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HomeMy WebLinkAboutWPO202100011 Plan - VSMP 2021-06-24U c 0 0 N Q C O C O S T N E Y O T L 3 N 0 L c N N O U 0 N N Q U O `o T v Y d C 0 0 a ° v c o D N N O W s ° Y J `3 U O Q 3 C N ° Y E U cC N 0 1 L Q o ° 0 c � 0 0 n of E v n c Q o I ° N N U 3 v m -o o� c v �o v v n n N I 3 U +' J L U � s 0 3 N 0 j O o v j u I 0 N � O h a n >� I� � a Y s Y O E 0 0 n v � N� n � � N y v U u v � N � C Q � N � c = C � O Y `^ U c :J v `J L i r Q C J N W 0 a °N O � J � y N o� Y c 0 � N n n N C Y U n N � 3 .. v �s O o U .% � v m U D O O L 1 ~ PROJECT CONTACT LIST APPLICANT/DEVELOPER GREEN CLEAN AUTO WASH, 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 & PLANNERS W+ 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 PLANNING/ZONING PLANNING COMMISSION 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (804) 677-0463 CONTACT: COREY CLAYBORNE 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 VSMP PLAN FOR ALBEMARLE, VIRGINIA RIVANNA MAGISTERIAL DISTRICT 'q i ROJECT LOCATION ///I _TUNE PARK ROAD STATE ROUTE 1722 VICINITY MAP SCALE1 " = 500' ov; i SHEET INDEX SHEET NUMBER SHEET TITLE CA-100 COVER SHEET CA-101 GEN ERAL NOTES CV-101 EXISTING CONDITIONS CV-102 DEMOLITION PLAN CE-100 INTERIM EROSION AND SEDIMENTCONTROL PLAN AND PPP EXHIBIT CE-101 EROSION AND SEDIMENTCONTROL PLAN CE-501 EROSION AND SEDIMENT CONTROL NOTES AN D NARRATIVE CE-502 EROSION AND SEDIMENT CONTROL DETAILS CS-101 SITE PLAN CS-501 SITE DETAILS CS-502 SITE DETAILS CG-101 GRADING PLAN CG-102 DRAINAGE MAP CG-103 STORMWATER QUALITYAND QUANTITY PLAN CG-201 STORMWATER PROFILES CG-202 STORMWATER CALCULATIONS & DETAILS CP-101 PLANTING PLAN CP-501 PLANTING NOTES AND DETAILS TOTAL NUMBER OF SHEETS: 18 APPROVED by the Albemarle County Community Developpment Department Date 6/24/21 PROJECT DATA WP0202100011 LLJ SITE STATISTICS PARCELID: 046B4-00-00-001D0 SITE ADDRESS: 3290 WORTH CROSSING ZONED: HIGHWAY COMMERCIAL MAGISTERIAL DISTRICT: RIVANNA APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRIDOR AIRPORT IMPACT AREA STEEP SLOPES -MANAGED 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: 0.57AC. (53%) STEEP SLOPES: EXISTING LANDSCAPING TO REMAIN; NO DISTURBANCE PROPOSED FLOOD ZONE: THIS PROPERTY APPEARSTO LIE IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY - PANEL NUMBER 51003CO140D EFFECTIVE DATE: FEBRUARY 4, 2005 WATER: ACSA SEWER: ACSA SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BYJENNING STEPHENSON, P.C. ON OCTOBER 15, 2020 DATUM: HORIZONTAL CONTROL BASED UPON VIRGINIASTATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983 THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988 LATITUDE: 38742"N LONGITUDE: 78'26'19"W RECEIVING WATER(S): SOUTH FORK RIVANNA RIVER VAHU6CODE: JR08 BUILDING SETBACKS FRONT: 10' (SEMINOLE TRAIL) 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 COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT w z mCIO w 01 IIII11If O M N LM M N U Q Z> O Ld Z O U = N 0 U N O N CC CC) U a z o r 0 0 0 o 'D Q Ld I z U) o w 7 c J O U1 � _ cl� W Y W Y J E O O N J O 0 i RYA PERKINS LiC. No. 046565 0 /61=1 . U N w 0 OI 0 o \ cn > 07 > a- ¢0 Q m m Q o W o W Z Z y Y O a v a w (U!l O O U I— w W 2 U) 0. W O U Z Z QLU J = U� w O mow 0./ Q N Q LL O J 0U LL tZ wLI LLU X SHEET NUMBER CA-100 r z 0 U W J o' a w m J Q U c N N O U a 0 `o I v E Y 0 T a 0 L_ 3 a N N 0 a -o 0 0 T E a 0 0 a 0 3 c D o � C it O z N Z I `o J s Q Y o Z C 3 o Q L m E I1 u c o o v i r Q C > o v c o J . o v d - n o a aEi E n Q C I ° 0 U � t 3 o C � E o n ^� n I v U 3 C L N 3 J C o o w I � � o � v o a > n Iw z n Y s E `o 0 N 7 o ti n `w N w u s � N N Q C W n E .7 C_ Z C J o Q U r o ,J Z � V � v L I .• Q C J N W 0 a oN O � J � y N O � L U Y c 0 n a v � v v o Y u n � L v y � 3 �L .v 00 E n O L Z ~ 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. 8. 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 O N w N 0 0 vwi _o clo 0 m > 01 l l l l l l z l O r N rM N U Q z � OLd Ui o z O U = N � 0 U N O N CC CC) U a Iz o r o 0 0 o Q Ld I Z ~ zt O W 7 c J O U1 � _ W Y w O - J 3 a Y J 00 N J J U - O � ■ O o RYA PERKINS LiC. No. 046565 0 161 =1 z m :E m O U N wO O = �O N Ln m� (n > mm r � ¢0 Q m Q o w o Y O < w < _ Ul O O U W W 0 Z J rA�r' I..L W Z rW V Z LL Z Z Q X J of z U � LU Z Lu Lu W 3:o_ LL] z O fn V 0 U / 0-) Ld J N Q M w m J Q SHEET NUMBER CA-101 U C N N O U O m Q 0 `o I T Y O T a 0 L_ 3 v 0 L 0 a v 0 0 T v Y T � o o n a zo c 0 � c z o =� o 7 0 z N `v n X � y o �v I 3 J � Y O v 3 N � C C p E E 1 u QN r C O 3 o w J L � p ` E N n n ° Q E I C p O 0 C � v E� I °o v O n � N O C 3 O :J L u c s 0 3 L 0 I u n� n C O O :J a I :J n Y u a v E p `o N n 0 o C V w V � ti v v L L Q 0 zZ � c v 5 z 0 'J C J C o Z v J X 'v J v L > C J � v 0 a O m O � J � O � Y � 0 n a v C N O n � 5 v y � 3 n s .v p o E m U � p O L Z ~ / / a: W2 a; m �1 / 0' ACSA WA ERLINE & FIRE HY RANT EASEM NT / D.B. 1739 PG. 532 / / TOP=517.05 / FL=510.40 I 1 9 II SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) OD � tC vC _� E� _S i^`2�+_4 S �Tt i5 `i txr ci uij2,��_ .� LrS lei CURVE TABLE CURVE LENGTH RADIUS I DELTA ITANGENT CHORD 13EARINGI CHORD Cl 133.38 325.00 23'30'53" 1 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 1 75'31'49" 1 27.11 NO3-38'51"E 42.87 LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS 99.91 ROD SET ROD - - FN D. - 52S \518 \ 7OP=517.67 --COULD\ ' R0525 NOT ACCESS R / / / I �/ Slg ' _ SQ. CUT ON LIGHT POLE BAS -520- TOP=519.95 FL=514.25 - 'Sig, TOP-518.47 \ \ FL=515.30 ELEV7-520 71 520/ I sTER i -520 -•519-- -� -/ FIRST CITIZENS BANK & TRUST COMPANY ADDRESS: 1815 FORTUNE PARK ROAD PARCEL ID: 046B4-00-00-001D1 ZONED: HIGHWAY COMMERCIAL Cy - -- -�----�R(1� ` �[ c r� �_ 18"RCP 513 S38 58"NL- =\ - '=512.85 - 15=507.50 BM #2 UTT=5007 400CORNER REOFTDI VARIABLE WIDTH ELEV=512.83 STORM DRAIN EASEMENT D.B. 1643 PG. 641 (PLAT) ern - D.B. 14�77 Q 7 / FL=509.60 s - 13.40 - - f5 CPP518 %/ - 517- - _ SS SS J �-516_a- �$1$ C1 FORTUNE PARK ROAD �- (5"/ DB 16 _______I_ \ -TOP=srs. I I FL-515.30 _ T PJ518.08 SS- �� SS S FL- 13.10 5"RCP TOP=t17.79 FL=514.45 \ I 43 PG. 643 TOP=516.46 j 20' ACSA S IAN TAR FL=511.95 SEWER EASEMENT \ D.B. 1482 PG. 105 D.B. 1739 PG. 532 VARIABLE TH _ STORM DRAIN EASE T B. 1643 PG. 641 (PLA \ LEGEND a DECIDUOUS TREE Q SHRUB • BOLLARD HANDICAP PARKING/RAMP BENCHMARK ® CLEANOUT ® ELECTRIC METER AC HVAC UNIT EV ELECTRIC VAULT cV CABLE VAULT TP TELEPHONE PEDESTAL SIGN FIRE HYDRANT wv pQ WATER VALVE ® WATER METER ® GRATE INLET DRAINAGE MANHOLE O SANITARY MANHOLE * LIGHT POLE GRAPHIC SCALE IN FEET 0 10 20 40 ALTA/NSPS LAND TITLL' SURVEY OF z x o >. 080 ACRL'S OF LAND LOCA77 ON THE k SOUTH LIME OF SL'WMOLE TRAIL KENNETH R. BLAYLOCK, 1R.Z Lic. NO. 2833 '- 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 w PHONE -804-545-6235 LAND SURVEYORS FAX- 804-545-6259 & PLANNERS J.N. 20-667 m m O N w O � � N 0 w z cn O clo 0 m > w 01 O ro N M N U Q Z % O o Ld Z o U = N 0 U N O N Y CC) U a Iz o r o 0 O O Q Ld I z U) o w 7 c J O U1 � _ cl� W Y w O O <a Y J 00 N J O O U w � wo N o O cn > m > a- Q 6 m Q Z Z Y O w _ U Ul O O U z Crl Z Z Q X J of Z Lu UC) O Z Lu w LLI >- W L � z O V 0 U / 0-) ) LLJ J N Q M w m J Q SHEET NUMBER CV-101 U c 0 0 a 0 `o T E Y O T a 0 L_ 3 v a 0 c 0 0 Q 0 `o T v Y T d c 0 0 a 0 3 0 Zc Q J i o z N 0 J .L, � o U 3 > o J Y� � C E n � 00 � r J c 0 0 C 0 0 J � d o n � o n E Q I o 0 `o - m 3 m v o � c L � v N `o n a v I a � N O � 3 c y� 0 L v u :J s 3 N O 0 L „ U � I u C � O h N o FL j n JI � y u 0 a Y v E O � T � T V o n o c ti v u T L r � Q o C z E J � 1 N C z 7 C J N y L r > c J N W 0 a oN O � J � y N O � L U Y � 0 n a v �u C N O L U n � L v y � 3 L .v 0 0 J .. E n U J O or Z ~ I(3) EXISTING SHRUBS TO BE REMOVED C\,? �O3a. J d- � A 0' ACSA WA ERLINE & FIRE HY RANT EASEM NT D.B. 1739 PG. 532 EXISTING CG-9D t_ ENTRANCE TO REMAIN '\ I IL EXISTING WATER METER AND ET SERVICE LATERAL TO BE REMOVED AND ABANDONED AT MAIN TOP=517.05 _ , 0. B. 6 'D SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) ROD 82.21' FFND. 0 EXISTING STORM � TOP=517.67 EXISTING SIGN TO BE REMOVED COULD NOT ACCESS TO BE REMOVED EXISTING LIGHT TO BE REMOVED EXISTING TREES AROUND BUILDING TO BE REMOVED (TYP.) P /4 / EXISTING LIGHT 7 TO BE REMOVED m EXISTING STORM STRUCTURE TO BE REMOVED TOP=519.95 FL=514.25 EXISTING STORM PIPE TO BE REMOVED i n � C� #3290 1 STORY BRICK F.F.=521.00 1.080 ACRES P P P P P � C CUT EXISTING SIDEWALK AT NEAREST JOINT EXISTING STORM PIPE--_'�,o (4) EXISTING SHRUBS TO BE REMOVED 00c') TO BE REMOVED FL=510.40 O \ EXISTING LIGHT TO BE REMOVED m EXISTING 4" SANITARY SEWER LATERAL TO BE ABANDONED AND CAPPED AT SEWER MAIN co cq TOP=518.47 EXISTING STORM PIPE FL=515.30 TO BE REMOVED A (3) EXISTING SHRUBS TO BE REMOVED 5 "E _ 99.91' ROD ROD EXISTING LIGHT TO BE REMOVED 50. CUT ON LIGHT POLE BA ELEV=520.71 �V@� ® SET - - FND. 1 /® EXISTING SHRUBS AROUND ®sty e BUILDING TO BE REMOVED (TYP.) ® 0 "" V�? EXISTING BUILDING TO BE REMOVED G' / P Flo 0 ' ® FIRST CITIZENS BANK & TRUST COMPANY ADDRESS: 1815 FORTUNE PARK ROAD PARCEL ID 1 Y COMMERCIAL ZONED: HIGHWAY 101 1Z V DUMPSTER ' �® PAD / ,LIMITS OF DISTURBANCE EXISTING STORM PIPE I TO BE REMOVED `v EXISTING INLET TOP EXISTING LIGHT TO BE REMOVED TO BE REPLACED \ (SEE SHEET CG-101) I } 13 0 N = 1 5 - 15'CP t� - - - _ EXISTING STORM STRUCTURE - /_ --T�P=5T8 TO BE REMOVED EXISTING STORM STRUCTURE si- - - - O FL=515.30 c A EXISTING LIGHT e T11 15 .08 - - - TO BE REMOVED �� " TO BE REMOVED �' 1� S F - Pc V�oU- f5-R-GD--------SET - cn CC CC CC S SS L-i13.10 SS SS JJ ®s a _ (4)REXISEMOVED SHRUBS TO _ -i- "RCP EXISTING STORM TO REMAIN C7 OP=514.47 =512.85 FL=509.60 EXISTING CG-9D (15)=507.50 BM #2 ENTRANCE TO REMAIN pp Fy (18)=508.70/ NORTHEAST VARIABLE WIDTH (2) EXISTING SHRUBS TO TOP=�17.79 BUT=507.40 CORNER OF DI STORM DRAIN EASEMENT BE REMOVED FORTUNE PARK ROAD O 15"RCP FL=514.45 ELEV=512.83 D.B. 1643 PG. 641 (PLAT) �v) D.B. 14 77 - D B 16433PG. 643 _ TOP=516.46 \ J FL=511.95 lb� 20' ACSA SANITAR SEWER EASEMENT 7� D.B. 1482 PG. 105 cc-9 _ _ _ - - D.B. 1739 PG. 532 VARIABLE TH � - STORM DRAIN EAS T � B. 1643 PG. 641 (PLA \ C-9) I f 1 m NOTES: m 0 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 0 ~ ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE N p DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR 0 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 LL zz PROPOSED STORM SYSTEM INSTALLATION. clo 0 m > 5. CONTRACTOR TO CONFIRM ALL EXISTING SANITARY SEWER INVERTS PRIOR TO w _ PROPOSED SEWER INSTALLATION. 0_1 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. LEGEND: UTILITIES TO BE REMOVED -/////////- II LIMITS OF DISTURBANCE = I I GRAPHIC SCALE IN FEET 0 10 20 40 o 0 N IM N U > >LJ OZ vi o Z O U = N 0 U N O N CC CC) U a Iz o r 0 0 o Q z ~ o w 7 c J O U1 � _ cl� W Y w o O < D Y J E 00 N J o 0 r RYA PERKINIS LiC. No. 046565 Oa /61=1 . U N w 0 O N O cn > mm > � ¢0 Q m Q _ \ o o y W Z Z Y O a v a w (U!l O O U z LL Z Z Q X J of z U � Lu Z Lu LL] LuL � z c)V O / rnLd ) -1N Q Ld m J Q SHEET NUMBER CV-102 ]] C x � N O Z N Z N w a Z U Q O z Q `o J = Z I J N U E — Y Z 0 J T z it o 0 w 0 L_ � 3 Z v Q � Z o L n N 0 6 y C � O z a I � it c `o `n = I N v m E n y c O T o j o a 0 0 c 0 0 o � ;J c 0 0 0 0 E o N n ° Q I c v o 3 N 0 C 0 s E 3 n.. C I v 0 � v o r :J c 0 c v J o v 0 h E > ° `0 Y � 3 v Y � E 0 0 p n a n 3 U .. u ti s U 3 v o T„ c Q� C O — N n0 0 = a x w n a z Q t z 0 Q J Z c 0 J O w Y m z c :J c v z' u LI v n o z Q c v z E � 2 n Z C Y ' w c > v Y 0 it — c z � L � C J N W 0 a oN O � J � y N O � L U Y � 0 n a v �0 c N 0 L U n N L v y � 3 L .v 0 0' J .. � o E L 0 0 O L Z ~ rJ L' / SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) �1 p 526 - - - - - - - - - - -----52 -ROD �_ y------/ ROD FND. FND. N�i"24'4!5 E_ _ 82.21' — _ 46°42�45"E _ — 522- 523 _ _ - L _ - \ �5` - - - 521--- - 558519� - 1-� �524. ! / 52C ROD � % / ® O \ � � `Sze -/ 525 1P BM #1 � 51g SQ. CUT ON _ LIGHT POLE BAS ELEV=_20.71 52O_ P P m PROPOSED LOCATION OF O Il SANITARY FACILITIES�yrt Cy x-520 ^ /G)�7� __- — 520— — PROPOSED LOCATION OF SOLID / NON -HAZARDOUS WASTE DUMPSTER O � 1 � �S � �'� � .S �'i �ti Tom'"" � �II�•. 1 #3290 (� 1 STORY I / OF BRICK F.F.=521.00 - 521- 91' ROD Cam- ROD SET FND. TP 1.080 ACRES 1 f P f f 24,0' — -520� APPDXIMATE LOCATION OF WASHOUT AREA \\(SEE SHEET CE-502) �� PROPOSED LOCATION OF RAIN GAUGE - (CAN BE RELOCATED BY CONTRACTOR IF � / MODIFICATION IS NEEDED IN THE FIELD) �--- -519- p gyp) \ / ---- � p / Q � \\ ° C / — \ o .T l I\ NPSTER\ PAD FIRST CITIZENS BANK & TRUST COMPANY ADDRESS: 1815 FORTUNE PARK ROAD PARCEL ID: 046B4-00-00-001D1 ZONED: HIGHWAY COMMERCIAL I LIMITS OF DISTURBANCE: 0.79 AC. \ 14 �/ '-ROD1019 _ �— _ — — . — \ "�88 �8 — 10 IP C7 —S385 IP ----_ C \ \ \ \ F0q BM #2 NORTHEAST 5, �y� 6 IP 10 �'4 CORNER OF DI FORTUNE PARK ROAD ELEV=512.83 —� (5"/ \ PROPOSED LOCATION FOR D.B. 1643 PG. 643 CONCRETE WASHOUT (CONTRACTOR TO PROVIDE PROPOSED LOCATION FOR SOLVENT IMPERMEABLE BARRIER/LINED PIT THAT PAINT STORAGE (CONTRACTOR TO PROVIDE IMPERMEABLE CONTAINMENT, EXTERNAL TO STORAGE) \ PREVENTS RUNOFF) PROPOSED LOCATION FOR ON -SITE _ FUEL STORAGE (CONTRACTOR TO \ PROVIDE IMPERMEABLE BARRIER � \ CONTAINMENT, EXTERNAL TO STORAGE) I I \ I 1 NOTES 1. CONTRACTOR TO USE EXISTING HYDRANT AS WATER SOURCE FOR THE CONCRETE WASHOUT AND CONSTRUCTION ENTRANCE. CONTRACTOR TO CONTACT ALBEMARLE COUNTY SERVICE AUTHORITY. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY 3.02 CONSTRUCTION ENTRANCE CE 1 EA. 3.05 SILT FENCE SF X — X — X El 180 LF 3.07 INLET PROTECTION IP 0 4 EA. 3.31 TEMPORARY SEEDING TS TS 0.79 AC. 3.38 TREE PROTECTION O TP TP 670 LF GRAPHIC SCALE IN FEET 0 10 20 40 O N 0 N O H W Ln 0 m r m w, Q cn Z O w 01 zl O rl) N rM N U Q Z > O vi o 0 U = N 0 U N O N CC CC) U a Iz O r'7 0_ 0 O o / \ Q Ld I z U) o w 7 c J O U1 � _ Of W z Y w O ��a Y J 00 (14 J o O i�v of RYA PERKINS LID. No. 046565 Oa /61=1 . N O U N w — O = � — Q < m m a o Q O m 0 w Q \ ., z z Y Y O a v a w U w S Ul O O U Z � 0 < ()wZ~ 0 Q m w C) 0— uJ J W �U)0� W � � � Q Z Z 0 U Z ** I(DCi_ Z Z Q J of z U��rJ Z Lu Lu LL] W � L� z c)V O (D rnLLJ 0. J N < Q LLJ m J Q SHEET NUMBER CE-100 6 c N N O 0 Q C ° C Lo T E Y 0 T a ° L 3 D � Z 6 Q c J - 1 J ° � o Y '0 0 Z m J a z ° o w T Z Y a T z o c n o Y o y a ° i c Y � N L O n s 0 0 0 � r J 3 C O 0s U 3 � C o E E Do N O n -O Q I r C 0 0 v - u c N O m C L E p 0 a H o 0 v c � m L � � O I � a � o h 3 � U 3 :J Y 0 Y � E C 0 ° T ° J v an n ° 4 v � a T -o L T Q O z Q J c ° J ' Y ' Z u o ° z o c E n D 'J N Z Q z ° Y 'v 11 w L y C J � v 0 a oN O � J � y N O � L U Y c ° n a v m° c N O L ° n N L v y � 3 s .v 0 0 J .. E n ° ° O L Z ~ / C\,? oW 0:: co �O3a. 4; 0' ACSA WA ERLINE & FIRE HY RANT EASEM NT D.B. 1739 PG. 532 I / s \ y` IL ET / TOP=517. IP i / FL= 510.40 1 � F \ S 114 S20 113 SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) . •►RCC lS,t1i+ t yS rr2vTv iw- p , '_mc I Lill- Me ) 99.91' ROD SET ROD - _ FND. - - -525 \\ I S24 \\ 1P I \ \ s23� - J 3 �y �] � o e w II 3f W -520- 112 -��- -® \ \ PS/ - 517 IP -/ 110 j i r viij. 517'��i7 Pc ZO D_- t"--516= _--------- 2>--. 515- t 5 - 514 S38�58 38 NL- -� 8=18"RCP IP IP 0 =W 4.47 )=512.85 FL=509.60 (15)=507.50 BM #2 N8T) 5008 0 /CORNERNORTHEOFTDI VARIABLE WIDTH ELEV=512.83 STORM DRAIN EASEMENT - D.B. 1643 PG. 641 (PLAT) �v) - D.B. 14�77 e � I 7� �� - SS IP FIRST CITIZENS BANK & TRUST COMPANY ADDRESS: 1815 FORTUNE PARK ROAD PARCEL ID: 046134-00-00-001D1 ZONED: HIGHWAY COMMERCIAL LIMITS OF DISTURBANCE: 0.79 AC. lam � 111 �O I - \(� TOPjl518.08 S FL= 13.10 S 4 I C1 576 IP TOP= FORTUNE PARK ROAD 5"RCP FL=514.454.45 (5"/ D.B. 1643 PG. 643 TOP=516.46 20' ACSA SANITAFL_ 511.95 SEWER EASEMENT T � D.B. 1482 PG. 105 D.B. 1739 PG. 532 VARIABLE TH _ STORM DRAIN EAS T B. 1643 PG. 641 (PLA \ PROBABLE CONSTRUCTION SEQUENCE 1. SCHEDULE A PRE -CONSTRUCTION MEETING TO BE HELD AT THE ALBEMARLE COUNTY OFFICE BUILDING. THE OWNER MUST GIVE THE COUNTY INSPECTOR AT LEAST 48 HOURS NOTIFICATION TO SCHEDULE THE PRE -CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. THE CERTIFIED LAND DISTURBER MUST ATTEND THE MEETING. 2. THE VSMP CONSTRUCTION ACTIVITY OPERATOR AND THE COUNTY ENVIRONMENTAL INSPECTOR MUST ATTEND THE PRE -CONSTRUCTION MEETING. 3. CONTRACTOR TO INSPECT AND MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS/ADDITIONS BEFORE BEGINNING PROPOSED IMPROVEMENTS. 4. BEGIN SITE GRADING TO PROPOSED FINISHED GRADES MAINTAINING POSITIVE DRAINAGE TO EXISTING INLETS. INLET PROTECTION IS TO REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION. 5. INSTALL STORM SEWER AND INLET PROTECTION AND BEGIN INSTALLATION OF UTILITIES. 6. BEGIN CONSTRUCTION OF INTERNAL PARKING, CURB AND GUTTER, AND DRIVE AISLES. INSTALL STONE BASE TO ALL PARKING AREAS TO SERVE AS TEMPORARY STABILIZATION AND INSTALL TEMPORARY SEEDING IN NEWLY GRADED AREAS. 7. CONSTRUCT PROPOSED GREEN CLEAN BUILDING. 8. PAVE PARKING AREAS, INSTALL PAVEMENT STRIPING, AND FULLY STABILIZE ON -SITE IMPROVEMENTS. 9. REMOVE EROSION CONTROLS UPON FULL STABILIZATION OF ALL SITE IMPROVEMENTS. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE SITE. 10. INSTALL FINAL LANDSCAPING AND PLANTINGS. 11. SITE CLEANUP/DEMOBILIZATION. NOTES 1. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED AT THE DIRECTION OF THE COUNTY EROSION CONTROL INSPECTOR. 2. IT IS ANTICIPATED THAT APPROXIMATELY 900 CY OF CUT MATERIAL WILL NEED TO BE EXPORTED TO A PERMITTED SITE AND WILL NEED TO BE REPORTED TO COUNTY INSPECTOR AND INCLUDED IN THE SWPPP. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY 3.02 CONSTRUCTION EIS 1 EA. 3.05 SILT FENCE SF X X - X 180 LF 3.07 INLET PROTECTION IP 3.32 PERMANENT SEEDING Is PS 0.35 AC. 3.38 TREE PROTECTION O TP TP El 670 LF LIMITS OF DISTURBANCE 0.79 AC. GRAPHIC SCALE IN FEET 0 10 20 40 m m O N W N 0 O vw) clo 0 m > W 01 l l l l l l z l O N M N U Q ?> O Ld Z O U = N 0 U N O N CC U a z o r 0 O o Q LJ I Z ~ O W of 7 cc) J O U1 � _ Of W Z Y W 0 O x a Y J OO 0 N o� O 0 RYA PERKINS LiC. No. 046565 0 /61=1 . U N W - 0 o Li N \ Q 6 O cn Q > m > m a- _ o w Z m Z o y Y O a U U v w O a O w S U J O Z 7 O Z U Q J co w NO 0. 2 W 0 LLI U) V Crl Z Z Q X J z of Z Lu W��w>- W 3: L� z c)V O / rnLLJ ) -1 N Q < LLJ m J Q SHEET NUMBER CE-101 c N N 0 0 0 Q a o _ `o Q Y T Y v Q z - Y 21 O Z Q T n w a 3 Z J 0 J L_ Y 3 Z 0 J — ° z ° li c 5 - n n z 0 Q N z e ° n o Y w o 4 = U T v w E T Y� N o n o C 2 0 ° ° 2 v Q J ° c 0 Y ' c p J N o ` ' J o L O 0 E v D .3 Q J _0 O '3 0 w 5 E c � u I r � o � v u c = 0 ° m c v v 0 O La �E I � O � o h > Y ° m Y n 3 E 0 - O s h s n 3 `0 0 v V u Nv C s ° 0 = o L a Q n > 'u v Q a Y v Y L Q z `0 Z Q E = 0 m z J Y '- z 0 `v ° z `o w � v n E Z c Z = Q - c z ° n Y c L U n w I C N v � a 0 , O E J � 6 0 ° Y E ° n a v a: ° 0 o Y 0 n ° L v y � 3 L . w 0 0' E m ° 0 p 0 o i PROJECT DESCRIPTION THIS PLAN CONSISTS OF IMPROVEMENTS ASSOCIATED WITH A NEW GREEN CLEAN CAR WASH TO BE LOCATED AT 3290 WORTH CROSSING IN ALBEMARLE COUNTY, VA. THE SITE AREA IS 1.08 ACRES WITH AN ULTIMATE LIMITS OF DISTURBANCE AS 0.79 ACRES. PROPOSED IMPROVEMENTS INCLUDE A NEW 3,700 SF BUILDING AND ASSOCIATED DRIVE AISLES, PARKING AREAS, CURBING, WATER AND SEWER SYSTEMS, AND STORM DRAINAGE SYSTEMS. SITE WORK INCLUDES DEMOLITION OF AN EXISTING BUILDING AND ASSOCIATED PARKING LOT, UPDATES TO EXISTING DRAINAGE NETWORK, CLEARING AND GRADING, UTILITY INSTALLATIONS, PAVING AND LANDSCAPING. EXISTING SITE CONDITIONS CURRENTLY, THE SITE IS AN EXISTING BANK WITH ADJOINING PARKING LOT, RESULTING IN MOSTLY IMPERVIOUS AREAS. THE SITE AREA ASSOCIATED WITH THIS PLAN INCLUDES EXISTING ELEVATIONS RANGING FROM APPROXIMATELY 521 FEET TO 514 FEET. CURRENTLY THE MAJORITY OF THE SITE DRAINS TOWARDS THE INTERSECTION OF FORTUNE PARK ROAD AND WORTH CROSSING TO THE SOUTHERN CORNER OF THE SITE. THIS SITE OUTFALLS TO AN EXISTING INLET AT THAT INTERSECTION AND THE EXISTING STORMWATER CONVEYANCE SYSTEM CONTINUES DOWNSTREAM ACROSS FORTUNE PARK ROAD. ADJACENT AREAS THE SUBJECT SITE IS BORDERED BY WORTH CROSSING TO THE SOUTHWEST, FORTUNE PARK ROAD TO THE SOUTHEAST, SEMINOLE TRAIL TO THE NORTHWEST, AND AN EXISTING BANK TO THE NORTHEAST. OFF —SITE AREAS OFF —SITE DISTURBANCE INCLUDES UTILITY CONNECTIONS AND INSTALLATION OF A PROPOSED SIDEWALK WITHIN THE RIGHT—OF—WAY. SOILS ACCORDING TO THE NATURAL RESOURCE CONSERVATION SERVICE MAP THE SOILS ON SITE ARE CLASSIFIED AS: MAP UNIT: 27B — ELIOAK LOAM, 2-7%, HYDROLOGIC GROUP B MAP UNIT: 34D — GLENELG LOAM, 15-25%, HYDROLOGIC GROUP B MAP UNIT: 88 — UDORTHENTS, LOAMY, 2-25% FOR MORE DETAILED SOILS INFORMATION, SEE THE FINAL GEOTECHNICAL REPORT. CRITICAL AREAS THERE ARE NO WETLANDS, WATERS OF THE US, OR FLOODPLAINS DISTURBED WITH THE CONSTRUCTION OF THIS SITE. A PORTION OF MANAGED STEEP SLOPES EXIST TOWARDS THE NORTHWEST OF THE SITE NEAR SEMINOLE TRAIL, AS SHOWN ON CV-101. THE MANAGED STEEP SLOPES WILL NOT BE DISTURBED. PERMANENT STABILIZATION PERMANENT STABILIZATION SHALL BE PROVIDED BY THE SITE CONTRACTOR AND WILL BE ACHIEVED WITH SEEDING OR SODDING AS SHOWN ON THE LANDSCAPING PLAN SHEET FOR ALL VEGETATED AREAS. CONCRETE, PAVEMENT, AND OTHER IMPERVIOUS SURFACES WILL STABILIZE THE REMAINDER OF THE SITE. SOIL STOCKPILE NOTE NO SOIL STOCKPILES ARE ANTICIPATED FOR THIS PROJECT. EROSION CONTROL MEASURES THE FOLLOWING EROSION CONTROL MEASURES AS SHOWN ON THE EROSION CONTROL PLAN SHEET(S) OF THE SITE PLAN WILL BE USED FOR THIS PROJECT: 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE — A STABILIZED STONE PAD WITH A FILTER FABRIC UNDERLINER WILL BE PROVIDED AT THE PRIMARY CONSTRUCTION ACCESS POINT. THE PURPOSE OF THIS PRACTICE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS —OF —WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. 3.05 SILT FENCE — A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED WILL BE PROVIDED AROUND MUCH OF THE SITE PERIMETER AND PARALLEL TO SLOPED AREAS. THE PURPOSE OF THIS PRACTICE IS TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY THE FABRIC SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE—HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 3.07 STORM DRAIN INLET PROTECTION — A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET WILL BE PROVIDED AT ALL INLET LOCATIONS WITHIN THE LIMITS OF DISTURBANCE. THE PURPOSE OF THIS PRACTICE IS TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 3.31 TEMPORARY SEEDING — THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS WILL BE PROVIDED ON ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 14 DAYS. TEMPORARY SEEDING SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN LONGER THAN 14 DAYS AS PER MS-1. THE PURPOSE OF THIS PRACTICE IS TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. 3.32 PERMANENT SEEDING — THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED WILL BE PROVIDED AS SHOWN ON THE LANDSCAPING PLAN. PERMANENT SEEDING SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED AS PER MS-1. THE PURPOSE OF THIS PRACTICE IS TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS AND TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS. 3.38 TREE PROTECTION: PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY. ENSURE THE SURVIVAL OF DESIRABLE TREES WHERE THEY WILL BE EFFECTIVE FOR EROSION AND SEDIMENT CONTROL WATERSHED PROTECTION LANDSCAPE BEAUTIFICATION DUST AND POLLUTION CONTROL NOISE REDUCTION, SHADE AND OTHER ENVIRONMENTAL BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FOREST TO URBAN —TYPE USES. MAINTENANCE BETWEEN THE TIME THE EROSION CONTROL PLAN IS IMPLEMENTED AND FINAL SITE STABILIZATION IS ACHIEVED, ALL DISTURBED AREAS AND EROSION CONTROLS MUST BE INSPECTED NOT LESS THAN ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN FORTY—EIGHT (48) HOURS FOLLOWING A RUNOFF PRODUCING RAINFALL EVENT. EXAMPLES OF PARTICULAR ITEMS TO BE EVALUATED DURING SITE INSPECTIONS ARE LISTED BELOW. THIS LIST IS NOT INTENDED TO BE COMPREHENSIVE. DURING EACH INSPECTION, EACH INSPECTOR MUST EVALUATE OVERALL EROSION CONTROL SYSTEM PERFORMANCE, AS WELL AS THE EFFECTIVENESS OF SYSTEM COMPONENTS. ADDITIONAL FACTORS SHOULD BE CONSIDERED AS APPROPRIATE TO THE CIRCUMSTANCES. • LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF OFF —SITE SEDIMENT TRACKING. A STABILIZED CONSTRUCTION ENTRANCE WILL BE CONSTRUCTED WHERE VEHICLES ENTER AND EXIT. THIS ENTRANCE WILL BE MAINTAINED OR SUPPLEMENTED AS NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE SITE ON VEHICLES. SEDIMENT TRACKED ONTO PUBLIC ROADWAYS MUST BE SHOVELED OR SWEPT FROM THE ROADWAY AND RE —DEPOSITED ON SITE IN A MANNER THAT MINIMIZES ITS OFFSITE RELEASE POTENTIAL. • SEDIMENT BARRIERS MUST BE INSPECTED AND, IF NECESSARY, THEY MUST BE ENLARGED OR CLEANED IN ORDER TO PROVIDE ADDITIONAL CAPACITY. ALL MATERIAL EXCAVATED FROM BEHIND SEDIMENT BARRIERS SHALL BE STOCKPILED ON THE UP SLOPE SIDE OF THE BARRIER. ADDITIONAL SEDIMENT BARRIERS MUST BE CONSTRUCTED AS NEEDED. • INSPECTIONS WILL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO RAINFALL FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. IF NECESSARY, THE MATERIALS MUST BE COVERED OR ORIGINAL COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE CONSTRUCTED, IF NEEDED, IN ORDER TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS. • GRASSED AREAS WILL BE INSPECTED TO CONFIRM THAT A HEALTHY STAND OF GRASS IS MAINTAINED. THE SITE HAS ACHIEVED FINAL STABILIZATION WHEN TURF GRASS COVER PROVIDES PERMANENT STABILIZATION OF THE SOIL SURFACE EXCLUSIVE OF AREAS THAT HAVE BEEN PAVED OR COVERED BY BUILDING(S). PERMANENT STABILIZATION IS NOT CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. • ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING IMPACTS TO RECEIVING WATERS. BASED UPON THE RESULTS OF THE INSPECTIONS, EACH EROSION AND SEDIMENT CONTROL MEASURE SHALL BE REPAIRED AND/OR MAINTAINED IN ACCORDANCE WITH THE MAINTENANCE REQUIREMENTS SPECIFIED IN THE CORRESPONDING SECTION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE CONTRACTOR SHALL MAINTAIN A COPY OF THIS HANDBOOK ON SITE AT ALL TIMES DURING CONSTRUCTION. DUST CONTROL MEASURES 1. MEASURES REQUIRED FOR ALL DUST —GENERATING ACTIVITIES ALL SITE PREPARATION DEMOLITION CONSTRUCTION GRADING EXCAVATION OR OTHER ACTIVITIES THAT HAVE THE POTENTIAL TO CREATE DUST (COLLECTIVELY REFERRED TO AS "CONSTRUCTION ACTIVITIES') OR WILL EXPOSE OR DISTURB SOIL SHALL IMPLEMENT THE FOLLOWING DUST CONTROL MEASURES WHEN THE ENVIRONMENTAL INSPECTOR DEEMS NECESSARY: 1.) WATER ALL ACTIVE CONSTRUCTION AREAS OR DUST —GENERATING ACTIVITIES WHEN NECESSARY TO PREVENT DUST FROM BECOMING AIRBORNE, APPLYING AS MUCH WATER AS NECESSARY TO CONTROL DUST WITHOUT CREATING RUN—OFF INCREASED WATERING FREQUENTLY MAY BE NEEDED DURING HOT, DRY WEATHER OR WHEN WIND SPEED EXCEEDS 15 MILES PER HOUR. 2.) MINIMIZE TRACKOUT OF MUD, DIRT AND OTHER POTENTIALLY DUST —GENERATING MATERIAL ON VEHICLES AND EQUIPMENT BY INSPECTING TIRES AND CLEANING AS NECESSARY TO REMOVE MATERIAL PRIOR TO ENTERING PAVED ROADWAYS. TRACKOUT OF LOOSE MATERIALS SUCH AS DUST, MUD, AND CONSTRUCTION DEBRIS WILL BE MINIMIZED BY USING A WASH STATION INSTALLED AT THE ACCESS/EGRESS POINT TO THE PROJECT SITE. GRAVEL PADS WILL BE INSTALLED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) AS OUTLINED IN THE STORMWATER POLLUTION AND PREVENTION PLAN (SWPPP) (PREPARED SEPARATELY). VEHICLE TIRES AND EQUIPMENT WILL BE INSPECTED AND CLEANED IF DRY SOIL PARTICLES ARE PRESENT. WHEEL WASHERS WILL BE UTILIZED IF CLEANING WILL NOT REMOVE PARTICULATES BEFORE THEY REENTER PAVED ROADWAYS. MS-19 MINIMUM STANDARDS MS-1 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2 DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3 A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4 SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5 STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6 SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. MS-7 CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8 CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9 WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10 ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11 BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12 WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13 WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14 ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET MS-15 THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16 UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. F. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. MS-17 WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19 MINIMUM STANDARDS (CONT.) MS-19 PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR (2)(A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS. (B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO CHANNEL THE BED OR BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PREDEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MANMADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO (1) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM; AND (III) REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 62.1-44.15:54 OR 62.1-44.15:65 OF THE ACT M. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§62.1-44.15:24 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND -DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS. N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF MINIMUM STANDARD 19. cn z 0 > w o 0 N IM N U Q ?> O v o H Z O U = N 0 U N O N CC U a z o r o 0 0 o Q z ~ o w of 7 c J U N � _ � W Y < a- y J 0 0 N J J — O -3: 0 o 0 I RYA PERKINS LiC. No. 046565 0 /61=1 z m U0 3: U o o Li CN cn m a- o � a o QCD w z VCIVERML CRVJIVIV MIVU JCUIMCIVI VVIV IRVL IVV ICJ: (FROM VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK) ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 9VAC25-840-40 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEER MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. Q ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 7 ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. Z ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW a OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE CHESTERFIELD COUNTY ENVIRONMENTAL INSPECTOR. 7 ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION L^ AS DETERMINED BY THE CHESTERFIELD COUNTY ENVIRONMENTAL INSPECTOR. 1 ) ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED SEDIMENT TRAPPING/FILTERING DEVICE. NO CONTAMINATED EFFLUENT OR GROUNDWATER MAY BE DISCHARGED WITHOUT A SEPARATE VPDES DISCHARGE PERMIT FROM THE VDEQ. NO ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES NOT LESS THAN ONCE EVERY FOURTEEN (14) CALENDAR DAYS AND WITHIN 48 HOURS LL FOLLOWING A RUNOFF PRODUCING RAINFALL EVENT (0.5 INCH OR GREATER RAINFALL WITHIN A 24-HOUR PERIOD). A RAIN GAUGE SHALL BE INSTALLED ON -SITE TO DETERMINE IF AN INSPECTION TRIGGERING RAINFALL EVENT HAS OCCURRED. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE ui EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ES-10: DUST CONTROL SHALL BE PROVIDED IN COMPLIANCE WITH APPLICABLE LOCAL AND STATE DUST CONTROL REGULATIONS. ES-11: NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE WITH STORMWATER. ALL SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE MAJOR CONSTRUCTION ACTIVITIES, MUST BE COLLECTED, REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. ES-12: ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM REGULATIONS. TEMPORARY SANITARY FACILITIES WHERE PROVIDED AT THE SITE THROUGHOUT THE CONSTRUCTION PHASE MUST BE UTILIZED BY ALL CONSTRUCTION PERSONNEL AND SHALL BE SERVICED BY A COMMERCIAL OPERATOR WHEN PROVIDED. ES-13: NON-STORMWATER COMPONENTS OF SITE DISCHARGE MUST BE CLEAN WATER. WATER USED FOR CONSTRUCTION WHEN USED FOR CONSTRUCTION WHICH DISCHARGES FROM THE SITE, MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE VA DEPARTMENT OF HEALTH. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM THE SITE. ES-14: MATERIALS RESULTING FROM CLEARING AND GRUBBING SHALL BE STOCKPILED UP SLOPE FROM ADEQUATE SEDIMENTATION CONTROLS OR HAULED OFF -SITE. ES-15: THE USE OF DETERGENTS FOR LARGE SCALE WASHING IS PROHIBITED. ES-16: CHEMICALS, PAINTS, SOLVENTS, FERTILIZIERS, AND OTHER TOXIC MATERIAL MUST BE STORED IN WATERPROOF CONTAINERS. EXCEPT DURING APPLICATION, THE CONTENTS MUST BE KEPT LOCKED IN TRUCKS OR WITHIN LOCKED STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED FROM SITE, TREATED, AND DISPOSED AT AN APPROVED SOLID WASTE OR CHEMICAL DISPOSAL FACILITY. V L 1 N< L.L Z Z ( V ` Cr' Z Z Q _ X ui J=ow z U ILL o __J C) Lu �z ui ui L� >- W 3: O V o U rn Ld N Q < M t' J Ld W m J Q SHEET NUMBER C E-501 C } m N N 0 O N U w m O Q Q N 0 0 C E 0 T m Y 0 a W Z cn O o w r m > 3 3 wCn J _ Q o � L W O u J O z ° OU o O z Z " z a w o g c 0 0 L O w C4 (� o M W T N Z w U a E O Z > Z y o w o o o W o 0 U = N N ° O U � O 0 o N U Q Z o O n af v 0 0 o U Z N O = w ° Q w O L } N of 5 co Z ~ o w U N =cl� W Y w W U U � o J z = � a = 3 a U m y Q J 3 o 0 U s N J O° 3 ■ 0 0 o aL E a o m o H p+y, o E o V RYA PERKINS y IC. No. 046565 oE �o o4/I�/2o21 o TABLE 3.31-B TABLE 3.32-D 'tONAL� o (Revised June 2003) (Revised June 2003) TEMPORARY SEEDING SPECIFICATIONS PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA z m � w T QUICK REFERENCE FOR ALL REGIONS O N �O U N � U w O = O N Cn Li o 0 \ � > } w Q 6 Q } n o m r7 Q ., Z Z Y _ J � V 3 Y O a N Q W V w S U U O O IL U L Jd' 3 Y° O E a QM C 1 N 1^ Ni FERTILIZER & LIME 7 7 n N L L O a I A Apply 10-10-10 fertilizer at a rate of 450 Ibs. /acre (or 10 Ibs. / 1,000 sq. ft.) O U Jj Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 lbs. / 1,000 sq. ft.) J N w oN 'F NOTE: _ a 1 - A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of site. O ° s 2 - Incorporate the lime and fertilizer into the top 4 - 6 inches of the soil by disking or by other means. 0 3 - When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin r— a # 4, 200.3 Nutrient Management for Development Sites at http://www.der.state.va.us/sw/e&s.htm#pubs V J z w T V) ` Q O w C) w � o J O mUJ Z V 0 U w w ° v J o v u) E FERTILIZER & LIME OZ C_ Z Q o N Apply 10-20-10 fertilizer at a rate of 500 Ibs. /acre (or 12 Ibs. / 1,000 sq. ft.) Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 Ibs. / 1,000 sq. ft.) cr- 0 NOTE: o w - A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of site. N r Incorporate the lime and fertilizer into the top 4 - 6 inches of the soil by disking or by other means. 0 v When applying Slowly Available Nitrogen, use rates available in Erosion &Sediment Control Technical Bulletin Z w v # 4, 2003 Nutrient Management for Development Sites at http://www.dcr.state.va.us/sw/e&s.htm#pubs UJ O w U v 0 a LL °N U J J � U y W d ° z �Z L ° Y D- w ° LLI LU w } N a 1 1 I I1� � N C w LL z ) O /n O S U lJ � O OL C a� �y CD 0 W L J 3 CV D- � N Q t ° 0 Ld U m C Q N m SHEET NUMBER O s CE-502 GE EXISTING PAVEMENT AF 2"X4" WOOD FRAME NLET WITH GRATE 1. SET THE STAKES. 2. EXCAVATE A 4"X4" TRENCH UPSLOPE x 70' MIN. ALONG THE LINE OF STAKES. a RAME 6'MAX. III► III � z 6" MIN. FILTER CLOTH q MOUNTABLE BERM (OPTIONAL) GATHER EXCESS AT CORNERS SIDE ELEVATION DNIE,yI PERSPECTIVE VIEWS EXISTING GROUND 70' MIN. 4" —II�I � III STAKE FABRIC p WASHRACK 10' MIN. (OPTIONAL) � I�I,• nlq o FLOW 10' MI z SNOW � FENCE ELEVATION OF STAKE c� AND FABRIC ORIENTATION DETAIL A 12' MIN." F � vl 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. � X Q "' Y SPECIAL APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR MOOT 1 # I� 10' MIN. � ymmri� OVERLAND FLOWS (NOT EXCEEDING 1 CFS) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO RECEIVING CONCENTRATED FLOWS, SUCH AS STREET OR HIGHWAY MEDIANS. COURSE AGGREGATE E POSITIVE DRAINAGE TO INLETS IN SILT FENCE DROP INLET PROTECTION SEDIMENT TRAPPING DEVICEI��- ""�'" MUST EXTEND FULL � WIDTH OF INGRESS AND EGRESS OPERATION PLAN VIEW � `� IIII CURB INLET 12' MIN. � � I- I- BOARD � SEED APPLICATION DATES SPECIES APPLICATION RATES Sept. 1 -Feb. 15 50/50 Mix of Annual Ryegrass (lolium multi- forum) &Cereal (Winter) Rye (Secale cereale) 50 -100 (Ibs/acre) Feb. 16 -Apr. 30 Annual Ryegrass (lolium multi-florum) 60 - 100 (Ibs/acre) May 1 -Aug. 31 German Millet 50 (Ibs/acre) SEED LAND USE SPECIES APPLICATION PER ACRE Tall Fescue' 95-100% Minimum Care Lawn Perennial Ryegrass 0-5% (Commercial or Residential) Kentucky Bluegrass' 0-5% TOTAL: 175-200 Ibs. High -Maintenance Lawn Tall Fescue' TOTAL: 200-250 Ibs. Tall Fescue' 128 Ibs. General Slope (3:1 or less) Red Top Grass or Creeping Red Fescue Seasonal Nurse CropZ 2 Ibs. 20 Ibs. TOTAL: 150 Ibs. Tall Fescue' 108 Ibs. Low -Maintenance Slope Red Top Grass or Creeping Red Fescue Seasonal Nurse CropZ 2 Ibs. 201bs. (Steeper than 3: 1) Crownvetch3 20 Ibs. TOTAL: 150 IbS. 1 -When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended turfgrass variety list. Quality seed will bear a label indicating that they are approved by VCIA. A current turfgrass variety list is available at the local County Extension office or through VCIA at 804-746-4884 or at htt ://sudan.cses.vt.edu/html/Turf/turf/ ublications/ ublications2.html 2 -Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th -April ............................... Annual Rye May 1st -August 15th ........................... Foxtail Millet August 16th -October ...... Annual Rye November -February 15th ....................... Winter Rye 3 -Substitute Sertcea lespedeza for Crownvetch east of Farmville, VA (May through September use hulled seed all other periods, use unhulled Sericea). If Flatpea is used, increase rate to 30 Ibs./acre. If Weeping Lovegrass is used, include in an slope or low maintenance mixture Burin warmer seeding periods, increase to 30 -40 c N N 0 0 a 0 Lo T E Y O 0 L_ 3 N a 0 L N 0 a 0 Lo T v Y 0 0 a 0 0 c 0 0 `v � o Z Q v 3 0 o L J 3 n E ° �0 v m N n r C O C v Q J o v J n o0 J a N E O c E o v n ° Q v I ' v o � _ m 0 N a o c_ n E N N O n 3 L V 3 C O O � m .. c C v 0 � a � n � u u > a J N I ;J L O Y T 0 E ° h n n n N u; u V 0 � C L E J Q N c_ z c Q o J O 1 ° L n m 0 a oN O � J � y N O � L U Y � 0 n a v v 0 � u n � 5 c v y � 3 �L .v 0 0 J .. E L J ° N O L Z ~ SEMINOLE TRAIL J CENTERLINE SEMINOLE TRAIL U. S. ROUTE 29 I10' FRONT BUILDING SETBACK (VARIABLE WIDTH R/W) I NORTHING: 3934465.20 EASTING: 11500434.26 PROPOSED MONUMENT SIGN R0D B. (UNDER SEPARATE PERMIT) FND. _ N 41°24'45"E _ _ 82.21 NORTHING: 3934422.42 EASTING: 11500431.54 10' FRONT BUILDING SETBACK-\ 24" WHITE SOLID STOP BAR (SEE SHEET CS-501) I R1-1 STOP SIGN & R5-1 "DO NOT ENTER" SIGN - (SEE SHEET CS-501) al R1-1 STOP SIGN - (SEE SHEET CS-501)/ 24" WHITE SOLID STOP BAR - (SEE SHEET CS-501) EXISTING CG-9D ENTRANCE TO REMAIN I '/NORTHING: 3934307.12 J ASTI N G: 11500509.65 I o 0 WORTH CROSSING CENTERLINE UUKNLK Uh UI ELEV=512.83 %MnT CTn nn_4n Deu0 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 ROD FND. ^�-N46'42'45"E - _ 91 BM #1 04 SQ. CUT ON LIGHT POLE BASE ELEV=520.71 + v161 vIVL'-�ARK ROAD (5"/ D.B. 1643 Pr adz FORTUNE PARK ROAD CENTERLINE 6" WHITE STRIPE GRAPHIC SCALE IN FEET 0 10 20 40 3934595.36 11500561.37 ROD FND. - LIGHT (TYP.) FIRST CITIZENS BANK & TRUST COMPANY ADDRESS: 1815 FORTUNE PARK ROAD PARCEL ID: 046B4-00-00-001 D1 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 0 0 SITE PLAN LEGEND O N 0 0 N 0 HEAVY DUTY CONCRETE CONCRETE SIDEWALK LIGHT DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT cn CURB & GUTTER cf) U 0 clo 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 �Kl 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 t-1.5" VDOT SM-12.5A ASPHALT COURSE 3" VDOT BM-25.OA MIX ASPHALTIC CEMENT CONCRETE �-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 + + + + + + + + + + + + + + + + ++++++++++++++++ �-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 I I I I I I z l O M N M N U Q Z % O Ui o Ld Z O U = N 0 U N O N CC n U a Iz o r o 0 0 o Q Lj I z U) o LLJ 7 c J U U)� _ cl� W Y w O Y Q J E O 00 N J @ O 0 RYA PERKINS LiC. No. 046565 Oa /61=1 . U N LW 0 O N m a- Q 6 Q m m Q o o z Y O < w < _ Ul O O U m z Crl Z Z Q X J of z U � Lu Z Lu Lu Lu 3:� LLJ z c)11 fin 0 U / 0-) LLJ J N < Q LLJ m J Q SHEET NUMBER CS-101 0 I V) a w 0 w I- o; 0 N I V) U 0 0 0 J 0 U) 0 U U m 0 A 6 } m N N 0 O U N w N Q SFF 'OF�A�ko ` 0 o a 0 ° PO\NO Q E ° a 0 3/8" WIDE x DEEP O� SAWCUT CONTROLL JOINT 4" CONCRETE, MIN. 3000 PSI STRENGTH 30 1. c InR GO�� �di v E y O SEE CONCRETE °a TYPE I #21CA STONE BASE MI Ii, {I�YI � ''Ii, , pp,,�� i kiRui CLASS SIDEWALK SECTION BROOM FINISH r Iliti, p i{ry �li�il�' {LL � L�'L7.7 z „i� i tF }}y r O ADA PARKING SIGNAGELv r (PER DETAIL) tLLI m 0 u c d + Z p v� C COMPACTED SUBGRADE NOTE: REFER TO (WHITE LEGEND, RED BACKGROUND) { + 1 2 3" GALVANIZED GEOTECHNICAL REPORT FOR o SQUARE TUBE N FINAL SECTIONS AND DETAILS I o " a APPLY 1/2" THICK PRE -FORMED PLAN SECTION z m of EXPANSION JOINT FILTER owo _ INTERIOR IOR SITE C.URBAUTTEI' oM N = USE 4" SCH. 40 STEEL PIPE CONCRETE SIDEWALK DO NOT ENTER SIGN (R5-1) M a 01 FILLED WITH CONCRETE WITH TOP ROUNDED. PAINT TRAFFIC 0 0 p m 'ui N Z a y YELLOW IF SIGN IS WITHIN p CENTERLINE OF DRIVEWAY PAVED AREA OR SIDEWALK O v o d 0 o p p m 5 5 W z 0 = o a SLOPE TOP OF p SIGN PER PLAN 5/16" BOLT IN 3/8" 0 Cc o ° CONCRETE ( ALUMINUM, 0.08" THICK, HOLE (TYP. OF 2) c E CC) v M ° v p w SHAPE AND SIZE VARIES a z o r o ^ 0 z 'D Z " 0 = GROUND / PAVING SURFACE I— — — — — ^ a w } o �I O w N O Nco ? I W I roCD JZ a- a v IO � I I dee 3 4000 PSI CONCRETE e+ I 2.0 MIN. IN SIDEWALK \ / N o o J AND PAVEMENT AREAS \ / '' L — — — O >i 3 ■ C W E 0 1.5' 4 VARIES GALVANIZED STEEL PIPE se v � I I v M TWO COATS WHITE 110F c REFLECTIVE TRAFFIC PAINT ADA PARKING SIGN POST DIRECTIONAL ARROW o rRYA PERKINS y LiC. No. 046565 �o 0 /61=1 AT ALL SIGN 18"02TYPICAL GREEN" LEGER7-8ND GREEN LEGEND ON WHITE 0 `O ACCESSIBLE SPACES ACCESSIBLE p�� BACKGROUND; WHITE SYMBOL PAVEMENT / foAL ° I�LI��GL/ ON BLUE ON WHITE BACKGROUND 4" PARKING LOT STRIPING TO FINISHED GRADE v PARKING BE 2 COATS OF WHITE � m I- m REFLECTIVE TRAFFIC PAINT O O N O O N _ - — —� •—'—� _ O cn L' ADA SIGN POST — I� - III-1 1= \ > } (PER DETAIL) III= I it II m o Q o m m n 12"x6" R7-8P SIGN `r =� '.: :: I— _ J z 3 3 TYPICAL AT ALL VAN GREEN LEGEND ON —-;' Y O ¢ N ¢ w s ACCESSIBLE SPACES VAN WHITE BACKGROUND I ` ACCESSIBLE II s 3 1111. .•_III 12"x9" PENALTY SIGN (AS REQUIRED BY STATE OR LOCAL CODE) " 6" DIAMETER CONCRETE BASE ° 6" J o FL a NOTE: SEE SITE PLAN FOR PARKING SPACE Q NOTE: SIGNS DENOTED HERE ARE TO BE PER MUTCD SPECIFICATIONS. LAYOUT AND DIMENSIONS NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA ADA PARKING SIGNAGE PARKING LOT STRIPING SIGN POST v W ° 30" A T 0 0 R=4„ W -° z a 2.0' MIN. 7.0' 9" 2.5' FROM BACK CURB OR BLDG 3,000 PSI CONCRETE 0 0 w a 0.875' 1.0' 2.5' 2.5' i0 2- 3 BARS # w 2 COATS OF 4" v 0 1.5" CHAMFER L WIDE BLUE TRAFFIC w BITUMINOUS SURFACE N PAINT (TYP.) z m Q o O o 1 �rr D v w COMPACTED BASE COURSE E 3 < BACK OF CURB o 0 'o x T CURB AND o 3 GUTTER z 0 COMPACTED BASE COURSE rl � L o N J¢" DIA. STEEL RODS2�__���� DA. STEEL OLL m MINIMUM A REB R) 2.0' MINIMUM NGTH Z `m ELEVATION VIEW SECTION A -A S STRIPE WITH 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT NOTE: z R=t4" 1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE CURBS TO PERMIT RELOCATION OF CURBS. 1 1 i u v Q v 2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED 2.5' OFF OF BACK OF CURB J = w a N U��J rn (WHITE LEGEND, RED BACKGROUND) p U Lu o ADA PARKING SYMBOL STOP BAR STRIPING STOP SIGN (R1-1) CONCRETE WHEEL STOP Z w Q W ww r W 3 0 � V O v O U Ld CN Q w m J C N Q E SHEET NUMBER O s CS-501 U c N Cr N O 0 m a ° E 0 I a E Y 0 T 0 L_ 3 N L 0 L ° C N N 0 O a 0 E s w Y a c 0 0 a 0 v 0 v 0 3 0 � N n .o J s Q � w ° � r w � 7) 3 v � n o n L '3 n J C to � N J m o n c v O r ir o Qv u 0 C � 0 o � J n v o a `o E E C n ° 0 I v m 3 o v C 0 0 � a E° v n I 3 :D �L u �s O 3 N O C � � N N L U 7 U I o � v N � O 1 a n > J v J a Y v L Y O T E O O V ° h n w u, v ai -> V � w T 0 o L c W Q J N _J c Q � � O LJ n ° w — C n .v `v V L c n m 0 a oN O � J � y N O � L U Y c ° n a v � u v o Y u n ° L v y � 3 �L .v 00 U .% E n 0 1 ° o L 1 ~ CG-12 A •5 DOWELS, 8" LONG AT 12" C-C� a BACK OF 20:1 SECTION A -A SECTION B-B DOMES 1 OF 5 FOR DETAILS NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 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 8 12 5 10 15 6 14 15 ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/16 WITH BUFFER STRIP WITH BUFFER STRIP WITHOUT BUFFER STRIP JY 6 41 41 O U I y A�DII I OUTSIDE OF TRAVE CROSSWALK CURB SHALL BE PROVIDEI PERPENDICULAR CR S' w WITHIN THE AREA TYPICAL PLACEMENT CURB AT INTERSECTION 5'SIDEWALK TRIP WITHIN CROSSWALK DIAGONAL PLACEMENT 48:1 MM. CURB ° N 5- MIN = �2'� T CROSSWALK M"1 u q CROSSWALK F GRASS CONCRETE CURB WITH BUFFER STRIP w WITHOUT BUFFER STRIP CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 4811 MAX. SPECIFICATION REFERENCE 105 502 CID O � w O � CEDAR GATE N 0 DOORS, PAINTED o GATE STRAP HINGE, (3) PER DOOR CONIC. FILLED 6" DIA. BOLLARD, TYP. PAINT TO MATCH METAL SIDING ON BUILDING 1/2" DIA., 18" LONG METAL cn zo ROD GATE LATCH Ln 4" GATE CASTER 0 CIO > m w 01 O Z DUMPSTER ENCLOSURE - ELEVATIONS DUMPSTER ENCLOSURE - ELEVATIONS DUMPSTER ENCLOSURE - ELEVATIONS O rl) N N L "' U Q Z > O vi o Z Q O U = N O U Cc N CC CC) U a z r'1 0_ 00 O / \ I Q LLI I Z ~ O W 7 c J O U1 � _ c W Y CEDAR PLANKS ON STEEL FRAME, J z = 3: INSTALL LATCH HARDWARE & �_ 3: a 0 0 CASTERS @ DOOR BASE. PROVIDE s' (3) HEAVY DUTY EXTERIOR GRADE 12' 0" STRAP HINGES PER DOOR. FRAME 00 OF DOORS TO BE 3"x3"x1/4" STEEL N J ANGLE WELDED (1/4" WELD MIN.) ALL OO CORNERS W/ 3"x3"x1/4" STEEL ANGLE ■ DIAGONAL CROSS BRACING WELDED o TO STEEL FRAME. WELD TOP AND \\ BOTTOM STEEL ANGLE OF FRAME TO STEEL TUBE ATTACHED TO HINGES �24"x24"x48" DEEP CONC. FTG. L L (2) #5 VERTICAL, THIS T$ 0F ♦ i q' SECTION OF WALL r 16"AB" CONCRETE FOOTING ---- --------------W/ (2) #5 CONTINUOUS. RYA PERKINROD rD6UuMPSTER INSTALL 1/2" DIA., 18" LONG, METAL . No. 046585 GATE LATCH. INSTALL 3/4" x 6"LiG. HOLE INTO CONCRETE @ BOTH��} ANDCLOSED POSITIONS TORECEIVE 99 2�/IJ/IOPEN LATCH ROD NaPCONTROL r _. __ 1 I JOINTTONAL I z m � di i IU O N O.�'. n I I I O____ _________1_ JJ I I CONC. FILLED 6" DIA. BOLLARD, O O Li CN (n I ( I I >��= i iTYP. PAINT TO MATCH EIFS ON ¢ 6� Q m ------- BUILDING, SEE BOLLARD DETAIL o o m o i Q EP HENRY MASONRY z 3 = Y o ¢ N ¢ w _ ---------- ___________________ r-------- �, - u o o J Q W W DUMPSTER PLAN H m z LL Z Z Q X J of z U � Lu Z W��w>- W 3: LI�r� z c)V O U rnLd ) J N Q M w m J Q SHEET NUMBER CS-502 6 c N N O 0 Q -0 0 c `0 T E Y O T a 0 0 L_ 3 v 0 L N 6 c 0 0 0 zQ,c J � J O � c Y `o Z = � vJ Z Y LI T 11 O n o a 0 z ° 0 n v � o Y c O 0 Jj N n o Q 1 0 � c Z m Q 7 3 Z_ U 0 Q Y '3 � c E i 7 0 � r � C L 0 n C y� o u i o Q ` J d n 0 a 3 E 0 :J v C � O t o `o E 0 n v Q o' I O a n � N 0 0 C 3 � s n u I 3 � o C � 0 J � 0 C O 0 � N o a I n h � a > JI J O Y E 0 0 Y v E ` o c YJ ' � w n ti o V � v T j _ N L C Q C O Z o Q J c 1 'v � v Z L Q a Y � U n v 0 a ON O � J � y N O � L U Y � 0 n a v � 0 o N O L U n � L v y � 3 L .v 0 0 J .. E n 0 or Z ~ �c\,? / O �co �O3a. � �J d- Cw m I TIE TO EXISTING CG-9D ENTRANCE 518.! TC N / TOP=517.05 / FL= 510.40 p ` I / 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 71 LF 15 IN RCP 0.46% 513.42 513.10 STR. 112 TO STR. 110 18 LF 15 IN RCP 0.50% 513.20 513.11 STR. 113 TO STR. 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 1 0.86% 1 509.60 1 508.70 STR. EX 102 TO STR. EX 101 122 LF 15 IN EX RCP 1 1.93% 1 511.95 1 509.60 SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) STRUCTURE TABLE STRUCTURE NAME DESCRIPTION RIM HEIGHT STR. 110 VDOT STD. DI-1 516.43 3.61 STR. 111 VDOT STD. DI-36 (L=6') 517.48 4.25 STR. 112 VDOT STD. DI-3C (L=6') 518.01 5.00 STR. 113 VDOT STD. MH-1 519.40 5.81 STR. 114 VDOT STD. DI-3C (L=6') 519.72 5.58 STR. 115 VDOT MOD. DI-1 MONO BOX 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 -----------.------- IC'iV -526 / CONTRACTOR TO ENSURE 2% MINIMUM SLOPE THROUGHOUT GRASS AREA TO INLET 115 i _ _ _ -525 524 - - - - - - - i _----523---------- --- �� -525- /_---522-------- - - - - --521- - - - - - - - - - \� - /////� 518--- - \ �52 .525 / / 5 / 521, \ \ \ \ 0. 115 \\�� ��-// BM SO. CUT 519- LIGHT POLE B'E \ \ \ 518 \ S� ELEV^- 2 \ - 524J ,520.13 519.68 519.57 519.99 \ \ TC , TC BC / TC BC TC, 519.69 r //P 520 / r 6" PVC 0 2.0% /519.89 I MIN SLOPE (TYP.) y�5 / TCi- FFE=519.69 51�8L �� 519.57 - l 114 FF FF - 519.83 TC I I / 520• 519.69 519.22 519.22 519.69- 3 11 I / FF F FS a D TC BC \ _I 520.08 i:519.69 .;;?': ,1, .. ::'. , . 519.69:: FS,.-�: "''S19.61s TC / I 520.17 519.61 .. TC C. s ;'. 520.02 / B = ;' FS TG.; I TC it / / 520.: 521J / RIDGE LINE�'� 518.881 P 518.79 FS HP � s1ss1 / 20.11 _ FS TC 519.61 FS TC N 519 TCBC-1519.11 82 TC BC" 519.45 519.41 TC 518.84 TC 519.35 P 5518.84 0 TC �518.84 113 519.25 o/ TC W W W .LY _ 519.09 519.15 / 519.14 TC 1.847 TC 520 TC � 519.07 519.01 TC 518 518.94 518, 519.12 �_ 518.76 TC TC 518.45 TB C C 518.71 518.60 FS` ,:;1. TC BC 518.73 TC 3 19 8.54 FS.SC 518 �y/ 51951 517� PT'LS7 ` 518 - - - - ' � NV IN=S07 Ua S CONTRACTOR TO ENSURE 2% - - _--517-= _ _ _ _ -MINIMUM SLOPE THROUGHOUT- - - 516- - - - - - - - GRASS AREA TO INLET 110- 515- - 18"RCP p 513 _- -514 - p OP=514.47 )=512.85 FL=509.60 (15)=507.50 (18)=508.70 BM #2 1 THEAST VARIABLE WIDTH TIE TO EXISTING iUT=507.40 NER OF DI STORM DRAIN EASEMENT SIDEWALK ELEV=512.83 D B 1643 PG. 641 (PLAT) 1b :\ 0 FS co 110 9.75 16c e I I 19 518.84�\ BI 'RAISED 6" ISLAND 519.25 518.486TC I �\ 1 ,\ a' `-LIMITS OF DISTURBANCE J� (0.79 AC.) 0 s / ON 517.84 TC 111 I 517.42 TOP=518.08 6.96- - _ TC \ SS S FL=513.10 . `ME S_s SJ \ SS 579. ` ` _ 516 4, LTIE TO EXISTING A�SI> r CG-9D ENTRANCE 516.43- TC"op-l FORTUNE PARK \ 5°RCP T L= OP=j'4..4759 (5�/ ROAD o I D.B. 1643 PG. 643 TOP=516.46 J \L=511.95 _ VARIABLE TH _ STORM DRAIN EAS 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. GRAPHIC SCALE IN FEET 0 10 20 40 m m O N o � N o 0 LLJ O Lr) clo 0 m > W 01 l l l l l l z l o 0 N M N U Z > > vi o LJ z O U = N 0 U N O N CC CC) U a Iz 0 r, af 0 0 r, o Q Z U) O W 7 c J O U1 � _ Of W Y W 0 O 3: d Y J E 00 N J O 0 r RYA PERKINS LiC. No. 046565 U N w - 0 N O H\ cn > m > a- Q 6 Q m m Q _ \ o o y W Z z Y O a v a w (U!l O O U Z Cr, Z Z Q X J of z U � Lu Z Lu Lu W 3:L� LL] z c)V O / rnLLJ ) J N Q < LLJ m J Q SHEET NUMBER CG-101 6 c N N O U O m Q C ° C O _ T N E Y 0 T L ° J L_ 3 N L 0 0 Q ° 0 T v Y T d 3 c 0 0 i Q a 0 Q o � v Y 0 < Q o z N Q L° Y ° v 7 3 0 N O N r � 3 L C c o v 1 j U Q� r C c 0 J u �o L � 0 E d n n o Qa I 0 C ° 0 v O m C � E N Y n -o v I ° a � v � a N c ° O 3 N .. J L c � L N 3 � u � v O > N J O I °- n Y u Y v a N E N O � Y O � T n o y c J v N w = u Q N C v Q E 11 Y N Q C c U o Q Z o Q c Y .v � L v V L C J N W 0 a 0 N O c J � N N O � L -O Y c ° � AN, n a v �u c N O L U n � L v y � 3 L .v 0 0 J .. E n U p o or 1 ~ SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) _ - - - 4 519 \ \ ,\518 DA 115 , N \� �s\\ \I���, I / BM I / / 715 S0. CUT LIGHT POLE B E \ \ \ 518 ELEV=�20\ \ \ 519 / \ \\ I , `- C\� 1 Ccl, w I DA 114 DA BLDG i I ' L V oa ' `s „4 g p 520- - 519 Lo / DA 111 521- {IIIIr-�IIIII _ 1 1 J IJ v � 519 - 113 ' � N I'. 519 I. 520 - 1 518 112 7S - /' \ 518,-- 00 \ / � r� \\ / 1 to / TOP=517.05 � \ DA 110 - 110 - 518- - FL= 510.40 ` 517 go \578.\ \\ 1 / �_ �\ 1 18 \ \ \ _ _ __ _ Z?-----\ NORTHEAST CORNER OF DI FORTUNE PARK ROAD ELEV=512.83 , ,,, M M TOP=512.32- FL-506.30 � I 1 1 DRAINAGE AREA LEGEND IMPERVIOUS AREA PERVIOUS AREA DRAINAGE AREA BOUNDARY STORM STRUCTURE LABEL DRAINAGE AREA LABEL 0 II• DA-EX101 DRAINAGE AREA SUMMARY DRAINAGE AREA LABEL Iz K TOTAL AREA (AC-) IMPERVIOUS AREA (AC.) MANAGED TURF AREA (AC.) FOREST/ OPEN SPACE AREA (AC.) C CN TIME OF CONC. Tc (min) DA 110 110 0.08 0.01 0.07 0.00 0.42 66 5.0 DA 111 111 0.32 0.11 0.21 0.00 0.54 74 5.0 DA 112 112 0.21 0.20 0.01 0.00 0.87 96 5.0 DA114 114 0.05 0.03 0.02 0.00 0.68 83 5.0 DA 115 115 0.31 0.00 0.31 0.00 0.35 61 5.0 DA BLDG 0.08 0.08 0.00 0.00 0.90 98 5.0 DA EX 110 EX 110 0.18 0.10 0.08 0.00 0.66 1 82 5.0 Post Total 1 1.23 0.53 0.70 1 0.00 1 0.59 1 77 1 5.0 NOTES: 1. OFFSITE DRAINAGE BOUNDARIES ARE BASED ON GIS CONTOURS. GRAPHIC SCALE IN FEET 0 fflm m O N W O � � N 0 LLJ cn _O clo 0 m > LLJ 01 l l l l l l z l O ro N M N U Q Z> O U) Z O Q U = N O U N O N CC CC) U a z o r 0_ 00 O Q Ld Z U) O W 7 c J O U1 � _ W Y W U U < a Y J E 00 N J O O r /21 "� I RYA PERKINS LiC. No. 046565 0 /61=1 . Z m :E d U N W O CDO N �� cn > m > ao Q m m Q \ o o y W Z Z Y O a v a w (U!l O O U z r � V Cr, Z Z Q X J of z U � Lu Z W� Lu Luw� W o_ z c)V O / rnLLJ � J N < Q LLJ m J Q SHEET NUMBER CG-102 6 0 0 a v c 0 0 s _m E Y 0 T a 0 r 3 v n m u z o < '0 � o i 0 ° > a - -D J C < D E ZY O Y = _ v � E y Y n c 0 ) o �_ a D 0 J � Y ° O C U O L n o C N O i O s � o < :J w C 3 0 O J O - 3 O E C d 0 n E < o 0 I 0 o $ - C � O o " C U C ° N d n ` 0 0 �a H € C O � O `O c 0 m 0 L v I � � o 0 � 0 h n o 3 J JI s u Y s 3 Y O E o 0 U � C o n m N � O a n V u U y 'u � a 0 T z < o J i r � C z < 3 w u Z Z:`> r `o J - < v 3 < C 3 O 2 0 Y ° 7 S r C J N W 0 a ON O � J � o ° s -o Y � ° n a a, N ° o L ° n ° C O y a 3 n s -v 0 0 C N E ° O o o� STORMWATER MANAGEMENT LEGEND IMPERVIOUS AREA PERVIOUS AREA LIMITS OF ANALYSIS = 0.79 ACRES (LIMITS OF DISTURBANCE) STORM STRUCTURE LABEL fU1, 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. 2011 BMP Standards and Specifications Project Name: Date: Site Information ENERGY BALANCE SUMMARY Pre -Development Runoff Curve Number (CN) 93 Drainage Area 0.79 acres Runoff Peak Flow Storm Event Impervious Area 0.69 acres VolumeV cfs Managed Turf 0.10 acres 1-year 6,011 2.88 ForesVOpen Space 0.00 acres 10 -year 5.69 Time of Concentration Tc 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 Impervious Area 0.49 acres 10 -year 4.30 Managed Turf 0.30 acres Forest/Open Space 0.00 acres Timeof Concentration(Tc) F 10.0 min Channel Protection Compliance Energy Balance Equation, 1-year Storm Improvement Factor F 0.9 Qpost < I.F. x C`pre x RV_tre/RV_post < 0.9 x 2.88 x 6011 / 3964 1.80 < 3.93 PASS Flood Protection Compliance 10-year storm ost < re 4.30 < 5.69 PASS DEQ Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet - Version 3.0 O 2013 Draft BMP Standards and Specifications 3290 WORTH XING 4/19/2021 Linear Ueveicipment Project r IVO Post -Development Project (Treatment Volume and Loads) Enter Total Disturbed Area (acres) 0.79 Pre -Re Development Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/open Space (acres) -- undisturbed o.00 forest/open sace Managed Turf (acres) -- disturbed, graded foryards or otherturf to be 0.10 0.10 Impervious Cover (acres) 0.69 0.69 0.79 Yost-Ueveicipment Lana Lover (acres) A Soils B Soils C Soils D Soils Totals Forest/Open Space (acres) -- undisturbed, 0.00 protected forest/open sace or reforested Managed Turf (acres) -- disturbed, graded for yards or other turf to be 0.30 0.30 Impervious Cover (acres) 0.49 OK. OK. 0.49 0.79 Area Check OK. I OK. data Input cells constant values calculatloncells Check: BMP Design Specifications List: 2011 Stds & Specs Linear project? No Land cover areas entered correctly? �I Total disturbed area entered? �I TP LOAD REDUCTION NOT REQUIRED Site Results (Water Quality Compliance) Area Checks FOREST/OPEN SPACE (ac) IMPERVIOUS COVER (ac) IMPERVIOUS COVER TREATED (ac) MANAGED TURF AREA (ac) MANAGED TURF AREA TREATED (ac) AREA CHECK D.A. A D.A. B D.A. C D.A. D D.A. E AREA CHECK 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OK. OK. 0.00 0.00 0.00 0.00 0.00 �OK. -1 OK. OK. OK. Site Treatment Volume (ft3) 1,9os Runoff Reduction Volume and TP By Drainage Area RUNOFF REDUCTION VOLUME ACHIEVED (ft3) TP LOAD AVAILABLE FOR REMOVAL (lb/yr) TP LOAD REDUCTION ACHIEVED (lb/yr) TP LOAD REMAINING (Ib/yr) D.A. A 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 NITROGEN LOAD REDUCTION ACHIEVED (Ib/yr)JJ0.00 0.00 0.00 0.00 0.00 0.00 Total Phosphorus FINAL POST -DEVELOPMENT TP LOAD (lb/yr) 1.20 TP LOAD REDUCTION REQUIRED (lb/yr) 0.19 TP LOAD REDUCTION ACHIEVED (lb/yr) 0.00 TP LOAD REMAINING (lb/yr): 1.20 REMAINING TP LOAD REDUCTION REQUIRED (lb/yr): 0.00 ** ** TARGET TP REDUCTION EXCEEDED BY 0.19 LB/YEAR ** Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD (Ib/yr) 8.57 NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00 REMAINING POST -DEVELOPMENT NITROGEN LOAD (Ib/yr) 8.57 GRAPHIC SCALE IN FEET 0 15 30 60 PRE DEVELOPMENT SEMINOLE TRAIL U.S. ROUTE 29 (VARIABLE WIDTH R/W) -- BM S0. CU LIGHT POLE i ELEV=520.71.71 9�-? / W � Q) /(y r�i D��a / .... / / g3290 1 STORY BRICK F.F.=521.00 - I 1.080 ACRES TOP-517.05 / FL=510.40 \\ 10 INV INOB.7O NORTHEAST FORTUNE PARK ROAD INV OUT=50UT=507.4�/ CORNER DI ELEV=512.2.83 �(50 RPG. 6 D.B. 1643 PG. 43 � TOP=512.32 POST DEVELOPMENT ) ) TOP=517.05 / FL=510.40 IN(15)=507.50 '/ -- BM #2 iNV NV IN(18)=508.70 NORTHEAST INV OUT=507.4y/ CORNER OF DI ELEV=512.83 SEMINOLE TRAIL U.S. ROUTE 29 (VARIABLE WIDTH R/W) 7L-5 TOP=517.79 FL-514.45 \ \ L I I FL FL=y�.. FORTUNE PARK ROAD 30 R/IKJ_ D.B. 1643 PG. 643 e e� TI ppi�pp �IW �TOP=517.79 15"`FL=514.45 TOP-516.4 \ FL=511.95 \ 10 \ m O w o � N 0 0 LL z m > Li O 0 N L N U < < > O ( vi o Z O < U = N O U N O N Y U a z O O O O / \ < z ~ o w O 7 C J O U1 � _ LL Y Ld O O Y J O O N J o O r I RYA PERKINS Lic. No. 046565 0 /61=1 . z M :E d O U V1 DY U O O Li N n O Cn } 07 > a- < m m Q O W o W Z z y Y O < N <Of w U O O U Q W Q Q H � Q Z O U) z Cr, Z Z Q XUJ J of z U � LU a- z LJJ UJ UJ LL, O V O (, rn �+ LLJ J Q MN w m J Q SHEET NUMBER CG-103 C } m N STR. 115 TO STR. EX 100 w 0 o Q a N o O C 0 T N E ° 524 STR. 111 TO STR. 110 524 a Wcn z n O J o CIO o m > r 3 N u c 0 o N Q z O ro J O F w = M O N U N E 00 O Z > Z Y O V) 0 H n Z J O a O U U cc °° N O ° a z o r af v o O o o Z N 'D = < _ Ld a r � o O NO N LLJ O ° W LL Y cn N w U U O ° N , � � d U Y J U .3 �y o0 18- N J O J L OO 2i N 3 ■ C O 0 D a U m U � u jE 7 o �x l U RYA PERKINS00 y a n IC. o. 046565 tioo o4/I�/2o21 0 9+75 10+00 11+00 12+00 13+00 9+75 10+00 TONAL 00 o° F N GRAPHIC SCALE IN FEET m V 0 10 20 40 U 0 N o N w o = p N U7 ~\Li > m o HORIZONTAL a- o Q o 'm 4 a"� \ Z Z ° 0 = � 3 v N 3 Y o a N a w U Ul O O U N s � U s J U 3 I `o Q U � 2 W M u > C 1 1..� > ° D, 0 W 0 U p K ° 0 n Y Q W u m E a w ° N O O c c 0 w N ° O N m m r ^ L W v J U a '> 0 w 0 J_ O V_ C O w (Y d ` Q' N w C z a ' ^ 3 ° V C 0 ° O L � w N r O � Nc W X Z CD Q �� J2oLu v 0 a LL > UJ � y Lu N ° z �Z Y IZ w ° W LL,LLJ N a 1 1 I I1 N C w LL z ) O /n O S U V � O OL C a� �y CD 0 W J ) 3 (�' D_ m ` V Q t ° 0 LLJ U m C Q N m SHEET NUMBER ° s CG-201 GE 524 524 N `d' � ON N � In 6�(3-n). M M i O)In .. OMB O�� O iO?o �?o v��� ate» tO Nam» H ���� �� EXIST] G GRADE 520 � � g > > > 520 PROPOSED GRADE w \ U \ n 2" TYPE K OPPER \ � � � DOMESTIC TERUNE o o'er 'LL7�r 516 � o zzo 516 0.6' SEPARATION � w z z z o 58 LF OF 5" RCP ® 0.5096 52 LF OF 15" RCP ® 0.50�- ` O �i � z - 96 LF F 15" RCP ® p � — x�> --- --- 1.5' EPARATION 512 512 PROPOSED 6" SAN TARY SEWER LATERAL X RCP ® p,86y 18 LF OF 15" RCP ® .50% rJ08 23 LF F 15" EX RCP ®1 .48� 508 506 506 � � 00 � N � 00 N a vi �� � EOM 520 � � � � 520 z EXISTING GRADE „ Of»> r � 516 PROPOSED GRADE 516 15' RCP ® 0.4 % 512 512 508 508 U C N N O 0 v C ° 0 0 T E Y ° a ° 0 0 r 3 3 n D �j o J L Q v iJ c � 0 z ° Q 'o n N Z N U Q c J ° _D L J o J = ¢ I v A E Q y T y c � o ) ° a V o I � c 0 N v . Y) ` o C s c 6 � Q :J 3 c o 0 . � C v `o E E � O n o Q m I r C � O - v u m 0 o C � E v o E � C 0 c o 0 m 0 J 3 C � N � v � J � ° I o v � a � N � 3 > L L) u 13 J y O Y 1 v u E O Z � o n N f o n °- � n w 4 o 0 v N v Q T 0 n J Q nU z -> Q_ J O J c J Q E J � Y N yl C ¢ �: ° y ° � c 7 L c J J ,vn m 0 a oN O � J � Fn ° o� Y c ° n a v C v o Y u n � L v y � 3 L _ w O o E n 0 p o v � O L Z ~ rn AA N = < N m yl/ „ 2'-7„ 9� „ 4,_2„ OI ANI (GRATE REMOVED) DIMENSIONS FOR CAST IRON ONL1 DETAIL A %2 SECTION CAST IRON I- %2 SECTION STEEL NOTES 2`7" LUGS TO BE WITH 1 1'_31 " L 21/2" x 21/2" x 1/4"CAST 1 S PLANS. NDEPTHHGRTO BE SHOWN COLLAR 10`4" LONG GREATER 10ON FOR THAN ' USE STANDARD DI-1A B B A 2. THE "IF" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS I WILL BE MEASURED FROM THE INVERT OF CAST GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE F. IRON STEEL ==3 JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING OPTIONAL N 66 ± WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RIBS 43.6 LBS CONNECTORS SHALL BE DETERMINED BY THE 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING E=4 3. WHEN SPECIFIED ON THE PLANS THE LUGS ICONNECTORS INVERT IS TO BE SHAPED IN ACCORDANCE i 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 %Z' z 1;/i, x 4„J 1/2" x q„ STRUCTURE. LUGS L 12„ 91/z STUD SHEAR 4, IN THE EVENT THE INVERT OF THE 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 AND PLACING ALL MATERIALS INCIDENTAL RASED IN R C TO INLET SHAPING IS TO BE INCLUDED TT 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 I SEE DETAIL B 7. *4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE 1'-3" CLOTH 1 PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR. TO ABUTTING CONCRETE TO PREVENT 7 #68, #78 OR = SETTLEMENT. SETTLEMENT. IN LIEU OF DOWELS #8 x WIDTH A NOTCH MAY BE PROVIDED. _ N SEE STANDARD T-DI-3, 4 FOR 3" DIAMETER ALTERNATE DESIGN. WEEP LE SEE NOTE B J� �0 8. 3" DIAMETER WEEP HOLE WIT 12"X12" PLASTIC HARDWARE CLOTH I/" MESH N GALVANIZED STEEL WIRER 3" OR 24" 4M E WI WIRE DIAMETER 0.TEE NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE NN NyICLASS A3 PRECAS 9. CAST IN PLACE CONCRETE IS TO BE 00 .11II n I CONCRETE ISOTO BEI)4000 PSI• 1/2" �� 2"1 1 10. ANY ALTERNATE METHODS OF ANCHORAGE SECTION A -A II -I},I(� MEETING THE APPROVAL OF THE ENGINEER SEE DETAIL B CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE ARPROWEIGHT --j CAASTST IRRON 11. DUMP NO WASTE TO WATERWAY 15" CONCRETE PIPE - 1.528 CU. YD. CONCRETE it/•"+ GRATE 363 ± 18 LBS LETTERING IS REQUIRED ON ALL DI-1 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE GRATES. LOCATION OF LETTERING MAY 24" CONCRETE PIPE - 1.817 CU. YD. CONCRETE SECTION C-C SECTION D-D VARY BY MANUFACTURER. ADD 0.469 CU. ADDITIONAL FOOTDOFEDEPTH. GRATE DETAIL �V°°T STANDARD DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE: FRAME & COVER TTOP OF MASONRY IS TO BE LEFT SUFHE FICIENTLY LOW TPERMIT PROPER 1 ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR fT� BRICK AS DIRECTED BY THE ENGINEER. ==c411I b r///%1MMMMMMMIIII■ 30F���r��� I�..wnl���V= � 302 0I-3A, 36, 3C r/////.10��\ . DIAMETER=4'-8"+(2 x WALL THICKNESS)) SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK [-A 45- HALF PLAN VIEW MH-1 MH-1 1'-9Y4' DIA THE LETTERS V.D.O.T. ARE OPTIONAL IF USED THE LETTERS ARE TO BE i✓" 11/2" �i" CAST IN THE DEPRESSION IN TOP OF 11/z' W2" SCOVER HOWN.1 'HIDE RAISED '/a" HIGH PS i'i FINISHED DIMENSION I/e/� " B 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 1 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMEM 0.45 - 0.582 MANHOLE FOR 12" - 48" PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION C F INLET BACK OF SIDEWALK EXPANSION JOINT OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS 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. 4/ A ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 5 SHEET 2 OF 5 REVISION DATE 106.01 1 106.02 BARS HARDWARE CLOTH SECTION A -A r KEYED CONST. JOINT 2'-10" RPED GUTTER B L" APPROACH iN 5 M BARS A GUTTER I 7' RS G 1 9 BARS F BARS E B #3" DIAMETER BARS E ----�I WEEP HOLE FRONT ELEVATION BARS F V. 1'-6" s" BARS B (GUTTER REMOVED) ; 3'-0" II L `BAR F BAR A II BARS D FACE OF CURB CONTROL JOINT GUTTER CRACK PLAN 1/4 L_ 5XI/4' BENT PLATE \ SECTION B-B p•, N TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS.• • v I/• R L21/2"X2'/ "X'/4' •...- GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH 00-2 & CG-6 STANDARDS. TYPE A • TYPE B I/2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH I/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT T C-C. 2" APPR. PAVEMENT DI-3B L DI-3C L WARPED PAVEMENT = I ---- F�-ON' FLOW l FLOW 1'-0" 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB Ll FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SECTION A -A LETTERING OPTIONAL APPROXIMATE WEIGHT CAST IRON FRAME 137 ± 7 LBS. RAME 239 ± 12 LBS. O P:; IrR OEl 1:11:11:1 TOP A SECTION B-B BOTTOM SPECIFICATION STANDARD MANHOLE FRAME AND COVER REFERENCE VIRGINIA DEPARTMENT OF TRANSPORTATION 224 302 TABLE OF QUANTITIES DH3A, 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. Yda. No. Lin. Ft. #( No. Lin. Ft. No. Lin. Ft. #E No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft.* No. Lin. Ft.* Lbs. DH3A 2'-6" 1.15 2.26 - - - - 1 5'-7" 3 3'-2" - - - - 6 1'-0" 22 4' 1.83 2.59 5 1'-6" 2 6'-7" to W-10" 3 5'-7" 3 3'-2" 4 1'-6" 3 1'-6" 4 1'-0" 64 6' 2.75 3.02 5 T-6" 6 6'-7" to 6`10" 3 5'-7" 3 3'-2" 4 T-6" 3 V-6" 4 1'-0" 111 8' 3.67 3.46 5 5'-6" 10 &-7" to 6`10" 3 5'-7" 3 T-2" 4 5'-6" 3 V-6" 4 T-0" 158 DI-3B 10, 4.58 3.90 5 T-6" 14 V-7" to V-10" 3 5'-7" 3 T-2" 4 7'-6" 3 V-6" 4 1'-0" 204 12' 5.50 4.34 5 9'-6" 18 6'-7" to V-10" 3 T-7" 3 T-2" 4 9'-6" 3 V-6" 4 1'-0" 251 14' 6.42 4.78 5 11'-6" 22 '- '-1 3 5'-7" 3 3'-2" 4 11'-8" 3 1'-6" 4 '- 298 16' 7.33 5.22 5 13'-6" 26 6'-7" to 6`10" 3 5'-7" 3 N-2" 4 13'-6" 3 1'-6" 4 11- " 345 18' 8.25 5.66 5 15'-6" 30 6'-7" 6`10" 3 5'-7" 3 N-2" 4 15'-6" 3 1'-6" 4 - 391 20' 9.17 1 6.09 5 1 17'-6" 34 6'-7" to 6`10" 3 5'-7" 3 1 3'-2" 4 1 1T-6" 3 1`6" 4 '- " 438 6' 2.75 3.01 10 1'-9" 4 6'-7" to 6`10" 5 5'-7" 3 3'-2" 8 1'-9" 6 1'-6" 2 '- " 111 8' 3.67 3.45 10 2'-9" 8 6'-7" to 6`10" 5 5'-7" 3 3'-2" 8 2'-9" 6 1`6" 2 '- " 158 10, 4.58 3.89 10 3'-9" 12 6'-7" to 6`10" 5 5'-7" 3 3'-2" 8 3'-9" 6 1`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 1`6" 2 '- " 252 DI-3C 14, 6.42 4.77 10 5'-9" 20 6'-7" to 6`10" 5 5'-7" 3 3`2" 8 5'-9" 6 1`6" 2 - 298 16' 7.33 5.21 10 6`9" 24 6'-7" to V-10" 5 5'-7" 3 3'-2" 8 6'-9" 6 1`6" 2 11-01, 345 18' 8.25 5.65 10 7'-9" 28 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 7'-9" 6 1'-6" 2 392 20' 9.17 6.09 10 8'-9" 32 6'-7" to 6`10" 5 5'-7" 3 3'-2" 8 B'-9" 6 1'-6" 2 1 1--o 1 439 NOTES 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 2. THE "H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. B. 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 I/," MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03", NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT 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 IS-1. THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L+16" AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18. * DENOTES LENGTH OF ONE (1) BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 19. ALL REINFORCING BARS TO BE#5. 4. PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT STANDING OR PONDING OF WATER 4000 PSI. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING 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 IS 4'-0" WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DHMB. XVDOT STANDARD CURB DROP INLET SEIFIC REFE ENCEN SPECIFICATION STANDARD CURB DROP INLET �y°°T ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 233 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' REVISION GATE SHEET 2 of 2 104.09 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 accum INLET TIME RAINFALL RUNOFF INVERT ELEVATIONS LENGTH SLOPE SIZE PIPE CAPACITY Q/Qt VELOCITY FLOW TIME upper 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 33% 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 1 0.64 0.109 0.658 5.00 6.30 1 4.74 509.60 1 508.70 1 105 1 0.90% 18 1 9.74 49% 1 5.48 0.32 1 6.15 HYDRAULIC GRADE LINE CALCULATIONS - 10 YEAR INLET 0.8D+ INV (OUT) ACTUAL OUTLET WSE DESIGN OUTLET WSE Do Q. Le Sra Hf JUNCTION LOSS FINAL H INLET WSE F L / ELEV Vc (8) Ho (9) Q; (10) V; (11) q V; (12) 2 V ; Zg H; Angle HA Hf Surface Runoff Factor? 1.3 Hf IS-17 0.5 Hf (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 O.OS 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 YES 0.03 0.05 515.29 516.93 > m O 0 W N 0 O ~, I z m � I z l O I') N M N G­) ¢ Z > O Ld Z O Q U = N O U N O N 0' CO U ¢ I z O n 0_ O O O 'D Z ~ O w Of 7 C J _ D W y w O O :2 3: _ 0- 3: y J E O O (14 J O O r I RYA PERKINS LiC. No. 046565 0 /61=1 Z m :E LL U O N O U N C w 0 0 Cn O 0C� I-- Cn > m a- Q6 Q m m ¢ _ \ o o y W Z Z y O ¢ In ¢ w (U!l O O U ►L�J w Z Q J_ C' j - ^� 1 I � I ' W 0 U J U) Q U Z r � V Cr, Z Z Q X Uj J �� z U�LU0 O Z Uj w W >- W o z n O O U / rnLd �+ J N Q M co W m J Q SHEET NUMBER CG-202 U C N 0 a 0 0 T E Y 0 a 0 0 r 3 N 0 0 N Q ° 0 O T v Y n c 0 0 0 v D C z 0 J O Z I 0 s z , ° z 3 0 I ° i 5 :J 3 N C Doi E L n ° C ° O �O i L Q o ;J v u +� c o o 0 E E T n v Q C ° 0 o -o c � E a to 0 n n I o V 3 L C U o s N ; J 0 0 c w 7 =� I � C � O 0 a n J � 'u :J m Y a m Y L O 0 h c o O n � C � W V ,m V ai N U w L O Q C W E Z D N J � 1 - 9 c Z ° _ 0 z U Q c `m L 1 C J N v 0 a o O � J � m 0 O � Y c 0 n a v to U C m o ° n ° 5 � y � 3 n s _ w 0 0 C N E 0 to ol- PLANT SCHEDULE LARGE SHADE TREE QTY BOTANICAL NAME COMMON NAME CONT CAL / HT AR 4 Acer rubrum 'Red Sunset' Red Sunset Maple B & B 2.51Cal Strong central leader GS 6 Gleditsia triacanthos inermis 'Shademaster' TM Shademaster Locust B & B 3.511Cal 12' HT MIN, Strong central leader UA 6 Ulmus americana 'Princeton' American Elm B & B 2.5"Cal Strong central leader EVERGREEN SHRUBS QTY BOTANICAL NAME COMMON NAME CONT HEIGHT MICE 6 Myrica cerifera Wax Myrtle Cont. 24" HT MIN Uniform; Dense; Full to the ground Po 22 Prunus laurocerasus 'Otto Luyken' Otto Luyken Cherry Laurel Cont. 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. ISEMINOLE TRAIL U. S. ROUTE 29 I (VARIABLE WIDTH R/W) KEY PLAN LEGEND PARKING LOT LANDSCAPING AREA PAVED PARKING AREA ...-.SET,\ v C1j _ S3B 58 8 =81 8 _18"RCP _ a - C1 OP=512.85 FL=509.60 IN II 15-So7.50 BM 2 EXISTING SHRUB TO ( )- # MULCH BED LINE (TYP.) _� p. � IN IN(18)-508.70NORTHEAST REMAIN (TYP.) WI TOP=117.79 �IV OUT=507.40 CORNER OF DI SIUKM urtrtllW EASEMENT FORTUNE PARK ROAD 15"RCP FL=514.45 2 ELEV=512.83 D B 1643 PG. 641 (PLAT) a A N(33 PG. /w� _ D.B. 1477 - D-B. 1643 PG. 643 -I _ TOP=516.46 J Q F1 -511 95 TOP=512.32 �� - - - - - - FL=506.30 20' ACSA SANITAR i \ SEWER EASEMENT \ D.B. 1482 PG. 105 D.B. 1739 PG. 532 VARIABLE TH STORM DRAIN EAS T \ B. 1643 PG. 641 (PLA \ GRAPHIC SCALE IN FEET 0 10 20 40 I / /a piillg§ � 4 � jet P ACSA W E a nRE HMT E EF r / D.S. 17M PG 531 PARKING LOT LANDSCAPING KEY PLAN SCALE: 1" = 50'-0" J eo .� 1♦♦1� a I 5F I 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 County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-294-111-297 for complete specifications) 1. The fallowing items shall be shown on the Plan: M Trees to be saved; M Limits of clearing (outside dripline of trees to be saved); M Location and type ofprotective fencing; ❑ Cnadc changes requiring tree wells or walls; ❑ Pmposed benching or tunneling beyond the limits ofcleming. 2. Machines: ® All trees m he saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin mill the tree marking has been inspected and approved by a County inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ® Heavy equipment, vehicular traffic and storage ofconstruction materials including and shall not be permitted within the driplmes of trees to be saved. 5. Soil Erosion and Storm rater Detention Devices: ® Such devices shall not adversely affectbees to be saved. 6. Fires: ® Fires are not permitted within 100 feet ofth dripline ofoces to be saved. 7. Toxic Materials: M Toxic materals shelf not be stored within 100 feet of the dripline of area to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline ofa nee to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree Who saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as faraway from the trunks oftree as possible. Tunneling Eder a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Clete ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: M Damaged troes shall be treated immediately by pruning, fertilisation m other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION T REQUIREMENTS. /�� 0211m1 OVfNEJ SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1106 Page 1 of 1 0 N 0 N 0 - I l l l l l l z l 0 M N L rM N U Q Z% 0 vi o z O Q = U N O U N O N CC CC) U a Iz o r 0 o O o Q Ld I Z U) zt O W y 7 to J O !n � _ cl W Y Ld O O Y J o 0 E N J OO � O 0 BBIE D. ROACH Lic. No. 1870 04/19/2021 z m :E a_ 0 U N w0 o O N In O H Cn > 07 > a- ¢0 Q m m Q 0 o o _ J z CD V Y O a N a w (U!l O O U z Cr, Z Z Q X z J UryLUC) of Z W��w>- W o_ z LL UO U rnLLJ ) J N Q W m J Q SHEET NUMBER CP-101 U C N N O U 0 -o 0 0 I E Y 0 T a ° L_ 3 a 0 0 a � o n � J Q O � T � v E Z y � T n � it c 0 Z o a J ° z ° _ o Z Q c J ° i 2 0 o n I `o i ° � v L n .3 C o -• i o 5 U 3 J � ° E 3 U 0 0 J -O � L E o T n Q I o d L 0 - o 0 E o � E U O n w I � � w B � C � o� U ° J � c n � N ° � 3 L � 3 h o J =' I Y 0 Y n 0 a E n 0 0 U � n n ° � L y 0 U T s ° = C C v Q v Q n o Z Q C W n E J N Z C Z ° z ° i L n °r' I � i v 0 a o O � J � ° o ° Y C ° n a v C U o n � L � y � 3 L .v 0 0 J .. E U O L Z ~ 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 Dictionary of Plants Cultivated in the United States and Canada, most current edition and Manual of Woody Plants: Their Identification, Ornamental Characteristics, Cutture, 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 amendment/additive 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 %-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 III. Execution A. Site Conditions 1. Inspect site and notify Owner in writing of acceptance with indication that project conditions are acceptable 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 4L LEADER M m 0 N w N � 0 vwi _o C10 0 m I? 0' IIII11IZ1 rE NURSERY STAKE o N M N U Q Z > 3RAISIVE RUBBER TIES. O (3 TWO INCH TREE STAKES. w Z ¢ o L 6�" AWAY FROM EDGE OF THE = N :�: 3ALL. STAKE LOCATION SHALL NOT � o ERE WITH PERMANENT BRANCHES. M 0 3 SHALL BE PAINTED BLACK PRIOR TALLATION. w o o � o Z N _ Q TO MULCHING, LIGHTLY TAMP SOIL Z ~ o w ID THE ROOT BALL IN 6" LIFTS TO of o N 0 J TREE. DO NOT OVER -COMPACT. THE PLANTING HOLE HAS BEEN cc Z Y LLED w 0 0 - 3 a Y NED SOIL. TURN THE SOIL TO E COMPACTION TO THE AREA AND 0 0 SHOWN. N -R OF MULCH. OO ON TOP OF ROOT BALL SHALL NOT ■ D o (DNIFINISHED � GRADE. EXISTING SOIL. SCARIFY SIDES OF PLANTING PIT TOP OF ROOT BALL SHALL BE FLUSH WITH I �0� FINISHED GRADE. 450 BOTTOM OF ROOT BALL RESTS ON O � EXISTING OR RECOMPACTING SOIL. ROBBIE D. ROACH LiC. No. 1870 �9. 10/26/2020 z SET SHRUB AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3) -1" 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 Z m :E a O U V W O == O N Cn o \ Cn > Mm > a ¢0 a m Q 0 \ o Z W CD Z Y O a v a w (U!l O O U V ) WU) OQ W rD V Z_ 0 P- p a J a_ z Cr, Z Z Q X J o z U � LU J a_ z LLI W�LUw� W O c)V U rnLd �+ J N Q M C J w M J Q SHEET NUMBER CP-501