTITUTED FOR WOOD STAKING SYSTEM :, � W I z § Small Tree Planting g WHERE TREES ARE PLACED IN SOD, MULCH :� a o _ W = / I I REPRESENTATIVE NTATI\ AND H NRI 0 COUNTY . � z � 3: 7 Q RING FOR TREES SHALL EXTEND APPROX. 6" o �-- I� EO 0 120° BEYOND EARTH SAUCER/BERM UNLESS 0 3 6. TOP OF ROOTBALL MIN. 1" ABOVE FINIS W o o a INDICATED OTHERWISE BY OWNERS >_ EXISTING GRADE U) REPRESENTATIVE. AN APPROVED WEED z -) o O -t w N (DASHED) BARRIER FABRIC SHALL BE INSTALLED IN o 7. B& B OR CONTAINERIZED (SEE m� _o � ALL PLANTING BEDS. U m > W 4. SOIL BERM TO HOLD WATER. (NOTE o SPECIFICATIONS FOR ROOT BALL m o r� o Q Q m m REQUIRED FOR TREES IN SIDEWALK TREE Ld 8. REQUIREMENTS). PREPARED PLANTING SOIL AS SPECIFIE = � co o PLANTERS). w � 0 _ 5. FINISHED GRADE (SEE GRADING PLAN) m (SEE LANDSCAPE NOTES) Q Cr Q 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED o 9. ROOTBALLS GREATER THAN 24" DIAME ER GRADE Q r,; _' °" SHALL BE PLACED ON MOUND OF 7. B & B OR CONTAINERIZED (SEE ':, ; . e 19 m ° SPECIFICATIONS FOR ROOT BALL UNDISTURBED SOIL TO PREVENT SETTLI G = 11. e '' -; ,. ,° 6 ROOTBALLS SMALLER THAN 24 IN DIA. MAY z REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. ,_ L. ., SIT ON COMPACTED EARTH. v J (SEE LANDSCAPE NOTES) 9 ROOTBALLS GREATER THAN 24" DIAMETER �_ , : ; I ' �� ` 7 10. 11. APPROVED WEED BARRIER. FLAG J ^, . : , ��R`11 . , .. ,= -- 6 SHALL BE PLACED ON MOUND OF I 0 . - .a \� - _,,. -. ' .,_ UNDISTURBED SOIL TO PRE E V NT SETTLINGM i/ /r :/� N N ::. ,:;) ,,-: _._ ''. --{ ,.,``,,;,:-;': ;; T C, 3 n �d ;n n n i �J I-1 ji �r -O � L LQ =. L O z S L� O J U ,- / 1L' of —i 1) r O U ): U rl1 U) r (ll L' f) tr': �' Cr -0 0 U1 O O cJ O Ir) / CJ CJ / d i C7 O «Ln- �l c:i = 1 E 0 Q '= L 6 r, O 1L J (J ' 'J % _51 J ill ID S 1Lr U� ,= N ' U) cu U) 'G M' a, T; 0 LL — --- rrLuminaire Schedule _ TAvg/Min / "Did you know that utility rebates can cover 25% or more of a product's cost? Email rebates@cree.com to get help on your project. 7.38 -- --7 Symbol _Qty _ 18.2 0.0 --- - Label Arrangement _ _Lumens/Lamp h �F Description - - - 1.000 OSQ-A-NM-4ME_U-XX-XX (W/ OSQ-BLSMF) Lum. Watts 130 -_ , 7 8 OSQ-4MEwBLS_ 25 E - SINGLE —_ SINGLE 17291 4536 1.000 FLD-EDG-25-SA-02-E-XX-XX-700 50 ir -z 1 10 4 WALL OSQ--4ME--2 SINGLE B ACK-BACK 2722 17291 1.000_XSPW-A-0-3-M-G-X-X 1.000 OSQ-A-NM-4ME-U-XX-XX 25 130 l� •I�t,L ,lt _.).: t<f) , i „i,,:•l, ati:, ....... � fJt fi(=1,:;I c..i CRO, 01 t4tjo.,Kn ------------ Auess°ries Footcandles calculated using initial lumen values Avg Max- Min _ TAvg/Min [Max/Min -Label _ - PAVED AREA ---- --- PROPERTY LINE - 5.90 11.8 1.6 - - 10. 17 0.7 0.0 3.69 �N_A_ 7.38 -- --7 FSITE3 _ 18.2 0.0 -1 N.A. N.A. FIXTURE MOUNTING HEIGHT: AS SHOWN PROPOSED POLES MEET 140 MPH SUSTAINED WINDS ISOLINES AT .5 FC ADDITIONAL REQUIRED EQUIPMENT: (7) - PS4S17C1XX (17'X 4" SQUARE STEEL POLES, SINGLE MOUNT) (4) - PS4S17C2XX (17' X 4" SQUARE STEEL POLES, TWIN 180° MOUNT) (15) - OSQ-DAXX (DIRECT MOUNT ARMS) (2) - WM-2X (WALL MOUNT BRACKETS) - (FOR ROOF MOUNTED FIXTURES) (6) - PGM -1X (GROUND MOUNT POSTS) �IlNOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE FULL CUTOFF LUMINAIRE AND SHALL BE FROM ADJOINING OR SHIELDED TO REFLECT LIGHT AWAY RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE: SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. OSQ Series Type: F10/F11/F12/F13 i..EDArear loodi.t,tali�aire- edil;or belt,,,<;.I to mur my t.n.platn and peiu cap(e.eeept tcnurl nluu:I;. hath an:;hor Cuit r, n,o,'tleti Product De crtp tlor iJh Mount t I't - I It t. t' Dill, G t- t dt 1. `11 N,lull,laiEl,Lkalf M i ll ! i tlu ! Lr h ..,d 1.x t. .,::r. ,., ,ESI. ,n.,,, AI" Performance Summary h6e Aniind..,F, —er is supplied but lh pped tiltilLicilyr In add t on. n _1 ild V,, 30 poli., 11250 lLB9mmI 4 f'cri€arsnK3nCL' surra taty e M,,dr:t En<i..,,..,: ILS 11.J npv,'.cd pats " if -i fIII, h. ,I , ill irddud'.,hFngV. rhe h1lid hn ,•1-1 nnu 6ufurcel 1 Perlos na5ice Summary CCT: ('. K l I TOOK ' } 1 - : (1( t. i (.Si nun) CONSTRUCTION It MATERIALS C� } •I�t,L ,lt _.).: t<f) , i „i,,:•l, ati:, ....... � fJt fi(=1,:;I c..i CRO, 01 t4tjo.,Kn h ,et ,x G:iyi Auess°ries ' fixe us te6 lenastU'au a f n(eat'an EC at p -yp met wirf'nuiVarluratte psx-Jel idxoa4Pra+iCmy _ i ' t ( � AcecsloIiies IX7 Qt I ' - f id I enitvd AAtJ.uot I.f:L.- K Fi'llI.Sa .:"i:- :: ..n :. .1... _ i;,,; ,,,; , ,, ,, ,; ;;illi :. c ,: •1::, e cap ' REGULATORY & JOLUN IARY QUALIFICATIONS = tln:ue', I villi)„de ft:..i,i _r ',lois iJ f (i E pPi' ed .vtth olryurotions • Ui.tided, i U; fI, electrwal 1 vrr I I,nn.l'.iy -,an'.1, H'. 6" ...................... ' CSA 1,,,lifted m Ca ada for ground bmtding and stfuttural strength Squai e, nc t p ed Not suyp4ed if tenon is specified.) LIMITED WARRANTY' pule w7Col t st Ddrl Gull 1 f ,h OPt1vOs • 'i years un yrlpf7 ycalsnn Col,,if"t 44IG,:aPhisn _ 01 .F.......... til Ane IM JM9 <MP AANit a5a HIM O .1 -1: PML P, oMu,' 1—I, 515 2 6- (51 mux 112 mm) DA z Hand h.h, Accessories_-- a ;' Hand hole cover Hata-Iostalfed -- - N",)' d rd Slc"': 12 (305 nm) Cirdenliginfarmat}ar � _ :9,!e1; _. . hale plate cover xf. . xu+r 'wl «5di : i t L iFiSC IIYe t'pred aPa,ntaly� M4 MvitL:vat GOGUtt Gu i - It OA... CS ^-� F -'IRK -Sir FxJr Car6Un Siti .� 05: tigMin9.crea.coiND9hGng T (800)236-380!3 F 12621504-5415 Canada:+rvm.er:e,tgmicarada '1 18001473-1235 F 180010907507 ,µniuni,dtzsaun: 't� :Yed aeparale`.y"", O O IME A 57K UL CS Opli, - .,. It tl 11.a:et ,illi. I)eL .LE_C_7 uL colaropnana c usCREEizv illi —# illi.. .., a..raft.cxm;lir34irxi t (YGJ, ;?'s5-08:: (.).;0E-iil:i ,a0a .,, ... . e, ,;,�i.,d:c T ;^.i0' h73 7'291 F (SOl), > 4 7.,::: ) CSP Series XSPWA03 Type: F21 XSPw `Ogi,u rpt= k l lirriinf lr u, -1 Mot ,r belt,,,<;.I to mur my t.n.platn and peiu cap(e.eeept tcnurl nluu:I;. hath an:;hor Cuit r, n,o,'tleti Product DescHration m I't - I It t. t' Dill, G t- t dt 1. `11 N,lull,laiEl,Lkalf M i ll ! i tlu ! Lr h 1 9,"(-17 I' tel Id .. w lb 9, o f oiuti iuy is lrc.at d de i e { l" cpp.0heth,,1 AI" Performance Summary h6e Aniind..,F, —er is supplied but lh pped tiltilLicilyr In add t on. n _1 ild V,, 30 poli., \ lLB9mmI 4 f'cri€arsnK3nCL' surra taty e M,,dr:t En<i..,,..,: ILS 11.J npv,'.cd pats " if -i fIII, h. ,I , ill irddud'.,hFngV. rhe h1lid hn ,•1-1 nnu 6ufurcel CRI; Nt 1i) CM 93"ll................ .r: ii. CCT: ('. K l I TOOK ' } 1 - : (1( t. i (.Si nun) CONSTRUCTION It MATERIALS C� C) N = 541 =Iti !'' 4p i. I t I t:.il I ytA 7h1A511d} 'ih - y I (4 Q01"' Uutr,d W.""ll€t s -,-- Method • 6Y;Hedi '- Jt b I ILa pito tl - n y' J Irt Hifi I.fr,,00Pp . 3Yy.. A .. [99nv,I Auess°ries ' fixe us te6 lenastU'au a f n(eat'an EC at p -yp met wirf'nuiVarluratte psx-Jel idxoa4Pra+iCmy _ i ' t ( � .--eQGiM1-Levy: S.nn;r Aron our, i t: mersf 5 Information 'i' t_H. c )'r.Y C L IIS JS: vnvvecree..con. ,'FF3nting T ttioW 236-6SO6 F (262) 504-_'-,i5 C:,n,.da: tv,<w.<e<r..comJcanada r {600)473-1234 F t8OU1590-7502 �l POLE H'T=17' rr1 iYt .: r `fir I BASE HT=3' 1 czo f r � Er, PS Series Crown-Weldtt Square Straight Steel Poles Product Description NoL r Sal ar zed anchor DA Mount F, IJl' ( pr,fimp.'t r t a -t -t 1. -t belt,,,<;.I to mur my t.n.platn and peiu cap(e.eeept tcnurl nluu:I;. hath an:;hor Cuit r, n,o,'tleti Iandt .. 1 .. tF IJ ICn1' ( ,t m I't - I It t. t' Dill, G t- t dt 1. `11 N,lull,laiEl,Lkalf M W W N h 1 9,"(-17 I' tel Id .. w lb 9, o f oiuti iuy is lrc.at d de i e { l" cpp.0heth,,1 . Performance Summary h6e Aniind..,F, —er is supplied but lh pped tiltilLicilyr In add t on. n _1 ild V,, 30 poli., \ lLB9mmI 4 ,,dude an u,Ema 571 G"teel re nirnn=d slee.e welded ir, de:ite WID, n 2'r of me poll, us Hellas e M,,dr:t En<i..,,..,: ILS 11.J npv,'.cd pats " if -i fIII, h. ,I , ill irddud'.,hFngV. rhe h1lid hn ,•1-1 nnu 6ufurcel CRI; Nt 1i) CM p,t,. ;12 el b It fil' F CCT: ('. K l I TOOK ' } 1 - : (1( t. i CONSTRUCTION It MATERIALS C� C) N = 541 =Iti !'' 4p i. I t I t:.il I ytA 7h1A511d} 'ih - y I (4 Q01"' „fix -,-- Method • 6Y;Hedi '- Jt b I ILa pito tl - n y' J Irt Hifi I.fr,,00Pp . 3Yy.. A .. [99nv,I Auess°ries ' fixe us te6 lenastU'au a f n(eat'an EC at p -yp met wirf'nuiVarluratte psx-Jel idxoa4Pra+iCmy _ LEU Coun; 'Pim. "A" !Weight exec lei ,twice to,n ru,, ,IL,v c[,IJg 1 -men ardahr. ,.oi IX7 Qt I ' gird SYlkes - - 6ackty,t -,-l :2 , ,• I' .,.:-- I.f:L.- K Fi'llI.Sa .:"i:- :: ..n :. .1... _ i;,,; ,,,; , ,, ,, ,; ;;illi :. c ,: •1::, e cap ' REGULATORY & JOLUN IARY QUALIFICATIONS = tln:ue', I villi)„de ft:..i,i _r ',lois iJ f (i E pPi' ed .vtth olryurotions • Ui.tided, i U; fI, electrwal 1 vrr I I,nn.l'.iy -,an'.1, H'. I, 2, 3, 5 and 6. ' CSA 1,,,lifted m Ca ada for ground bmtding and stfuttural strength Squai e, nc t p ed Not suyp4ed if tenon is specified.) LIMITED WARRANTY' pule w7Col t st Ddrl Gull 1 f ,h OPt1vOs • 'i years un yrlpf7 ycalsnn Col,,if"t 44IG,:aPhisn _ 01 .F.......... til Ane IM JM9 <MP AANit a5a HIM O .1 -1: PML P, oMu,' 1—I, 515 2 6- (51 mux 112 mm) DA z Hand h.h, Accessories_-- a ;' Hand hole cover Hata-Iostalfed -- - N",)' d rd Slc"': 12 (305 nm) :. Tn'n pil-steel yriuuun ac�asar-rer... nEc.,, n.+ _. . hale plate cover xf. . xu+r 'wl «5di : � Sotteq anchor M4 MvitL:vat GOGUtt Gu i - It IA N __ F -'IRK -Sir FxJr Car6Un Siti .� 05: tigMin9.crea.coiND9hGng T (800)236-380!3 F 12621504-5415 Canada:+rvm.er:e,tgmicarada '1 18001473-1235 F 180010907507 base plete O O Ordering Information > U Prodact Ina ar oy crag"rano" colaropnana Y53Staf. 11 ''1,,, PSSC Pu5fvsa'xH illi —# illi.. ...... ..'', a¢nz . li-13 li"lPsss rl:ax uxc�ti 125' 'sU.IJ ;T11,10 I,' rS"<q ,,6fi' :1 an '. PS3SIPC PSJS20: 2151/fl - PSSSV, 21xx'(e 121, 11 e :..■ i PSIS UC P 5130 fl S6 305 1-ri Tv n _ x:)- 'Rr I” I I a' 171, t, 1 tile W 1, 1.l P Siff. 50.5115 'v =-Er tr, 1'> .fir, a.l'.Ii lss' faPe 11 6 @ jR7 fir.,..;ie.'J 11,.4;2PI5 rf LISTED �" EE 'W11 U5: w.nv.gee. Vhghtinq T (800) 236-6800 F(262)504-5415 C -lido: www.crce.ewnlcattarla T (800) 473-1234 F (800) 890-1507 Cree EdgeTM Series LED ArealFfood Luminaire Product Description DA Mount F, IJl' ( pr,fimp.'t r t a -t -t 1. -t a_ Iandt .. 1 .. tF IJ ICn1' ( ,t m r it -r k, i ) A1i .LI A n -c U ,11 -:.i M W W N h O DO . Performance Summary 21.1' \ lLB9mmI 4 CC (n E LLJ z M,,dr:t En<i..,,..,: ILS 11.J npv,'.cd pats m CRI; Nt 1i) CM JEMA P t -11 CCT: ('. K l I TOOK ' } 1 - : (1( t. i s k2 4m 1 {urge d : pt nl 0 - C� C) N t m l Q -,-- Method N 3Yy.. A .. [99nv,I Auess°ries w _ LEU Coun; 'Pim. "A" !Weight Fieid�inntalted - IX7 Qt I ' gird SYlkes - - 6ackty,t -,-l :2 , ,• I' .,.:-- I.f:L.- K Fi'llI.Sa .:"i:- :: ..n :. .1... _ i;,,; ,,,; , ,, ,, ,; ;;illi :. c ,: •1::, - - `!..`It llz, _ iJ f Ordering Information AA7°Elsa Mount -ata p ,^ <2 io- t:2y'nl d d:1 nanecns -,an'.1, H'. CD FLD-EDG 25 SA 02 F BZ 700 W eo J Protluri Opt!c M anti<iq count Serias Yattage 0 lu 5urrcn. OPt1vOs Will - po-onx -- -- . -. _ 01 .F.......... til Ane IM JM9 <MP AANit a5a HIM O .1 -1: PML P, oMu,' 1—I, 515 ,. 2a 40 M 9 , t .: lit H DA z z - , 12 A,R� F PML2 Pragr„t nla Muti _e M O JPo 4MB '. { NEM Pi !k ixxtc HE .. t ILD 25 1U NA EUG I.,-- a.x .ilia„” „e - 0 IN M4 MvitL:vat GOGUtt Gu i - It IA N __ C VL US 1 .<.. ra!ir•. C R E E 05: tigMin9.crea.coiND9hGng T (800)236-380!3 F 12621504-5415 Canada:+rvm.er:e,tgmicarada '1 18001473-1235 F 180010907507 I Customer responsible to verify ordering information/ catalogue number prior to placing order. GRAPHIC SCALE IN FEET 0 10 20 40 CREE 1200 92nd Street -Sturtevant, WI 53177 1 _TM www.cree.com - (800) 236-6800 Project Name:STAYBRIDGE SUITES - ALBEMARLE, CO, VA R3 SR 16243 --------- - - - -- - - -- ----- - -- - - -- - - Date:2/6/2017 Scale: 1 '=10' Footcandles calculated at grade Filename V:\Common\AppEng\OU-RI60715KHlMDJR3.AGI Layout by MARK JANAKY Illumination results shown on this lighting design are based on project parameters provided to Cree, Inc. used in conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying dimensional accuracy along with compliance with any applicable electrical, lighting, or energy code. 2 — z O z a_ N m M W W N m O DO UQ c=i) \ CC (n E LLJ z 01) m OCC W CL 0 Q G 0 - C� C) N M Q f - N LLJ z z w _ <o LLJ _1 Q U O zN (_D _ QLLJ O 2 — z O z a_ N m I� W W N m O DO UQ c=i) Z > CC (n E LLJ z 01) m OCC CL 0 Q G 0 - C� C) N M Q OU 00 to 00 O LLJ z z w _ <o LLJ _1 :DO U O zN (_D _ QLLJ J CD i W 0000 J ` � oV _ LLj V w� O n z z O �_J 00 N __ O O J O O > U W W U) W Q !-I I I I I I IzI vJ O z a_ N m I� U W N m O DO UQ c=i) Z > CC (n E LLJ z 01) m OCC CL 0 Q G 0 - C� C) N M Q OU 00 to 00 O U LLJ z z w _ <o LLJ _1 :DO C)O O zN (_D _ QLLJ J CD i W 0000 J ` � oV _ LLj V w� O n 7E:_ �_J 00 N __ O J O O vJ z a_ 0- m `Y- CY- U W W m O DO WN c=i) j�i V j CC I- 01) m CL 0 0 Lu 0 - C� m M Q \ LLJ z z w _ (fl LLJ _1 :DO zi v O J 0 V) W cr' 0 S 0 vJ Q z_ W `Y- CY- j�i V j LLJ O LL 0 Lu 0 - co W_0 W a C) :DO U J U) U) , ` � LJ m � Q SHEET NUMBER CL -101