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HomeMy WebLinkAboutSDP202000080 Plan - Submittal (First) Final Site Plan and Comps. 2020-12-23U c N N U U O m Q a 0 0 c O S T N E Y 0 T n 0 0 O s 3 v 0 0 0 Q 0 0 S T v Y n c 0 0 a 0 0 0 _ o it � o n H Y iJ L �o W U y U .. J 0 Ui 3 m nv c E o, �o QN �s 3 N o J t 0 t� O E o a 0o n ` Q E E I � =o 0 0 N O o= v E n w 0 I a � a 5 q 3 O N J u �3 `o c n o v N > :J J a Y u U Y n m E n o h w T � L o :o � v � v ti m v E 0 U c �v E � N � C = C O r � O C_ � v W I .- Q C :J m 3a O y O � J m N v y c 0 �y n a C � o L U c y W _. O 3 O o U U � O v� O L S ~ PROJECT CONTACT LIST APPLICANT/DEVELOPER GREEN CLEAN HOLDINGS, LLC 5215 COLLEY AVENUE, SUITE 109 NORFOLK VA 23508 CONTACT: CRAIG VAN BREMEN EMAIL: CRAIG@GCAWEXPRESS.COM TEL: (757) 460-8360 OWNER GUARANTY BANK C/O W ROD GENTRY, UNION BANK, AND TR 4355 INNSLAKE DRIVE GLEN ALLEN, VA 23060 CIVIL ENGINEER Kimley*Horn KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DRIVE, SUITE 200 RICHMOND, VA 23230 TEL: (804) 673-3882 CONTACT: RYAN PERKINS, P.E. EMAIL: RYAN.PERKINS@KIMLEY—HORN.COM ARCHITECT SBA STUDIOS, LLC 1565 DALE FORD ROAD DELAWARE, OH 43015 TEL: (440) 476— 8539 CONTACT: KEVIN CIESZYKOWSKI EMAIL: KEVINC@SBA—STUDIOS.COM SURVEYOR JENNINGSTEPHENSON P.C. LAND SURVEYORS W v & PLANNERS JENNING STEPHENSON, P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 TEL: (804) 545-6235 CONTACT: KENNETH R. BLAYLOCK JR. MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 WGCCC--� 7o,,'AIFi A�[7F7 ME= iNNI PLANNING/ZONING PLANNING COMMISSION 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (804) 677-0463 CONTACT: COREY CLAYBORNE STORMWATER FACILITIES AND ENVIRONMENTAL SERVICES 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 PUBLIC UTILITIES PUBLIC WORKS 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 FIRE MARSHAL DEPARTMENT OF FIRE RESCUE 460 STAGECOACH ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5833 CONTACT: SHAWN MADDOX ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN 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. VICINITY MAP 10, RIVANNA MAGISTERIAL DISTRICT �} i ROJECT LOCATION j/�jF�l�tO►�j1�I�R�TLNE PARK ROAD WORTH CROSSING STATE ROUTE 1722 VICINITY MAP SCALE: 1 " = 500' Ems SHEET INDEX SHEET LIST TABLE SHEET NUMBER SHEET TITLE CA-100 COVER SHEET CA-101 GENERAL NOTES CV-101 EXISTING CONDITIONS CV-102 DEMOLITION PLAN CS-101 SITE PLAN CS-501 SITE DETAILS CS-502 SITE DETAILS CG-101 GRADING PLAN CG-102 DRAINAGE AREA MAP CG-202 STORMWATER PROFILES CG-203 STORMWATER CALCULATIONS & DETAILS CU-101 UTILITY PLAN CU-501 UTILITY DETAILS CU-502 UTILITY PROFILES CL-101 LIGHTING PLAN CL-501 LIGHTING DETAILS CP-101 PLANTING PLAN CP-501 PLANTING NOTES AND DETAILS PROJECT DATA SITE STATISTICS PARCEL I D: 046B4-00-00-001DO SITE ADDRESS: 3290 WORTH CROSSING ZONED: HIGHWAY COMMERCIAL MAGISTERIAL DISTRICT: RIVANNA APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRIDOR Al RPORT IMPACT AREA STEEP SLOPES EXISTING USE: COMMERCIAL PROPOSED USE: CAR WASH BUILDING SIZE: 3,700 sf BUILDING HEIGHT: 22' 4" TOTAL SITE AREA: 1.08 AC. TOTAL DISTURBED AREA: 0.79 AC. TOTAL IMPERVIOUS COVER: 0.51 AC. (47%) OPEN SPACE: 0.57 AC. (53%) STEEP SLOPES: EXISTING LANDSCAPING TO REMAIN; NO DISTURBANCE PROPOSED FLOOD ZONE: THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY - PANEL NUMBER 51003CO140D EFFECTIVE DATE: FEBRUARY4, 2005 WATER: ACSA SEWER: ACSA SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BYJENNINGSTEPHENSON, P.C. ON OCTOBER 15, 2020 DATUM: HORIZONTAL CONTROL BASED UPON VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983 THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988 LATITUDE: 38°7'42"N LONGITUDE: 78°26' 19"W RECEIVING WATER(S): SOUTH FORK RIVANNA RIVER VAHU6CODE: JR08 BUILDING SETBACKS FRONT: 10' (SEMINOLETRAIL) FRONT: 10' (WORTH CROSSING) FRONT: 10' (FORTUNE PARK ROAD) SIDE: 0' PARKING SCHEDULE PARKING PROVIDED: 19 SPACES HANDICAP SPACES PROVIDED: 1 SPACE TRAFFIC DATA AM PEAK HOUR TRIP (ENTER/EXIT) N/A PM PEAK HOUR TRIP (ENTER/EXIT) 29/28 VEHICLE TRIPS PER WEEKDAY�59 APPROVALS DATE DEPARTMENT OF COMMUNFrY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT } m Q N w O N � O 0 ro LN N U Q O co U p H Z Q O = � O U_ O N U nof Q Z O r 0 Z N LO = Q ~ O } d'Z O N N J � = cl� W 1' ZO } p � �a� - 1,f Q J O 00 N J o� o O rl 7 "v1,1 � 'ly RYA PERKINS LIC. No. 046565 IZ/23/20Z0 O � m m O U M rl� L'jp wN Ln o�~ cn Q } m a Q N o m o Q �_ N W ¢ Z Z ¢ y w Y v LLl LL] U) ry Lu O U Z `Z Lu J '= U0� Lu Lu O (D CV M ou La LL O J 0U W LZ ww a- ry M I� SHEET NUMBER CA-100 L LY- U c N N U U 0 a 0 c O s T E r 0 r 0 0 0 s 3 0 N 0 0 Q 0 0 T E Y 0 0 3 a � o z � o a Y N Z `o z J 5 i y a J 3 0 s L 3 n „ c o v Y E U Q D y s 3 0 0 U t 0 E b a a0 E o o � o o v � N E " n 0 E a N c O N 3 c u N L m 3 7 0 a o > v a J � Y � i y u v E n \ _T O c � o v v V c V N c U N '> n � E N N U O N c W n E J D C_ z C J O Q � Y o it Z � `v L r a C :J m 0 a o y O � J m N fl � L U y c 0 y n a L U L C y � r `a 0 0 :J 'I E T] � U � o v � 0 L 1 ~ 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 CONSTRUCTION STANDARDS AND SPECIFICATIONS B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS D. VDOT ROAD AND BRIDGE STANDARDS E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) F. VIRGINIA WORK AREA PROTECTION MANUAL. G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA ® 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. B. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED 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. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY. DEMOLITION / LAND DISTURBANCE NOTES 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. 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. E. 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/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. DRAINAGE / STORMWATER NOTES 1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER - 1" SIZE "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 6. 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. 7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. S. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. 4. 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 AND MARKINGS. 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. 10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. TRAFFIC CONTROL NOTES 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL PLAN. BUILDING INSPECTION NOTES: 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 2. ALL WATER, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. } m Q N w N � 0 w z cn U N 0 m > LJ -1 l l l l l l z l o ro L N CIA "' U a Oz> C 0 LIJ z O o = ro 0 U p N cc U a z of 0 O r 0 Z N Lp = a Z ~ O , OfcoJ Ocl� N � = W 1' w 0 O 3 J - Y a J O N 0 00 N J J OO � ■ O o r "7 #4 'ly RYA PERKINS LIC. No. 046565 12/23/20 0 O 3 m m U O N U U M rl� wp w� Ln o ~ cn Q } m a 0 N o m o Q �_ N W ¢ Z Z ¢ y w Y v (Un O O U W 0 Z J I� W Z W Z V Z ' ` Z J2ow U��c) Z Lu W��rz n/ c)LLJ V O v ' J NM�y� Q t'J W m J Q SHEET NUMBER CA-101 U c " N U U O " Q 0 C O i E Y ° r ° 0 s 3 v a L " L 0 Q 0 c `o x T v 3 Y D T �i z � o - o � a Z ° z c n X O yJ N 0 �y o :J r � y 3 J) o o .3 i U ° c " O0 . .L. J o `0 0 E o < a 0 0 a m ° 0 0 c E o N N n v I o' w � a c v o a N ° c 3 J` L U I 3 O h c u J � I ° m Y " a Y � a r w E U � n n " " s V ° v " 0 v � N" E " ° ° v " n 0 Z c z C O Z " O n C X it W L i C :J m 0 a O " 0 J m " fl � y c 0 n a C " O L U v s C � r `a 0 0 i" E T] � U � o v � O L 1 ~ a\ ROD \ N FND. _ SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) tt �,K is ► �522, - - - - /--.'-521.------ / L _ 520 / ROD / / // / /� / ^518 - TOP=517.67 / \ 625 �/ / / // -CrULD NOT ACCESS y\9- / V 1 O�� 2 � i 0- O j � 0' ACSA W/NT LINE & FIRE HNT EASEM D.B. 1739 PG. 532 / TOP=517.05 FL=510.40 I l 524/// �/ p C.a r -520- TOP=519.95 FL=514.25 n -519� TOP=518.47 \ \ \ FL=515.30 CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING CHORD C1 133.38 325.00 23'30'53" 67.64 S50'44'05"W 132.45 C2 65.30 35.00 106'54'18" 47.22 N87'34'13"W 56.24 C3 46.14 35.00 75'31'49" 27.11 NO3'38'51"E 42.87 SLOPES LISTED AS CRITICAL ON ALBEMARLE COUNTY CIS 91' ROD ROD �y t� SET _ - s? \� _/ BM #1 \ J%j SQ. CUT ON -519 LIGHT POLE BAS C i2o Cf #3290 1 STORY BRICK F.F.=521.00 1.080 ACRES -516 �\ -- ----- --- - f515$T5. - ---- Nv 1514 0 S--__---- -- D--- ------------_-__---- � 18"RCP 513 S38�58 38 Al =\�- - - '=512.85 15)=507.50 BM #2 18)0NORTHEAST VARIABLE WIDTH LIT=5 0C OF ORNER 12.83 DI STORM DRAIN EASEMENT D.B. 1643 PG. 641 (PLAT) �v� - D.B. 1463 PG. 4777� - Q I UP=514.47 FL=509.60 y2o p p / p p / /-521--.i---\ r i r -520 s 13.40 - - 15"CPF518 =- - A SS SS - - 516- \5j5 C1 FORTUNE PARK ROAD DB ; s"/ I C54) I r!s n I 2 UMPSTER\ PAD \ FIRST CITIZENS BANK & TRUST COMPANY ADDRESS: 1815 FORTUNE PARK ROAD PARCEL ID: 046B4-00-00-001D1 ZONED: HIGHWAY COMMERCIAL _ We= -TOP518. \ ------ FL=515.30 _ T PJ518.08 SS S FL=613.10 TOP=�17.79 5"RCP FL=5�4.45 • • 43 PG. 643 TOP=516.46 J FL_511.95 20' ACSA SANITAR SEWER EASEMENT D.B. 1482 PG. 105 D.B. 1739 PG. 532 VARIABLE TH _ STORM DRAIN EASE T B. 1643 PG. 641 (PLA \ \ NNETH R. BLAYLOCK, 1R.�, Lic. NO. 2833 LEGEND a DECIDUOUS TREE Q SHRUB • BOLLARD & HANDICAP PARKING/RAMP BENCHMARK ® CLEANOUT ® ELECTRIC METER AC HVAC UNIT EV ELECTRIC VAULT ©v CABLE VAULT TP TELEPHONE PEDESTAL SIGN FIRE HYDRANT wv pQ WATER VALVE ® WATER METER ® GRATE INLET (E) DRAINAGE MANHOLE Os SANITARY MANHOLE * LIGHT POLE GRAPHIC SCALE IN FEET 0 10 20 40 ALTA/NSPS LAND TITLE SURVEY OF 080 ACRES OF LAND LOCATED ON THE SOUTH LIA& OF SL'WMOLE TRAIL RIVANNA DISTRICT * ALBEMARLE COUNTY, VIRGINIA DATE. DECEMBER 17, 2020 SCALE. 1" = 20' JENNINGSTEPHENSON P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 804-545-6235 LAND SURVEYORS � PHONE - 04-545-6259 w e FAX- 804-545-6259 & PLANNERS J.N. 20-667 } m Q N w O F__ N � 0 w z cn O N 0 m > w (Y - I l l l l l l z l O ro L N CIA " U Q z O vi o Z O o =_ � 0 Up CC) U) cc U Q z O 0_ 0 O r-p Z N LO = a Z ~ CD, D O N co � = roo� WLd Y � a- - Y Q J O � 00 N J o� o O F O � m H m o U M O� p W N U O a� ~ \ cn a } m oN o m o Q �_ N W ¢ Z Z ¢ y w Y v (Un O O U <r. z I�\/� Z V Z z J2ow U��c) Z Lu W��w� W���z N c)u U v ' LLJ J CV < Q w m J Q SHEET NUMBER CV-101 U C N U O U 0 a 0 c `o T E Y O r 0 s 0 N U N d U U 0 Q 0 0 T 0 Y T a c 0 0 3 0 D U a z Q i o z - o `o w it 3 � o v c T3 J � O N 3 of U O � a Q N cc o O � O � � o o� E t o a Q E I _ a o - o m m C E o' n I a m N O c 3 J U c i j a I � � U a m O J a I � � a Y � U Y U N E ri T h c 0 D � � U a N c V y y V U � N u .. E 2 z.. Q N J i z � N 0 � r v w I y > J � N J O o� o m J� 00 0 N O 0 � U �w n � 3 o� E ° ow n � E n U � O N � O S � F SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) co N OTES: °' O 1. THIS DEMOLITION PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING w AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ~ ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE N o DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR o RELOCATION OF ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 2. THE CONTRACTOR SHALL KEEP ALL ADJACENT ENTRANCES AND PARKING AREAS FREE FROM DIRT, DUST, AND AGGREGATE CAUSED BY VEHICLE TRACKING. THESE AREAS SHALL BE SWEPT AS OFTEN AS NECESSARY TO KEEP AREAS CLEAN AT A MINIMUM ONCE PER DAY. 3. ALL VALVES, VAULTS, MANHOLES, ETC. THAT ARE TO REMAIN SHALL BE ADJUSTED TO PROPOSED GRADE. 4. CONTRACTOR TO CONFIRM ALL EXISTING STORM STRUCTURE INVERTS PRIOR TO PROPOSED STORM SYSTEM INSTALLATION. un O m w 5. CONTRACTOR TO CONFIRM ALL EXISTING SANITARY SEWER INVERTS PRIOR TO — PROPOSED SEWER INSTALLATION. 6. DEMOLITION OF BUILDING TO INCLUDE REMOVAL OF FOUNDATIONS, UNDERGROUND STRUCTURES, AND BUILDING UTILITIES. 7. ALL EXISTING UTILITIES WILL MAINTAIN MINIMUM COVER DURING CONSTRUCTION AND VALVES WILL BE FLUSHED TO GRADE. 8. ALL EXISTING PAVEMENT AND CURB AND GUTTER WITHIN LIMITS OF DISTURBANCE IS o TO BE REMOVED. Z 9. SEE SHEET CP-501 FOR PLANTING BED AND SODDING DETAILS. P. O. B. ROD Roo FND. _ N41°24'45"E 82.21' FND. _ _ �a_�Na4�6a°42'45"E (�Y�v�je1 ROD �v/ SET ROD FND. / ROD EXISTING STORM STRUCTURE TOP=517.67 TO BE REMOVED EXISTING SIGN COULD NOT ACCESS \ TO BE REMOVED EXISTING LIGHT EXISTING LIGHT TO BE REMOVED / i TO BE REMOVED BM #1 o w� c / w c 12 m 0' ACSA W ERLIN & FIRE HY RANT EASEM NT D.B. 1739 PG. 532 EXISTING CG-9D- ENTRANCE TO REMAIN EXISTING WATER METER ANDS SERVICE LATERAL TO BE REMOVED AND ABANDONED AT MAIN TOP=517.05 I FL=510.40 u". EXISTING LIGHT TO BE REMOVED EXISTING STORM STRUCTURE TO BE REMOVED TOP=519.95 FL= 514.25 EXISTING STORM PIPE TO BE REMOVED P P a W #3290 1 STORY BRICK F.F.=521.00 1.080 ACRES P � EXISTING STORM PIPE�'�,o / TO BE REMOVED EXISTING SANITARY SEWER LATERAL TO REMAIN EXISTING STORM PIPE y TOP=518.47 TO BE REMOVED / \ FL=515.30 EXISTING LIGHT/ N TO BE REMOVED) �/ EXISTING STORM STRUCTURE — — — — ` \`� �+�J �� -- TO BE REMOVED i�17 C� V�OUT-5 /—SET '=512.85 TOP=51 FL=50f (15)=507.50 BM #2 (U8)50050CORNER HEOFTDI VARIABLE WIDTH 40 ELEV=512.83 STORM DRAIN EASEMENT — D.B. 1643 PG. 641 (PLAT) �cl? — D.B. 14�77 e 0 SQ. CUT ON LIGHT POLE BAS ELEV=520.71 / EXISTING BUILDING TO BE REMOVED I 13 LF OF EXISTING SANITARY SEWER LATERAL TO BE REMOVED EXISTING INLET TOP TO BE REPLACED (SEE SHEET CG-101) 15" CP EXISTING LIGHT TO BE REMOVED - SS SS JC9 P FIRST CITIZENS BANK & TRUST COMPANY ADDRESS: 1815 FORTUNE PARK ROAD PARCEL IDD1 ZONED: HIGHWAY COMMERCIALJ 1�1 1� DUMPSTER 'PAD / � LIMITS OF DISTURBANCE LA EXISTING STORM PIPE TO BE REMOVED k f EXISTING LIGHT TO BE REMOVED EXISTING STORM STRUCTURE —lbp�TB — -- — TO BE REMOVED FL=515.30 s TOP1 53.10 '8 — SS S—� SS EXISTING STORM -TO \ REMAIN C7 EXISTING CG-9D — ENTRANCE TO REMAIN FORTUNE PARK ROAD � -17.79 15 RCP TOP= 14.45 � FL=5�4.45 _ /� � (59-_R� \ I D.B. 1643 PG. 643 TOP=516.46 J 20' ACSA SANITAR FL=511.95 � SEWER EASEMENT D.B. 1482 PG. 105 D.B. 1739 PG. 532 \ VARIABLE TH STORM DRAIN EAS T _ B. 1643 PG. 641 (PLA \ I � I I I I LEGEND: UTILITIES TO BE REMOVED -/ / / / / / / / / - LIMITS OF DISTURBANCE � GRAPHIC SCALE IN FEET 0 10 20 40 o r7 N N U Z O a Ld z Q O U) 00 o N U G O r%) n O r p Z N p = Q Z ~ O W N 00 J O w Y w p 3 J Z = Y Q J 00 N J O 0 r` RYA4 PERKINS Lic. No. 046565 12/23/2mo >' U (n � W — CD O 0`t[If �� N a m > m o o CV o m o _ N < w U) 3 w Y K U V) w O O S U Q � i'�CD V z_ G_ X W J=ow z CU LUU J zpa- LU 0'- Z w W W� ww� d 01-0 c)V rL rn � Ali �J w J N Q M w Q SHEET NUMBER CV-102 vi N 0 0 N a" 0 c O S T N E Y 0 T 0 0 s 3 N 0 s N 0 Q 0 `o x T v Y 0 0 a 0 c 0 0 D N Z `o Q M J 1 p 11 G _ m n y n o J '3 Y c v v m E A n u � o a o i a r Q � o / v C c 3 O v U ` a o0 E a w E n 4 c 0 O v 0 C y, E o v a a I v V 3 c S U U S J � c ° C V m u I � � o � v u� N 0 a i > a J o J o Y Y s E o c V c y o X1 � v a O e � v N v - V u v m v N � O n .- E w U E U N c z Q o J N �o m S I-• n � :J uvi 3 a O v O � J m N fl � L U y c 0 n a L U 5 C v r `a 0 0 �w E T] � U � o v � O S 1 ~ SEMINOLE TRAM CENTERLINE _ _ I I NORTHING: 3934465.20 EASTING: 11500434.26 PROPOSED MONUMENT SIGN (UNDER SEPARATE PERMIT) NORTHING: 3934422.42 EASTING: 11500431.54 10' FRONT BUILDING SETBACK � c gy�p.,, 4, _ `� CC� m V, 24" WHITE SOLID STOP BAR �1 (SEE SHEET CS-501) N Ri-1 STOP SIGN & R5-1 "DO NOT ENTER" SIGN (SEE SHEET CS-501) c R1-1 STOP SIGN / (SEE SHEET CS-501) 24" WHITE SOLID STOP BAR (SEE SHEET CS-501) EXISTING CG-9D ENTRANCE TO REMAIN IL ET NORTHING: 3934307.12 EASTING: 11500509.65 6„ WORTH CROSSING CENTERLINE LVRNGR Vf VI ELEV=512.83 SEMINOLE TRAIL 10' FRONT BUILDING SETBACK U. S. ROUTE 29 (VARIABLE WIDTH R/W) P.O. B. Roo N41'24'45"E 82.21' 1mm l of nn 1n oeuo CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING CHORD Cl 133.38 325.00 23'30'53" 67.64 S50'44'05"W 132.45 C2 65.30 35.00 106*54'18" 47.22 N87'34'13"W 56.24 C3 46.14 35.00 75'31'49" 27.11 NO3'38'51"E 42.87 ROD FFND. _N46'425 __ 99 BM #1 SQ. CUT ON LIGHT POLE BASE ELEV=520.71 �jvp� rht>K ROAD _ (Sg=R� D.B. 164R an cwl FORTUNE PARK ROAD CENTERLINE 6" WHITE STRIPE GRAPHIC SCALE IN FEET 0 10 20 40 )RTHING: 3934595.36 >STING: 11500561.37 ROD FND. - 'LIGHT (TYP.) FIRST CITIZENS BANK & TRUST COMPANY ADDRESS: 1815 FORTUNE PARK ROAD PARCEL ID: 046B4-00-00-001D1 ZONED: HIGHWAY COMMERCIAL PAY STATION, MENU BOARD, AND LIFT GATE (DESIGN BY OTHERS) CURB AND GUTTER (SEE SHEET CS-501) BYPASS LANE TO BE MANAGED WITH CONES BY ATTENDANTS 3934451.83 11500719.57 N SITE PLAN LEGEND O N 0 N 0 HEAVY DUTY CONCRETE CONCRETE SIDEWALK LIGHT DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT CURB & GUTTER O o N m > w 01 SITE PLAN NOTES 1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. 4. TWO COATS OF TRAFFIC PAINT SHALL BE SUPPLIED FOR ALL PAVEMENT STRIPING. 5. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS. 2" SM-12.5A SURFACE COURSE � II I I I II I I I II 8 UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOILS STANDARD PROCTOR METHOD MAX. DRY DENSITY (ASTM-d1557) TO A DEPTH 8" MIN. BELOW SUBGRADE ELEVATION. LIGHT DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE r 1.5" VDOT SM-12.5A ASPHALT COURSE IT CONCRETE I=N 1 III III III III II 8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B SUBGRADE: STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM-698) TO A DEPTH 8" BELOW SUBGRADE ELEVATION HEAVY DUTY ASPHALT SECTION NOT TO SCALE 6" AIR ENTRAINED PORTLAND CONCRETE CEMENT W/ MIN. 650 PSI FLEXURE STRENGTH & MIN 4000 PSI 28-DAY COMPRESSIVE STRENGTH + if + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �--8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOILS STANDARD PROCTOR METHOD MAX. DRY DENSITY (ASTM-d1557) TO A DEPTH 8" MIN. BELOW SUBGRADE ELEVATION. HEAVY DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE - I l l l l l l z l o 0 LN N U Q z> 0 C6 o L'iz a o 3: � O ( U_N p U cof Q z o r z O r 0 Z N LO = a Z ~ O , of O N coo J � = r W 1' 00 o a > - Y Q J o � 00 N J O 0 rl "7 v1,1 RYA PERKINS LIC. No. 046565 12/23/20 0 o � T U U M � �o N w Ln O I- \ � Q } m a Q N o m o Q �_ N W ¢ Z Z ¢ y w Y v UJ O O U Z W m Z V Z ' ` z J2ow U��c) Z O W W���z CC W I_ n/ c)V O v ' LLJ J CV Q < C'7 � w m J Q SHEET NUMBER CS-101 m m ,. 0 N 0 N N N N E U N n U) Q Li w 0 w Lo o I V) U 0 O 0 J C N L N U) 0 U U m v 0 al C } m N 0 O N ° 0 0 O W a SSFF OF�q ZqV 0 0 s 3/8" WIDE x 1" DEEP SAWCUT CONTROL JOINT 4" CONCRETE, MIN. 3000 PSI STRENGTH 30" . �� '+ dam{ i OON E s ° SEE CONCRETE ° SIDEWALK SECTION 4" COMPACTED VDOT TYPE I #21-A STONE BASE BROOM FINISH � f -'` 130 I i w z _ipADA 'o PARKING SIGNAGE (PER DETAIL)�0\a(S / / / / / / M N V U d .� C N Z V)GEOTECHNICAL 'd a. A COMPACTED SUBGRADE NOTE: REFER TO (WHITE LEGEND, RED BACKGROUND) I 3" GALVANIZED REPORT FOR �o SQUARE TUBE N FINAL SECTIONS AND DETAILS i <� a APPLY 1/2" THICK PRE -FORMED PLAN SECTION z ° o EXPANSION JOINT FILTER INTERIOR SITE CURBAU TTC USE 4" SCH. 40 STEEL PIPE CONCRETE SIDEWALK DO NOT ENTER SIGN (R5-1) 1_G04 L M v FILLED WITH CONCRETE WITH TOP ROUNDED. PAINT TRAFFIC o o m `�� i n a z > Y YELLOW IF SIGN IS WITHIN L p CENTERLINE OF DRIVEWAY PAVED AREA OR SIDEWALK ~ vi o o o 5 5 z = N o = o SLOPE TOP OF c0 SIGN PER PLAN 5/16" BOLT IN 3/8" o o Q CONCRETE (ALUMINUM, 0.08" THICK, HOLE (TYP. OF 2) N cc N M o o SHAPE AND SIZE VARIES Q o 0 0 r- 0 ° GROUND / PAVING SURFACE a F__ — — 1 Iw; Q w o w af cl�W Y z0� `'' v II Z ,. o�a-� I I Y Q 3 4000 PSI CONCRETE l" I.. • O 2.0 MIN. IN SIDEWALK \ // 0 N 0 o 0 o AND PAVEMENT AREAS \ I N J L 3 d O o 00 1.5' 1 4' VARIES 2" I.D. SCH. 40 GALVANIZED STEEL PIPE a M TWO COATS WHITE �.��..LLTH Q 0 REFLECTIVE TRAFFIC PAINT ADA PARKING SIGN POST DIRECTIONAL ARROW o IF) RYA PERKINS LIC. No. 046565 0 TYPICAL AT ALL 18"x12" R7-8 SIGN GREEN LEGEND ON WHITE ° ACCESSIBLE SPACES BACKGROUND; WHITE SYMBOL PAVEMENT AL o" m ON BLUE ON WHITE BACKGROUND 4" PARKING LOT STRIPING TO FINISHED GRADE z m a v PARKING BE 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT O O m U (n m m O O N d_ - LLJ Ln o ° ADA SIGN POST (PER DETAIL) li,— n III il_I11=i—li- III I '( p,4 a c Q } N ` .". I I o N O m m o 12"x6" R7-8P SIGNCD III-� 1= _ ' 3 °a TYPICAL AT ALL VAN GREEN LEGEND ON ¢ u N a w .,., ACCESSIBLE SPACES VAN WHITE BACKGROUND o o L ACCMKK �I III 3 II ': 12"x9" PENALTY SIGN (AS REQUIRED BY STATE allll OR LOCAL CODE) ° 6" DIAMETER o CONCRETE BASE 6" v 0 0 ° NOTE: SEE SITE PLAN a FOR PARKING SPACE w NOTE: SIGNS DENOTED HERE ARE TO BE PER MUTCD SPECIFICATIONS. LAYOUT AND DIMENSIONS NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA N ADA PARKING SIGNAGE PARKING LOT STRIPING SIGN POST W ° 30" A 0 T 0 0 R_4„ W a z J 2.0' MIN. 7.0' 9" 2.5' FROM BACK CURB OR BLDG of 3,000 PSI CONCRETE o o a 0.875' 1.0' 2.5' 2.5' 2-;y3 BARS U) a 2 COATS OF 4" 0 1.5" CHAMFER L WIDE BLUE TRAFFIC PAINT (TYP.) w z BITUMINOUS SURFACE n N s o o w v COMPACTED BASE COURSE E a BACK OF CURB o _ °O 'O x T CURB AND GUTTER � N Yz" DIA. STEEL RODS COMPACTED BASE COURSE ^ v OLL v MINIMUM LENGTH ENGTH A REB R) 2I0' MINIMUM NGTH Z 7 7 `v ELEVATION VIEW SECTION A -A ` L ° STRIPE WITH 2 COATS OF WHITE NOTE: `X' R=14" REFLECTIVE TRAFFIC PAINT 1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE CURBS TO PERMIT RELOCATION OF CURBS. ' ` Z 0 O 2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED 2.5' OFF OF BACK OF CURB W 0 w N m (WHITE LEGEND, RED BACKGROUND) UL J o ADA PARKING SYMBOL STOP BAR STRIPING STOP SIGN (R1-1) CONCRETE WHEEL STOP Z a w 0 y W LL, m N z W o n/ V O L LJ_ Q O LLJ (�I O LLI m J c N Q E SHEET NUMBER 0 r CS-501 C } m N 0 CD IMESTONE CAP, TYP. LIMESTONE CAP, TYP. 00 8" QUIK-BRIK 8" QUIK-BRIK o 0 a CEDAR GATE o o 1 ti I I DOORS, PAINTED c O Z w z z GATE STRAP HINGE, E ON (3) PER DOOR 0 0 q CONC. FILLED 6" DIA. co tL b� tL BOLLARD, TYP. PAINT TO r 0 MATCH METAL SIDING O O ON BUILDING w z 2 1/2" DIA., 18" LONG METAL In o ROD GATE LATCH o N F, 4" GATE CASTER 0 w 3 UI i I I I I I I L I I Q I I 4 N u a v I I I I I I I I "i L--J L__J 0 u 0 u Z DUMPSTER ENCLOSURE - ELEVATIONS DUMPSTER ENCLOSURE - ELEVATIONS DUMPSTER ENCLOSURE - ELEVATIONS c O O C4 S F+) LN U Q O Z > E CG-1 E U p Y A 6' MIN � Z AT DOWELS, 8" LONG Q O a PERMISSIBLE i�2>_ n c AT 12" C-C CONSTRUCTION 12:1 MAX._ 4'MIN ° 5'MIN. JOINT 0 121 MAX z B CC) 12:1 MAX ° WITH BUFFER STRIP ^ Q o n i L 00 r- o Z w I r V —] ° RAMP RAMP s' MIN Lj .o (SEE TABLE) (SEE TABLE) 0 A U) w TRUNCATED DOMES 12`I MAX. _ -s m O N 0 o SEE SHEET 1OF 5 FOR DETAILS 4TMIN =cl� w Y F o 5'-0" MIN \ R L 0� U SHAPE TO MATCH FACE CEDAR PLANKS ON STEEL FRAME, � 3 a N WITH BUFFER STRIP r BACK OF CURB OF ROADWAY CURB INSTALL LATCH HARDWARE & Y J 4a :1 Lo 3 20:1 48 1 M s MIN o o CASTERS OQ DOOR BASE. PROVIDE p MAx. (3) HEAVY DUTY EXTERIOR GRADE N 1-) o 1z:1 MAX. ,t, '� 12'-0" STRAP HINGES PER DOOR. FRAME O o OF DOORS TO BE 3"x3"x1/4" STEEL .3 2' MIN. SECTION A -A ANGLE WELDED (1/4" WELD MIN.) ALL 0 ° CORNERS W/ 3"x3"x1/4" STEEL ANGLE O WITHOUT BUFFER STRIP DIAGONAL CROSS BRACING WELDED (� p1 PERMISSIBLE y `�\ `o E CONSTRUCTION 3 TO STEEL FRAME. WELD TOP AND a o JOINT o m \ ; BOTTOM STEEL ANGLE OF FRAME TO o N ; w t o F__ __ i __ __� STEEL TUBE ATTACHED TO HINGES rc 0 5 = CURB r~24"x24"x48" DEEP CONC. FTG. �p.LTH p+y, SECTION B-B �- `o CROSSWALK (2) #5 VERTICAL, THIS SWARE LANDING AREA L iL L1 ( Y SECTION OF WALL O t N0f OUTSDE OF iRAVELWAY II 1 CJ ° CROSSWALK CUR SHALL BE PROVIDED FOR I 1 16"x8" CONCRETE FOOTING NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, PERPENDICULAR CROSSWALK I 1 1 11� WITHIN THE MARKED I-- 1 W/ (2) #5 CONTINUOUS. O r+ SEE SHEET 1 OF 5. J' TN CROSSWALK AREA --- ---- --------- U RYA . PERKINS a TYPICAL PLACEMENT CURB i " Lic. No. D4a5s5 0 `m THE REQUIRED LENGTH OF A PARALLEL RAMP INSTALL 1/2 DIA., 18" LONG, METAL 2 4' BUFFER STRIP II 1 E ° S LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION 5'sDEwALK Y ROD GATE LATCH. INSTALL 3/4" x 6" SLOPE. II IZ�2'%�ZOZDj a WITHIN CROSSWALK I 1 1 1 (4 HOLE INTO CONCRETE @ BOTH p SM'PEc aeaMAX. DIAGONAL PLACEMENT _ II 00 0 LANDING 481 MAX. LAN)NG 48�1 MAX. O Ii t OPEN AND CLOSED POSITIONS TO I RECEIVE LATCH ROD 'o SLOPE cuae SLOPE C i 2'-0" i ; OVAL aN 5� sMN CURB CONTROL JOINT z m m g —T CROSSWALK ki II I U Q O O O 9) � " ( _ CROSSWALK 1 I I 4 LLI_ Ln 2 N CURB I 1 lY ~\ (n } U> v --------- GRASS ---------1— �J I I O �} Lil } m CONCRETE CURB m 1 �) I , CONC. FILLED 6" DIA. BOLLARD, a Q Q m } m I I TYP. PAINT TO MATCH El ON 0. WITH BUFFER STRIP I 1-7 w w WITHOUT BUFFER STRIP = CD 3 U 0 0 1-------------------- I Q \ w z z Y 3--------------- 8" QUIK-BRIK Y N w _ - �� CG-12 DETECTABLE WARNING SURFACE SPECIFICATION ____________ ROAD AND BRIDGE STANDARDS REFERENCE ------- ---- cn o o U U p SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 6'-0" 6'�" 0 203.07 07,16 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 12'-8" U c I � u �v c W > o U U N Y n m N _T I I I c W O O o� DUMPSTER PLAN oN (n N - N u N 'S L N U) � 0 O Q) a+ U c U) w Q l I w w ° V LY- w Z � C � v N s O � 0 w X Z =ow oN U � "J U J m "w W z Z L� O Y D- W 0 w w W r n a N I— U O /I1 O L U N V In OL C y �y CD 0 W L J CV Q 0 o W U m c Q m m SHEET NUMBER 0 0 r CS-502 TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 B 12 5 to is 6 14 15 U C 0 N U 0 a -o 0 `o s T E Y 0 r 0 0 0 s 3 v 0 N U C 3 - v � z � < o J 'u 1 0 Q Y � z o Z T it y E � Y Y) n Z 2 � o ll a � o Y � � o 0 n o 3_ o 1 T_+ 0o z M < 0 O Z c Z .v. < 3 Y 7 s I 3 v E � o n 0 r 0 i 0 < J C o v 6 ` L)o E 0 0 E ° m o < < o I v o � � v o a C � E N N n 3 L � L 3 � u 0 I w v o a > a > U n U � Y � y o T c E o �7 v h U y � v v N c v `v E n � � N U C 0 0 Z o < J c 1 'v Z L < Y c m 0 9 O y O ` J m N W fl � L U y c 0 y n a C 0 O L U L C y � r `a 0 0 U � c m T n U o v � O L ~ L (45 f , zt� W ti �034 C Q1 / TIE TO EXISTING CG-9D ENTRANCE 518./ TC N / TOP=517.05 / FL=510.40 O 1 STORM PIPES PIPE SEGMENT LENGTH DESCRIPTION SLOPE INV. (IN) INV. (OUT) STR. 110 TO STR. EX 101 23 LF 15 IN EX RCP 14.48% 513.00 509.60 STR. 111 TO STR. 110 65 LF 15 IN RCP 0.50% 513.42 513.10 STR. 112 TO STIR. 110 18 LF 15 IN RCP 0.50% 513.20 513.11 STR. 113 TO STIR. 112 96 LF 15 IN RCP 0.50% 513.78 513.30 STR. 114 TO STR. 113 52 LF 15 IN RCP 0.50% 514.14 513.88 STR. 115 TO STR. 114 58 LF 15 IN RCP 0.50% 514.53 514.24 STR. EX 101 TO STR. EX 100 105 LF 18 IN EX RCP 0.86% 509.60 508.70 STR. EX 102 TO STR. EX 101 122 LF 15 IN EX RCP 1.93% 511.95 1 509.60 SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) STRUCTURE TABLE STRUCTURE NAME DESCRIPTION RIM HEIGHT STIR. 110 VDOT STD. DI-1 516.43 3.43 STR. 111 VDOT STD. DI-36 (L=6') 516.61 3.18 STIR. 112 VDOT STD. DI-3C (L=6') 518.01 5.00 STIR. 113 VDOT STD. MH-1 519.40 5.81 STR. 114 VDOT STD. DI-3C (L=6') 520.17 6.03 STR. 115 VDOT STD. DI-1 516.93 2.40 STR. EX 100 EXISTING STRUCTURE 512.85 4.00 STR. EX 101 EXISTING STRUCTURE 514.47 4.87 STR. EX 102 EXISTING STRUCTURE 516.46 4.51 - - - - - - - - - - -526 _ - - - - / CONTRACTOR TO ENSURE 2% MINIMUM SLOPE -THROUGHOUT GRASS AREA TO INLET 115 -525 524 - - - - - - - _-523---------- - 522-------- -- ----521--------- - \� \� - - �iy5��524 \ -525 / / 5518 / `� 521- \ \ lI 115:, �_ ��-// SQ.BCUT 519- LIGHT POLE B -E 518 ` Sf ELEV�520 \ \ \ / V 9 -A - 5247 520.13 519.68 519.57 519 TC TC BC - �/` TC BC TC / 519.69 r- -r--� r--1 I r / P 520 \ / 6" PVC 0 2.0% ` 51C9.89�i- MIN SLOPE (TYP.) FFE=519.69 111 I 519.68L � 1 519.57 / 114 FF FF 519.83 TCI � / 520- 519.6 519.22 519.22 a D 519.69 FF FS FS TC BC \ F 11 520.08 l L < � \\ '522 / 520.17 519.61:.`.519.69 : FS I I BC' 3FS ....`.: 520.02 ' :',. 519.61 ):(' T 51961 I / FS TC 519.11 ' _ 5200 519ff FS TC 519.75 ) / 52r0.33 519.82 TC BC 519.11 _ 519.ro TC qt� TC TC TC BC 521 / (�, 519.TC 5119.41 519, 518.84 8B TC 9 35 P �P18.84 P18.84 o u RAISED 6" ISLAND 113 � 519.25 ( N 520.15 ' 0 2' CONCRETE hJ TC 1 \ r TC ME D p VALLEY GUTTER I RIDGE LINE �� W W W 0 5 \ 519.15 I / 519.14 1 .0C/ 518.46 TC \ 518.86 TC 520 TC BI \ c P 19.07 SS 519.01 18.6, , \ 518.79TC TC 1 `-LIMITS OF DISTURBANCE \ FS HP 5119.12 TC �� 518 18.76 518.9C 518.6C` ) \ *�J� (0.79 AC.) \ 518.45 TC BC 518.7 S7•, g�9 / v \ 519.24 518.60 FS` TC BC .�:f TC FS 511.73 _ _ - - _ - - , C5 . 518.68. �- TC ig` \ s \ FS 518.39 /� o ��\ 078- 518.54 '518.85 518 517.77 ::'.; TC /, s I i r FS TC- � ' 112 FSmum col 517.84 5�9. \ \ i - 519 - + ; ° 1 _ri'. 517.70 / \v� TC \ S / `o 517 110 T 517 �� \ �-� s� r8.\ \\ �517 / ) / :<:,' I \ 517.42 �\ TOP=518.08 \ S '57, \ \ TC 518 °+ `. ( I - - SS t7S FL=513.10 1 \ ,. s7 \ I- -- -519-- ---- 519 / i SSA SS \ S�S1g \ 6. r SS I '�� 7=YTLSrs �� �. -- 518=1 ---' �, - 0 51 .96 NV IN=307.Ua S CONTRACTOR TO ENSURE 2% - _ _ --517 = _ _ - - r I �= FS E 1 TC ME- 51 r^ \ \ J s MINIMUM SLOPE THROUGHOUT - - - 516- - - - - - - - - - =cP _ B I 111: s18. . C, �145146�7'S- - -, 515- - \ GRASS AREA TO INLET 110- - 18"RCP O 513 _ _0 1¢ - O = '=512.85 (15)=507.50 BM #2 (18)=508.7010 THEAST VARIABLE WIDTH WT=507.40 NER OF DI STORM DRAIN EASEMENT ELEV=512.83 D B 1643 PG. 641 (PLAT) D.B. 1463 PG. Q FOP=514.47 FL=509.60 -4� TIE TO EXISTING SIDEWALK 47_ Qua S1>� TIE TO EXISTING FORTUNE PARK ROAD o CG-9D ENTRANCE (SCR/ TIE TO EXISTING CURB 43 PG. 643 AND GUTTER TOP=516.4 I- FL= 511.95 I I I I I U - 1 � yFP I \ 5"RCP TOP-�17.79 � FL=514.45 VARIABLE TH \ STORM DRAIN EASE T \ B. 1643 PG. 641 (PLA \ GRADING LEGEND TC: TOP OF CURB ELEVATION BC: BOTTOM OF CURB ELEVATION FS: FINISHED SURFACE ELEVATION P: PAVEMENT ELEVATION ME: MATCH EXISTING FF: FINISHED FLOOR ELEVATION HP: HIGH POINT BI: BOTTOM OF ISLAND CURB AND GUTTER GRADING NOTES 1. THE ROOF/LANDSCAPE DRAINAGE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL PLUMBING CODE. 2. PIPE LENGTHS ARE MEASURED FROM CENTER OF CHAMBER TO CENTER OF CHAMBER. 3. VDOT STANDARD ST-1 STEPS ARE REQUIRED ON ALL STRUCTURES WITH HEIGHT GREATER THAN 4 FEET. 4. ADA ACCESSIBLE PARKING SPACES ARE SHOWN AND DESIGNED WITH A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. CONTRACTOR TO ENSURE SLOPE DOES NOT EXCEED 2.0% IN ANY DIRECTION. 5. PROPOSED SIDEWALK/ADA ACCESSIBLE ROUTES ARE DESIGNED WITH A MAXIMUM 1.75% CROSS SLOPE AND A 4.75% LONGITUDINAL SLOPE. CONTRACTOR TO ENSURE CROSS SLOPE DOES NOT EXCEED 2.0% AND LONGITUDINAL SLOPE DOES NOT EXCEED 5.0%. 6. CONTRACTOR TO MATCH EXISTING GRADES AT LIMITS OF DISTURBANCE AND ENSURE POSITIVE DRAINAGE. STORMWATER MANAGEMENT NARRATIVE STORMWATER QUANTITY: TO ADDRESS STORMWATER QUANTITY REQUIREMENTS FOR THE SITE, THE ENERGY BALANCE METHOD WAS CHOSEN. THE LIMITS OF ANALYSIS USED FOR THE ENERGY BALANCE CALCULATIONS (0.79 AC.) IS THE LIMITS OF DISTURBANCE. THIS SITE OUTFALLS TO STRUCTURE EX 101 AND THE EXISTING STORMWATER CONVEYANCE SYSTEM CONTINUES DOWNSTREAM ACROSS FORTUNE PARK ROAD. DUE TO A REDUCTION IN IMPERVIOUS AREA, THE ENERGY BALANCE IS MET FOR THE 1-YEAR STORM. ADDITIONALLY, THE POST -DEVELOPMENT FLOW FROM THE 10-YEAR STORM IS LESS THAN THE PRE -DEVELOPMENT 10-YEAR FLOW. CHANNEL PROTECTION AND FLOOD PROTECTION REQUIREMENTS ARE MET AND NO FURTHER ANALYSIS IS REQUIRED. STORMWATER QUALITY: THE LIMITS OF ANALYSIS FOR THE WATER QUALITY CALCULATIONS (0.79 AC.) INCLUDE THE ENTIRE LIMITS OF DISTURBANCE FOR THE SITE. NO PHOSPHORUS LOAD REDUCTION IS REQUIRED DUE TO THE REDUCTION IN IMPERVIOUS AREAS IN THE POST -DEVELOPMENT CONDITION. STORMWATER MANAGEMENT SUMMARY Pre -Development Runoff Curve Number (CN) 93 Drainage Area 0.79 acres Runoff Peak Flow Storm Event ImperviousArea 0.69 acres VolumeV q (cfs) Managed Turf 0.10 acres 1 -year 6,011 2.88 Forest/OpenSpace 0.00 acres 10 -year 5.69 Time of Concentration (Tc) F 6.0 min Post -Development Prior to Routing) Runoff Curve Number (CN) 84 Runoff Peak Flow q Storm Event VolumeV (cfs) Drainage Area 0.79 acres 1 -year 3,964 1.80 ImperviousArea 0.49 acres 10 -year 4.30 Managed Turf 0.30 acres Forest/Open Space 0.00 acres Time of Concentration (Tc) 10.0 min Channel Protection Compliance Energy Ba I a nce Equation, 1-year Storm Improvement Factor 0.9 0-post < I.F. x O pre x RV_pre/RV_post < 0.9 x 2.88 x 6011 / 3964 1.80 PASS Flood Protection Compliance 10-year storm post < re 4.30 < 5.69 PASS GRAPHIC SCALE IN FEET 0 10 20 40 M m 0 N o o N 0 O cwir N o m > w 01 l l l l l l z l o ro LCIA N U Q z> 0 vi o z a p o = ro U p N cc U Q z O r7 0_ Z O r` p Z N LO = a Z ~ O , 0_ Z O N 0 J � = r W 1' ZLLJ o O � � a - 1,f Q J O �: o p N J o O "7 rJ'S RYA PERKINS� LIC. No. 046565 12/23/20 0 O 3 m 0� U U to o' � 0 wN Ln a ~\ Cn Q m m a < N o m o Q N < Z Z < y w Y v Z �\� I Z V Z ' ` z J20w U�LL Z O LrJ Z LU W W���z [if - I-- N O U U v ' LLJ J NM�y� Q t'J LLJ m J Q SHEET NUMBER CG-101 'lotted di :McCra , Stephen Sheet Set:Kha La out:CG-1U2 UKAINAGL AKLA MAH December 22, 2U2U Ub: 19: b2pm K: \KIG—GIV \11.5414 — Green Glean UIU — Seminole Iran — Ablemarle Count GAU HlanSheets GG—lU2 UKAINAGL AKLA MAK.dw This document, together with the concepts and designs presented herein, as on 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. � ss � ss ss \ SS N r- m VA M M N II II N Oulu J 0 0 OD \000/ r 0 \ u 70 \ .ST REH O \ l vAR1AB RGUT� ING �•B. 146 W/DTH f W�2.2 481 z 0 0 N a v O D D O D 0 0 0 0 0 Gl '++ D D D D D p^� t+ � ut A N I-• O m — O D D m X N . 0 IN LEf T o D a z 000000o A y Do A V W N N A W a /D/'11 V l n m a3 9 D 0 0 0 0 0 0 0 0 m D TT A N A lD W O w O w t+ n O m -N D D 3 (n 0 0 0 0 0 0 0 o D C z C V O O 41 0 0 iJ O O o TD 0 0 0 0 0 0 0 o mZ O z � 0 0 0 0 0 0 0 o h m o O o o 0 0 w iop 01 0 W m 00 A n l A VI 00 V S N 01 oo w m uVi m Z n n 3 00000000 Z 3 Z^' g n O O L 0 D Z A D frl z 0 A c m D N � < M < D m x co 0 � o a m z D z m m m D m D m D r r Tm N 1 m D D ' Fj O M z 0 1 n GREEN CLEAN 11 PROJECT BID SET 02i10i2G 113414010 O'er �O�JYp DATE NKimmley*Horn G) z 3290 WORTH XING 12�23�2020 x w Z D RAI NAG E AREA MAP SCALE AS SHOWN r o 0 ro PREPARED FOR DESIGNED BY CBB yo © 2020 KIMLEY-HORN AND ASSOCIATES, INC. N GREEN CLEAN Z e 1700 WILLOW LAWN DR, SUITE 200, RICHMOND, VA 23230 DRAWN BY STM U) .� PHONE: 804-673-3882 ALBEMARLE COUNTY J `�v NIA CHECKED BY RRP V11�� WWW.KIMLEY-HORN.COM No. REVISIONS DATE BY 'lotted L :McCra , Stephen Sheet Set:Kha La out:UG-2U2 SIUHMWAILH i'HUHLES Uecember 22, 2U2U Ub:2U: "IUpm K: AKIU_CIVV11.5414 - Ureen CleanVU1U - Semi -tole Irail - Anlemarle Count VCAU\[L ion SheetsVCU -2U2 SIUKMWAIEK CALCULAIIUNS & UEIAILSdw 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. J O O O N O O C4 O O W Cn O 0 �1 D J� = O 01 O VERTICAL 22 cn O O D z r- M O N D r z 1 M M M Ln 0 CA CA CA �h3 N O O J J Of OD N 01 I O 115 A 516.93 UT: 514.53 519.5 516.93 00O fj oILn I I 114 RIM: 520.17 INV IN: 514.24 INV OUT: 514.14 (n N r � I O m I 01 a ;a O I ® I 0 519.8 0 I 519.67 f 113 RIM: 519.40 INV IN: 513.88 INV OUT: 513.78 I m0 x A 3' COVER I z0 0 I A O D m I z 0 O N D< O m K{ < QD M D I m { x =1m D O I F �0 Z 'O I D� U1 Am I mmZ ZA m >o I o I IM o I r m L3.2�'SEPARATION A O o I 0 in o I m w A a O v I 519.2 'r 0 ® Ln m 517.56 c O s 112 RIM: 518.01 m INV IN: 513.30 INV OUT: 513.20 � C � I a 110 a RIM: 516.43 ,1 INV IN: 513.11 INV IN: 513.10 INV OUT: 513.00 i Q 101 RIM: 514.47 INV IN: 509.60 INV IN: 509.60 I I I INV OUT: 509.60 0 U I I In O I 513.8 Ci X Zl I � I ® I O m I I I I I V 100 RIM: 512.85 INV IN: 508.70 0 CA Ln fT Ln Cr Of OD J JrQ O -1 516.5 516.61 Ln O 0 0 J J OD N O m x j In, Z m0 *U I AZ v_y om A o I I m< _ o N m I 0 cAi c� 2.1' SEPARATION a ® 0 m 0 on 0 N N N pOp N O Ln N O INV OUT: 513.42 Y r4 M Y INV IN: 513.11 INV IN: 513.10 INV OUT: 513.00 N N 0 .16 U1 O X 1 O O n = GREEN CLEAN KHA PRODATE BID SET 02/10/20 113414010 pgd CO,�{�0 M 1 2/23/2020 N 1 D K"Imley>>>Horn3290 WORTH XING STORMWATER x � z y z SCALE AS SHOWN o PREPARED FOR 8i 0 © 2020 KIMLEY-HORN AND ASSOCIATES, INC. o Cj PROFILES DESIGNED BY CBB N GREEN CLEAN z 1700 WILLOW LAWN DR, SUITE 200, RICHMOND, VA 23230 DRAWN BY STM (n .�: PHONE: 804-673-3882 ALBEMARLE COUNTY VIRGINIA CHECKED BY RRP R VI111� WWW.KIMLEY-HORN.COM No. REVISIONS DATE BY U C N N 0 0 a c 0 C D T E Y 0 i 0 0 � o J_ 3 a n 0 � L z o a z v � o U a 0 J � m 5 a J J a a c J o c Y `o 11 = Q E Y Y a n � c � o v o I a =� 0 J o 0 N � � c N o /) o o N 1 0o � r a J � o v c r 0 3 v o O .3 n a v E 0 0 _ v o y _ r 0 0 0 rc v C C d o I j o � a E 0 v � J o C p v N v m 7 J I � v � o � a v j a > v J 3 Y L L y 3 0 E c V m V u � a c 0 O � o a N V a � u U y n E s N o U N T 0 n J " a o - v � c � m z> �v - N a 0 J O J � v a Y C i1 c a C O � o Y U c JJ 'v `v h L V .v. I c 7 :J m J 0 O v O J m N fl � L U y c 0 y n a C � o L U L C y 0 r `a 0 0 E T1 J " o v � 0 L 1 ~ m N ? N m 91/ " 2'-7" 9Y2. 4'-2" MI AAI (GRATE REMOVED) DIMENSIONS FOR CAST IRON ONE) DETAIL A I/2 SECTION CAST IRON -, I - I/2 SECTION STEEL N OTES 2'-7" LUGS TO BE 1'-31 L 2%z" z 21/z" x I/q" CAST WITH 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR 1 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DI-1A B B A 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF CAST I GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE F IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE I APPROXIMATE ONLY FOR ESTIMATING N 66 ± I WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS OPTIONAL BRACE RIBS 43.6 LBS CONNECTORS SHALL BE DETERMINED BY THE 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE LUGS CONNECTOR INVERT IS TO BE SHAPED IN ACCORDANCE I WITH STANDARD IS-1. THE COST OF FURNISHING MID PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE I/2' ■ 11/2' x 4"J I %2' x 4" STRUCTURE. LUGS 12, By, STUD SHEAR 4. IN THE EVENT THE INVERT OF THE .-I CONNECTORS OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING COLLAR DETAIL /" MIN RAISED AND PLACING ALL MATERIALS INCIDENTAL LETTERING TO INLET SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - IN -PLACE. HARDWARE 2 6 U 1'-3" I SEE DETAIL B 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE CLOTH Zk68, PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR. TO ABUTTING CONCRETE TO PREVENT 7 k78 OR SETTLEMENT. IN LIEU OF DOWELS k8 x WIDTHHEM A NOTCH MAY BE PROVIDED. - `•' SEE STANDARD T-DI-3, 4 FOR f DIAMETER EB ALTERNATE DESIGN. WEEP HOLE SEE NOTE �i 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH/4' MESH OR GALVANIZED STEEL WIRE, MINIMUM J" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH WI - HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 9. CAST IN PLACE CONCRETE IS TO BE pCLASS A3 0 ��CONCRETE IS000 BEI)40 OECASPSIT SECTION A -A /2+- V. - _-} f 0. ANY ALTERNATE METHODS OF ANCHORAGE CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B _P MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE v APPROXIMATE WEIGHT 18" CONCRETE PIPE - 1.528 CU. YD. CONCRETE %4 �-- -.'� 4 GRATE 6±8 15" CONCRETE PIPE - CONCRETE 3 CAST IRON LBS 11. DUMP NO LLETTERINGVASTE IS REQUIRED TO WATERWAY ON ALL DI-1 24" CONCRETE PIPE - 1.817 CU. YD. CONCRETE GRATES. LOCATION OF LETTERING MAY SECTION C-C SECTION D-D VARY BY MANUFACTURER. ADD 0.469 CU. ADDITIONAL FOOTDOFEDEPTH. GRATE DETAIL SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD DROP INLET REFERENCE SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE( MAXIMUM DEPTH (H) - 101 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE' FRAME 6 COVER THE TOP OF MASONRY IS BE LEFT SUFFICIENTLY LOW TPERMIT T PROPER 1 ADJUSTMENT OF COVER AND FRAME TO O GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. a MM 0 302 DI-3A, 38, 3C FLAT SLAB TOP AS DETAILED ON STANDARD T-MH-2 MAY BY SUBSTITUTED FOR TAPERED SECTION WHEN APPROVED BY THE ENGINEER. ST'D. ST-1 • DIAMETER-4'-8"+(2 x WALL THICKNESS) _ SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 45° HALF PLAN VIEW I 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 TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE 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 1 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 - 0.582 MANHOLE FOR 12" - 48" PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION INLET EXPANSION JOINT - OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3ANCREMENTS 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 A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. MH-1 ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATE 1 SHEET 1 OF 5 SHEET 2 OF 5 REVISION DATE 106.01 106.02 BARS LSTEPS.'SE NOTE 5 8" 8" SECTION A -A /- KEYED CONST. JOINT '-1p_ 2 _ I, 2WARPED 1-� C GUTTER I /a -BARS A /-APPROACH Y.. V-8%" DIA. SECTION A -A THE LETTERS V.D.O.T. ARE OPTIONAL IF USED THE LETTERS ARE TO BE CAST IN THE DEPRESSION IN TOP OF COVER 1" WIDE RAISED %" HIGH AS SHOWN. LETTERING OPTIONAL APPROXIMATE WEIGHT CAST IRON FRAME 239 ± 12 LBS. COVER 137 ± 7 LBS. II, II, II, IIII� 1111 1111 III, ■ , ■■■■ TOP A SECTION B-B BOTTOM SPECIFICATION STANDARD MANHOLE FRAME AND COVER REFERENCE 224 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 TABLE OF QUANTITIES DI-3A 3B, 3C TYPE L AREA OF SLOT REINFORCING STEEL Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT Ft. S . Ft. Cu. Yds. No. Lin. Ft. A( No. Lin. Ft. 6( No. Lin. Ft. No. Lin. Ft# No. Lin. Ft.# No. Lin. Ft.# No. Lin. Ft.* Lbs. 01-3A T-6" 1.15 2.26 1 5'-7" 3 3'-2" 6 '-0" 22 4' 1.83 2.59 5 1'-6" 2 V-7" to W-10" 3 5'-7" 3 N-2" 4 T-6" 3 1'-6" 4 '-0" 64 6' 2.75 3.02 5 3'-6" 6 6'-7" to W-10" 3 V-7" 3 3'-2" 4 3'-6" 3 V-6" 4 T-0" 111 8' 3.67 3.46 5 5'-6" 10 '- " to W-10" 3 5'-7" 3 3'-2" 4 5'-6" 3 V-6" 4 1'-0" 158 DI-3B 10, 4.58 3.90 5 7'-6" 14 6'-7" to W-10" 3 5'-7" 3 3'-2" 4 T-6" 3 V-6" 4 1'-0" 204 12' S.50 4.34 5 9'-6" 18 6'-7" to W-10" 3 5'-7" 3 3'-2" 4 T-6" 3 V-6" 4 1'-0.. 251 14' 6.42 4.78 5 11'-6" 22 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 11'-6" 3 1'-6" 4 T-0" 298 16' 1 7.33 5.22 5 13'-6" 26 6-7" to W-10" 3 5'-7" 3 3'-2" 4 13'-6" 3 1'-6" 4 T-0" 345 18, 8.25 5.66 5 15'-6" 30 '-7" to 6`10" 3 5'-7" 3 3'-2" 4 15'-6" 3 T-6" 4 T-0" 391 20' 1 9.17 6.09 5 17'-6" 34 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 17'-6" 3 1'-6" 4 T-0" 438 6' 2.75 3.01 10 T-9„ 4 6,_7" to 6'-10" 5 5'-7" 3 31_2" 8 1'-9" 6 1'•6" 2 T-0" III W 3.67 3.45 10 2'-9" 8 6'-7" to W-10" 5 5'-7" 3 3'-2" 8 2'-9" 6 1'-6" 2 1'-0.. 158 10, 4.58 3.89 10 Y-9" 12 6'-7" to W-10" 5 5'-7" 3 3'-2" 8 3'-9" 6 V-6" 2 '- " 205 12' 5.50 4.33 10 4'-9" 16 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 4'-9" 6 V-6" 2 '- " 252 DI-3C 14' 6.42 4.77 10 5'-9" 20 6'-7" to W-10" 5 5'-7" 3 3'-2" 8 5'-9" 6 1'-6" 2 1'- " 298 16' 7.33 5.21 10 6'-9" 24 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 8'-9" 6 1'-6" 2 - 345 18' 8.25 5.65 10 7'-9" 28 6'-7" to W-10" 5 5'-7" 3 3'-2" 8 7'-9" 6 T-6" 2 392 20' 9.17 1 6.09 10 8'-9" 32 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 8'-9" 6 V-6" 2 1 11-01, 1 439 NOTES -} BARS F BARS E B iv t 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7. *4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE ° 12" C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO Ak 3" DIAMETER •�- BARS E 2. THE „H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. WEEP HOLE FRONT ELEVATION BARS F 1'-6" 8" BARS B MEASURED AND IFFROM THE IED ON THE N ERTSOFI THE OUTFALL LL BE SETTLEMENT. 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH (GUTTER REMOVED) 3._D.. PIPE TO THE TOP OF THE STRUCTURE. 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT " PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH 14" MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF 5XI/2' BENT PLATE = SECTION B-B DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 g.8CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03", NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT 1,, N CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. °'• TO BE SHAPED IN ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 /� R - P REINFORCING T HAL H V MIN. OF I +1 1 / '« ••�.;• � IS 1. THE COST OF FURNISHING PAID LACING ALL 9. ALL STEEL SHALL HAVE 2 S TO BE L 6 AT 4.0 LBS. FT. TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. � ; � . 1, . L2%y"X21/g"XI/�' MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". TYPE B NOSE DETAIL SHALL BE USED WITH CO-2 & CG-6 STANDARDS. GALVANIZED INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18. * DENOTES LENGTH OF ONE (1) BAR. TYPE A • TYPE B I2' X 4" STUD SHEAR CONNECTOR WELDED 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68. 30' TO ANGLE IRON AT 2'C-C. IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 19. ALL REINFORCING BARS TO BE#5. CONNECTORS AND IS TO BE ANCHORED WITH I/2" X 4" STUD SHEAR NOSE DETAILS 4. PIPE IS HIGHER STRUCTURE, THETNVERT OF THETHE aM OF THE STRUCTURE 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4'-0" MEDIAL BACK OF WELDED TO BENT PLATE AT 2' C-C. 2" SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM TO R. PAERENT PREVENT STANDING OR PONDING OF WATER 4000 PSI. PROPOSED CURB. 0I-3A ,._ L DI-3B L DI-3C L PAVEMENT IN THE STRUCTURE. THE COST OF FURNISHING I_ AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (U WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED IN THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 5. STEPS ARE TO BE PROVIDED WHEN H A ST WITH INTEGRAL CURB, GUTTER IS TO BE V3irSEWARPED OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE DETAIL). F� SOW FLOW FLOW T-D" B. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 1 DETAIL WHEN USED CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL �vooT STANDARD CURB DROP INLET SPECIFICATION SPECIFICATION STANDARD CURB DROP INLET XV°� ROAD AND BRIDGE STANDARDS REFERENCE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 233 1211 - 30" PIPE: MAXIMUM DEPTH (H) - 8' REVISION DATE SHEET 2 OF 2 10409 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.10 STORM DRAIN DESIGN CALCULATIONS - 10 YEAR FROM POINT TO POINT DRAINAGE AREA RUNOFF COEFFICIENT CA inlet aaum INLET TIME RAINFALL RUNOFF INVERT ELEVATIONS LENGTH SLOPE SIZE PIPE CAPACITY Q/Q( VELOCITY FLOW TIME end lower end incr accum acres C min in/hr CIS ft ft ft % in cfs % fps min 111 110 0.34 0.56 0.190 0.190 5.00 6.67 1.28 513.43 513.10 65 0.50% 15 4.58 28% 3.20 0.34 5.00 115 114 0.31 0.35 0.109 0.108 5.00 6.67 1.29 514.53 514.24 58 0.50% 15 4.57 28% 3.20 0.30 5.00 114 113 0.05 0.68 0.034 0.142 5.00 6.57 1.50 514.14 513.88 52 0.50% 15 4.57 33% 3.34 0.26 5.30 113 112 (N/A) (N/A) 0.000 0.142 0.00 6.48 1.49 513.78 513.30 96 0.50% 15 4.57 3' 3.33 0.48 5.56 112 110 0.21 0.87 0.183 0.325 5.00 6.34 2.64 513.20 513.11 18 0.50% 15 4.57 58% 3.86 0.08 6.04 110 EX 101 0.08 0.42 0.034 0.549 5.00 6.31 4.05 513.00 509.60 24 14.30% 15 24.45 17% 14.75 0.03 6.12 EX 101 EX 100 0.17 0.64 0.109 0.658 5.00 1 6.30 A 74 509.60 508.70 105 0.90% 18 9.74 49% 5.48 0.32 6.15 HYDRAULIC GRADE LINE CALCULATIONS - 10 YEAR INLET 0.8D+ INV (OUT) ACTUAL OUTLET WSE DESIGN OUTLET WSE De � Le 5(e H1 JUNCTION LOSS FINAL H INLET WSE F/L ELEV V. (8) He (9) Q; (10) V; (11) Q;V; (12) 2 V. Zg H; Angle He Hi Surface Runoff Factor? 1.3 Hr IS-1? 0.5 Hi (1) (2) (3) (4) (5) (6) (7) (13) (14) (15) (17) (18) (19) (20) (21) EX 101 509.90 509.90 509.90 18 4.74 105 0.0020 0.21 5.48 0.12 4.05 14.75 59.74 3.38 1.18 60 1.89 3.19 YES 4.15 YES 2.07 2.29 512.19 513.97 110 510.60 512.19 512.19 15 4.05 24 0.0039 0.09 14.75 0.84 2.64 3.86 10.19 0.23 0.08 30 0.08 1.01 NO 1.01 YES 0.50 0.60 512.78 516.43 111 514.10 512.78 514.10 15 1.28 65 0.0004 0.03 3.20 0.04 0.00 0.00 0.0 0.00 0.00 0 0.00 0.04 YES 0.05 NO 0.05 0.08 514.18 516.11 112 514.11 512.78 514.11 15 2.64 18 0.0017 0.03 3.86 0.06 1.49 3.33 4.96 0.17 0.06 60 0.10 0.21 YES 0.28 YES 0.14 0.17 514.28 517.51 113 514.30 514.28 514.30 15 1.49 96 0.0005 0.05 3.33 0.04 1.50 3.34 5.01 0.17 0.06 70 0.11 0.21 NO 0.21 YES 0.10 0.16 514.46 519.40 114 514.88 514.46 514.88 15 1.50 52 0.0005 0.03 3.34 0.04 1.29 3.20 4.13 0.16 0.06 50 0.08 0.18 YES 0.23 NO 0.23 0.26 515.14 519.67 115 515.24 515.14 515.24 15 1.29 58 0.0004 0.02 3.20 0.04 0.00 0.00 0.00 0.00 0.00 0 0.00 0.04 YES 0.05 1 YES 0.03 0.05 515.29 516.93 I- W O O m O Z O ro L N CIA " Q z> O U p LIJ Z Q O � O U_ p N n U Q Z 0' 00 r O Z N L0 = Q w Z ~ CD, 0 O O N c J � = Y WOf L OLd 0 3> a > - 1,f Q J O �: 00 o O r 7 "#4 i Ply RYA PERKINS LIC. No. 046565 12/23/ZOZD O 3 m ­- 0� U O N U U V) O� w p W NN = U I_�, Cn Q r m W Q N o m o N ¢ Z Z y w Y v ¢ F.Ki 0. U) Q A' 1 I IIL0 � I '� W U 0 _ J U U Z V Z ' ` z J2ow U�LrJ Z Z LU LU W��rz n/ C)LLJ V O v ' J CV t J � W m _J Q SHEET NUMBER CG-203 vi N 0 0 0 i E Y 0 r 0 0 0 s 3 N O L N L C N N O U N Q C O O S T v Y 0 0 a 0 0 0 D o Z c a o J � Z H r o _ r J ] O 3 > j J o Y N 3 L � n c E o 0 1 0 v y a r a v 0 U 0 J o o .E `o E a a a E I � 0 o v o o v c � E -6 m v n o I a F � a N � 3 U L J L C 3 N U O c � u � o v N O d J a J u Y U N Y n s O � � T U o v 0 � J v 0 c v � c V V ` c � � N n E o U 0 m E zN a � C i o r �n - o J - .v _ v L � C :J m 0 0 0 y O J m N W fl � L U y c 0 y n a L U L C y � r `a 0 E T m U o v � 0 L 1 ~ EXISTING FIRE HYDRANT - ASSEMBLY 0' ACSA WATERLINE & FIRE HYDRANT EASEMENT D.B. 1739 PG. 532 2" RPZ REDUCED PRESSURE - BACKFLOW PREVENTER 2" DOMESTIC WATER METER (1) 6"x4" TAPPING SLEEVE (1) 4" GATE VALVE (1) 4" THREADED PLUG WITH 2-- DOMESTIC SERVICE LINE / TOP=517.05 FL=510.40 I UTILITY QUANTITIES WATER QUANTITIES: 2.0" TYPE K COPPER WATER LINE 2" DOMESTIC WATER METER 2.0" BACKFLOW PREVENTER 2.0" CORP. STOP SEWER QUANTITIES: 6" PVC SANITARY SEWER 6" SANITARY SEWER CLEANOUT 100 APPROXIMATE LOCATION OF PROPOSED GAS SERVICE CONNECTION (CONTRACTOR TO Eg COORDINATE SERVICE WITH GAS COMPANY) /// / rL--1 Q BLDG CO 1 RIM: 519.68f60 F 31NV. 515.09 6" PVC W 11 LF OF 6" PVC ® 2, �O. C1 �a L �j m RIM: 5Q INV: 514.85 6" CO 4=/RIM: 519.00_ 38 L OF PVC ® 2.0INV: 513.83 6' PVC- 6" In I OWS1- CO 2 RIM: 519.15 INV: 514.06 6" PVC 5;\\\ ( / � 35 LF OF 6" PVC 0 \ �OP>c515.90 NV IN 507.00 S SS EXISTING 6" DI WATERLINE � �c�\%OU506.75 _ -- OP=512.85 RIM: 518.94 INV: 513.75 6" PVC O\ M OWS2- RIM: 518.78 INV: 513.65 6" PVC �F SS LF OF 6" PVC ® 7, lobINiW- IN IN(15)=507.50 BM #2 _...._ _ DI WATERLINE IN IN(18)=508.70// / NORTHEAST 1�IV OUT=507.40 CORNER OF DI M M M � ElEV=512.83 M M 52.32 FL=0 FL56.30 188 LF 1 EA. 1 EA. 1 EA. 182 LF 10 EA. SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) UTILITY NOTES 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. 3. INSTALLATION OF A KNOX BOX IS REQUIRED. CONTRACTOR TO COORDINATE BOX LOCATION WITH THE FIRE MARSHAL'S OFFICE. I I BM #1 I SO. CUT ON I LIGHT POLE BASE ELEV=520.71 -SEE BUILDING PLANS FOR SANITARY CONNECTION �I J BLDG CO 2 BLDG CO 3 RIM: 519.66 RIM: 515. 9 INV 515.09 6 - PVC INV: 5106" PVC i 12 LF OF 6° PVC ®1 12 LF OF 6" PVC 02. -4 LF OF 6" PVC ® 2.08% CO 7 1000 GALLON RIM: 518.99 OIL/WATER SEPARATOR INV: 514.84 6" PVC (SEE CU-501 FOR DETAILS) WATER RECLAMATION TANKS \�5 LF OF 6" PVC ® 6.42% (DESIGN BY OTHERS) (TYP. OF 3) `3 RIM: 518.69 NJ 188 LF OF 2" SCH. 80 PVC RI INV- 513.33 6" PVC DOMESTIC WATERLINE Jf CO 5S. RIM: 518.45 28 LF OF 6" PVC ® 7.84% INV: 512.19 6" PVC CONTRACTOR TO VERIFY CO 6 LOCATION OF EXISTING RIM: 518.04 SANITARY SEWER LATERAL '^ INV: 509.96 V/ CONTRACTOR TO VERIFY _ - - - - LOCATION OF EXISTING SANITARY SEWER LATERAL �- ss�- 4 SS Ss -OP= 514.47 FL=509.60 mr SEE BUILDING PLANS FOR DOMESTIC WATERLINE CONNECTION APPROXIMATE LOCATION OF PROPOSED F ELECTRIC SERVICE CONNECTION (CONTRACTOR TO COORDINATE SERVICE WITH ELECTRIC COMPANY) I m PROPOSED ROUTE OF ELECTRIC SERVICE 0 4 C------�-- EXISTING 8" PVC � - - - - - - - - - - SANITARY SEWER LINE TOP�518.08 SS SS S FL=f13.10 SS SS SS 1 FORTUNE PARK ROAD (50' R/W) D.B. 1643 PG. 643 e � 9 y�0 R �FR 15'RCP TOP=517.79 m FL=514.45 TOP= 516.41 FL=511.95 20' ACSA SANITARY SEWER EASEMENT D.B. 1482 PG. 105 D.B. 1739 PG. 532 GRAPHIC SCALE IN FEET 0 10 20 40 0 N 0 NN 0 w cn m w a 0 z 0 w z l O r) N N U Q z> O o w z � a o = U_ p NOOf n U Q IZ O r] af 0 O r 0 / \ Z N Lo = Q ~ CD} d 0 N N J � = r W 1' ZLd o O � d - Y Q J O � 00 N J OO � O 0 rl r�j #4 i 'ly RYA . PERKINS LIC. No. 046565 12/23/2020 0 3 m Ir U U M rl� L'jp wN Ln � I_ cn Q m m a Q N o m o Q �_ N W ¢ z z ¢ y w Y v Z V Z ' ` z J2ow U�LrJ Z O Z Lu W W���z [if W I_ n/ c)V O v ' LLJ J NM Q w m J Q SHEET NUMBER CU-101 U c N 0 0 a" a 0 C 0 s T T Y 0 T 0 0 0 3 L N C 0 0 Q 0 0 S T v Y n 0 0 3 a U n o J Q � 0 � o > o - N J O 0 n m I y � 3 o L 3 C � Ov i E U Q y s 0 O O u N C 0 E 6 n o Q a I E O C L O � O O N C Ec N � n I � 0 � a v � a O 3 m L C U � L N 3 O I � c �o >v J N O d J j y a u Y ti m n u E m a Sl n 0 N V T D c � o a, V � v c y c V V u N � I_ N 0 U O O � c v J E Q � - C � c 0 J � - c � L V n � C :J m 0 0 O y 0 J 21 N w o ° � n y c 0 y n a m �u C 0 O L U L C y � r `a . o 0 U E Tl � U � o v � O L 1 ~ FOR ALL BENDS "Polito I rmr.>n,-m Eam1tIG11601 I �r 11I.u.�. 11r,1 LL 1 v 1�' � ilkflr.l ! I '--k]rrlar �i aua► T-s: ['i1�.To fAoodilf i��ba 1 ' ('II'Ilinlri h�IJ�1-,IIw1 rt•1n-_ IYr'_1_ 14111)W l- 1 I,IL '21t •N 1- :vi CAM. -%Y- DE RVF'f 1 ti 1-1-1 ---a; UI--c 1-Tcl-4 11Cu)l,zljj"Cr4cSj J �••ull3'rotnu•ru._'�-��nl-T I. 111(G1."CDI'r tt )I sStLt >,li �1F �S��„!_x 1 li�ly„1 •1ft-1 lull !n).t dLL.1CTI%;oo1Dt11L'. ) 1.hTl Va•Iq.�u ('i 1411,;I1.1� I.1 ttiY'11' U?1 c3l, 4-67D C'tlbL�1111lit ti :1r7v111'1 111-6111 1*. ILI X. -r'- t •N•VI - 111-t1 ollo,-ffie; 1 Amp 4 j'1 I de' N11(01,1) I'lRl( 11.1 A% f111 Rit a�Y)t 1'A , I 1 1,111 .aul.rn 110JJ1. '.11 to Ihr•u 1.6 .,, to. • 4H !"plsdll 11m il. '. 4411ra. -I JAI f .c 1v1Y.ITrr (/srti.�,l i11��7ITiTfG17TFli A1101•f I"-`fIB\� t illy-�� 1�'f(�LiC 111fU/_IIfWU_T ♦Nt:nl 11I 111 : 69, RF _� "1• 1 - Y1 {'�a_�<)rlly lam.. - SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF(FEET) CU.YD. CU.YD. Oulu L H T L I H T 90 2.50 2.50 101 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.68 3.16 3.21 0.48 B" 45 221/2 266 1.66 266 216 2.77 289 0.26 0.13 3.16 2.91 266 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 3.33 3.58 295 0.43 3.83 4.00 283 Q32 221/2 2.33 2.58 286 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. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE &SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 • Gql l 7• b• 1 M.J. GATE VALVE WATER •d II h I I d Il h• UNE 2500 P.S.I. CONCRETE '•8 A 2'x 2' BEARING AREA. THRUST BLOCK •: 4 d e A' 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-3 TD-9 it =9WO"114t" llmlrl(wWllW/Nlvly .fM11/1� i.•�1N1• •, rv. JIL1wI111►• A<'Y�Irnh ;L•- IITITw/ 0011 •ilnh.- 1 JoAr. ul_ +I,n1 ty1•Wll l .Bin-mv I rr.l lwr. I in, 11u,I, w11 _11 •�r11N111T1 bIr►YHIIPs41)Cv1�l vt'rl 41-01 a ilea ,nnb•1 Inwl1'W1 Lnjrn.(rvl,ra- I�ml.11 +lulult .. u.r 1140146 4 uu, i'nn•1 1aJI.4 N%,1•A VI.1•t var 4-14 No. -If 45.4 1 "coc �i►11'/ Tel GI• 1Ni411A,IIN IIIr1D111i/ aw.04ia(v444ll n►Ani - I - , ilffr 1.g1111V4h1 FI'I,T) :)d• .� awrn 111�rUur4nu y1r ' 1DT►+:r�1J1AlU1Do1NC.101� �__ L► • � / • � �• � a �i�11M lu 1/1�111 VARIES VALVE BOX TO METER BOX (SEE FIG. W-6A THRU WJ-7E). S'• VARIES -2" COPPER M.J. FITTING WATER MAIN 4" DIP 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATEVALVEWILLBE4' UNLESSOTHERWISE SPECIFIED BYTHEACSA • SERVICE LINE TO CONNECTAT MAIN WITH X"x4" TEE. • REFER TO FIG.W-3 FOR THRUST BLOCXOETAILS ON TEE. • REFERTO RG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR DOLTS. • USE 25W P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C zilU. E /EIUE i METER SIZE;5EMNSION A DIMENS' BC OIMENSIDN 1/& 3'1' S'0'3'1' 5'D'O' M N.4' ' IN. 12' MIN. ' GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. DOOR HINGES ----- - - - - ------T I I I I I I I I I I I I I I LIFT HANDLE L•---------------- TYPICAL METER VAULT N.T.S. FIG. W-7A TD-14 9, 0„ 24" MANHOLE 1' 6" FRAME & COVERS 1' 6" (MH-5900-F) UD w d. BOOT FOR,,: _ _ :'. 4" HDPE 4" PIPE IN PIPE OUT L� w/BOOT L 4, 6„ 5,000 PSI REINFORCED PLAN VIEW CONCRETE STRUCTURE DESIGNED FOR FRAME &COVERS MAXIMUM 8 FT OF COVER (MH-5900-F) RISERS VAULT REINFORCED' TO GRADE FOR H2O LOADING �BY OTHERS 00 .•, .. , .. , , , IF - 4„ VENT _....BLOGKOU.T.... ' ...... - BOOT FOR 00 - 11 4" HOPE 4" PIPE IN FLOWPORT ' PIPE OUT w/BOOT INLET PIPING BY ONSITE EcoLine-I CONTRACTOR 4" THICK ' 50 GPM Ut CONCRETE _.: w/SPILL CON BAFFLE WALL VALVE 6" ,m. 1 IT FROL r SECTION VIEW NOTES: 1. VAULT SHIPPED IN ONE PIECE WEIGHING APPROX. 19,000 LBS. 2. RISERS TO GRADE NOT INCLUDED 3. MANHOLE FRAME & COVERS SHIPPED LOOSE FOR INSTALLATION BY THE CONTRACTOR 4. INLET TEE BAFFLE PROVIDED & INSTALLED BY THE CONTRACTOR CLEAR FL C C SCALE: NONE DATE: 2010 DWG: OWS-50 GPM TJ-1000 BY C P & P 50 GPM OIL/WATER SEPARATOR CONCR(800) 648 PRECAST, LLC w/SPILL CONTROL VALVE (TJ-1000) SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ INITS, TOP VIEW 3' DIAME-IER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' 1LUMINUM ACCESS 4ATCH -- O 6" MIN. I' 17.5 -I 5' WL 4 . •' .d: (ZL5' FOR COMPOUND METER) a f w _I �- 3r a77id a.: • (225- FOR COMPOUND METER) 1B YIN. ,1 . • I••/-17.5'- �l '• Ir M.=LTWIMNGNUT 44' UN. 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 40 . MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE B". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FlG. W-7C ID-16 } m CD N o I-- N o CD W z O m Z O L N N " U Q O 6 U p Z Q O o=cc0 U p cn cc Q z 0 0 O r p Z N �p = Q Z U) CD, Of O U)� J 1- cl�W 1' ZO } � - � Y Q J O � o O N J J OO � O O RYA PERKINS LIC. No. 046565 12/23/ZOZD O 3 m � m U U M O� p LLJ N In O 4 ~ cn Q } m a< N o m o Q �_ N W ¢ Z ZCD ¢ y w Y v UJ O O U J < Z V Z ' ` Z J T. O w Z z Lij W0LL,�w W� >- z O (�I'''�) V O V v ' LLJ J t'J � w m J Q SHEET NUMBER CU-501 Plotted By:McCray, Stephen Sheet Set:Kho Layout:CU-502 UTILITY PROFILES December 22, 2020 06:21:23pm K:\RIC_CIV\113414 - Green Clean\010 - Seminole Trail - Ablemarle County\CAD\Plan Sheets\CU-502 UTILITY CALCULATIONS & DETAILS.dw 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. N (A (A m + O N Of m O ED v of 0X0 z Z>0 m?-0 nor ADD Oxz O 520.1 BLDG CO 1 o519.68 RIM: 519.68 O I INV OUT: 515.09 6" PVC CO 1 (n RIM: 519.60 00 INV IN: 514.85 6° PVC 0 I INV OUT: 514.85 6" PVC m W � m r x ^� CZ N U J 0 �Z ^ N ® M O O N O aD m co O C 0) on CO 2 r RIM: 519.15 z INV IN: 514.06 6" PVC rn 0 INV OUT: 514.06 6" PVC O 0 ci Ln m W ® 0 A N D 4 m CO 3 RIM: 518.69 INV IN: 513.33 6" PVC INV IN: 513.33 6" PVC INV OUT: 513.33 6" PVC Cn CA Cn (n (n N O N Of O O O N N + 0 CIDm N r O m O 46 O m J 't c U1 + rn oAo \ m < ZDO BLDG CO 2 rn > 0 � m RIM: 519.66 m, ° ® O A z INV OUT: 515.09 6" PVC Z j (n �m < 0 + 520.6 0 D "coCO 4 O 519.66 > o y ® RIM: 519.00 O - m � INV IN: 513.83 6" PVC 0 _ INV IN: 513.83 6" PVC C/) INV OUT: 513.83 6" PVC OWS1 INV IN: 513.75 6" PVC r OWS2 O INV OUT: 513.65 6" PVC v, N r O CO 3 0 m C1 V RIM: 518.69 Cj) Ali INV IN: 513.33 6" PVC < I INV IN: 513.33 6" PVC INV OUT: 513.33 6" PVC ® n c� v O z� rn N DO N O 10 00 mm 0 e9 '1 T m GO 5 rn RIM: 518.45 -1 INV IN: 512.19 6" PVC 0> A m INV OUT: 512.19 6" PVC D N ® < LnnM<� 0 mZ FA co ® AZ mL7 m - 0 CO 6 'y m r > RIM: 518.04 D to 0 o INV IN: 509.96 6" PVC xzDZ > zq O (A r�ZO N N CA 00 IN)C) O N m N N + O N O) mCID O v me Cn Omo ZNz ZDO m Z v BLDG CO 3 � a a RIM: 519.68 z A m INV OUT: 515.09 6" PVC O 0 519.68 CO 7 O RIM: 518.99 INV IN: 514.84 6" PVC C/) N INV OUT: 514.84 6" PVC om n I WATER REC 1 7- om = 0 > INV IN: 514.75 6" PVC 0 v of �mM 0 < �Om I Ox O ® O (n O O 1 I A to r M ' ® mr D O G% m mo mm0 e4 O O 0 m J O <z I WATER REC 2 INV OUT: 514.04 6" PVC n o 0 r � m 0 CO 4 '1 RIM: 519.00 0; INV IN: 513.83 6" PVC v INV IN: 513.83 6" PVC < INV OUT: 513.83 6" PVC N O OD O N 01 p � O O .Z1 D = 0= O 0 VERTICAL 29 N N O OD z r o N Py m r- z rt ml �-B 0 n = GREEN CLEAN 11 414010 N �� BID SET 02i10,20 113414010 O'�a PROJECT CO,�{�0 DATE m 12/23/2020 N 0 D Kolmley>>>Horn3290 WORTH XING x ,� z c}, � UTILITY PROFILES SALE AS SHOWN r �Am� x O m PREPARED FOR DESIGNED BY CBB O © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m GREEN �I C n AI A z 1700 WILLOW LAWN DR, SUITE 200, RICHMOND, VA 23230 N GREEN LC/1IV DRAWN BY STM '�r� (n .�:� PHONE: 804-673-3882 ALBEMARLE COUNTY VIRGINIA CHECKED BY RRP �C'R V1111� WWW.KIMLEY-HORN.COM No. REVISIONS DATE BY U c N N U U O m Q 0 0 T E Y 0 r 0 0 s 3 v 0 N U C N N O O ti a c 0 c `o S T v Y a n c 0 0 a 0 n 3 0 D � Z c Q o J c 1 o z = r J r I 3 J 0 U 3 c v aE 1 0 O 7 <� 0 c 0 0 O u J t `0 E 0 a 0 n a Q E c C a o — o O m O � c N o n v 0 I � a � o c 3 J L u L pCj 3 N 0 c m � u Cc 0 / N � O a � a Y U Y w n m E a D `U T v c 0 � v a ti V N v ti L n N E o U a, U C E J z Q N J C i o Z o L=9 c v J v _ L T J c 0 0 O y O c J m N fl � L U y c 0 n a C 0 O L U L C y O r `a 0 0 E T m U o v � O L 1 ~ NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FORM 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. / / / 0' ACSA WATERLINE & FIRE HYDRANT EASEMENT / D.B. 1739 PG. 532 / / / I/ GENERAL NOTES 1. PHOTOMETRIC PLANS ARE PROVIDED FOR INFORMATION PURPOSES ONLY. 2. MEP CONTRACTOR TO PROVIDE LIGHTING SYSTEM DESIGN. INCLUDING JUNCTION BOXES, CONDUITS AND CONDUCTOR SIZE. 3. SOURCE OF POWER FOR LIGHTING TO BE CONFIRMED BY MEP. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR SERVICE LIGHTING NOTES: 1. SEE SHEET CL-501 FOR FIXTURE AND LIGHT DETAILS 2. NEW POLES AND FIXTURES TO BE INSTALLED AS SHOWN. SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) /� O OZ 0 i 000 r., 0% �®((�..,(O�y0 0 ® 0 ���" .0 �?�?//�/..0+� .° ° ° ° •° •� ® OZ o0 s 2 0 ° ° O 0 J T O ° °O OZ 02 0 9 8 S 00 O ° 0 ° '' w �� O O 1 e 0 \2 20) O O O 0 O 2 06 09 '13 O �y O O 1 8 Z(Yy� 0 , .8 ® .0 11 O 0 O 0 2 tP 6 �i `r B '2 0 O / 0 S 0 O�' A 0� 1 ' dam— 8 2) •p s r-�� Or--B1 hl 6 ® 0 �}' 9 ® 0oA 2 ` B "' W I P 8 I � x 71 0 00L J 6 P° 0 0 VVVVV'''V'���I F '1 ^r o Z 1 8 S Z Z2 9 2\ of 1 S P 1 P6 G1 99 10 S B p 2 0 0 :0[. S6 m1 6 b6 1PQ Q 0 S 6 P . J 8 0 Q 9 _ S A 1 ° P6 PO 20 22 2 220 s .P �?6 a 2 , 6 O P 2 'S A ®� O TS S6 o 0 2 u; P/ P P P 0 A '6 2d 2 0 S 0 1 PP PZ P S 2 2 T S 06 P Z o 2 (Lg 0 ZO 0 6 1 .2 s /�122 p9 20 6 ___° A✓ P P 0 0 y ID 1.61 f O 70 \\�\� o d _ ---- — ®�— o 0 Z ° f ° °— ° . 0 0 0 0 0 0 0 _ _0 e \ �@ w o IO 'O O ° '0 1 .0 •0 00 VARIABLE WIDTH FORTUNE PARK ROAD ° O STORM DRAIN EASEMENT 0 0 0 D.B. 1643 PG. 641 (PLAT) (50' R/W o D.B. 1463 PG. 477 D.B. 1643 PG) 643 0 I J 20' ACSA SANITARY SEWER EASEMENT D.B. 1482 PG. 105 — — — — D.B. 1739 PG. 532 VARIABL STORM DRAI LUMINAIRE SCHEDULE SYMBOL LABEL QUANTITY ARRANGEMENT DESCRIPTION MANUFACTURER HEIGHT LAMP WATTS LIGHTING LOSS FACTOR A 6 SINGLE ECF-S-48L-1A-WW-G2-4-HIS-BK GARDCO 14'-0" LED 160W 1.0 [� B 3 SINGLE LPW-32-70-WW-G3-4-BK STONCO 9'-01, LED 65W 1.0 MOUNTING NOTE: TOTAL HEIGHT OF POLE MOUNTED FIXTURE TO BE 14' INCLUDING BASE. THIS HEIGHT IS BELOW THE REQUIRED MAXIMUM OF 20'. LIGHTING CALCULATIONS AREA ILLUMINANCE-AVG. MAX (FC.) MIN (FC.) AVG/MIN MAX/MIN PARKING AREA 5.0 18.5 0.2 25.2 92.5 PROPERTY LINE 0.05 0.4 0.0 N.A N.A �O ti GRAPHIC SCALE IN FEET 0 10 20 40 } m Q N w O � N � 0 LLJ O ccn N 0 m > w —1 l l l l l l z l O M LN N U Q O C6 U1 p � Z Q O � 0(-) � p _ N cc U Q Z o z O r p Z Z N O = Q Z U) O } d O N N J � =cl� W 1' ZLd } p O � � d — Y Q J O � 00 N J o O rl F O 3 m � U U M � �0 wN cn � ~ � Q 'm m a p N o m o Q �_ N W ¢ Z Z ¢ y w Y v cj Z V Z ' ` z J20w U��c) Z Z Lu Lu W��rz N O u U v ' LLJ J CV < Q w m J Q SHEET NUMBER CL-101 U C 0 N 0 u O PI ¢" 0 C T E Y 0 i n O F, .3 0 L 1 Uy w 0 U 0 ¢ 73 c I E Y n c O 3 0 o J no Q 0 - o w c �U D C Z o 0 = N D 0O J y 0 G Z) n v I J `) 3 0 .. 0 0 0 s L .. Y) 3 C O C T W E I Q UO J m i C 3 O p J 0 m 0 L C 0 m 0 D m ¢ a 0 E 0 U C - 0 0 O O C N E 0 v n Y 0 0 0 a 5 m _ C me 0 O 0 3 J C L 0 U 0 L j 3 I 0 C m 7 U no � o J m N 0 J d Y D a Y �­ , E m a 0 Z) :E n V w T Z) 0 `0 Z) V 0 C 0 V C_ ,l me V .- ,_ N 0 U n 5 E m , N Q 0 O E) C m J 0 w C n C D 0 Z on T0 c m J W L D U I '• _IC �)m 0 3 a N 0 C J m N G) 0 v L U y c 0 0 0 n .- 0 0 0 C 0 0 ,EU Y) m C y m s . iq Y) `0 L N O O J U . m E ]] n U o O m n ..N O L 1 ~ -Fatigue ' DS330 V va�St V valmont ' Valmont Resistantue DS330 - Fatigue Resistant Square Non -Tapered Steel Pole ]DtB STRUCTURES , Square • • • STRUCTURES • , _ SQUARE FLA P TOP PUSH CAP 2m SCHED RO PIPETENON Jab Name 1 Client Name: JW Narm: : OieM Name: N � JW Lautivr-tly. bale; QeAMtl By. OYe PmtlW: D3330 owta: :O®WmrAppmvat qw .FWL trcn-PIY 91ate' ICreamd By: hale pmapm: D3330 Quote: :CtalomerAppmvf: n: _ PoLE M4Y SE IXRILLEO TO ACCEPT SIDE MOUNTED uf'iF REQUIRED. 6W sDDARE POLE PUTS WRH WIRE EN TRANCE HOLE IDE3URRED] POLE SliAFr IT, --- � F - - - - - - I I I I I I I I 1 I ANCHORAGE DATA �� ANCHORAGE Anchor, ease Debit 1w• m - e Isma;ltaxa -- SPECIFICATIONS Tenon Top` from hot rolledwelded 55 K steel tubing of Pole Shall -The pole shall is minimum yield slengW of 55 KSI. one-piece LOOSWet On With a min nlum Pole To - A removable le 6 rounded of doll P r mou bale Po caP I P for P to reeN ng Irtg patterns for side -mount IUmmalre sire assemblies. For top mount Unllnalm and/or bracket Consul the factory. Consul the luminaire manufacturer for a ®M enctcle it 850Berl 8.25 0]50 O)5 x 17 00 e 0.00 150 li em •° Byp.I P,il ] 0.50'O50 0.25 0.8]50]5 1]00 ".00 [ uJ; S.ao H r.aa 1.0D n o0 t.lioo o ]5 X n Da,. a-.�rl J /', epY 5.00 ' T 11.00: 1.00 n.0o 1,00D Di5 x 1x 1].oti x 3 00 3 r ass j B 00 1 ] '12.00 1.00 125D 1.000 1,00 x 36.00 x 4 00 C [.r ] [5 I I I SQUARE POLE SHAFT P2 TENON DETAIL (OPTIONAL) CAP DETAIL (STANDARD Pale Cap - Plastic correct tenon size ordrill pattem. Other pole top options include pole cap only (PC)or rysl top (Pm) nsionis typical when the pole top tlielMrerlrmkhes the necessary Slip fit dIWB031003. m-Muscle DESIGNATION, LOAD AND DIMENSIONAL DATA 2-PIECE COVER provision a provided at with groundingly.Each Handhola - A reinforced f the pole from tire base end of the pole assembly. Each hantlhole an - t+rc� ..ram FINSHEDDTO C MATCH POLE easy embly.includes Cross Section easy to install, sech coop r i Swing Latch hantlhole ever assembly. U.S. Patent Swing Lake ever is fabricated from Bumble x5.00-beMte/ABS hantlhole. HBndholedimensions are nominal. O blend plastic. HAll Pole assemblies are Provided Withal.50"x5.00'rectangular ry�,--r,7re•I'�i {='"r Rfl3..^r�r '�,`r"'�� : ' ' -10-0 246 610 2es 595 148 ne 400 ADO n ]s 4000100 140 199 498 151 470 toe 293 400 4W 11 10 4.W a,, 140 19.9 498 t5t 3)8 1t] 293 400 400 it 100 4W01AD Ir-- f I I Te Base Cover -A two-piece full base cover fabricated from ASS plastic is sure sgYare provided with each pole assembly. Additional base cover options, including the dart square (2T)Best aluminum Cover, are available upon regUB6L Handh016 Anchor Botts • Anchor bolts conform to ASTM 11554 Grade 55 and are 11W, 15.9 39B 110 295 8.9 223 400 400 11 115 40001M few^ 125 315 9.2 230 6.] 168 _ 400 AM H 125 4000180 9fi 240 6] 16] 45 ISO 400 4,00 11 140 4000200 20 D ll] 443 127 363- 94 235 500 5,00 11 185 5000200 28_1 103 214 s35 182 _405_ 100 5,00 ] 265 5BDW200 - - vr` ` : �,y` A i-, £$ 5' Provided with two hex nuts and II flat washer,. Bolts have an'L' bend on one end ¢s and are gelvend a minimum of 12• on the threaded and. 4.8 ISO 16 IOU in 50 4 DO 4,00 11 1ia 4000250 25-0 10.e 270 >] ISO 54 135 400 4,00 ] 245 400W250 _ 96 245 63 157 37 150 500 500 11225 50002W MOUNTING HEIGHT FULL BASE COVER STANDARD 2 Hardware - All structural fasteners are galvanized high strength carbon steel. All non-structural fasten@ are galvanized Or zlno-plated Carbon steel or stainless steel. 135 463 113 333 95 238 RHO 500 ] 360 500w251 6.] 168 44 nor 26 65 400 400 ] 291 4DOW309 4_7 150 20 50 NIA N/A 500 5.Go 11 265 5000300 lane" 107 267 67 167 39 100 500 Soo ] 380 SD0w300 0,60"NUT 2WeX6.W= HOLDER FOR GROUNDING HANDHE01 RIM WITH COVER Finish - Standard finishes are either GaWanized(GV) or Finish Pointed (FP). 19.0_ 475 13.2 330 9.0 225 600__7 52G 6DOW300 Additional finish options including Finish Paint over Galvanizing (FPGV) or Full Base Cover any of the V-PRO'" Finish Coating Systems are available upon request. Sea (l 8... o the product ordering code far color options. _600 59 150 25 100 N;A N/A 5O0 500 - ] 440 s00wsso �" 12 n 310 z6 _190 42105 _6 00 6 Do ] DIO 6OOW350 4P-0° ]2 1 180 30 _ ]s NIA NIA - 600 LOU _] 605 6DOW400 i,-,. ll . ; �__ Design andaria-Please refen;nce Design Criteria Specification for appropriate design entlition6. mMnm ms_re.. 11 v 1 p I t Maarvmi EF,,^.ov= 1 - 1r n°zruu=mv uvp.- . ,r n0an1aere "° m° z si mre'reb.".., AI�Ph d..m. BoM ] BMaSbtlmmW ImY e�rMueM WNees EuebP [deaMting cep p .brerarlW p d.lm.,.IXe.r-,m � �THICKNESs d . �:: Z:, 71 PRODUCT ORDERING CODES ' fA• I _ =- Dart Square-2T (OPllonal) x.Na. •Consult factory On badin9 criteria for pole top mounted luminaires and/or bmekek. ORCLE SQUARE A�. T HOLEg 1'-8° REINFORCED HANDHOLE mI cO RMD 4-ANCHORBOLTS WITH THREADED END GALVANIZED tz'MIN EACH BOLT FURNISHED 2WITH 2FLAT HEX NUTS AND 2FLAT WASHERS, 11 n a 6 Ir- wma.-�- .. ®flifififialli® ' -. �= - „„a e„ow„ DMIaamrsellee Bmamml of Me-m Ddoin,®nD°GROUNDING at m=alGxpaw9o°aura M=(4)On,ti V IVA D5-a)Glnnea®Im'BZ] 08=(3)D @W ,W..6 Tenon0 DvykB P2=23B'oo x4'lemn P4=2.DPODx6•le:cn Ps=z 69'oO x4'mwn Pa=R88.OD x5•Mmn P]=z.Sa oox5-bwn PB- simeaPeaceMISPemvl Omer Oplom PC=Pole Cap 7F.1 cv-^'.now Gv =Galvanlzm minmmnrx=m mw solo EPW=FhMPW ]Mi]BI_Mtq BmMa DmromN6B .µpRo•MSywl LO-UCB=Bw®� •MPRO.3x8w&n ST..I ran ,y4•gp•m9yahm aT ...to. =ypp.Mgyp..: xTT EWwrOmn -4Pss•6y $G=sea Qp 8PM1 8L-3Mw DD-gem-Im3ywm Ec=s Down °]'wxD•lnelvMl IapNW POLE BASE AND HANDHOLE DETAIL DS330 POLED VALMONT INDUSTRIES, INC. 29800 mA STREET. PO BOX 38a-VALLEY. NE 88064 USA 800.626.fi888 VALMONTBTRULTU0.E6.LDM PL = FLAN Top (No Cap) ' LMOMTBTRUCTUREB.COM LMONTSTNUCTUIFEISC.. Site I :Area ECF-S EcoForm ECF-S EcoForm ECF-S EcoForm allwColporm If�x small small small Area luminaire Area luminaire Area luminaire Ee Form Aceeeeorbe (ordered aeperetey, Field)nateiled) 3000K LED Wattage area Lumen VNuea SOOOKLEDWattapeand Lumen WW.e Gable EcoForm Gan-2 combines economy with rkrmance in an LED area rub Y M g P P luminaire. Capable lre.EwWerin u toa now inacom compact. lounfic profile LED Iu dcwft EcoForm offers a new level of customer value. LED b m level of customer features an innovative retrofit arm kit, simplifying site conversions to LED by e.LM eliminating the need to tlrili atltlitlonel holes in most existing poles. Integral ryP. control systems available for further energy, Savings. Includes Service Tag. our tamp mY Innovative way to provide assistance throughout the life of the product. 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Can also be used with mesh network with an easy to use m. beeed Fords. you can comenMdy WO.D.pob>.avu«epaleadagWrmiudedwnheverylumine'mn. Rmne Pole ewow. monitoraM menage your lighting network remmey. Wlrelem Aeepter(RPAl requlmd Wr S-3s pale.. Expect Featum A Strait arm wmrole ban Gwmbinetlwiih enaenderoe. petlestflen, and nrklnB Oafap INS. When specified with Me retrofit arm RAM option. EwFonm ammleul ep (RAM) pa[ y lumimireeaawall, for e co etel c ec[ea outtloorsolulian.E u ee mP Y [nit 9 iPP Iss INI b to LED ellmine[In e r I I n I I ee aM concessions ls nmaW ewtoe a P Y g me wen matbnru oneewltM1 k9lem for 8-x6 mounOn MI Me.Neo euehable P B 8 B ppo w Y PU pee eaeuory poor p cc ill aflllln on mwtexlatl ee P w be hoxed ore nMl .Aiwa onel wnhremMa wn«e Is maYnma ee ..eu rmmlummNrem re ell iHerenaweu mounting . ea NDtathmm� fl.W mounm AR. IN its y I P Gle Orwell. RAM. 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B'% p 3]sPpAaN centres muOlw _ - _ ( EMOMm1 6Y '- 885aM 8T Psoq OutboeMlMR-HW sensor Ie.roeIll s mhm 88 pEZ7 Standard Arm (AR7 Rebpatern (RAM) drill PetlBm drill pattern Lentlde ante a1M:[ afpde Npob •- street sure :• o o •\ Curbllne 90° r� 290' Rouse Stle •• O O.•• eeHaw fienot eh of pob of wife lw _ WndneimwXh Luminaire wire 8ypa-ZAI •• PaPs-ep :••o o •'. swM sIw H.eS] _ Hwse Slw •, O O °•r a-lw elmml D:Accesam 0-[walmmin Ie.$U Ileathrou nbechm ngm 1 g PP B IYminelre(for aecanderytlimmin9 con[rols,b)O[MPM GnnO[baumtlwnM1 o0nr colnml oprene ' - A `� - I1wl Cheun Cantrm wmn.ree m awrcnme eMl Wnne two ( era[ecrcuns eantrolln arrvera shill sew mwn[I Permits _ ff`] uper.an.Becpen ofent. Not modules byummtwer= Iry fl- I leads an.Bemuspoan.Nmrmrengs. WwUsed wanmhe. oaMral w e . u options mvn: Scrponmor tem Malcolm. awnva a[a>e sow+ev Mel uminelfethManedlm MeluminNrwWcommunkemwlMeNmminB NetlenmyanvopHom ,al airs:St sane system Vn m controller fully mwith A dram el0mlb.... 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Roncompllent Leg and set functloyaities such as CHAD". dimming week and sche i le , wren not wwred wlM other control aptiem.BL-IMRI is mUopemtet in Me _ _ - __ _ SIUWlas is am11eble with motion response options In order W bring Me light Wllowlrquenlon:TMmetlonemmrlameWeco @M60%.WMnmMonlB p• Of beck.IW%whenmoV.nl.demctae.GnnotwupdwKnotMr..I dO ctetl by the PIR sensor, Me lumen ho mourns M fall waver/Ilght output. S or botewn• ime. adetm ml rYnmlonalKMe are available awn Dimming our.. P M 0 on minutes m°e 'full r WS uu..dfo u Pow. Bo onMak1. P chip Me BY He o- me be lmeud an the pale at M.O°pain[. Lumtmi nth OMlc Lumlmlrbotfil Opec ROmtve RqM a]0°J era Roube Lefc(BO°)ere ImPlledon Me LEFT hdmm.dontw RHSHmde SIdepoi of%le eoor ontrol antl mnnnWontoon BMS ryMeme, ..an.,allor we l,.a.amond bystem ew WMnno ma00n By 50%. to rmoffthe.e.Me 1. no aecomms Immodonionawon n theMewetuway 50%.m 50%MMenermel -bd. elnbllps.-mtMeontroivyacemcen 6e WUM on MCSluWlee monbn wattage webamnpnlllw.cam/eimwlm. mneLMw.t[ege retlY[InB Mellgnt lwel.IXMr dim army wtnnga ran be mng Me light MWmow PWMe DMming(CBrCMME/ Standard tllmmlp Prealm prwMM It different dimming belt am MEN [red. MIR Man also be done with provide Nxlblllty Ww M. mar, ownge Boob while OPU Micro light FSIR-100 WIfelwa Remote Prc,mmming Turn(mntecl Technical Support Mr levels aWng spue lnc dark Martin. Dimming pones mNen uee tdim mine eeand, }nelnfarmMlpnpemmealnthe dmumantlarotlnunaeae.mycommetcbloxer mddmnMMm wrtmany auawtl[narmnvett. 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Ideal for building perimeters and Corridors in addition to wall lighting m applications requiring strong lateral spacing and fo M pattern projection. am[ OMaringguide Example: LPW32.90-NW-G3-3-IM-PCB-BZ h Waltem L33dCMm/Oen 1NLNurbn E.... ry VW[pe LPW32 Io 0 0 0 0 LPW32 LyMP 32 'ITO NW NW -Da N lknew 3 Ti -- None no 120V LEOL r,G is, eOW 4DOOK]OM 4 rypea EW amryenry Betbry 208 �Well Sconce 606w1, Seasonal Peek'ae 240 24w W W-03 Wmr° White 277 27N 3000K m CRl Generation EBPwlya'mlleble WO 3417 34N 6owmnlan dw 40w ONV IM-27N(60/60xq xvu 347-OW /eo DhnMlgcenrrole Meuonm , Ph...Iq MI 0 0 0 0 FAw3 Field N MaawaeMar POB PMWwMrol Noels AgandmiM e3L•m°a mmH aK Black ,�. WH White 3N11 aL Bl level R Brave ran[wwl:tye.• our Dark Grey M6Y Medium Grry ML spea'ry getevil Manor ksiprRL(m:oc-aP Pray-R the costae costae color Mequly Rotor all Mr uhea rn uMel, Stocked luminalrea- OMMng guide Cwdp NYmbat Dpelpeen MUWPoak,Oly mP LPWffi-O3-i IPW32. 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NOTE envkon tee maablM LEOandddrorbkrenwe endlWdmmeummen[mMEe'°dma.KhMpnIY NOTSmsate may be reed mma laws of.m_ Bre me e.M=.)plmrms D= tft°nryar=onnp:vwm nooses Predicted lumen depreA on dare naenWm Hngdwenexlm.ru beep, IO.ALM O..m°mlem. cabal e,pulame nay par, due barred mpbitb prospe LA Ie Nepnd.B..when toy pmmrmence d -1. to TO%W 1111u umenem,u aekWebdpvlBNA]M31-n NW..LAee- ...Ilme...ILmwth°- U'.40°C I>2(IQ000 he. 1>34.00E1fidun 1.AM OptlCWdWtrtbUNOM BeeeaenV-M-Nw-a3n20-mmffil height 9M 2M 11 0 Os 1 -- D 3 2M 1M 0 - J 02 fd b6f - ?���_____, T 4MH 3MH 2MH IM 0 IM 21411 Bad 41411 AMR 3144 2MH 1MH 0 IM 2MH 3141 AM Paws T .4 tPWa2w.m M 11M'a220'nlw"Bugholl wnun9h m eft ton Bk Zoe B UR L]x 30n NultlpllM 1.14 111por 10.78 Makephor p.m. Irod 1. tIrWM-L Prp - We p 2af3 LPW32 LytePro LED large wall sconce General Da ri tion P Dimming Control0P bona LytePrond LED entptfwnwice. a Atllwtrble Wattpewlect«iFAW3, Equipped Wth cmus to meeconce t MenLPW3xm everM anUnas d 1..moeN,.enscommwenereymrNe.11 Me in new Here! eMn9emmettle to tmarairtyc=rn ...laud. Th.desi 9. wwmpMrep eumcewe..o The IFtions. ref, laminiire iume outpyt and light To htmdmd. cornea nolovet meh hurt P e P p applications. ,.ad ]-b.. orwhenpowerunbeaie lame output toestimate OMputeirad.0 Chadused throionaowrmcace, Mackay a made Mletheh Backsurface,ype actin haduciemon iHlelumen mtUse mauctiw iml cos welred.Cmm[be uaetlwnh o[Mrro,rbol with In.IwmelYmm.Im npYap. ]wpsNl'..m mNl.bl..an-a0=k -Mock onoumut pptlpn tmptlpnrwmmw. mMlpure6av n-dry quick ship) Housing Die-tuthousmeheusesbmhthoUDenddrimreuemblles.Devgn Inco ort mnln retedhmt WkMmulmlae Memel rbrmence P ug p and reliability, Room Is conobnrne,rooR, wher linesbb arbnlnteBelamended no hook=finoeet d.CignrorwymgWlMac. Mounting Easy Interlocking hook and mount Mueieg/bsckplNe dmIgn for eery Installation Mounts ever9fi Vocueonel)-bkm and single Bong Mtchbkasor=enwalnmlylee dWeur c. Enaumpropereups pre I WrgasMVeeelinE ILI hareWwrfece IPReting wW im wwa=wrrw•/6M OO.I m.prtmentle InG,sure Motion R.pona• Options LED BOBM area ARBy, BI-Leml lM.rent MmbnR_peme raw: Metton w.p .moduleM mounted Integral W Iumlmlre, factory pro-prpmmmed W 5096rimming Provide m W 114 M/W in LPNd2 at the MMm bawl. Standard color when m: ordered with Omer enrol aprons. BL Is mt/operatic In temp le 4000K ar WOOK-I- 250K..[.. 70 C81. me folo'wle, fashion: The mduarensor A ... ..mu Shoals. Ek .1 When motion k AMNbad by Me PIS ones. the luminelm returns W full OrlLoremalenq(>90%auMeN).1'10-2]Nend 94Y48pVeWllaale. der/light output Damming u lam is Factory Net to 50%with 6arm.- orfich AllddnreamMMD.bb.Head rep .-40°C(40°F)to 40°C p04°R IsddefauOlt In •Pml Paveres,priorhen Motdimion response sego Wiawem hWVn by mkthe p Ndtage W 50%.Be 5 to 0so Vhenorml =eMmreducmthe sack to y O en comple circuit romeHen Interest promotion W 6KV P P WP P ( A] wa[[ae 50%[o E09E of coneunt erewCln Me 0 by wettp B floHBcam IHM P Beside LOMaed.This ut is amen owtleR-10Marenttl mmn B B B M B mtOe preMHen2.46 SurgeANSWEeatbn deNwtmted In RAIM,accordance Program required. TMemnebowwnewKM1FSI pport forder0WlrelmeRemom with ExposurelOk A0kAwn" ormsfoEE 624t2ramed. lGtporyC Programming iml(mnuct TxM g ):InfrredNature High othrolra IDkVAOndweMordance Lln COREMdUMoftitrel IMund Melton Rpwnbl Ynpa orlow#3 OMMownRmrund and NeutrNn Mr LED accordance wIM CORE s D ale Mowl Inm redou module is available web semen lane NS 0MRI3)is goi area. $ xkWan fart 1.1IOWe WmmeNm mdblDaeCVI=al Pet Y APP for mounting M1N M1bu Wx0'wKM1e40'tllemet«coven earee.3m Immunity High Nst lws110kV/tOYA.B P B theme BeBar eprmlmata awmmn wttafm: Wtlng9 Mee L,Il m mmwa Product Is GERua listed suitable Man Vent Lowelom Suitable for _ ,._rbumOgrrom-IO°Cto 40°C (-40°FW104°FL Design Lights T" �'��^ camaraumm vueuFetl , Finleh f Each lunimin rewNm a face and Whision.%test.MMro tloel 1. 411,1 N applied. thermNn MUmm tr =idelim murem roic tB urd pP ey pol,..r powwrc=at flnl.h Emergency Option a 1. fir 11 E. r e r e Em.ry.nay B.tbry sa=kup(E : Emugmry Mtmry peaks lnolutletl integral W May luminaire. elleiulB for a cons mM lack between Warranty emergency am non-emer,mr, luminNree. A aep.rne enure mount LPW321umineirm, Me LED«rap, and the drivers ere ell toenail bye ury o bm Is notre0 uB . EBP M suitable for um In ambient 5- er llmlFetlwertan .9eewww.Nla try.wm n MvrrenHeafarenelle. r• ry term p..W.ecandwom hour MCf-3I, to a0°Cp ... ay.,d on 60W diiImmeonly, aspect AD powdedayInveeaecwwrytlrWM withdimi0 ImmediatelyaspectACepowebanos.ewerbmireireFar e mmlmum N BO minutes from Ma time power le loot AveNale with 12pQ771. or'UNV'oniY. ­ LLJ (n 0 m W H a 0 (n Z U (n W - I I I I I I I Z O ho N n N U ¢ z , (n p LIJ H Z ¢ O :2_ O U� C)C) N _ n U ¢ I Z O n of 0 O Ir- O Z N LO = Z __ O� } OfDO J O U) :2 _ cl W 1' 0 LLJ O � � a- 1,f ¢ J O �: 00 N J o� O O h 0 m O O U LU O r0 LLJ`V = O � ~ �, (n Q } m Q(N O m ED = \ N � 3 Y ¢ n ¢ w A O O U � a W 0 Z = J Z W " J = U Z 0� WO W O N�y� M ou I1 SHEET NUMBER CL-501 I- Z D O U LLJ J Q LLJ m J Q U t w 0 0 a 0 C 0 T E Y 0 T 0 0 0 3 m 0 L 0 U O N Q 0 0 T v Y n c 0 0 a � o O 0 z Q J O 1 9 q Z p N Z Q OM J � 1 0 �v 1 3 m o � s a) 3 n w o E 0 � o Q r C C 0 O J u t 0 0 `0 E n o Q a I 0 C 0 0 m o D E" v I o a C �a U �9 O 3 N .. J L �2 L N � t o C �W U o > N 0 � o I° CI Y � y ti m n E N 0 V a v C p o U � W J 'V v � c N y ry U N > E " m0 U N c: z= Q n J � 1 :a Z � _ a Z Q c 1 v L l C :J m 0 0 O y O J .2' N W 0 L n y c 0 N y n a w C N O L U n a, 5 C N r `a �s 0 0 J U C C N T n U O O N 0 N A� PLANT SCHEDULE LARGE SHADE TREE QTY BOTANICAL NAME COMMON NAME AR 4 Acer rubrum 'Red Sunset' Red Sunset Maple Strong central leader GS 6 Gleditsia triacanthos inermis 'Shademaster' TM Shademaster Locust 12' HT MIN, Strong central leader UA 6 Ulmus americans 'Princeton' American Elm Strong central leader EVERGREEN SHRUBS QTY BOTANICAL NAME COMMON NAME CONT CAL/HT B & B 3.5"Cal B & B 2.5"Cal CONT HEIGHT KEY PLAN LEGEND MICE 6 Myrica cerifera Wax Myrtle Cont. 24" HT MIN Uniform; Dense; Full to the ground GRAPHIC SCALE IN FEET Po 15 Prunus laurocerasus Otto Luyken' Otto Luyken Cherry Laurel Cont. 'Lp� 0 10 20 40 >1ti ORNAMENTAL GRASSES QTY BOTANICAL NAME COMMON NAME CONT HEIGHT Ps 25 Panicum virgatum 'Shenandoah' Switch Grass 1 gal GENERAL LANDSCAPING NOTES 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 4. BOTH PROPOSED AND EXISTING LANDSCAPING PLANTS AND TREES ADJACENT TO SITE DISTANCE TRIANGLE NEED TO BE MAINTAINED BETWEEN 2 AND 7 FEED ABOVE GROUND AS CLEAR ZONE. I SEMINOLE TRAIL U. S. ROUTE 29 I (VARIABLE WIDTH R/W) P. 0. B. 6 G ROD 41 °24'45" X FND. 82. - - - - �N46° '45' E GS ROD / n�. - \'V�v�Y ��v :v �v • `� v+ 7- :. ®�v ®® iC:�n - SET O FND. ' / �i'� • � v�V ®mom® - - - - EXISTING SHRUB TO �\ kol (TYP.) MULCH BED LINE REMAIN (TYP.) EXISTING TREE TO ` / _ ® EXISTING TREE TO REMAIN (TYP.) SOD (TYP.) v, REMAIN (TYP.) �C\�-. '� r 25 @® W titNj I p Ps oa of L 0j 10 / Po X Q D F ---- Qa -� FIRST CITIZENS BANK &TRUST COMPANY 2 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ) ADDRESS: 1815 FORTUNE PARK ROAD PARCEL ID: 046134-00-00-001D1 v .d UAL ZONED: HIGHWAY COMMERCIAL 1 � Q AR ACSA WA ERLINE ` / 1 SS AR 6 ROCK MULCH (TYP.) ROCK MULCH(TYP.) o o FIRE HY RANT I EASEM NT 6 I. 1739 PG. 532 D / W W W W) o ` AR ss / MCE 16j \ ( 4q ILA \ '� (TYP) ET ® R : ❑ ❑ ❑.:..�.. ❑ ' ❑ r ❑ Oil. / S0D (TYP) J < / TOP=517.05 EXISTING SHRUB TO • - 4 REMAIN TYP.) ® _� - .. .. ' ... ... .. S w SS SS SS ""S MULCH BED LINE (TYP.) EXISTING TREE TO \� ®� REMAIN (TYP.) ]TOP. 1 0 �S\ NV IN Z.OD�- �sbG,SR�ET - --- \ 538,5R 38 _$1381 _S„RCP f- Q OP=514.47 OP=512.85 FL=509.60 N IN(15)=507.50 BM #2 EXISTINGSHRUB TO MULCH BED LINE (TYP.) q IN IN(18)=508.70NORTHEAST REMAIN (TYP.) WI TOP=�17.79 *V OUT=507.40 CORNER OF DI SIUKM urtrlli� EASEMENT FORTUNE PARK ROAD 15°RCP FL=514.45 2 ELEV=512.83 D.B. 1643 PG. 641 (PLAT) _ - a D.B. 14�77 _ D.B. 1643 PG. 643 _ TOP=516.46 J Q FL=511.95 20' ACSA SANITAR SEWER EASEMENT D.B. 1482 PG. 105 TOP=512.32 Ui� _ _ - - D.B. 1739 PG. 532 VARIABLE TH FL=506.30 - - - - - STORM DRAIN EAS T \ - B. 1643 PG. 641 (PLAfil) \ \ 1 \ \ ` PARKING LOT LANDSCAPING KEY PLAN SCALE: 1" = 50'-0" I y Ovy6 O 0;�,�OwO O - 6yW�0 OvyO O O,v O_c;Q00000• . p �• a � >' s �... 1 ��, •eee11 1� LANDSCAPE REQUIREMENTS AND CALCULATIONS PER ALBEMARLE COUNTY CODE AND ARCHITECTURAL REVIEW BOARD DESIGN GUIDELINES: REQUIRED LANDSCAPING: SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED SITE AREA: 47,057 SF X 10% = 4,708 SF CANOPY REQUIRED: 4,708 SF EXISTING CANOPY: 4,840 SF CANOPY PROVIDED: 4.968 SF TOTAL CANOPY PROVIDED: 9,808 SF PARKING LANDSCAPE (32.7.9.6): 5% OF PARKING PAVED AREA. 15,240 SF X .05 = 762 SF REQUIRED: 762 SF OF LANDSCAPED AREA PROVIDED: 811 SF OF LANDSCAPED AREA LARGE SHADE TREES (2.5" CAL.) 19 PARKING SPACES (19 / 10 = 1.9) REQUIRED: 2 LARGE SHADE TREES - - - PROVIDED: 3 LARGE SHADE TREES LARGE STREET TREE (2.5" CAL.) - 50' O.0 & SHRUBS 5' O.C. WORTH CROSSING 150 LF OF FRONTAGE/50 = 3 TREES 150 LF OF FRONTAGE/5 - 30 SHRUBS REQUIRED: 3 LARGE SHADE TREES & 30 SHRUBS EXISTING: 2 LARGE SHADE TREES & 41 SHRUBS PROVIDED: 2 LARGE SHADE TREE FORTUNE PARK ROAD 210 LF OF FRONTAGE/50 = 4.2 TREES 210 LF OF FRONTAGE/5 = 42 SHRUBS REQUIRED: 5 LARGE SHADE TREES & 42 SHRUBS EXISTING: 2 LARGE SHADE TREES & 73 SHRUBS PROVIDED: 4 LARGE SHADE TREES DUMPSTER ENCLOSURE TO BE SCREENED WITH 6 EVERGREEN SHRUBS. ENTRANCE CORRIDOR OVERLAY: LARGE SHADE STREET TREE (3.5" CAL.) - 35' O.C. W/ INTERSPERSED ORNAMENTALS (6' HT.) & SHRUBS 5' O.C. SEMINOLE TRAIL 205 LF OF FRONTAGE/35 = 5.86 TREES 205 LF OF FRONTAGE/5 = 41 SHRUBS REQUIRED: 6 LARGE SHADE TREES W/ VARIABLE ORNAMENTALS & 41 SHRUBS EXISTING: 1 LARGE SHADE TREE W/ 4 ORNAMENTALS & 65 SHRUBS PROVIDED: 6 LARGE SHADE TREES Comfy of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ® Trees to be saved; ® Limits of clearing (outside dripline oftrees to be saved); ® Location and type ofprotective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or laureling beyond the limits of clearing. 2. Marietta.: M All mess to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a Comfy Inspector. 3. Prc Cmad actim Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Etuipm m Operation and Storage: ® Heavy equipment, vehicular traffic and storage ofconstmctim materials including and shall not be permitted within the driplmes oftroes to be saved. 5. Soil Erosion and Stormwater Detention Devices: m Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permte d within 100 feet ofthe dripline oftrees to be saved. 7. Toxic Materials: M Toxic materials shall not be stared within 100 feet of the dripline effaces to be saved. 8. Protective Fencing: ® Trees m be retained within 40 feet ate proposed budding or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a Comfy Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a nee to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Waits: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall he provided; and a crrsnuction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as Far away from the trunks effaces as possible. Tunneling under a large one shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Clete M Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: Cl Damaged faces shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PU RCHASE R SIGNATURE (DATE) 511106 Page 1 of 1 m O o LLJ N� 0 w z cn O m > 01 -1 l l l l l l z l 0 to LN N U Q O U) U p l- z Q O = O U_ U N n U Q z O r7 0 O t o Z N tp = Z ~ CD} 0 U) O Nct� n J � = r W 1' ZO o d - 3: Y Q J O � 00 N J O O T, BBIE D. ROACH LiC. No. 1870 Z/23/ZdLO z. z m a_ U 0 0 N O m U cn D- 6, �0 w� � �`�~�� m m a < N Q o m o Q �_ W w z z y Q (C'^) z CD i Z Q _z X Uu��ZZ �WI LU �zwJ2o LLI WLu >- /'►/ O (D O U N CM W m Q SHEET NUMBER CP-101 U C N N ° U 0 -o 0 0 i E Y 0 r 0 0 0 L 3 0 N 0 3 0 a �° Q a a Q T v E � Y z C Z o z o Q a J ° 0 5 ° n ° I c 1 0 � o � N � r L � /) O o w i y U 3 J � 0 C 3 o " J v E a0 U o E n c Q I ° _ v U 2 c _o 0 c o E o a n E I � � o �o m C N O � m C � m a a I y 3 U i r > 3 J Q I° Y c m Y U v ° E v n o v V 2 O :- ^, U n � L 0 �i V T L 0 0 n � E U e m v n Q D 0 Z Q c v E Z m z C z ° z ° Q v L n Y 0 0 o y O J m N w o ° L n y c 0 y n a C � o L U L C y � r `a 0 0 U C N E ,o U � o v � 0 L 1 ~ GENERAL 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 @ 1-800-552-7001 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 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 LANDSCAPE ARCHITECT. G. CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE DETAILS, AND AS INDICATED IN THE LANDSCAPE SPECIFICATIONS. H. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. I. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. J. ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY DEFORMITIES, DISEASES, OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR DISFIGURED/ CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, INSECT DAMAGE, ETC., ARE NOT ACCEPTABLE AND WILL BE REJECTED. K. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE PLANT LIST AS MULTI -STEM. L. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY SHOVEL EDGING. NO EDGE SHALL BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. M. PLANTING BEDS SHALL RECEIVE 3" OF DARK, SHREDDED HARDWOOD MULCH THROUGHOUT. ORANGE AND/ OR RED MULCH IS NOT ACCEPTABLE. N. ALL AREAS ON PLANS NOT INDICATED TO RECEIVE SOD PLANTING, PAVEMENT, OR HARDSCAPE WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED WITH FESCUE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. SEE SEEDING NOTES THIS SHEET. 0. PLANT MATERIALS SHOWN ON PLANS ARE A GRAPHIC REPRESENTATION ONLY. CONTRACTOR SHALL PERFORM ALL LANDSCAPE INSTALLATION ON THE SUBJECT PROPERTY, AND NOT ON ADJACENT PROPERTIES, UNLESS OTHERWISE DIRECTED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. ROOTBALLS OF SHRUBS AND TREES SHALL BE PLANTED, IN THEIR ENTIRETY, WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY. P. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES, UNLESS OTHERWISE DIRECTED BY THE CIVIL ENGINEER. Q. QUANTITY TAKE -OFFS INDICATED ON THE PLANTING SCHEDULE ARE FOR CONVENIENCE ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE SCHEDULE, THE GRAPHIC REPRESENTATION IN THE PLANS SHALL DICTATE. R. ALL LANDSCAPED AND LAWN AREAS ARE TO BE IRRIGATED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TURNKEY DESIGN BUILD IRRIGATION SYSTEM AS PART OF THE BASE BID FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE AN IRRIGATION PLAN AND PRODUCT CUT SHEETS FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO BEGINNING WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING IRRIGATION SLEEVING AS SHOWN ON THE LANDSCAPE PLAN PRIOR TO INSTALLATION OF PAVING MATERIALS. S. ALL MULCHED BEDS SHALL HAVE AN APPROVED GEO-TEXTILE WEED BARRIER INSTALLED PER THE PLANTING DETAILS . PRODUCT SPECIFICATION SHEETS SHALL BE SUBMITTED TO THE OWNER OR OWNERS REPRESENTATIVE PRIOR TO ORDERING MATERIAL. PERFORMANCE SPECIFICATION I. PLANTS A. General 1. Live healthy plants free of dead branches and parts 2. Free of disease, insect, injury and damage 3. Unbroken, intact, dense and solid rootballs and containers, without cracks, flat sides or previously repaired damage. 4. Free of girdling roots or rootbound/circling container conditions 5. Plants of consistent in growth habit and healthy character 6. Free of compromising growth conditions such as weak crotch connections, crossed branches, snags and scars 7. Point of origin growing location within 100 miles of project site 8. Graded, standards, caliper, sizes and stock consistent with ANSI Z60.1, American Standard for Nursery Stock most current edition 9. Species identified consistent with Hortus Third: Concise Diction of Plants Cultivated in the United States and Canada most current edition and Manual of Woodv Plants: Their Identification Ornamental Characteristics, Culture, Propagation and Uses , most current edition 10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans B. Trees: 1. Deciduous Single Trunk a. Full, straight and upright with consistent symmetrical natural branching pattern throughout b. Branching Height -seven (7) feet to lowest branch in two years unless otherwise required by local jurisdiction 2. Deciduous Multi -Trunk a. Full and upright with straight consistent symmetrical natural branching pattern throughout b. Canes evenly spaced and of similar growth habit c. Free of suckers and extraneous branching 3. Evergreen Single -Trunk a. Full and upright with continuous symmetrical dense natural habit b. Clear branching height twelve (12) inches above top of rootball c. Free of suckers and extraneous branching d. Do not shear or otherwise prune to shape plantings C. Evergreen and Deciduous Shrubs 1. Full, dense and naturally symmetrical. 2. Consistent with container and/or balled and burlapped size 3. Free of suckers and extraneous branching 4. Do not shear or otherwise prune or shape plantings D. Evergreen and Deciduous Groundcover 1. Full and dense in pots or flats E. Perennials and Seasonal Color 1. Full and dense in pots or flats F. Turf Grass 1. Subgrade a. Soil Mix-10% Compost, 90% topsoil by volume b. Preparation -loosen subgrade to a minimum depth of four (4) inches. Remove all non -natural materials including litter, stones, sticks and all items greater than % inch in any dimension c. Preparation -spread soil mix at a depth of four (4) inches continuously to meet grade elevations shown on drawings. Allow for thickness of sod when applicable 2. Grass Sod a. Install not longer than twenty-four (24) hours from harvest b. Grass bed not less than two (2) inches in continuous thickness c. 100% continuous live sod coverage after first growing season and at end of warranty period. d. Of uniform non -varying density and continuous texture quality capable of growth and development immediately upon installation. Weed and noxious plant free e. Stagger installation rows and place aligned parallel to contours f. Fill joints solidly with planting bed preparation soil g. Provide anchor pins at twenty-four (24) inches on center for slopes greater than 4:1 3. Grass Seed a. Mix approved by the Landscape Architect b. Provide first and new of year seed crops in mix free of weed seeds and deleterious matter c. Provide seed mix not greater than 15% annual or perennial rye d. Coverage 85% continuous coverage live stand after first growing season and at end of warranty e. Replacement or overseeding mixes consistent with original application/installation f. Provide erosion blankets or other slope retention methods as noted on drawings II. Materials and Appurtenances A. Testing 1. Materials testing information/certificates/dated labels shall be current to the project and performed/certified not greater than 120 calendar previous days from current date of submittal for review B. Top Soil 1. Neutral Ph balance 5.5 -7.5. Friable and containing 2.0-5.0% organic matter by dry weight. Continuously free of non -soil items such as stones, debris, sticks, trash, and deleterious matter greater than % inch in any direction. Clay content shall not exceed 25%.Gravel content shall not exceed 10%. Silt shall not exceed 25% C. Use of Existing Topsoil 1. Existing topsoil on -site may be repurposed with prior Owner approval. Contractor shall provide soil testing and additive program that demonstrates consistent performance and characteristics and composition as identified herein. Owner shall approve soil testing and soil amendmentladditive methods and procedures D. Shredded Hardwood Mulch 1. 100% organic shredded first year hardwood free of deleterious matter, rock, gravel and weed seed. Neutral Ph balance 5.5-7.5 E. Composted Pine Bark Fines 1. 100% organic ground pine bark with no particle dimension greater than 3/.-inch and no greater than 10% wood content F. Compost Ph 1. Balanced 5.0-8.5 mature, stable and weed free produced by natural aerobic decomposition. Free of visible contaminants and toxic substances. Not greater than 5% sand, silt, clay or rock by dry weight. Consistent with US -EPA CFR Title 40 Part 503 Standards for Class A biosolids G. Compost Testing 1. Prior to delivery on -site, the following items are required for approval by Owner: Feedstock percentage in final compost product; statement that the products meets federal, state and local health safety requirements 2. Provide copy of lab analysis less than 120 calendar days old verifying that the product meets described physical requirements; chemical contaminants; Ph; physical contaminants; biological contaminants (including a statement that fecal coliform and salmonella testing and results comply with requirements of the US Composting Council Seal of Testing approval programs H. Planting Mix 1. 85% topsoil and 15% Compost I. Fertilizer 1. Granular 10% nitrogen, 6% Phosphorous, 4% Potassium granular form with 50% Nitrogen in organic form. Product and Material Safety Data as approved by Owner J. Herbicide 1. Product and Material Safety Data as approved by Owner K. Water 1. Potable only unless otherwise approved by Owner L. Hardwood Stakes 1. 2 x 2 x 48 inch square of sound hardwood, painted flat black on all sides M. Tree Ties 1. Villa Non -Abrasive Rubber Tree Ties or approved equal N. Filter Fabric 1. Mirafi 140-N or approved equal Ill. Execution A. Site Conditions 1. Inspect site and notify Owner in writing of acceptance with indication that project conditions are acceptable P fY 9P 1 P are suitable to proceed with work. Notify Owner of any existing damage and/or other conflicting conditions. 2. Do not proceed with work until unsatisfactory conditions have been satisfactorily remedied. Notify Owner of acceptance prior to commencement of work. 3. Notify Owner in writing of any conditions that may preclude successful completion of work including items such as coordination with other trades, incomplete work, drainage, soil temperature and/or composition, access to storage/work areas, damage to conditions, etc. 4. Notify Owner in writing immediately of any items that may influence work schedule, timing of tasks, materials delivery and/or installation and warranty responsibilities. 5. Coordinate and cooperate with other trades working in and adjacent to work areas. Examine drawings of other trades which show development of the entire project and become familiar with the scope of required work by others. B. Planting Seasons Recommended seasons are a general guide based on historical climatic data and typical performance of plantings, and which vary dependent on project -specific environmental conditions. Due to construction schedules, recommended planting seasons may/may not coincide with request(s) for certificate of occupancy for projects. Coordination of planting installation and seasons shall be reviewed with Owner on an individual project basis. 1. Deciduous and Evergreen Shrubs a. Install/plant between March 15 and June 15 and/or September 15 and November 30 3. Perennials a. Install/plant between March 15 and June 15 and/or September 15 and November 30 4. Spring Flowering Bulbs a. Install/plant between September 15 and December 15 5. Seasonal Annuals a. Install/plant in season per approved schedule 6. Turf Grass a. Install/plant between March 15 and May 15 and/or September 15 and November 30 b. Do not install/plant seed or sod turf grass areas when ambient air temperature is below forty (40) degrees Fahrenheit, or forecast for a twelve (12) hour period after completion of work 7. No Plant Installation a. Do not install plantings or turf grass between June 15 and September 15, without approval by Owner C. Positioning & Location of Plantings 1. Position plants to show the most -prominent and well -formed face to most -public view 2. Field locate plants and location/spacing/dimension of planting beds on project site prior to beginning installation 3. Verify location of individual plants and plant beds prior to beginning installation. Do not proceed without Owner approval D. Implementation 1. Pursue work continuously without delay or interruption until completion unless notified otherwise by Owner 2. Provide project submittals ahead of commencement of work. Landscape Architect requires a minimum of ten (10) working days from date of receipt for review of submittals and response to Owner and Contractor. Plan accordingly for procurement of materials 3. Continuously update implementation schedule and notify Owner of progress. Delays related to material availability are not cause for non -completion of scheduled delivery of work 4. Report delays due to weather or site conditions immediately upon finding. Provide recommendation for remedy of schedule delays. Do not work, place or modify frozen soil 5. Report delays due to extraordinary natural or other conditions beyond control of Contractor E. Clean Up 1. Remove trash, debris and work materials from site prior to request for substantial completion. Thoroughly clean surfaces impacted by work including building, parking areas, roadways, sidewalks, signs, lights, site furnishings, etc. 2. Repair any damage to existing conditions that occurred during execution of work. 3. All clean-up and demobilization procedures shall be performed to satisfaction of the Owner and Landscape Architect. PREVAILING WIND DECIDUOUS TREE PLANTING NOT TO SCALE SHRUB PLANTING NOT TO SCALE } m Q N w N � 0 LLJ 0 Cn N 0 m > w %LLEADER d z 'E NURSERY STAKE o LN N U Q 3RAISIVE RUBBER TIES. O Co (3)) TWO INCH TREE STAKES. w z a 0 L 6" AWAY FROM EDGE OF THE = N )ALL STAKE LOCATION SHALL NOT 0 C) cc 0 ERE WITH PERMANENT BRANCHES. of CC) r z 3 SHALL BE PAINTED BLACK PRIOR Q TALLATION. A 0 0 of r- 0 Z N Lo = a TO MULCHING, LIGHTLY TAMP SOIL Z ~ o w LU ID THE ROOT BALL IN 6" LIFTS TO of Z 0 N 0 TREE. DO NOT OVER -COMPACT. THE PLANTING HOLE HAS BEEN ck Z Y LLED 00 a- - 3 Y Q NED SOIL. TURN THE SOIL TO J E COMPACTION TO THE AREA AND NN 3 SHOWN. 0 0 :R OF MULCH. Ou ON TOP OF ROOT BALL SHALL NOT ■ D 0 0 r, FINISHED GRADE. EXISTING SOIL. _ - . my SCARIFY SIDES OF PLANTING PIT TOP OF ROOT BALL SHALL BE FLUSH WITH I FINISHED GRADE. �S BOTTOM OF ROOT BALL RESTS ON O � EXISTING OR RECOMPACTING SOIL. ROBBIE D. ROACH LiC. No. 1870 SET SHRUB AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3) - V CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL NOTE: SHRUBS INSTALLED IN CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED O � m H m U O N U U M O� wp w� Ln 0 ~ Cn Q } m a 0 N o m o Q �_ N W ¢ Z Z ¢ y w Y v U) W U) OJ Z Q (D W Z_ 0 Z Z J a_ Z V Z ' ` z J2ow U��c) Z z LU W��(LLD, W���z � n/ O V O v ' LLJ J CV Q t'J � w m J Q SHEET NUMBER CP-501