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HomeMy WebLinkAboutSDP202000080 Plan - Revision Letter of Revision 1 2022-01-31�mmI>- m m Ul fn U U m v N 0 a 0 C O T N E Y O T d O J O L 3 N O C N N O O N N Q U C O 0 T v Y 0 N a 0 v 3 c C � O _J N N `o Y .L. > J > o J m U 3 Qo J L N 3 � C � N E n J c U 00 � r QY J c 0 N c u 0 0 . o 0 0 n E Q � I o 0 0 LN N v v o � L � E � o n n v I n � N O � 3 c O L v u J 3 I � C h N �o a I Y � N Y L Eo o '- T O N 'J C y � C N N u 0 w 0 O C C o N E � C = C � O Y N � o C N 'J L :J N v 0 a o N O � J � N 0� y c 0 n n N C v o Y n N c � 3 �L 0 0 U C N n E U or I� 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. N 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 W C , MEEE, EVEam - - � NN CCC�cz NIL 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 IV, ALBEMARLE, VIRGINIA RIVANNA MAGISTERIAL DISTRICT �} i ROJECT LOCATION ORTUNE PARK ROAD STATE ROUTE 1722 VICINITY MAP SCALE 1 " = 500' NORTH SHEET INDEX SHEET NUMBER SHEETTITLE CA-100 COVER SHEET CA-101 GENERAL NOTES CV-101 EXISTING CONDITIONS CV-102 DEMOLITION PLAN CS-101 SITE PLAN CS-501 SITE DETAILS CS-502 SITE DETAILS CG-101 GRADING PLAN CG-102 DRAINAGE MAP CG-103 STORMWATER QUALITY AND QUANTITY PLAN CG-201 STORMWATER PROFILES CG-202 STORMWATER CALCULATIONS & DETAILS CU-101 UTILITY PLAN CU-501 UTILITY DETAILS CU-502 UTILITY CALCULATIONS & PROFILES CL-101 LIGHTING PLAN CL-501 LIGHTING DETAIL CP-101 PLANTING PLAN CP-501 PLANTING NOTES AND DETAILS TOTAL NUMBER OF SHEETS: 19 PROJECT DATA SITE STATISTICS PARCELID: 046134-00-00-001D0 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 LANDSCAPINGTO 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 COMMUNFTY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT d W N Lj O Q O 0 N M N U Q Z > O uo ujZ O 0 U c O N U Q Z O n 0 00 r p Z N co = Q Z ~ O } 7 � J O N � =cl� W Y w O 3 J Z d Y Q J N 0 OO � o 0 7 "J� i RYA PERKINS LIC. No. 046565 3 U m U V) m rl� w 0 Ln Q�Q�cn W > m d Q m Q o z o W S < z 3 V Y0 U w S Ul O O U w W v / 0. W O U V Z `YZ QLu J = U� W mow 0./ Q N LL Q O J LLI N0U 7 w< w Lu a X SHEET NUMBER CA-100 r z 0 U W J Q w m J Q C 0 0 ° a 0 C O x T E 0 T 0 r 3 0 N ti c 0 0 a 0 `o x T E a 0 0 a ° 3 ° ° o � c � o z o J O Q N x O w i z w o � c H I 3 0 s ry 3 0 x " n a`, E o � w Q :J r c J o U 0 o `o E n N o Q E I v = o ° 0 N N o c � E � n o I � � n � o 3 C U N J u s C 3 0 I `v n _n o N > o FL I a :J Y U Y y E y c V O C V V m m h � `m O N J w C U O � c m ) E w 2 z C_ Z C J O a N Y ° w Z � 9 � 0 r Q C J N W 3 a o O � J � N N O � L ° y c 0 � y n a m ° o Y U n � s � y � 3 �s O p n � 0 p o or I� 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. �cnmmI>- � � m m Ul U U m Q k1;c:�: d;co:: O O > 0 > o I,_I w 0 0 m > W Y o z Of Q < o Z z _ z_ U D CC z O 0 m � O `1 0 Q w OL a cn Q m a- Z J O U ~ z U w Q o m O J > r m ■■■m©©o O ro N M N U Q z > OLd Li 0 z O 0 U c O N � U a z o n 0 zN Z co = Q Z ~ c } 0 U) N J O Ncl� � = W y w O O � - J Y Q J N N 0i 00 N J J ■ O o "7 v� RYA PERKINS LTC. No. 046565 0l/31/2022 m U p N O U V) m rl� wp Ln � - w�N F__ � U) > m 'm Q Q Q \ w _ C 3 U y O V w < S Ul O O U Q v Z V Z Q X J Z C)� of LU Z W W �w D_ z c) rn (D u U / ) 0-) Ld -1N < Q M W m J Q SHEET NUMBER CA-101 � � m m Ul cn U U m v 0 m v C O T E Y 0 T 0 r 3 0 L N ti c 0 °m < 0 E 0 T v Y 3 a D 0 z o _a z 0 v J c Z 0 n 0 N X ' w L o J v .N+ 3 N N 0 0 �y C 3 _O 1 � E J o v v c y O c J o � v u O c E n < 0 I ° a o E - O o N n ^' I � `v � n v � n O N v v j 3 C N L � U J' 3 I o � v u > o J I � 0 Y 2 n Y 0 U E a O N � y h o T c 0 V N N c y N 0 D L n � v 0 N 0 Z c 0 v 5 z J c J 0 Z m - v � C w � L :J v v 3 a O � J � 0� y c 0 � y n a c N O � 0 n � 5 O y Z 3 n s 0 0 J .. E n � 0 O o or 0� i / ( Q� co v /�j Q; m / 0' ACSA WA ERLINE & FIRE HY RANT EASEM NT / D.B. 1739 PG. 532 / / TOP =517.05 / FL=510.40 I I ROD � N END SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) v._. Till t. �.._ r r :��C.aYJ�%1N'•--- '... tl�+ hltfii �:r�c7i i�S1?1_ ti1. N WIN ROD \518 SOP=517.67 625 // COLD NOT ACCESS h9 AbI 524 _�- -520- - TOP=519.95 FL=514.25 TOP=518.47 \ \ \ FL=515.30 1\\ �2" N7 Imo. \\7 `V 1111'- CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING CHORD Cl 133.38 325.00 23'30'53" 67.64 S50'44'05"W 132.45 C2 65.30 35.00 106-54'18" 47.22 N87'34'13"W 56.24 C3 46.14 35.00 75'31'49" 27.11 NO3'38'51"E 42.87 LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS 91 ROD SET ®�� �� 52S ROD FAD. -- -- -- \ f \ 524 s? \ _ / BM #1 \ 3 SQ. CUT ON T -51g LIGHT POLE BAS ELEV7-_520 71 520/ Lwow l�l / i i -520 Tc'A co A -•519-- -/ ONE yc. 514 �'RE3u--- -- -- ----�ROD- SET- _ T 513 S38 58 OP=514.4- '=512.85 FL=509.60 15=507.50 BM #2 u8=so� aoQ�� /CORN REOFTDI VARIABLE WIDTH STORM DRAIN EASEMENT ELEV=512.83 D.B. 1643 PG. 641 (PLAT) D.B. 14�77 Q lb 7 ='f5"CPP518 517- - - SS SS -516_�-- �515 Cl FORTUNE PARK ROAD (5a=R/ DB 16 RST CITIZENS BANK & TRUST COMPANY ADDRESS: 1815 FORTUNE PARK ROAD PARCEL ID: 046B4-00-00-00lD1 ZONED: HIGHWAY COMMERCIAL / - ��, -TOP=5T8. \ - - - - - - FL=515.30 C --e i T P 518.08 SSS SS S FL- 13.10 lop 5"RCP TOP417.79 FL=514.45 43 PG. 643 TOP=516.46 J 20' ACSA S AAITAR FL=511.95 \ \ SEWER EASEMENT \ D.B. 1482 PG. 105 D.B. 1739 PG. 532 VARIABLE TH _ \ _ STORM DRAIN EAS T \ B. 1643 PG. 641 (PLA \ 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 0 DRAINAGE MANHOLE 0 SANITARY MANHOLE yc LIGHT POLE GRAPHIC SCALE IN FEET 0 10 20 40 ALTA/ASPS LAND TITLE SURVEY OF �tiz x op >. 080 ACRES OF LAND LOCATED ON THE P SOUTH LIAL' OF SEffIZVOLE 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 " PHONE - 804-545-6235 LAND SURVEYORS e FAX - 804-545-6259 & PLANNERS J.N. 20-667 \ N \ 0 N � O Li < o O O co z v) > o > m w U) w o Of n� J > O W Y z of O < F F- V) < U D CC z O m a- o `1 0 < w o o < cn L_ m < m z J O U Z ULJ D < o m O � J U m 5 CC LLJ > > m N 6 z 0 M N M N U < Z > O o Ld �o < O O U ca O ((/l E cc U < z O 0 00 c 0 / \ Z N co = < U) O } of 7 cooJ 0 N � 1 of W YY m O O 3 - J Z < a Y < J N 0 o� O 0 m U 0 N O U V) m Of wp Ln w00 ~ cn > m m < < m a_ O O w w Z CD Z a y Y 0 a v w (U/l O O U U) (DV Z O Z _ _ C) X z W Q U < / Z_ CY Z Z Q � 7 J of Z U0 Z W W L a- w z O V U / rnLLJ �+ r J N < m J < SHEET NUMBER CV-101 m 0 0 m a 0 C O x T E y O T a ° r 3 0 N 6 c m 0 0 Q ° Lo x T v Y T d c 0 0 3 a a o Z � Q o a- v 1 0 z J o J O Lo � y ° > 3 J ? w O N Y � 3 L � C 0 0 i 0 Q� J ° r C c 0 0 0 J cc N ° L 0 ° L E 0 n o Q a I O c 0 `o o� � v n I Lo n U � � a m c ° O 3 J r C =� N s N 3 0 � v n C O > v N J O I a J � n Y U y U v a N E y0 p O O � T h 0 o m V yV U c v N h a� 0 O y c 0 0 z v J E C Z .7 C J N C � L N y S r :J y m 0 a oN O � J � N N O � L O y c 0 � y n a m C N O L U n 0 � y Z 3 n s 0 0 J y E n � 0 p o or I- / C\q Y o w=� �O3a [[�ca r l il� W 0' ACSA WA ERLINE & FIRE HY RANT EASEM NT / D.B. 1739 PG. 532 EXISTING CG-9D - ENTRANCE TO REMAIN EXISTING WATER METER AND--,, SERVICE LATERAL TO BE REMOVED AND ABANDONED AT MAIN I/ TOP=517.05 FL=510.40 I EXISTING LIGHT TO BE REMOVED I(3) EXISTING SHRUBS TO BE REMOVED _ • O.B. R�� FND. N41*24'45"E �✓,am SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) ROD 82.21' FND. m t'C v'C+,'4 V'i t'4 �'4 V'i '+fi St►1(i'7`�; l��► �, TOP=517.67 TO BE REMOVED ' COULD NOT ACCESS EXISTING SIGN TO BE REMOVED EXISTING LIGHT TO BE REMOVED EXISTING TREES AROUND BUILDING TO BE REMOVED (TYP.) \ P L e ' P P a a L/e � mm 9X / EXISTING LIGHT ® TO BE REMOVED a EXISTING STORM STRUCTURE TO BE REMOVED TOP=519.95 FL=514.25 PP mtc ® P C CUT EXISTING SIDEWALK EXISTING STORM PIPE TO BE REMOVED i n � C� #3290 1 STORY BRICK F.F.=521.00 1.080 ACRES AT NEAREST JOINT EXISTING STORM PIPE' OA (4) EXISTING SHRUBS TO BE REMOVED o(/j A TO BE REMOVED EXISTING 4" SANITARY SEWER LATERAL TO BE ABANDONED AND CAPPED AT SEWER MAIN �c TOP=518.47 EXISTING STORM PIPE FL=515.30 TO BE REMOVED A (3) EXISTING SHRUBS TO BE REMOVED 5 "E EXISTING LIGHT BM #i TO BE REMOVED SQ. CUT ON LIGHT POLE BA ELEV=520.71 99.91' ROD ROD @Q @ SET - _ FND. - 1 \ Cf EXISTING SHRUBS AROUND m BUILDING TO BE REMOVED (TYP.) ® �y EXISTING BUILDING Ilie J TO BE REMOVED p / ' "e FIRST CITIZENS BANK & TRUST COMPANY ® ADDRESS: MID FORTUNE PARK ROAD - PARCEL ID: 046B4-00-00-001D1 ZONED: HIGHWAY COMMERCIAL V DUMPSTER I �� PAD I, / ,LIMITS OF DISTURBANCE EXISTING STORM PIPE TO BE REMOVED EXISTING INLET TOP EXISTING LIGHT TO BE REMOVED TO BE REPLACED \ (SEE SHEET CG-101) I } N - t// 5 - 13 40 /1CP- - - -i TO EXISTING BE REMOVED STRUCTURE / / /��I . ;� � _ _ - - -T -5TB I EXISTING STORM STRUCTURE y1- - - - Oo EXISTING LIGHT FL=515.30 - -TO BE REMOVED �� ® 6j TOP518.08 cn TO REMOVED SS SS SS S ®� SS S FL=�13.10 JJ hop 15. 0 (4) EXISTING SHRUBS TO NV IN 00 7.// s - a - BE REMOVED PCB V.oUT ,tea -ROD---------- 2L - - ------ - � �- �- �! SET - RCP EXISTING STORM S3a:58'3$"�- _$L38 O TO REMAIN Cl \ f�b - OP=514.47 =512.85 FL=509.60 EXISTING CG-9D C� \ - - (15)=507.50 BM #2 ENTRANCE TO REMAIN ��p10 F� (18)=508.70NORTHEAST VARIABLE WIDTH (2) EXISTING SHRUBS TO TOP=t17.79 UT=507.40 /CORNER OF DI STORM DRAIN EASEMENT BE REMOVED FORTUNE PARK ROAD 15"RCP FL=514.45 ELEV=512.83 D.B. 1643 PG. 641 (PLAT) D.B. 14�77 - � D.B. 1643�PG. 643 _ TOP=516.46 �v? \ J /�Q FL=511.95 �^�� � 2 ACSA SA V 5 SEWER EASEMENT D.. B. 1482 PG.. 05 (c') _ - _ - - D.B. 1739 PG. 532 \ VARIABLE TH - _ STORM DRAIN EAS T B. 1643 PG. 641 (PLA \ NOTES: 1. THIS DEMOLITION PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR RELOCATION OF ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 2. THE CONTRACTOR SHALL KEEP ALL ADJACENT ENTRANCES AND PARKING AREAS FREE FROM DIRT, DUST, AND AGGREGATE CAUSED BY VEHICLE TRACKING. THESE AREAS SHALL BE SWEPT AS OFTEN AS NECESSARY TO KEEP AREAS CLEAN AT A MINIMUM ONCE PER DAY. 3. ALL VALVES, VAULTS, MANHOLES, ETC. THAT ARE TO REMAIN SHALL BE ADJUSTED TO PROPOSED GRADE. 4. CONTRACTOR TO CONFIRM ALL EXISTING STORM STRUCTURE INVERTS PRIOR TO PROPOSED STORM SYSTEM INSTALLATION. 5. CONTRACTOR TO CONFIRM ALL EXISTING SANITARY SEWER INVERTS PRIOR TO PROPOSED SEWER INSTALLATION. 6. DEMOLITION OF BUILDING TO INCLUDE REMOVAL OF FOUNDATIONS, UNDERGROUND STRUCTURES, AND BUILDING UTILITIES. 7. ALL EXISTING UTILITIES WILL MAINTAIN MINIMUM COVER DURING CONSTRUCTION AND VALVES WILL BE FLUSHED TO GRADE. B. ALL EXISTING PAVEMENT AND CURB AND GUTTER WITHIN LIMITS OF DISTURBANCE IS TO BE REMOVED. 9. SEE SHEET CP-501 FOR PLANTING BED AND SODDING DETAILS. LEGEND: UTILITIES TO BE REMOVED -/////////- II LIMITS OF DISTURBANCE GRAPHIC SCALE IN FEET 0 10 20 40 �fnmmI>- � � m m Ul U U m \ N 0 N C O LLI Q O O > O > o LLI w O J > LLI Y O z Of Q F-- o 1­ � V) a - z z U =) CC z O m a- 0 O Q w o Q (n LL Q a z J O CD Z ULLI z Q o m O � J > r m I- Q Q m � z o ro N M N U Q Z % O d Ld Z o U c O ) Of � U Q Z 0 7 0- z O r p Z N co = Q Z U) O Y of 7 cooJ O N � = W Y w O 3 - a Y Q J E N 0 @ O r 7 "v� I RYA PERKINS LIC. No. 046565 0l/31/2022 3 U m U V) m a w0 cn Q wON Q \ cn mm Q m 4 \ o � W Z ZCD a y y 0 a v w (U/l O O U Q Nv L1 Z V Z Q X J of L U � Lu Z W W �w a- z O V u U / ) 0-) Ld -1 N < Q w m J Q SHEET NUMBER CV-102 �fnmmI>- � � m m Ul U U m v 0 0 m a a v C O T E Y O 0 r 3 0 L N c �i v 0 a 0 O T v Y a c 0 0 a 0 c 0 0 0 3 D O Z i Q � J � Z C v it y n 3 'O I n 3 C E v � v � o n -o o . i Y .J Q 0 J v c v 0 0 :J `v a v � of E a n c Q v O v o v v ti c v �n v v a n v I 3 U � L u s 0 3 0 � O o c o w j u v I o 0 � O � a n > J I � Y v L Y 'J `o E = 0 0 n n v � C y T c N N o -> N � N 7 0 L C O N E C � O 7 y c Z C Q 0 J N �o � C L r :J v v 3 a oN O � J � N N O � L O y c 0 � .v. n a v N o Y u n � 5 c v y � 3 �s 0 0 J y E n � 0 p o or I� NORTHING: 3 EASTING: 11 PROPOSED MONUMENT SIGN (UNDER SEPARATE PERMIT) NORTHING: 3934422.42 EASTING: 11500431.54 10' FRONT BUILDING SETBACK O `/ _ Ili m ' 24" WHITE SOLID STOP BAR l W (SEE SHEET CS-501) N R1-1 STOP SIGN & R5-1 "DO NOT ENTER" SIGN (SEE SHEET CS-501) R1-1 STOP SIGN (SEE SHEET CS-501) 24" WHITE SOLID STOP BAR (SEE SHEET CS-501) EXISTING CG-9D ENTRANCE TO REMAIN IL p E �2 NORTHING: 3934307.12 EASTING: 11500509.65 WORTH CROSSING CENTERLINE SEMINOLE TRAIL - CENTERLINE UUKNLK Uh UI ELEV=512.83 CURVE TABLE CURVE LENGTH RADIUS I DELTA ITAINGENTICHORD BEARING1 CHORD Cl 133.38 325.00 23'30'53" 1 67.64 1 S50'44'05"W 132.45 C2 65.30 35.00 1106-54'18"1 47.22 1 N87'34'13"W 56.24 C3 46.14 35.00 1 75'31'49" 1 27.11 1 NO3'38'51"E 42.87 SEMINOLE TRAIL U. S. ROUTE 29 10' FRONT BUILDING SETBACK (VARIABLE WIDTH R/W) r. U. D. ROD X ROD N41°24'45"E 82.21' nND. FND. _ _ - _N46'42'45"E _ 1 1 � ou - fo l L1 v1vC -BARK ROAD _ (5"/W° D.B. 1643 Pr Adz FORTUNE PARK ROAD CENTERLINE ADA SIGN AND BOLLARD (SEE SHEET CS-501) VDOT STD. CG-12 RAMP (SEE SHEET CS-501) I -ADA PARKING SYMBOL (SEE SHEET CS-501) GRAPHIC SCALE IN FEET 0 10 20 40 DRTHING: 3934595.36 \STING: 11500561.37 ROD END. - _ -LIGHT (TYP.) FIRST CITIZENS BANK & TRUST COMPANY ADDRESS: 1815 FORTUNE PARK ROAD PARCEL ID: 04664-00-00-001D1 ZONED: HIGHWAY COMMERCIAL PAY STATION, MENU BOARD, AND LIFT GATE (DESIGN BY OTHERS) CURB AND GUTTER (SEE SHEET CS-501) SITE PLAN LEGEND HEAVY DUTY CONCRETE CONCRETE SIDEWALK LIGHT DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT CURB & GUTTER 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 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 \ N 0 N C N O LL, < Q O O _ > o > o w w O J > LL Y O Z Of Z � o Z � 0 U D nC Z O m a- o `1 o Q w o a cn LL m Q m z J O U Z ULJ D a o m O � J LLJ r m Q Q ■■■m©©o O M N M N U Q Z > O vi o �z Q O O U cU O N cc U a z o n 0 zNcoo Z N = Z U) O Y of7 c J O Ncl� � = W Y m O 3 J Z a Y Q J N 0 O O "7 v� RYA PERKINS LIC. No. 046565 0l/31/2022 CN 3 O m U V) m rl� wp cn Q w�N Q O > m a m a \ o w o _ C 3 U Y O V U)< S Ul O O U Z W 6" WHITE STRIPE BYPASS LANE TO BE MANAGED / WITH CONES BY ATTENDANTS SUBGRADE: STABLE AND COMPACTED TO A DRY V J I DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM-698) TO A DEPTH 8" BELOW SUBGRADE ELEVATION 3934451.83 11500719.57 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 Q /z v 0_ Z Z Q X J of Z U � Lu Z W W �w � z O ran Do U u (I'''�/ V 0-) 0) LLJ -1 N Q M w m J Q SHEET NUMBER CS-101 m 3 V) J_ a H W H 9 WE 0 / a. ,. E 0 0 0 rT) of 0 N N O N r%) i' 0 0 V) Lu w 0 w ft u C m m m m U n U U N W o N N N N N SSFF u a \ IN W Q v e 5 Fy'q�� N A f ` o m 0 L5 ° ,OCR O 3/8" WIDE x 1" DEEP O� 30 1. ��L O O a SAWCUT CONTROL JOINT p0� 4" CONCRETE, MIN. 3000 PSI STRENGTH idt z w O > O > W Y Of j fY o 4" COMPACTED VDOT TYPE I z0 W Of Y Y SEE CONCRETE SIDEWALK SECTION ° #21-A STONE BASE �F Ck J f111�$09 �+yfy` z Z ~ z BROOM FINISH ,i` 116�_ ' �+'"F�+++ _j ° I +u_ }y r E G� CONCAVE O ADA PARKING SIGNAGE g / / o n ' J r (PER DETAIL) �p\N( � O Q > w P Q � O Q 01 z o a =I -I I-ITI_ITI_ITI-11-1-1-1-1-1-1 1-� �� w L N �l 4 D U (n CC Z y N COMPACTED SUBGRADE NOTE: REFER TO (WHITE LEGEND, RED BACKGROUND) I ° 3" GALVANIZED GEOTECHNICAL REPORT FOR r N °° SQUARE TUBE N FINAL SECTIONS AND DETAILS N a APPLY 1/2" THICK PRE -FORMED PLAN SECTION z � of EXPANSION JOINT FILTER 0 0 _ INTERIOR SITl�RB1TTER o N = USE 4" SCH. 40 STEEL PIPE CONCRETE SIDEWALK DO NOT ENTER SIGN (R5-1) M a 0 FILLED WITH CONCRETE WITH TOP ROUNDED. PAINT TRAFFIC min 16 N Z a Y YELLOW IF SIGN IS WITHIN p CENTERLINE OF DRIVEWAY r�•� PAVED AREA OR SIDEWALK O V o n o O o D 5 5 z Q o SLOPE TOP v 0 PERPLAN 5/16" BOLT IN 3/8" o CONCRETE TE (ALUMINUMIG0.08 THICK, HOLE (TYP. OF 2) N M 0 SHAPE AND SIZE VARIES a z o z ^ o o c o ° GROUND / PAVING SURFACE 1 a W } o O W co O N W ro0� 0 + 3 4000 PSI CONCRETE . 'I �I' e, fO 2.0 MIN. IN SIDEWALK / N N 3 o 0 s J AND PAVEMENT AREAS � / N J_ a.• 3 O O 4 VARIES GALVANIZED STEEL PIPE v � I N M y TWO COATS WHITE Sj,TFi 04p o v REFLECTIVE TRAFFIC PAINT �� O YY PE v ADA PARKING SIGN POST DIRECTIONAL ARROW o� 0 U RYA PERKINIS y Lla. No. 046565 OI/3I/2022 TYPICAL AT ALL 18"02" R7-8 SIGN GREEN LEGEND ON WHITE G j�NAL o ACCESSIBLE SPACES BACKGROUND; WHITE SYMBOL PAVEMENT / 0 �/� Fmvm ON BLUE ON WHITE BACKGROUND 4 PARKING LOT STRIPING TO FINISHED GRADE z :Ea_ v PARKING BE 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT N O m U N Of U O N p. .. _ — —iTi •--i _ Ln o ADA SIGN POST (PER DETAIL) =� a III= I - a = "-1 1= I w \ o O Q m r n _` I I I Ell I- I— Q \ o z m o Y 3 TYPICAL AT ALL VAN 12"x6" R7-SP SIGN GREEN LEGEND ON `r -U -' Y O a N z a w r ACCESSIBLE SPACES VAN WHITE BACKGROUND �ccasleLE s 3 _ I111^ �IIII 12"x9" PENALTY SIGN (AS REQUIRED BY STATE OR LOCAL CODE) - ° 6" DIAMETER CONCRETE BASE 0 6" o J a 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 W y ADA PARKING SIGNAGE PARKING LOT STRIPING SIGN POST ° 0 30" A `o R=4„ W a y i..:e`e t 2.0' MIN. 7.0' 9" 2.5' FROM BACK CURB OR BLDG v 3,000 PSI CONCRETE m a 1.0' 2.5' 2.5' 0.875 q 2-#3 BARS U) N a� 2 COATS OF 4" 0 1.5" CHAMFER L WIDE BLUE TRAFFIC w BITUMINOUS SURFACE N PAINT (TYP.) z m o O a o w 1 COMPACTED BASE COURSE E 3 a BACK OF CURB o 0 °D '� x TUE CURB AND Q — c GUTTER 0 o N Xz" DIA. STEEL RODS COMPACTED BASE COURSE v v M#NIMUMAR) 2.0' A REB R) 2I0' M N MUMOLLENGTH 7 z `m ELEVATION VIEW SECTION A -A ` r � STRIPE WITH 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT NOTE: < 'X` z R=1a" 1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE CURBS TO PERMIT RELOCATION OF CURBS. 1 1i u Q v 2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED 2.5' OFF OF BACK OF CURB J = 0 w a N r , J rn (WHITE LEGEND, RED BACKGROUND) v p U Lu o ADA PARKING SYMBOL STOP BAR STRIPING STOP SIGN (R1-1) CONCRETE WHEEL STOP Z < w Y W ww 0 � � z W o �r� LJ O N C) u Ld CN Q W m J/ C N Q E SHEET NUMBER 0 r CS-501 C v 0 0 N N a v 0 E 0 T E O T a 0 L 3 0 L N O C v O a 0 Y 0 0 a 0 v ° 0 c 3 o Q C � O J ° Q N 0 � o v V 3 I n ° 5 3 N v C N v L E n c 0 o ° i N � r Z O « N c ° 0 ° � v � c a 00 E a E Q� I ° — o o ° 0 c -o E m m ° ) I a v 3 U y 0 L O O N s J 3 c 0 7 c v I ° v � o �o a n JI o J 'o Y n v Y v L E O 0 T U - V O h � V m V _ V v 0 h � N O ° 3 i+ � c N E Y y J c_ C � O O W _ — C n v V L V � c :J v v 0 a o O � J � N v O � L O y c 0 n a v v o � 0 n ° L N y � 3 �s . m 0 0 E n � 0 0 0 0r CG-12 A •5 DOWELS, 8" LONG AT 12" C-C� 0 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 1 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 II &lCCU0RSBSW&k NDII DE OF TRAVE CROSSWALK CURBSHALL BE PROVIDEI PERPENDICULM CR 'WIT@MEAMKEITYPICAL PLACEMENT I 4' BUFFER AT INTERSECTION 5' SIDEWALK TRIP WITHIN CROSSWALK DIAGONAL PLACEMENT o CROSSWALK R?q M0{ CROSSWALK 4 GRASS CONCRETE CURB II II WITH BUFFER STRIP x WITHOUT BUFFER STRIP CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 48-1 MAX. SPECIFICATION REFERENCE 105 502 LIMESTONE CAP, TYP. EP HENRY 16"xWx4" CMU EARTH TONE 31B ,. z O LL O LL O F_ DUMPSTER ENCLOSURE - ELEVATIONS LIMESTONE CAP, T1 EP HENRY 16"x8"x4" EARTH TONE 31 B_\ A DUMPSTER ENCLOSURE - ELEVATIONS DUMPSTER PLAN 0 DUMPSTER 12'-0' CEDAR GATE DOORS, PAINTED GATE STRAP HINGE, (3) PER DOOR CONC. FILLED 6" DIA. BOLLARD, TYP. PAINT TO MATCH METAL SIDING ON BUILDING 1/2" DIA., 18' LONG METAL ROD GATE LATCH 4" GATE CASTER DUMPSTER ENCLOSURE - ELEVATIONS CEDAR PLANKS ON STEEL FRAME, INSTALL LATCH HARDWARE & o CASTERS @ DOOR BASE. PROVIDE e (3) HEAVY DUTY EXTERIOR GRADE STRAP HINGES PER DOOR. FRAME OF DOORS TO BE 3"x3"xl/4" STEEL ANGLE WELDED (1/4" WELD MIN.) ALL CORNERS W/ 3"x3"xl/4" STEEL ANGLE DIAGONAL CROSS BRACING WELDED TO STEEL FRAME. WELD TOP AND BOTTOM STEEL ANGLE OF FRAME TO STEEL TUBE ATTACHED TO HINGES �24"x24"x48" DEEP CONC. FTG. (2) #5 VERTICAL, THIS F' Y SECTION OF WALL 16S0 CONCRETE FOOTING W/ (2) #5 CONTINUOUS. INSTALL 1/2" DIA., 18" LONG, METAL Y ROD GATE LATCH. INSTALL 3/4" x 6" M HOLE INTO CONCRETE @ BOTH OPEN AND CLOSED POSITIONS TO RECEIVE LATCH ROD CONTROL JOINT CONC. FILLED 6" DIA. BOLLARD, TYP. PAINT TO MATCH EIFS ON BUILDING, SEE BOLLARD DETAIL EP HENRY MASONRY �mmI>- m m Ul fn U U m k 1;c:�: d;co:: O z Z O O_ > O > o w LL] o J > LI Y o z Of Q < o Z z a — z z U D CC Z O m O p Q w o Q (n Li 0 Q a- Z J O U Z ULI a0 o 0 0 co J_ co m w a\ > / m I> ■■■m©©o O M N IM N U a Z > O o Ld �z Q O O O c O N cc U a Z 0_ z 0 p Z N co O = a Z U) Y 0' 7 CQ J O Ncl� � = W Y W O 3 - J Z � 3 a Y J N O 00 � o O "7 v� RYA PERKINS LIC. No. 046565 0l/31/2022 m v 0 N O U � V) � m w0 Ln Qr wON ~ cn > m 'm Z Q Q m Q o z o W W CD z a Y y 0 a v w Ul O O U v / J Q W 0 W m Q v Z V Z Q X J ' ` z UryL( of Z LU Lu WD_ LL] >- z O �F� LJ u U rnLd �+ J N Q M W m J Q SHEET NUMBER CS-502 �fnmmI>- � � m m Ul U U m v 0 0 m a 0 C `o x T E Y 0 T ° 0 r 3 0 L N U C 3 v ° 0 z - ¢ o J N 1 Q J � c Y ° Z c 0 `0 J ? T _ v E y � T Y d c � o Z � a ° n � 0 Y it c � o n ¢ _ `c a- i z Z ° ¢ C m Z: _Z '- � 3 ¢ Y 0 � L j 3 I c v J E U m o U m L n C C o° i ° ¢ ° J - E c 0 0 oa J E U ' a 0 C � o `0 n v I v o N n v O n � o UJ 3 n „ I L 0 � s U 3 C � 0 U J v c 0 N v N C 0 v 0 FL � n � o U N > N JI J y Y O Y c `0 E m o � v = N a y y V o c � v E o w � C � O J � 1 'v � v Z L ¢ v Y c v 0 a o m O � J � N N O � L O y c 0 Y y n a v � 0 0 N O L U n � N y � 3 n s 0 0 J y E In D 0 p 0 0 r � wco o d �O3a Q �a W m I / TIE TO EXISTING CG-9D ENTRANCE 518./ TC N / TOP=517.05 FL=510.40 p ` / / 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 0.86% 509.60 508.70 STR. EX 102 TO STR. EX 101 122 LF 15 IN EX RCP 1.93% 511.95 509.60 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') 519.76 5.62 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 -526 _ - - - - / CONTRACTOR TO ENSURE 2% MINIMUM SLOPE THROUGHOUT GRASS AREA TO INLET 115 Q _ 525 524 - 5�� _ i _-_----523--- _ --- --- _ --- ---------- --- ice- 521--_ ���� i iT�i5i0 -1 J� _ �\\�\ \\ -524, 518--J -- i�\\ �523, _ ` \ 522. -525 / / / 5 / 521- \ \ 115 \�� -// BM \ \\ \ \\ 519 � LGHHTT' CUT POLE 8B.,, `' I I IE / / /• 518 \ S, ELEV=�20 \ \ - 5247 520.13 519.68 519.57 519.99 \ \ TC TC BC TC BC TC, / 519.69 \ P � 520 \ I 6" PVC 0 2.07 //TC9 89 GREEN CLEAN CAR WASH \ MIN SLOPE (TYP.) FFE=519.69 0 I I yti� /f - ` /� I 519.68 519.57 FF FF - h�520 5.1T9C.69B C s a FS519.22 519.FS _ Ti9T.G' 9 I3 1 \ 519•TC FF CC\�520.08 A 5e:519.709TC 520.17 519.61 520.02 -TC 0 \I TC \ I I 520N FS TC 519.61 w 519 519.11 S TC `•• • 519.75 ' /5 0.33.11 _ / TC 519.82 TC BC - ' 519.48 qV / 521J TC 519.45 518.84 TC `:' BI T519 519.41 r. 518.84 519.35 p 518.84 518.84 ey TC p RAISED 6" ISLAND 113 �S P 519.25 - ( N 52 .15� o I TC \ s TC ME D h� \' 1 FF -4 I \ 519.25 \ RIDGE LINE�'� t-- 4 519.15 / � 519.14 519.00 TC \ 518.88 1.83% T 520 - TC 518.43 \ P - -4 9.0 519.01 518.61 BI \ 518.79 TC 518.94 TC / \ ' - LIMITS OF DISTURBANCE T FS HP_ 519.18 �_ 518 518.76 " TC 518.60 I -aJ� (0.79 AC.) 518.45 C BC ': 518.71 T0.S4j �519.24 518.65 FS` ;. TC BC �! TC FS 518.73 - _ 518.68- TC i' \ \ FS 518.39 / 518.54 8� N 518 / FS7.77 TC /_ \ 517 84 �a 9• \ FS 112 � •:r w \ ETC 519--- 11 ;;n- �r..517.70 =^> \\ 517 110 � T /517 \ -� s\ 18, \ \ \ I to / 517 / 517.42 TOP=518.08 518 -516-.9- 6- I _ � FL=513.10 , ME 79- -- - - --- - 51_ 6. \ 1 518-9 517.00 ' IN=�507Aa S CONTRACTOR TO ENSURE 2% _ - - - :517 = _ _ - - r' -FS ME__�\-� 21 = _516 n V�k?51486;75• MINIMUM SLOPE THROUGHOUT- - - ---- 515- GRASS AREA TO INLET 110- - - - - �� \ 18"RCP O ��C10 513 -_-_ -- -514 - � OP=514.47 =512.85 FL=509.60 (15)=507.50 (18)=508.70 BM #2 1 THEAST VARIABLE WIDTH TIE TO EXISTING BUT=507.40 NER OF DI STORM DRAIN EASEMENT SIDEWALK ELEV=512.83 D.B. 1643 PG. 641 (PLAT) TIE TO EXISTING \ 1 516.43- CG-9D ENTRANCE TC ME - 516 FORTUNE PARK \ 5"RC� T�P 14 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 \ N 0 N C N O LL, < Q O O_ > O > w w O J > LL Y O Z Of Q a - z z U M Z O m � a- O � O Q w o Q (n LL m Q a- Z O CDJ Z ULJ D Q CC O � J_ m Q LLJ > m ■■■m©©o o M N M N U ¢ Z > O o Ld Z O 0 U c O N � U ¢ z o n 0 z O p Z N co �p = Z U) U Y of7 coo O N � = cl�W Y W O O 3 J Z a Y ¢ J N 0 o 0 "7 v� RYA PERKINS LIC. No. 046565 0l/31/2022 O m U V) m m w0 Ln Q wON Q cn > 'm a_ Q m o � W Z CD Z a y Y 0 a U) w (U/l O O U Q V 0 Q X W J � o z U Lu J � Z W W �w a- z O V u U / 0-) ) LLJ -1 N D- Q M w m J Q SHEET NUMBER CG-101 � � m ml >- � � m m Ul !n U U m v 0 0 m Q R C O T E Y 0 T d O 0 r 3 N c 0 0 Q R 0 T m Y 3 T D d 1 c Q o � o Q a Y � Q 0 v c D o Q C Zo Q o y N O V .s. 0 I C 3 �0 �o � 3 O Z � v E Q� 0 0 0 ✓ 0 C 0 �v Ou c E ° n Q � 0 I � a o E c v o 0 o c E n v o' -6 �0 n v c a 0 N v C N N U s 3 � O 7 W u i C J 0 0 J o Y 2 Y n U E ma N 0 � v y V � O T T C O V v V C _ c N L 0 w U � 0 Q o C N Q E Y � Q C_ 1J C 0 Z _Z o C Y .v � L v V r 7 c J � v 0 a oN O � J � N N O � L O y c 0 n a v �0 C N O L U n � v y Z 3 n s 0 0 J y E m D 0 0 0 or �, c\q rr � Z�o.,, w Q 0- ca CC� `mo w r / TOP=517.05 FL=510.40 p ` / / 1 SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) -------------- i 5 519 71tiry hryNryo�1/ /-- --_ \\51a DA 115 �/ \� �� �s\ 1 , , /// /\\\ // BM s \\ , I I ' / 115 \ _ S0. CUT ``'�� \ \ , LIGHT POLE B E \ \ \ 518 ELEVl520. \ \ \ \ , O 7� 519 `\ \\ / GREEN CLEAN CAR WA 1 ' DA 114 FFE=519.69 1 I DA BLDG ` I I / I 1 / 114 520- }TWIT 519 DA 111 I 1 r521- ' u 519 113 520 ' s ' 112 00 \\\s7y\� \� DA 110 5t7/ l 110 - = s1s-- + \n S 00 I 1 _ i -_��\ �/-----•517-\ \ I .10 51 \------------- +&NV IN=5O77u,- --___ _ _ _ _ __ �513 / p C10 - )_ (15)=507.50 BM #2 (18)=508.70// NORTHEAST TUT=507.40 CORNER OF DI ELEV=512.83 4.47 10 � Z - 4.4 � � z DAEX11N, FORTUNE PARK ROAD D.B. 1643 PG. TOP= 6.4 FL1.95 TOP=517.79 FL=514.45 10 \ DRAINAGE AREA LEGEND IMPERVIOUS AREA PERVIOUS AREA DRAINAGE AREA BOUNDARY STORM STRUCTURE LABEL DRAINAGE AREA LABEL DA-EX101 DRAINAGE AREA SUMMARY DRAINAGE AREA LABEL r� Z TOTAL AREA [AC-) AREA (AC.) MANAGED MANAGED TURF AREA (AC.) FOREST/ OPEN SPACE AREA (AC.) C CN TIME OF CONC. Tc (minn) 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 DA 114 114 0.05 1 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 82 5.0 Post Total 1.23 0.53 0.70 0.00 0.59 77 5.0 NOTES: 1. OFFSITE DRAINAGE BOUNDARIES ARE BASED ON GIS CONTOURS. GRAPHIC SCALE IN FEET 0 ## # k 1;c:�: O O > O > o LLI w O J LLI Y Z O_ Q ~ F- V) Q - Z z U M CC Z O m O Q W o a cn LL D Q a z J O U _ z U L`' o D m < >- m momm©©0 m O N M N U Q Z % O cn p Ld Z Q O O U cc U N U a Iz O 0 00 r p / \ Z N co = Q Z U) O } of 7 c J O N � = cl�W Y w O 3 - a Y Q J N 0 o� O O r "7 v� RYA PERKINS LIC. No. 046565 0l/31/2022 O m U V) m a w0 cn Q wON ~�cn' m m Q a m a o o W Z ZCD a y Y 0 a N w (Un O O U Q v Z V Z_ Q 7 J of Z Lu C)� Lu Z W W �: Lu Luw a-cl� z O V u U / 0-) ) LLJ J N D- Q w m J Q SHEET NUMBER CG-102 0 a 0 `o x T E Y O T 0 D O 5 3 N n N 3 6 Z < y a- 0 U r 0 < <v � o Y 0 o < 3 T Y E � Y n T h � o j o 7 a J 0 0 Y o m C m c � o n c c O o ' 1 0 N L < o C C N 'O - D 3 0 j oO L E 3 n" < 0 - o o -O N Y O c C O E 0 �U o I jn o a c o .E 0 0 `o O L 7 m I � h `o n n 0 3 Y u Y 3 ` E o" 0 7J w v u � C � m N O y a V N I n V O � U m a N `0 N 0 y C O � O T z Q o _1 Y r � C z < Z ZY a; Z: Q N r o < C < E 3 � c < C O N Y o N 7 L r c :J y m 0 a o r, O C J � Fn o ° L v y c 0 �y n a 0 0 L U Y) C O y � 3 n s -u 00 5 0 2i C N m E U � G 0� i:l STORMWATER MANAGEMENT LEGEND IMPERVIOUS AREA PERVIOUS AREA LIMITS OF ANALYSIS = 0.79 ACRES (LIMITS OF DISTURBANCE) STORM STRUCTURE LABEL 101 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. 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 Forest/Open 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 Ti me of Concentrati on(Tc) F 10.0 min Channel Protection Compliance Energy Balance Equation, 1-year Storm Improvement Factor o-9 O post < I.F. x C`pre x RV_1re/RV_1ost < 0.9 x 2.88 x 6011 / 3964 1.80 < 3.93 PASS Flood Protection Compliance 10-year storm Post < re 4.30 < 5.69 PASS DEQ Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet - Version 3.0 2011 BMP Standards and Specifications 0. 2013. Draft BMP Standards and Specifications Project Name: Date: Site Information 3290 WORTH XING 1/31/2022 Linear Development Project? No Post -Development Project (Treatment Volume and Loads) Enter Total Disturbed Area (acres) 0.79 Pre-ReDevelopment Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/Open Space (acres) -- undisturbed 0.00 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 Post -Development Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/Open Space (acres) -- undisturbed, 0.00 protected forest/open space or reforested Managed Turf (acres) -- disturbed, graded for yards or otherturf to be 0.30 0.30 Impervious Cover (acres) 0.49 OK. OK. 0.49 0.79 Area Check OK. OK. data Input cells constant values calculation cells 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 1 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 0K. 0.00 0.00 0.001 0.00 0.00 OK. OK. OK. 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 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) 0.00 0.00 0.00 0.00 0.00 0.00 Total Phosphorus FINAL POST -DEVELOPMENT TP LOAD (Ib/yr) 1.20 TP LOAD REDUCTION REQUIRED (Ib/yr) -0.19 TP LOAD REDUCTION ACHIEVED (Ib/yr) 0.00 TP LOAD REMAINING (Ib/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 (lb/yr) 8.57 NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00 REMAINING POST -DEVELOPMENT NITROGEN LOAD (lb/yr) 8.57 GRAPHIC SCALE IN FEET 0 15 30 60 PRE DEVELOPMENT / / 1 / SEMINOLE TRAIL U.S. ROUTE 29 (VARIABLE WIDTH R/W) BM SO. m , DGHT POLL ELEV 520.71y � / cV � Q) I /ti W 'a D�ffa / .... / / #3290 CO 1 STORY BRICK F.F.=521.00 - I 1.080 ACRES TOP-517.05 FL=510.40 INV OUT=507.4 j/ CORNER OF DI • U. J UJV d' PARK ROAD ELEV=512.83 R� - //� D.B. 1643 PG. 643 TOP-512.32 - - - - - - FL=508. POST DEVELOPMENT / / / / n TOP=10. 05 / / FL=510.10 / INV IN(15)=507.50 '/ -- BM #2 INV IN(18)=508.70 NORTHEAST INV OUT=507.40// CORNER OF DI ELEV=512.83 SEMINOLE TRAIL U.S. ROUTE 29 (VARIABLE WIDTH R/W) GREEN CLEAN CAR WASH FFE=519 69 ""UNE PARK ROAD 150 R/� D.B. 1643 PG. 643 75 7FL-511__ TOP=517.79 FL-514.45 TOPTOP \ \ 1 \ I 15' P TOP=517.79 �`- FL=514.45 TOP-516.4 FL=511.95 \ 10 \ �mmI>- I- m m Cn C0 U U m \ N \ O N N O Li H < I0 O O_ > O > LLI LLI O n y > LLI Y O Z Z � ~ H N _ z_ U M CC Z O m F_ o I-_ `1 o w o < cr) LL < m < m z J O CD _ ~ Z U LLI Z O H M Z n- < > r m O 0 N IM N U < Z> O (n Q �Z < o O U cc O N cc U < of o of z O r` O 0 Z N O = < Z ~ O } O 7 c J O N � = W Y m Z C - J Z a < Y < J 04 N O 0 r` I RYA PERKINIS Lla. No. 046565 0l/31/2022 U p N � O m U � V) Of Of w p �N Ln LL) ~ O } m m a_ < < m < O \ o z o W S CD z 3 V Y O < w < S Ul O O U QL W Q Q Q f O C) I < z_ Z Z Q X UJ J of Z U � LU Z w UJ LL,� a - L J I- z O ran V U U rn �+ LLJ J Q MN t' J Ld m < SHEET NUMBER CG-103 6 m m } c U n U U m STR. 115 TO STR. EX 100 N N N N \ w o N H N N O Q Q \ 0 O 0 0 Z Z _° O O_ T � m Z 0_ v > _O > O w (n w rl-Lo524 STR. 111 TO STR. 110 524 z 0 LJ y U Z Q T O F- V) U CC Z O 0 m w 0 r 0 00 Q > w 3 a cn w Q v Z J n O U U � H Z w o Q CC sLoig 0 H J v U (n Y j } m H 0 m � n N O N J Q Z w ° O `ro N n T N w U Q o E z > H y Q o D Z O J O Q U O U O K o N M U F o Q Z O r ) of 3 0 ^ o O c o ° / \ Q = O C ' ` } O O 0 7 J O N `OLF OF =cl� W Y o W O 3 (D J Z d U c < O Y Q p i J N 3 O N s O O N J O J d 3 O o E o U E 0 CO y if 0+y, 0 O a U RYA PERKINS y v a ° 0LO IC. o. 046565 F "o��.n ol/31/2022 5 9+75 10+00 11+00 12+00 13+00 9+75 10+00 �jONAL O O V) N GRAPHIC SCALE IN FEET 0 10 20 40 U 0 N o U N a O -o wO O = o m O w N } n 4 Q \ z z } o HORIZONTAL a o a o 'm ° U v 0 S < U 3 U C 3 Y O Q N Q w N w UJ Ul O O (J r ° I s J 3 Q o U w � 2 v W o WU v F O O 0 Y wn w a � N N LL M y C O O c 1..� T I� N c N O O ON m C_ N J - C v ° U N N (n w J_ O 0 C O v Y E Q w C ,^nl Z V 0_ O O C (n d N r O N� W X Z Q J2oLu 3 a LL ON C) J � N Lu N ° z < Z Y IZ W ° y w Lu W N a �LLJ >- N W a- �• Z ) O /n O ° V (n O O L C a� �y W � 3 J ° N < y N t O p W U m C Q N m SHEET NUMBER r CG-201 a ~ 524 524 a_ N ? � O N oi'n r a � u� o inZ� �'�r op�r rj "'zo a��(n r� � ate» O V) min .. � �� EXISTING N � > > GRADE �zZo 520 � . • � > > > 520 PROPOSED GRADE �\ o 2" TYPE COPPER \ tOfO o DOMESTIC WATERLINE o o'er •Nor 516 � o zzo 516 0.6' SEPARATION W � Z Z Z — O 58 LF OF 5" RCP ® 0.5096 �i 2 LF OF 15" RCP ® 0.50% � O�Z 96 LF F 15" RCP x � > 1.5' EPARATION 512 � 512 PROPOSED 6" SAN TARY SEWER LA RAL X RCP ® 0.869; 18 LF OF 15" RCP ® .50% rJ08 23 LF F 15" EX RCP ®1 .4896 rJ08 506 506 � � 00 � N � 00 O> � D1 Qj pi a'�' � �oM 520 � � v � � � 520 g > z EXISTING GRADE � Z Z p 516 PRO OSED GRADE 516 15 RCP ® 0.4 % 512 512 508 508 !b U C v o DI-1 %2 SECTION CAST IRON- %2 SECTION STEEL NOTES 0 2'-7" 0 LUGS TO BE CAST WITH 1'-3%" I L 21/2" x 2%2" x I/i' 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR , 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10'USE STANDARD DI -IA C m B B ° A -- A 2. THE DA DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS L 0 I CAST GALV. ONE WELDED WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE = a F IRON STEEL =3JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING N 66 ± WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS OPTIONAL 43.6 LBS ESHALL BE BY THE 4 - - BRACE RIBS 3 LBS I TONCOLLARS CONTRACTORT FROM FIELD CONDITIONS. 0WHEN INCLUGSLUDING ICONNECTORS INCLUDING 3 INVERT IS TOBD ON THE EPLANS BE SHAPED IN ACCORDANCE z =. WITH THE COST OF (PLACING Tig�" FURNISHINGDARD AND ALL MATERIALS gl/" 2,_7„ INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE +• 4'-2" %2' x 4/2'' x 4"J I/2" x 4" STRUCTURE. ° PLAN LUGS L 12„ 911 STUD SHEAR 4, IN THE EVENT THE INVERT OF THE r f .+.. -i CONNECTORS OUTFALL PIPE IS HIGHER THAN THE 3 3 (GRATE REMOVED) SEE A BOTTOM OF THE STRUCTURE, THE INVERT "O DETAIL OF THE STRUCTURE SHALL BE SHAPED -% WITH CEMENT MORTAR TO PREVENT J SECTION B-B STANDING OR PONDING OF WATER IN THE Q o STRUCTURE. THE COST OF FURNISHING m N COLLAR DETAIL / 'MIN RAISED CFTERING AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED ti 2%z" IN THE BID PRICE FOR THE STRUCTURE. c Z DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 40" OR GREATER. FOR DETAILS SEE Q CAST IRON ONLY STANDARD ST-1. o DETAIL B z 6. THIS ITEM MAY BE PRECAST OR CAST- Z) o DETAIL A D 1 IN -PLACE. _ Q ¢ 4'-2" HARDWARE 2 6 SEE DETAIL B 7. #4 X 8" SMOOTH DOWELS AT CLOTH 1'-3" I APPROXIMATELY 12" C-C TO BE j -0 2' 7" I PLACED IN ALL AREAS ADJACENT c 0 4" DEPTH AGGR. #68,#78 OR TO ABUTTING CONCRETE TO PREVENT Q c ww ww _ #8 x 8" WIDTH �������������� = N SETTLEMENT.IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. :J `0 a Q. o- a p . ,op> iv _ SEE STANDARD T-DI-3, 4 FOR = a s a s s o 3" DIAMETER ALTERNATE DESIGN. ,Yj i, - fN in ma D. COLLAR WEEP HOLE SEE NOTE 8 8. 3" DIAMETER WEEP HOLE WET 12"X12" }i v Q x z z z i Z ,p - PLASTIC HARDWARE CLOTH MESH / E 1s 5� 12" OR GALVANIZED STEEL WIRE,IIINIMUM g y - - = - 12°-15"-16° OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH IF _ HARDWARE CLOTH ANCHORED FIRMLY N iv a vN n TO THE OUTSIDE OF THE STRUCTURE. o - D' p' o p' �p 9. CAST IN PLACE CONCRETE IS TO BE m CLASS A3 PRECAS ") o CONCRETE IS000 TO BEI)4000 PSI• :N o 1%Z" SECTION A -A 1"II_ + _1" + 2" .. 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER •j o SEE DETAIL B CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON -) -o LUGS AS SHOWN HEREON. 0 v c 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE 15" CONCRETE PIPE - 1.528 CU. YD. CONCRETE 1/4 � � APPROXIMATE �s' CAST IRON GRATE 363 WEIGHT ± 18 LBS 11. TO WATERWAY DUMP NO WASTE REQUIDRAINRED LETTERING IS REQUIRED ALL DIM v o '0 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE f -�j ET GRATES. LOCATION OF LETTERING MAY 24" CONCRETE PIPE - 1.817 CU. YD. CONCRETE SECTION C-C SECTION D-D VARY BY MANUFACTURER. c "' ° `o ADD 0.469 CU. YD. PER ADDITIONAL FOOT OF DEPTH. GRATE DETAIL ° SPECIFICATION STANDARD DROP INLET REFERENCE J ^; ROAD AND BRIDGE STANDARDS +� 3 SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233 302 .. 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 0 J 0 � 3 0 E C N v n Q 0 I � o y - c 0 m o u c c N v n 0 �a H E c � C O ° v J `o C N m v J � I � n � E � a v 0 3 J I :J cLi Y 3 Y O E w 0 U C V ° � v N FL o n N V . U a N � L 00 c O T �o ) Q C - �j c N z U Z> - N Q 0 J O =) c J N Q Y �+ 11 c Q C O 7j I Y ° C ) 7 L V .O+ I 7 c :J v m 3 DN O � J � Fn 0� Y c 0 � Y n a v a) ° v o 0 � U n � L v y � 3 n s _ m 0 0 J y E m � 0 0 0 9 0r y­ SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE: FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TPERMIT PROPER 1 ADJUSTMENT OF COVER AND FRAME TO GRADE �- THE USE OF MORTAR OR T� BRICK AS DIRECTED BY THE ENGINEER. i //I.�!"Lin 4AA �111_ r ////%//M!!I 302 DI-3A, 39, 3C DIAMETER=4'-8"+(2 x WALL THICKNESS, SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK ['A 45° HALF PLAN VIEW MH-1 MH-1 T-9Y4' DIA THE LETTERS ARE OPTIONAL IF USED THE LETTERS ARE TO BE Y"11/2" i CAST IN THE DEPRESSION IN TOP OF 11/z' 1/z' SCOVER HOWN.) WIDE RAISED %" HIGH AS FINISHED DIMENSION I/e" A 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 B 1.2 0.785 1 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMENT 0.45 - 0.582 MANHOLE FOR 12" - 48" PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION INLET C F III `BAR F BAR A 11 BARS D FACE OF CURB CONTROL JOINT GUTTER CRACK PLAN [�B BACK OF SIDEWALK 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. 11/ A ROAD AND BRIDGE STANDARDS AD ROAND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 5 SHEET 2 OF 5 d REVISION DATE 106.01 106.02 EXPANSION KEYED JOINT --) CONST. BARS a B Ow 0 -!_. 0z 10' MAX, BAR SECTION A -A -{ !' KEYED CONST. JOINT WARPED 2" GUTTER 46 APPROACH BARS A GUTTER Ib v do (----------------- ---- ---__ BARS RS G 1 J (5 BARS F BARS E L= B *3" DIAMETER BARS E - - - -� WEEP HOLE FRONT ELEVATION BARS F a" 1'-6" 6" BARS B (GUTTER REMOVED) ; 3'-0" 1/4 5XI/4' BENT PLATE SECTION B-B i .a •, N TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS.-• r I/4 R .•1 �'� L21/z'X21/2"X1/i' GALVANIZED TYPE B NOSE DETAL SHALL BE USED WITH CG-2 & 00-6 STANDARDS. TYPE A • TYPE B %z, 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/Z' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" fggAPPR.PAVEMENT DI-38 L DI-3C L WARPED PAVEMENT FLOW FLOW 1._0" J 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL STANDARD CURB DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 10409 08/IU VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SECTION A -A SECTION B-B LETTERING OPTIONAL APPROXIMATE WEIGHT CAST IRON FRAME 239 ± 12 LBS. COVER 137 ± 7 LBS. D El El O P:; I ,v. D. O, 4. I rR O El El El El U TOP BOTTOM STANDARD MANHOLE FRAME AND COVER VIRGINIA DEPARTMENT OF TRANSPORTATION TABLE OF QUANTITIES A SPECIFICATION REFERENCE 224 302 DI-3A, 3B, 3C TYPE L AREA OF SLOT REINFORCING STEEL Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT Ft. S . Ft. Cu. Yda. No. Lin. Ft. #( No. Lin. Ft. No. Lin. Ft. NIE No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft.* No. Lin. Ft.* Lbs. DI-3A 2'-6" 1.15 2.28 - - - 1 5'-7" 3 3'-2" - - - - 6 T-0" 22 4' 1.83 2.59 5 1'-6" 2 6'-7" to V-10" 3 5'-7" 3 3'-2" 4 1'-6" 3 1'-6" 4 T-0" 64 6' 2.75 3.02 5 T-6" 6 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 3'-6" 3 1'-6" 4 1'-0" 111 8' 3.67 3.46 5 5'-6" 10 '- " to 61-1011 3 5'-7" 3 3'-2" 4 5'-6" 3 1'-6" 4 1'-0" 158 DI-3B 10, 4.58 3.90 5 7'-6" 14 6'-7" to V-10" 3 5'-7" 3 T-2" 4 T-6" 3 1'-6" 4 11-01, 204 12' 5.50 4.34 5 9'-6" 18 6'-7" to V-10" 3 5'-7" 3 3'-2" 4 9'-6" 3 V-6" 4 JI 251 14' 6.42 4.78 5 11'-6" 22 '- " to 61-10-- 3 5'-7" 3 3'-2" 4 IT-6" 3 1'-6" 4 '- " 298 16' 7.33 5.22 5 13'-6" 1 26 6'-7" to W-10" 3 5'-7" 3 3'-2" 4 IT-6" 3 1'-6" 4 '- " 345 18' 8.25 5.66 5 15'-6" 30 '- " '- " 3 5'-7" 3 3'-2" 4 15'-6" 3 1'-6" 4 - 391 20' 9.17 6.09 5 17'-6" 34 6'-7" to V-10" 3 5'-7" 3 3'-2" 4 17'-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 T-9" 6 11•6" 2 '- " 111 8' 3.67 3.45 10 2'-9" 8 6'-7" to V-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 JI 298 16' 7.33 1 5.21 10 6'-9" 24 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 6'-9" 6 1'-6" 2 11-0- 345 18, 8.25 1 5.65 10 7'-9" 28 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 T-9" 6 1'-6" 2 1 11 392 20' 9.17 6.09 10 8'-9" 32 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 8'-9" 6 1'-6" 2 '- " 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 V-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 DI-MB. 'ERENCE STANDARD CURB DROP INLET 233 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 302 VIRGINIA DEPARTMENT OF TRANSPORTATION D ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 104.10 STORM DRAIN DESIGN CALCULATIONS - 10 YEAR FROM POINT TO POINT DRAINAGE AREA RUNOFF COEFFICIENT CA inlet aaum INLETTIME RAINFALL RUNOFF INVERT ELEVATIONS LENGTH SLOPE SIZE PIPE CAPACITY Q/Of VELOCITY FLOW TIME upper end lower end incr I 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 4.74 509.60 508.70 105 0.90% 18 9.74 49% 5.48 0.32 t 6.15 HYDRAULIC GRADE LINE CALCULATIONS - 10 YEAR INLET 0.8D+ INV (OUT) ACTUAL OUTLET WSE DESIGN OUTLET WSE Do Qe Lo 5(o H7 JUNCTION LOSS FINAL H INLET WSE F L / ELEV Va (8) Ha (9) Q; (10) V; (11) q V; (12) 2 V ; Zg H; Angle HA Hf Surface Runoff Factor? 1.3 Hf II 0.5 Hr (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 1 0.60 1 512.78 516.43 111 514.10 512.78 514.10 1S 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 1 YES 0.03 0.05 515.29 516.93 m m } m m m (n !n U U N N N N N \ W N H N N O Q O O Z Z O O_ _ k O7 Z N > O > LI-I W O Of Y (7 W Y O Z Of Z Z H V) U D nr Z Q m a- Q 0 Q 0 W Q !n LL :2 0, Q a- Z J O U _ ~ Z U LJ _j 0 O H U O7 CC � Q m d Z O M N M N U > Z > O f/I p Z Q O O U m (DU) ` U Q IZ O 0_ 00 r O Z N CO = Q Z U) O } Of 7 c J O N � = W Y w O 3 - J Z < a Y J N O O O r 7 "v� I RYA PERKINS LID. No. 046565 0l/31/2022 U 0 N 3 O m U � V) m rl� w0 Ln WON ~ (n > DO Q m DOQ Q O o W Z Z y 1 0 a U) a w 4�J 0. U) w Z Q J_ J\ ^� 1 I ' ICI W O U o _ J v/!^ U Q /Z v Z Z Q X J Z UryLUC) of O Z LU w W LU a- LLl >- z O n O 0 rn �+ Ld a MN C J W m J Q SHEET NUMBER CG-202 N O 0 N N a a ° a T Y 0 ° s 3 0 L N ti c vi m 0 U O N Q O C O O S T m Y a 0 0 0 a O 0 3 0 D ° Z Q 0 J 1 o r 0 J O _ N � 3 � s 3 Y N � L E n } U o ° a 1 N Q 0 J o d U C C 0 o m � 0 0 E E n '- a a L I 0 _o o ° L N 3 m � o C a E d 0 n o I a N 3 C L O U � L 3 C O L � m I 0 o o a a J U a N Y N « E o 0 T v c v ° h � Y v N v v � U � N N L O P o E _2 Z N a J � 1 0 r N - 0 L � a I J N � a O N 0= J N N O a L a Y 0 0 N « n a N c � o L U n L C « O L .3 n « Oo U « E n U D o � a ..N O L l ~ / APPROXIMATE LOCATION OF PROPOSED GAS SERVICE CONNECTION (CONTRACTOR TO COORDINATE SERVICE WITH GAS COMPANY) BLDGCO 1 / C\? RIM: 519.68 31NV: 515.09 6" PVC 11 LF OF /6// PVC ® 2.I a 0 /�� J o CO RIM: 519.6Q INV: 514.85 6" PV;2" 45' HORIZONTAL B(TYP. OEXISTING FIRE HYDRANT 38 LF OF 6" PVC ® 2 ASSEMBLY / /�r- 0' ACSA WATERLINE & FIRE HYDRANT EASEMENT / D.B. 1739 PG. 532 2" RPZ REDUCED PRESSURE - BACKFLOW PREVENTER 20' PUBLIC UTILITY EASEMENT D.B. 5582 PG. 268-271 1.5" DOMESTIC WATER METER- (1) 6"x4" TAPPING SLEEVE- (1) 4" GATE VALVE TOP=517.05 / FL=510.40 / (1) 4" THREADED PLUG WITH 2 DOMESTIC SERVICE LINE CONTRACTOR TO PROVIDE MINIMUM 18" VERTICAL SEPARATION BETWEEN EXISTING SANITARY SEWER AND PROPOSED WATERLINE EXISTING 6" DI WATERLINE 1 4F UTILITY QUANTITIES WATER QUANTITIES: 2.0" SCH. 80 PVC DOMESTIC WATERLINE 1.5" DOMESTIC WATER METER 2.0" BACKFLOW PREVENTER 2.0" CORP. STOP 2.0" PRIVATE PRESSURE REDUCING VALVE 2" 45' HORIZONTAL BEND SEWER QUANTITIES: 6" PVC SANITARY SEWER 6" SANITARY SEWER CLEANOUT SADDLE CONNECTION I SEE BUILDING PLANS FOR SANITARY CONNECTION (TYP. OF 3) CO 4 RIM: 519.03 INV IN: 513.97 6" PVC INV IN: 514.87 6" PVC INV OUT:, 513.97 6" PVC SS CO 2 0 RIM: 519.14 INV: 514.06 6" PVC )35 LF OF 6" PVC ® 2.08% S 0W52 / 130 LF OF 2" SCH. 80 PVC RIM: 518.78 DOMESTIC WATERLINE / INV: 513.65 6" PVC t� PC),\1 130 LF 1 EA. 1 EA. 1 EA. 1 EA. 3 EA. 175 LF 8 EA. 1 EA. SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) GREEN CLEAN CAR WASH FFE=519.69 LOG CO 2 IM: 519.66 IV: 515.09 6" PVC 1 LF OF 6" PVC ® 2.08% RIM: 519.69 INV: 516.00 6" PVC ::.: \-42 LF OF 6" PVC ® 3.78% �6 LF OF 6" PVC ® 3.78% OW51 RIM: 518.94 INV: 513.75 6" PVC 1000 GALLON OIL/WATER SEPARATOR (SEE CU-501 FOR DETAILS) 5 LF OF 6" PVC ® 6.42% -CO 3 RIM: 518.69 INV: 513.33 6" PVC 5 LF OF 6" PVC ® 9.45% RIM: 518.45 INV: 511.95 6" SADDLE CONNECTION I 56 LF OF 6" PVC ® 6.34% \\ \ INV: 508.42 _ \ `rS------------t---------- c O� \ /OPv,515.90 SS SS SS�-�- \" V IN=-,507.00 3' SS c 506.75 - OP=512.85 �, IN IN 15=507.50 BM #2 _...._ DI WATERLINE IN IN�18;-508.70// / NORTHEAST IV OUT=507.40 CORNER OF DI M M ELEV=512.83 M M TOP=512.32- FL=506.30 _ _ � - - - fOP=514.47 FL=509.60 UTILITY NOTES 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. 3. INSTALLATION OF A KNOX BOX IS REQUIRED. CONTRACTOR TO COORDINATE BOX LOCATION WITH THE FIRE MARSHAL'S OFFICE. 4. CONTRACTOR TO CONTACT ACSA 3 BUSINESS DAYS PRIOR TO ANY WORK ON ACSA UTILITIES TO SCHEDULE AN INSPECTOR TO BE ON SITE. I BM #1 I SO. CUT ON I LIGHT POLE BASE ELEV=520.71 0 'lul SEE BUILDING PLANS FOR DOMESTIC WATERLINE CONNECTION. 2" PRIVATE PRESSURE REDUCING VALVE TO BE INSTALLED WITHIN BUILDING IllmII m LF OF 6" PVC WATER RECLAMATION TANKS (DESIGN BY OTHERS) RIM: 518.94 INV IN: 514.88 INV OUT: 514.63 ss/ Ss ss FORTUNE PARK ROAD (50' R/W) D.B. 1643 PG. 643 TAPPROXIMATE LOCATION OF PROPOSED ELECTRIC SERVICE CONNECTION (CONTRACTOR TO COORDINATE SERVICE WITH ELECTRIC COMPANY) I OPOSED ROUTE OF CTRIC SERVICE I 24 I EXISTING 8" PVC SANITARY SEWER LINE Vd, 1518.08 SS SS�513.10 - SS1I J I erA �q 15"RCP TOP=517 �� FL=514.4545 TOP=516.41 20' ACSA SANITARY FL=511.95 SEWER EASEMENT D.B. 1482 PG. 105 D.B. 1739 PG. 532 GRAPHIC SCALE IN FEET 0 10 20 40 looll lc�� lco� 0 O O Tk N z N > O > w w O J U LiJ Y z Z O � 1< z U Z O m a O 0 a w o Q V L Q a_Z J O O H Z U W Q af � � J co 7 Q W � m Q Q 0_ ■■■m©©m O ro N ro U Q z > O v o L'i z a o O U 00 O N r � U Q O M 0 o r p N o = Q Z ~ O W Of D 00 J o W Y W O p Y Q J OO O O 0 RYA PERKINS LIC. No. 046565 OI/31/20 2 � 0 m U n m w w N cn 0 Q � co Q m m m O M o w o w w Y CD a in a w V) 0 0 U Q r� V z Z Z X Lu J=ow Z U � Lu Z z W W W�Lu�0r�D ww>- c)LLJ V O v ' J M Q w m Q SHEET NUMBER CU-101 6 c "i m 0 m Q v 0 0 T E Y 0 T 0 0 r 3 L N 6 0 ° N N Q ° 0 T m Y d c 0 0 0 3 o ° n C J � 0 a C y o o N r - `o J i E ° n '3 J � O N 3 L " n c E i °o Q N J y c � o 0 N o u o L ° E ° 0 Q E I c 0 L O � N O � c � E d m n o I n 0 O n O 3 0 N =� u c L N 3 N O I 7 c O m S. o a I ' J n Y w U y n E 0 O o c 0 O a ,4 1 ,4c V N N h � m 0 O 0 � c J E Q N c 'J c ° J - C � L n � :J y m 0 a oN O � J � o ° � v y c 0 � Y n a C N O � 0 n � 5 c � 5 � 3 �s 0 0 J .. E n � 0 0 0 0 L a 9, 0„ 24" MANHOLE 1' 6" FRAME & COVERS T 6" (MH-5900-F) 2 BOOT FOR _: �, :: 4" HDPE 4" PIPE IN - ---- PIPE OUT `4 w/BOOT 5,000 PSI REINFORCED PLAN VIEW CONCRETE STRUCTURE DESIGNED FOR 24" MANHOLE FRAME & COVERS MAXIMUM 8 FT OF COVER (MH-5900-F) RISERS VAULT REINFORCED TO GRADE FOR H2O LOADIN:vBY OTHERSLn cq io IT CONTROL 6" 7kZ SECTION VIEW NOTES: 1. VAULT SHIPPED IN ONE PIECE WEIGHING APPROX. 19,000 LBS. 2. RISERS TO GRADE NOT INCLUDED 3. MANHOLE FRAME & COVERS SHIPPED LOOSE FOR INSTALLATION BY THE CONTRACTOR 4. INLET TEE BAFFLE PROVIDED & INSTALLED BY THE CONTRACTOR CLEAR FL 0 W SCALE: NONE DATE: 2010 DWG: OWS-50 GPM TJ-1000 eY C P & P 50 GPM OIL/WATER SEPARATOR CONCRETE P 648 PRECAST, LLC w/SPILL CONTROL VALVE (TJ-1000) �-- 4 VENT BLOCKOU.T.... � � BOOT FOR g" x 30" 4" HOPE 4" PIPE IN FLOWPORT ' PIPE OUT w/BOOT INLET PIPING • � � BY ONSITE •• � EcoLine-b CONTRACTOR .• 4" THICK"" 50 GPM UN CONCRETE '•; w/SPILL BAFFLE WALL '• VALVE CRIMP AND ROLL END OF COPPER PIPING REMAINING COPPER PIPE TO BE VERTI( SHUT-OFF CORPORATION STOP 42"' MIN. 24" MIN. TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W-6B VARIES °' AM.J. VAF FITTING WATER MAIN 4" DIP RESTRAINED JOINT FITTINGS TO METER BOX (SEE FIG. W-6A THRU W-7E). J COPPER TREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S•I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 METER SIZE DIMENSION DIMENSION DIMENSION A B C 1 1/2' • 3'1' 5'0' 3'8' 2' 3'1' 5'0' 3'8' 3' S' MIN, 10' MIN, 4' S' MIN, IE" MIN. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. cq HINGES F----- ---- ------ I I I I I I I I I I LIFT HANDLE FOR ALL BENDS SECTION 1-1 TYPICAL METER VAULT N.T.S. FIG. W-7A TD-14 45' TIO% L PLUG 2 ( 7 1 FOR TEE OR W` WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED.. VG AS TIRED d I,aRIE SIDE VIEW 75' DIAMETER DRILLED TOLE FOR TOUCH READ 1NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 2 4' X 36' ALUMINUM ACCESS HATCH SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 221/2 1.50 2-00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 45 2.66 2.68 2.77 0.26 8 221/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 DOOR PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d. TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE I � i 0 I I II ADJUSTABLE TRAFFIG RATED II VALVE BOX W/ LID z u Z N M.J. GATE VALVE WATER LINE !P _i . 2500 P.S.I. CONCRETE " 8 a 2'x 2' BEARING AREA. THRUST BLOCK •.d q NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9cil 44" MIN. r 36" 18 MIN. p 37" MIN. • •. T 7I WINGNUT LOCKING ASSEMBLY 12 MIN. BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) NTS FIG. W-76 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 DOOR PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d. TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE I � i 0 I I II ADJUSTABLE TRAFFIG RATED II VALVE BOX W/ LID z u Z N M.J. GATE VALVE WATER LINE !P _i . 2500 P.S.I. CONCRETE " 8 a 2'x 2' BEARING AREA. THRUST BLOCK •.d q NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9cil 44" MIN. r 36" 18 MIN. p 37" MIN. • •. T 7I WINGNUT LOCKING ASSEMBLY 12 MIN. BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) NTS FIG. W-76 17.5"6` MIN. ID-3 TD-15 7E m m m m >- m n U U U N N N N N � O Z Z O O a � z m > O > m w 7 w o m m > w Y O Z m Z Q U Z U_ m z O m d O Q 0 o w Q cn w Q m z O u jj Z w Q ] Y U U m > } m � a z O N M N U Q Z O Q 0 Ld Z O Q O U N O of 03 a z o o o Z Ld p = Ld Z O Y w J 0 o v: � _ W Y Z�� J Z = � y Q J N 0 0 0 N J o 0 11 RYA PERKINS LIC. N,. 046565 OI/3I/2022 z m w O N� O m U cn m m U �O n LJ� In m m Q 0 m Q W z z y ¢ 1 a w U 0 0 U VJ J Q r� V z � Z Z Q XLLI z J=ow U�No0 W Lj.. W z Lu W��w� W���z O u U (D �J w w N C'M w m J Q SHEET NUMBER CU-501 U C N 0 U O N Q a 0 c T E Y 0 U 0 r 3 t c 3 - v n m J O Q 'U 0 N � Q n Z c J o - _ Q T J � E J Y. J T r c - o _J O ] a 0 v a J o n a I c c 0 N o � N O rr n 0 0 0 Q 3 J 3 O C t O 3 c N N 0 E E U N a n N Qs I � 0 L U O O N C i E a N O n o E c o o m N N J } tr c � a j o a I � a N � a n 3 r L > U S 13 o c Y m U E o 0 v v a ri a a � U U V � v a � N v � E � a o c � o O D o� a J - N D Y N Y V N n o z Q E J E J N a r N - o J v r I J N � a N o= J N o � r a Y o Q) N � o � U L 3 n ° 0 0 J ~ U « F n U D o N a ..N O S l ~ STIR. BLDG CO 1 TO STIR. CO 3 524 a 524 > U 0. > > mo o »a 0. a: ° a : Co O m IDWM o Oin a n M M M u7i W � Gov rnriri� V-F t0�� OiOF NOZO to (n In to ;j U:�» UO_�Z M1 =,U ZZO 00 O�>> ISTING GRADE O FEz z z 520 - 520 - � J SEE BUILDING PLANS 11 FOR SANITARY PROPOSED GRADE N 0 U M " SCH. 80 PVC 516 DOMESTIC WATERLINE 516 38 tF OF 6" pVC 16" SE ARATI ®2 08Z 35 LF OF 6" pVC ® 2.089, 11 LF OF 6" PVC ® 2.08% 512 512 510 510 On N LO 9+75 10+00 HENRICO COUNTY FIRE FLOW ESTIMATE FORM ISO (Insurance Service Office) -Method of Calculating Needed Fire Flow NFF (Needed Fire Flow) ENGINEER Kimley-Horn DATE: PROJECT NAME: Green Clean CALC. BY: TYPE OF CONSTRUCTION: WOOD FRAME C-1 Class of Construction Coefficient = F: GROUND FLOOR AREA: 1,256 # OF STORIES Total Floor Area = Ai (effective area) FIRE AREA C ONSEDERED Construction Factor Ci = 18 (F) (AJD-5 (ROUNDED TO NEAREST 250 GPXI) TYPE OF OCCUPANCY: COMBUSTIBLE C-3 EXPOSURE (X) AND COMMUNICATION (P)- X, + P, = 0.00 X4+P4= X2+P2= X5+P5= X3+P3= X6+P6= NEEDED FIRE FLOW (X+P),=1.O+E)'+P)= 1!3 U2022 CBB 1.5 1256 C; : 1,000 (Worst Case) Occupancy Factor = Oi (Max X+F)i=1.75) (n=NUMBER OF SIDES OF SURIECT BUILDING) NFF = (Ci (0) (X+P), Automatic Sprinklers: NO Reduction Factor. 0% %X NFF = TOTAL: 1 1.00 NFF = 1.000 0 Required Fire Flow - Rounded: 1,000 gpm Fire Hydrants Required*: 1 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT 6 SIGNATURE: P.E. * CONIN ERCLAL ARE_a REQUIRES 350 FT. NINXIMUM HOSE LAY References: NFF calculation pence duce described in A.W.WAM-31,I_S.O.'s 1990 Commercial Fire Rating Schedule and I_S.O's 1990 Fire Suppression Rating Schedule. .9l94 Farm F-9 STIR. BLDG CO 2 TO STIR. MH 1 CL jja a a a. o a. 524 0 0, 00 > U> U 524 vi Qi In In In N' Ill 0) H a F 2 Z p M InCID to M In N 0 V (D ��»> 00 p Z ZZ In Nj MN) Ol^ > UK Z. In Co MI(y CIA > F m I0 F ~ - N O M - p > U R Z > 2 0 Z U K Z Z - EXISTING 520 - _ GRADE 520 L � _ SEE BUILDING PLANS / FOR SANITARYCONNECTION V U PROPOSED 2" SCH. 80 PVC GRADE DOMESTIC WATERLINE 516 PROPOSE 516 5" SEPARATION 15" STORM PIPE 11 LF OF 6" PVC ® 2.08% 1.5 SEP A710N 512 6 LF OF 6" PVC 3.78% 512 SADDLE CONNECTION TO EXISTING SANITARY SEWER INV: 508.42 OIL/WATER SEP RATOR 508 (SEE CU-5D1 FOR 508 56 LF OF 6" PVC 0 6.34% 15 LF OF 6" PVC ® 9.45% 5 LF OF Em PVC ® 6.42% 505 505 OR r o c\jIn of od i Green Clean - 3290 W orth )Gng - Domestic Water Meter Customer Building Address Zip Code Type of Occupancy 9+75 10+00 Green Clean 3290 Worth Xing 22911 Car Wash Fixture No. of Fixture Fixtures Value 60 psi Fixtures Value (gpm) Bathtub 8 X Bedpan Washers 10 X Bidet 2 X Dental Unit 2 X Drinking Fountain - Public 2 X Kitchen Sink 2.2 X Lavatory 1.5 X Showerhead (Shower only) 2.5 X Service Sink 4 X Toilet - Flush Valve 35 X Toilet - Low Flow Flush Valve 26 X Toilet - Tank Valve 4 X Urinal - Pedestal Flush Valve 35 X Urinal - Wall Flush Valve 16 X Wash Sink (Each set of Faucets) 4 X Dishwasher 2 X Washing Machine 6 X Hose (50ft Wash Down) -1/2 in 5 X Hose (50ftWash Down) -5/8in 9 X Hose (50ftWash Down) -3/4in 12 X 0 = = = = = = = = = = = = = = = = = = Z Z 0 0 0 0 0 0 0 0 0 0 0 1 1.5 0 0 1 4 1 35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Combined Fixture Value Total Combined Fixture Value Total*Pressure Factor Pressure Factor Added Fixed Load- Peak CarWash Demand Total Fixed Demand Meter Size 40.5 Fixture Units 42 Gal/Min 1 Pressure Factor 55 Gal/Min 97 Gal/Min 1.5 inch meter 11 +00 STIR. BLDG CO 3 TO STIR. CO 4 524 524 a R p (o > o p o- o R (0 ° () O of r XISTING n Do In GRADE Mo 9�> 0) In nr OZZ0 520 cpi ? >a0 PROPOSED GRADE SEE BUILDING PLANS FOR SANITARY GONNEGTION 516 516 12 LF OF 6" PVC ® 1.04 42 LF OF 6" PVC ® 3. 1 LF OF V PVC ® 3.78% 512 512 KS WAT7R RECLAMATION T (DESIGN BY OTH RS) RIM: 518.97 INV IN: 51 .84 INV OUT: 51 .59 510 510 O1 (0 m ui 9+75 10+00 GRAPHIC SCALE IN FEET 0 10 20 40 S% HORIZONTAL CARWASH ADDITIONAL WATER DEMAND APPLICATION NUMBER FUNCTION WATER TYPE JET USE FACTOR FLOW RATE PER MN RECLAIM WATERIMIN FRESH R.O. REJECT SIZE QUANTITY GPMIJET WATER PER MIN 1 FOAMING APPLICATOR ARCH fresh F.T. 9 1 100.00% 9 9 2 TOTAL SHINE BATH fresh F.T. 4 3 20.00% 12 2.4 3 FOAMY CTA #1 fresh SH 1 3 50.00% 3 1.5 4 FOAMY CTA #2 fresh SH 1 3 50.00% 3 1 1.5 5 TRPLE FOAMER fresh SH 3 3 35.00% 9 3.15 6 WRAP FORMER#1 fresh SH 1 3 80.00% 3 2.4 7 WRAP AROUND WATER#1 any 4020 6 2 100.00% 12 12 8 WRAP FOAMER#2 fresh SH 1 3 80.00% 3 2.4 9 WRAP AROUND WATER#2 any 4020 6 2 100.00% 12 12 10 FOAM INGAPPLJCATOR ARCH fresh F.T. 9 1 100.00% 9 9 11 FOAM INGAPPLJCATOR ARCH fresh F.T. 9 1 100.00% 9 9 12 Mitter 1 any 4010 4 1 100.00% 4 4 13 Mitter2 fresh F.T. 4 1 100.00% 4 4 14 FLJ P ARCH fresh OD04 10 1.8 100.00% 18 18 15 TOP OM NI fresh 0004 10 1.8 100.00% 18 18 16 SIDE BLASTER any 0004 10 1.8 100.00% 18 18 17 TOTAL SHINE WAX arTy 0004 3 3 20.00% 9 1.8 18 RINSE any 4010 1 6 20.00% 6 1.2 19 MIRRORRNSE fresh RAINBAR 2 1 100.00% 2 2 20 FINAL RINSE fresh RAIN100 1 4 100.00% 4 4 21 RAIN DRYING AGENT fresh RAIN100 1 4 100.00% 4 4 22 RAIN SEALERWAX fresh RAIN100 1 4 30.00% 4 1.2 23 PREP UNIT fresh 4080 2 4 10.00% 8 0.8 TOTAL 183 60 55.35 26 AVERAGE APPLJCATION TIME IN SECONDS: ® FACTOR 50.DO% 50.00% 50.D0°IR AVERAGE GALLONS USED PER CAR 30.00 27.68 13.00 AVERAGE CARS PER MONTH: 1 70001 7000 7000 7000 ESTIMATED GALLONS PER MONTH: 210000 193725 91000 AVERAGE EVAPORATION AND CARRY OUT PER CAR TOTAL WATER USES TOTAL WATER RECLAIMED FRESH WATER H20LOSSIEVAP DISCHARGE TO SEWER Gallons Per Car (GPC) GPC 70.68 30.00 40.68 6 34,18 ESTIMATED AVERAGE RECLAIMED PORTION: -42.4-5-%j MNTH LY TOT 494,725.00 210,000.00 284,725.00 42,000.00 242,725.00 * CARWASH FLOW INFORMATION WAS PROVIDED BY SONNY'S CARWASH FACTORY (n (n N m U >-m >- N N N N \ W N N < N N O Q \ Q O O O > O > w w O o' rr U W Y O Z Z a F cn z U Z O m rl O - Op Q Q W Q V W Q 0' a_O J H Z U W Q Q af n 7 af Q W > Q m a d ■■■M©©M o ro N rN N U Q Z > O H Z a o O U 00 O N Of r U Q O 0 O r O N o = Q LLJ Z ~ O W 00 J O U W Y J Z = > 3 d Y Q J 0 0 N J O� O O r RYA PERKINS LIC. No. 046565 OI/31/20 2 N � O m U n m U O UJO W vl a� Q N a m m m QM o w o w Y O Q n Q w V) 0 0 U Z U) O LU J J Q LL J D N L.L U a- J U Q z NO LL Z xZ LU J=ow ' z U�LUC) Z - z w LU LU 3: LU w LU O ��10r�� V O V LLJ J N Q M W m Q SHEET NUMBER CU-502 6 C v 0 m v Q C 0 0 T E Y 0 T 0 r 3 0 N 6 c �i v 0 0 m Q c 0 0 T v Y T c 0 0 a 0 v 0 3 -O a o Z Q O J ' 1 0 N 7 Z S J = O � c J v U 3 J � J o y y 3 N C N E C � O O Q $ :J c O c N 3 O c :J o m N 0 d Ea 0 a n E Q - I c 0 0 0 — v N v � v 0 0' c E m N `o � n v I `a O v 0 U 3 C 0 r v u J s 3 C O O I m 0 � o h N 0 a J u. L' U v a Y v v y o V c c %i o y y c V m V h N O p J c +' p c E Z Q N J � Z � U 0 Z v — o J B r T J � v 3 a o O � J � N N O � L O Y c 0 n a C N O Y u n � s � 5 Z 3 n s 0 0 J .. E n � 0 O o 0 r NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FORM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. / / / L / 0' ACSA WATERLINE & FIRE HYDRANT EASEMENT / D.B. 1739 PG. 532 / / / / GENERAL NOTES 1. PHOTOMETRIC PLANS ARE PROVIDED FOR INFORMATION PURPOSES ONLY. 2. MEP CONTRACTOR TO PROVIDE LIGHTING SYSTEM DESIGN. INCLUDING JUNCTION BOXES, CONDUITS AND CONDUCTOR SIZE. 3. SOURCE OF POWER FOR LIGHTING TO BE CONFIRMED BY MEP. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR SERVICE LIGHTING NOTES: 1. SEE SHEET CL-RTT FOR FIXTURE AND LIGHT DETAILS 2. NEW POLES AND FIXTURES TO BE INSTALLED AS SHOWN. SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) �g©mpg®9Tlj 9m��m ��m®� O O O \ / cc� p `�\ ° O11 2 2 1 a •j (� 1 •S ®• "� Z 9 6 O x O / \ 6' 6 0iS JC S '6 •p O �� ® 9 p W 9 ^�� •� •� B B GREEN CLEAN CAR WASH B 9 •2 O FFE=519.69 O 3 p) M 6 0,Li :, S � 1 O P gym" �x s 2 B B B g 1 E S _ y y 9 A S YI 6Z y6 6, 9 ` 9 8 p 2 2" X p x O S cp B 9 6 6 2 a 9 Sy 6. '',, 2 2 2 O , 8 ° x�,• 9,l S ?8 p O `' �' 2 9 •Z S .0 26 O � 'S •6. `� 2 ri 'O p17 9S v S 2 g S O v'6 28 2 S x S •9 Y9 y� 9Z S S x 2 2 Z 06 9 .p .� S O x� � '9 .2 o y8 T..:, x '2 .S N l \ y 9 , 1Z S u' 2 Y 9 S ZO p x � \ � .6 1 ., a •2 2 Adz v xs .���••• s9 39 .� o / 8 2 '9 B 1 L 10 S .r •$7 xJ �19 j9 1 `gip p •9 .+ 2 9 •Z •l � I p6 ---0—--0 010? 6 S®� m o o / �)\ O e� ®����`®�CgCq�� Sip m��e s — _ S — —° ----J �- O p O O 8 O O \O .Q 0 p 1p ° p � �W •'9 O O Q ° p '2 — O _ O p . p O O O O O p O 'O 'O do � O \p I VARIABLE WIDTH FORTUNE PARK ROAD p p STORM DRAIN EASEMENT p ° o D.B. 1643 PG. 641 (PLAT) (50' R/W ° ° o D.B. 1463 PG. 477 D.B. 1643 PG) 643 0 I J 20' ACSA SANITARY SEWER EASEMENT D.B. 1482 PG. 105 — — — D.B. 1739 PG. 532 VARIABL STORM DRAI LUMINAIRE SCHEDULE SYMBOL LABEL QUANTITY ARRANGEMENT DESCRIPTION MANUFACTURER HEIGHT LAMP WATTS LIGHTING LOSS FACTOR A 6 SINGLE ECF—S-48L-1A—WW—G2-4—HIS—BK GARDCO 14'-0" LED 160W 1.0 0 B 3 SINGLE LPW-32-70—WW—G3-4—BK STONCO 9'-0" LED 65W 1.0 MOUNTING NOTE: TOTAL HEIGHT OF POLE MOUNTED FIXTURE TO BE 14' INCLUDING BASE. THIS HEIGHT IS BELOW THE REQUIRED MAXIMUM OF 20'. LIGHTING CALCULATIONS AREA ILLUMINANCE—AVG. MAX (FC.) MIN (FC.) AVG/MIN MAX/MIN PARKING AREA 5.0 18.5 0.2 25.2 92.5 PROPERTY LINE 0.05 0.4 0.0 N.A N.A �O ti GRAPHIC SCALE IN FEET 0 10 20 40 cn cn m m m Ul fn U U N N N N N \ W N N < N N C O Q \ o 0 0 0 m > W o > w O J > Z LL Of Y O F-- o � Q F- V) a — z z U D CC Z 0 m a- O 00 Q W o Q to LL :2 0, m Z O U• Q J Z ULL] Q CC O � J U (n n- r m LLI Q Q a_ Z o M N M N U Q Z % O fn p F- Z O Q O U DO O N � U Q Z O n 0 z O r O Z N co = Q Z U) O } of7 c J O Ncl� � = W YY m O O 3 J Z d 3:Y Q J E N 0 O O CN 3 O m U V) m rl� w0 cn W g Q m m a m a o o o W Z Z ¢ y 1 0 a v w (Un O O U Q /z v Z Z i Q X Lu J of Z U � Lu Z W W �w a- z c)V u U rnLd �+ J N D- a c MJ w m J Q SHEET NUMBER CL-101 vi N 0 .- 0 By 0 I O > E Y T d 0 0 O LIZ m JO c y m 0 ° 0 ch 0 O W Y a C O O 3 a O O O J_ Q 0 _ c 0 aJ 'D c 0 Z 0 = O L5 - J D C m n J 3 Y ° m Y D) 3 17 n , C 0 O "L D O O Q -° !-n r C c D 0 O N :J 0 e D_ L N O Ia n 0 Q a E O 0 0 0 O as I E � a) J) 0 1 0 n O 0 a O of c ° 3 O m J r O m s m 3 fi O 1 - C It U c 0 N 5 0 a J n Y 0 Y U a N 1 L 'O h T h c T o J V N U y c N V - D C y '- N h � L o m D N 0 0 7 _ c n m J D Q 0 a c 21 C 0 Z IT O C 9 .- J d m S Ho In II J C m e ;a In O C J Oa m N O JZ O rl c rl O m 0 , 0 m m° C m O L () n di LIZ m $ Z 3 W I v s N 0 0 J U e; N E In D 0 o I a obil hi, ' r ' v is valmont•' _ Fatigue valmont.7 DS330 - Fatigue Resistant Square Non -Tapered M."i Steel Pole STRUCTURES,.. l , - - - - • • , , _ _ _ • , STRUCTURES BDUARE PLASTIC TOP PUSH CAP %TENON Job Name: I tliW Nuw: JW NaIre: I OWN Name JMLa.am"1-tly: •n... :p BP tl Mb LaWkn-CHY: able: :GeeMa By:- 1,^: 4.eP rl rl PMIM: DS3� Ouw: ; tlmkmarAMmal. - Date- qyq: Daggs) ...,.. c rAppm : Dab: I: 11- - - - - - - I I I I I I I I ORILLEOTOE ACCEPTSIDE MOUNTETMIXTUREDIF REpU1RE0. SQUARE POLE PLATE HOLWITE WIBEENTRr) HOLE (DEBURRFD) FOLESFIGUET ANCHORAGE DATA -"-} m Arts Basa l3etan hem Bea Skneridles SPECIFICATIONS Tenon Tops Pole Shaft -The pole shaft is fabricated from hot miled welded steel tubing of one- le can construction with a minimum yield siren th of 55 KSI. P )7 9 Pole Top - A removable pole Cap is provided for poles receiving drilling luminaire arm assemblies. For tap mount luminaire patterns for et consult for and/or bracket ensutt the factory. Consult the luminaire me Solt Circie ' • 4.00 11 8.50 0.50 8.25 0.T50 O.TS x 1].00 x 3.00 3.50 • 0.25 a 4.Do T 8.50 a.s0 B.zs 1.BTs0.T5x1T.00B3.00 3.63 oas 9W2]0° sad 11 tt.0o 1.e 11,e 1." 0.]5x 1].00 x3.00 3.75 500 ] 11.001.00 11.00 1.0000.75 x 1T.OD x 3.00 3.T5 025 6 oo T 12.00 1.W 12.M 1.000 1.00 x36a0 xa,OD AM 0.zs I I SQUARE POLE SHAFT P2 TENON DETAIL OPTIONAL CAP DETAIL (STANDARD) pole Cap Pole Cap -PWtle emec[tenon s¢e or drill pattern. Other pole top apDons include pole cap only (PC)or plain top(PL) which is typical When the pole top diameter matches the naCeaBary slip fin dimensions. a° -Ell DESGNATON,LOAD AND DIMENSIONAL DATA 2-PIECE COVER Ftandhole th A reisend hmehde with groundingly.a provision is prouding at from the base antl of the pole assembly. Each hantlhole include an ® ®� ��- FlIN SHED TO 0 MATCH POLE easy a erei Swing Latch hantlhole ever assembly. U.S. Cross Section easy to install, s Latch Patent Swing latch cover is fabricated from durable poycebonata/ABS hantlhole. Handhole dimensions are nominal. O bkvM Plastic. All pole assembliesare provided with a2.50"x5.00"rectangular ' 10'-0" 306 610 18.8 595 14.9 473 4.00 4.00 it W 4000100 12.0" 24.4 610 15.1 11.8 370 4.00 4.00 11 90 41gp120 II`� II 378 1 3]8 11.] 293 4.00 4.00 11 1W 400p140 14'-0' 19.9ffiM21 11 Bale Cover -A tea -place full base Cover febmcaled from ASS plastic is Soft S9uem provided with Bach pole assembly, Additional base Cover options, including the Dan Square (2T) Solaluminum Cover, are available upon request. Hantlhole Anchor Bolts - Anchor toots conform to ASTM F1554 Grade 55 and are 16'-0• 15.98 295 8.9 223 4.00 4.00 11 115 40CICHN 18'-m 12.6 230 6.] IN 4.00 4.00 11 125 400p180 9.6 107 4.5 150 4.00 4.00 11 140 40002W 2M' 1T.TT 343 BA 235 5.00 BOB 11 IN S00Q200 28.1 A 535 182 405 5.00 only T m 500W200provided ti , ` ',` , �: ` �ph with two hex 011LR and two flat washes. Bolts have an -L" bend on a� and are galvanized a minimum of 12" on the threaded wW. 4.8 100 1.0 50 4.00 4.00 11 1T0 40002505'one 25,-0^10.8 IN 5A 135 4.00 AM ] 245 4WW250 3 157 3.7 1W 5.00 5.IN 11 225 NOQ250 MOUNTING HEIGHT FULL BASE COVER STANDARD $5as 2 E 3r Hardware- All structural tastaners are galvanized high strength Carbon steel. All non-struclurel fasteners are galvanized or zlno-plated Carbon steed or stainless Steel. 185_463 13.3 333 8.5 238 500 5.00 T NO 500W2W 67 168 4a 110 2.6 65 4.00 4.00 T 291 400W300 v tso 20 50 WA WA 5.00 5.00 11 2B5 511Op300 30+0" tO.T 267 6.T 187 So 100 500 6, ) NO SOOW300 0.60"NUT 2,�,%5e" HOLDER FOR GROUNDING HANDHOLE RIM WRH COVER Finish - Standard finish" are either Galvanized(GV) or Finish Pointed(FP). 18.0 475 132 330 B.0 225 800 6.00 ) 520 600W300 AtldHional finish options including Finish Paint over Galvanizing (FPGV) or Full Base Cover any of the V-PROve Finish Coating Systems are available upon request. See (Standard) the Product Ordering Code for Color options. 35• 0 oB 150 2.5 100 WA NIA 5.00 5.00 T 440 500W350 12 a 310 ].S 190 42 105 6.00 6.00 T 540 BOONedriO 41l'-6" Z2 t60 3.0 75 NIA N]A 5.00 6.D0 T M 600'N400 p-6e Des' nCriisria-Pke3e relerence Design Specification for 'ale g 9 Pe1xF appropriate design entlifions. ,✓also wmuxman Mbwu60axaw beseau,NbwYmp I,bl.0 mM aMWkm Mina-W M aren�.i erg n amen rvw etl. nor ll e" x sue^tal,umvl nraveuren111111. onsh,erinde themew une0scenn PxI rent m gslly ^1 THICHMESS nweegebnnlwbwolLlY.11ma. me.ngmalmwm n.-.m.dkRw.IhemnMm.-M Pm,n,,r�5l arceemas. PRODUCT ORDERING CODES Dan Square-2T ��.. �fifififitEoggifiggifififififil (Optional) DIRDLE 1'-8' REINFORCED IUNDHOIE WITH COVER ANO GROUNDING 4-ANCHORBOLT9 Dam9t9 omm 1 Gv G - - Fee Base ere D 1fD ll9�2]0° FI F i,eJ -0mNINAL WlhoulAnc OraNA O2 (2DA �ZID do MPan &on R-aiweDNfLAB BalkOe NIDI'aliO G Frtn eim'M 1'C JFA .aril. facto Dn loadin ry 9 Cmera for pole top mounter' luro na res ermor brackets. 05 (2)Cenn9s®100°8Pa regawdrng lGrry D6=(3)Pig'®AY, IBY,B VIES=wP. Seem T«onMourning wu-vPM _some peen p2=2.3S.'n vpv=vPM-ssankmmx a=4OO'OOx6°moan vPM=wPRO'%sewn omn2FLAT Ps=2W'oOx4'lerron vpsT=vYltl'Sr (iey•Consult w=2BB•x^en opens 6Pmrr°, P] zed oo sewn win-1MAmmfiDr t.`! Ps sp Is' (seecryl lmfhe onew t.B L Color o ... A����", BQUARE HOLES WITH THREADED END GALVANIZED IS MIN. EACH aOLT FURNISHED WITH 2 HE% NUTBAND WASHERS. POLE BASE AND HANDHOLE DETAIL D8330 POLE DETAIL V LMONTBTRUCTURES.COM " LONTSTRUCTUREaCOM IM VALMONT INDUSTRIES, INC. 2880D IDA STREET, PO BOB 359-VALLEY. NE 68064 USA Ba0.e236906 VALMONTSTRULTURES.LOM CM Site ' & Area LED, I ECF-S EcoForm ECF-S EcoForm ECF-S EcoForm OWIFIrgin small small small by Os ignify � Area luminaire Area luminaire Area luminaire E.F. ,.Dries (aderedaeperetey,fleldin.Wlled) 3000K LED Wattage and LunNRn WWw S000KLEDWattegea WmenWtue- RlMtlkanreneen¢s Ewa IwW '1 i bass ..vent Two- . TYwa m- MY oWW YaN m �3 1� East M ILFWI sear m wi dotal .. Garde EcoForm Gan-2 combine economy with parTormenca in an LED area N luminaire. Capable of deliverin u to 26.4001umene or more inacom act, low Laver. P B P P P c.Lxm profile LED luminelre. mtrorm oHereanewfyin site customervalue. PLED by features an Innovetve retrott arm kit, simplifying she conversions to LED by eliminating the need to poll additional holes in most Misting poles.lntegral Ty•` controls wms available for further energy savings. Includes Service Tag. our tars, OR: Innovative way to provide assistance throughout the life of the product. Ikk. O Xpu.SMeaAMM sMMaMwx ioxNmnw: xl}]:H• emL Buss stlesmeMmr3z LEozlzmWwey xlSNbk` nil Arm rcesnlNO lm am .on o mug. .I.-x^ llnomalxu%slaa INM ISTLedy(wa MN Oplkm90.n]OOne.O,.n MtlMa. am1 up. Imp win T Test, Me WMb Emmet Gov° n TMRmmacw. a.M ml.r "aem Wane M sac (met .I, wen save aMN MY n.w Elmer sage Emmm sear m aPm M ILnNI p a.. nPwl ED-53u-zed-ww-W. n ma poD poly n xMa Mupxa 1w Tns m-IpW Its '333 sass el-uo-W nz cF-s-azL-hoc-cw-sae n Too woo n 'see uuo-W ne seta ulpW ns epin 58b 90 DI-uo-cz to r<FSDt+4wWW. - - ss 'bfi quS la om nNE pet 92uo-W l09 ro-slzL-In-cw-ex-a I ss p50 Sam W qm IN nx Islenotionew 1. n3/S m law emD �¢ Ism uuo-W ins WuoW Its WW speaker - la - law ww m per WAS uuo-W may uU1W m warn ,I. 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Po@bn SMnaaies crowed Luminelre¢arewee with mayor tkel main the Y P Mo optk poenlan will ham Me awlcel ryvom oriented eeanown below: LekslM Rldastla olpdv sideake '•. ••I / Sb.M SM.� O O Lum ReMtea LHal with opine Poeltlen pN eY pU [BD% Luminelre oMereewnM10 ul systems MeO cRoteotl Lek spec meltnon will have Meowd. Withsystem ollenfetl w mownbelowlryN 6 eM 6W opNw tiro nolavallablewlNfac[pyMrOModaowleel: tekWM M�IyNM afpcom eflWe •• / •••, 1 Sbxt BMel O O 'k• All steel NrOhoumd Nam themiduNMefrommleoumbtnenepandiMOthset One -piety the cast neucmg with integral armada wperaN. ¢ex- ror0naure er[er[ne mla poln[enalorx M1oura before aepentllllB Mtne aure[bn INalmmllW. pnna[be ueetl with other dimming con[r010 [Iona. reolnetl hinged, one-piece die cast tlaarfreme. Luminelre holding reotlo 9 P e p e e IP88, dates In a«oraence [o Section 9 or IEC 80580-1. WbrWmm osta eda .m Aefl,adMwth.wattalrpAWe:wmmeo-e equipped With the lumen to meusll ad uetme wntm aid Me gem roreanre mtelwmmedre lumen min 1 I rt B I M elk r I e W reetN[eaentl rates 3Gow lye. 0e c to ry N 9 s[enaarMeNlorM by ANSI Cl%A1-R010. Testing Includes Wbretlon In Mrw outPu[ena llBMlewla. Cornea pro -sotto the hlgM1aet position e[Melunren Y OYonY leO d. Use chart below W sell moduclen in lumen Output e. ell wrrormetl on [M1e urns luminaire. tlwiree. Gnnot beuutl wiN Other wntrol options ar motion rwponee. Uglfi ne u ee.n in war. maem.et6-LEDMDmmDm mMa else base B B wkh pc¢ .. D '. mlywWwrcn aptleak..ea In munlpL.Mx. s.and amaapL.ara2.4e. 1 lsx and Oa LEnv. MaMkIV ROXScomplleM. Coloromwmturx:9000NN-12aN, 8000R, SOON ,I- 20oK Minimum CRI MTO LEDIgMenglwM rNpd IP661n a SG% acwrtlenaeto 5eetlonBINIEC 0059a-I. s Sfi% combination Button Photncations. Ce:Roane Nyle Isdesign for IMnothercmotion RwpenwwtM1 Diner CeMMIe: When Sitemine motion nstruited oeumihm 1 B 1 B w P B P xkhwnerevice l¢ Automatic rimmin Profile sc eoplo It motlan mounting applications. n.The sing Rated off Wofehl him witha renege mevoltageth a led dimmiwrrlMce andsensord eukwltn theaddedless rating ofI OwoTM1 photo.RaMevurnon withLIFE of emb]V Il BP B P B nnMoaPthe moon response In ccord.l M. reline tine sensor IF rcprogramm kWreW of on(S Ins Surgeeproactlo o^wicc tested man configuration,WI.la..M.onrwpo..1,pacenh. IF mare -pro only be mr- Surge hMSIae0on(aPl/6Pq:SuVILLE C2412 dool Scenario veld AkSIAEEE CBz.as mrAN51/IEEE Cfi2 41 x Scenario I CeoOory C XIBn FaNda..dwathavolbProgremminprwLrnePromecanomybere-ICatgory 0High mesa vie me rontrmler. proore rLm - r n Lin -N IXaeurelOkV/1olW wewformeb eGou tl, eutMleMNeWeI- p Omuna. and lnewaMenw with DOE M58LC Model Specification rot tEO Roetlw Luminaires APPo1MIxD Electricellmmunit Xi nte¢tlmro110kV/10kA. IMr MetpRR nseLown(IMRIVIMRm: Infrared..ion MemnN b Y g 20kV/101W Sur roteetlonewke tM1et wleeeeatre teetlon tl Integral Module is available with two different sensor Ions types to pep pr pro beyon Models vedODemo«tin hat ngheighU a c Wwftanre e. the SPI IOWHIOkA even. a g p n y lige Lew*Ir covan¢Mugneana 7Is wkehei for upo 2awiting ha u.B me et•metercwrage nree. Lein a]le w¢Ieneetor nleher moumina hMBM. UL/WLwet location listed to ma UL 1599 standard, suitable for ty in up IYAO with larger coverage areas up o 100 dlemMareovamgeam.Su emWentbmpera msfmm-Q'W40°C(-a0°tolN-F),Mwt E=o m cMrblorepPrwimeta debttlon Pa[[ema: wMlguretleneawquellfbd under Pwmlum and StenMrtl DNIBnLIpMn ---- m " 05mr) - OIMInO p•; ': 270• • I lmusa Me "•,••O O •' Curbhw 90' `STa' 1 XpYYBYN •\'O O;•' alaBru b.ne Sysom emwey up to 1331mi with significant energy savingsDoor Poles, Start Meth Helieeluminelre.Optional corryrol opn«aproNtle Meetl energy awlnpeeullnp unawugad Palled°. A e5W a T6% a eY r n6% IMR69wmi.alroor MmeamwrrtcerNral MYa my v ill N Canwrtlum vet arlm. CanwltDLC Ouen6ed ProduM¢led m confirm your . mmummetrep.l«non l.NP.DX.e.ccr.9000Nand w.rm.r.re ark 6 pprwee' RnYM1 ]]Plm RBtrofit Am.(RAM) ]93'(NSa10 Slip fitter (SF) •'-p-' •... ' Optlul Mteme B 80% rype2 3.4,5.5W. and MR distributions Nalable. IntarMl shield option 0 Bak ouMs tO LED option and is available with Type 2. S. 4. and AM aianibutiona is lOb'f' Types 2.3.4. and AM wMnapedflea and used as rM d.amfihtory W :Typblwlu.-ulay N-5% act ony Performance tested per LMa9 and TM-15 BEaNQcertiying w / / A m n a . a D Eacnatendartl Color luminaire rewiweeotle and abrasion reeisoM, eiempt tenMlly applied thermally cured triglycoal lsoryenur pill te cl wyeaor powdercaet finish. Standard colors Include browe(all back Ism. white IWXJ, dark gray (Done. and medium grey (MGYI. CONUR mctoryforspeNonomhonlorcutomcolom. vxw M24LM .e tow o.2sre e 113 Fe) 4@9n`I p- - U. 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Mvvvv env re vveva ebWYe": Sn WMe system mdme a controller fully Integrated k Me wmmae MM enable the Insider- up communicate with. dimming Mane. .Me eptiee a signal transmitter cabinet locates on site using Patented control dimming WF lm MWen McWm IBL-IMRV: Motion Response module is .M.do IAlowll.......this small..,,.ho�� users to access the system mounted lMeead to luminete factory pre-progremmetlm 50%dimmingROHBcompllent. and Typekc[ncmlloraehorengcet R«e e.d.r TWO s- k soar Type ]- m m.rooM.dwteANSI WOB(5-m P be ( P 1 -p 1 p 1, a top1.Cenbeueea WM tMrhen,pycontraleynom,Reupt«le loceotl On ,,,,,.H.voyage ustbespefyind,Wenordle r,ith tw4tlook ell, volbge must ba epacined Lunen oMtnnO MeL-look ..Mle(TLRD601 TLRWL photocell cr.halll.,.ap se PALinstall TLRPO(..hipped mode ewlm 5 pin. 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Stoned Leniently LED large Well sconce LPW32 featurea outstanding value 1amLLM. in a Compact. architectural design. This powerful and precise combinfitlon CM.w offers outstanding energy cevings with excellent photometric performance. Typo. LPW32 is ideal for building personal and Corridor. in addition to well lighting Had SEE, applications requiring strong lateral spacing and forwartl pattern projection. xWX Ordering gulch Enmple LPW32-00-NW-GS-3-120-PCB-Bi Pr.]N Wekpe IEDDob n DWMllbn Em.rye ry VN[p. L z F 0 0 0 LPW3R Ly[ePro9R IF ](RV NYI-OR Neutral White B TF14 12oV LED L BD9 DCRI a Type4 EW Fame,s, Be[bry 208 2" 2o6V Well Sco«e „Orel, G.n.r Gen packu.e 2M ww-W Wmmwelte fti. Sol m zTry Generated EBPow1eDIe M[M1 9O 8M eowredon wneden 4m sew uxv IRPRTN(fi0/mNq INU anreov Deming Ow H.".. M, Ph.t .IM Firi 0 0 0 0 FAWs Field NRp MWwscNar PDe PnoMwMrol LWIND Actua le a3 L. Button's Bit Black tankage Will WhIts selector' Be. 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A .." all fin mtoT. axtlmetl w,sratelM) LPWOVRPLT-B2 Low Universal wall cover mounting plate, O.OB- auminum.bmnM me paint Nanocover krg.rpra-wiser, I 4,6.112m0 People oraurfiw. field Installed) Offersseme J-B Ww mm lumlwlreormar legged to wall wing (a) knockouts. unmr¢W J-eon maDMmg non. p.mm� 1ao• ow p / F. as cm o II 0 p.D' W [i..... ---j wmin.Ito-IS-61M µMg) (aaw0 O LuminairewitM1 EBP:111be 0 k0) 6.6' Da Tm) van„ µcm) o 0 16'(.am) Im6w ofta.h L Hyd of..,ad Sensor NM 1e.r(µ=) N11M IXd wall UP Yten ordered with BL-IMNI9 16.V(46w1) LED Wattage and Lumen Values 0.dxlnp Cade Toetl LEO. ]Sp -1 InIA) Cdw Twe. TYWB gal Wen MM II Output Mtlrlp ILPW) Bptam Watts .W= Gu[PR BW Eme•ey R.Ikp ILPWI LPW-Bx-M-ZW LPW-3z-9O-NW-G9 3R 32 aJ0 4000 90 T388 Bfi3] B1-UO-02 1U B2-00-G2 10] T49 9320 BI-W<12 92-00-G2 111 104 UPW-32-70-WW-W 1 32 1 650 1 3000 1 66 1 6688 1 all 103 1 6472 1 BI-I.O-G2 100 LPW-32-O. W-W 32 Boo soon Be 6T2a Be Baas B2-u0-G2 95 LED Wattage and Lumen Values - Emergency mods p�N.... 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Mid Miami VIt eSW tar pAWe: Luminelre equipped with Nee nand value to meet the needs of the energy and budget conscious, the Shia, the manually mesuat the wattage In the field to reduce upon TW=32Nwanebl. dream aownwam farm ...ones well mount B luminelre lumen out utana lightevels Comes r - otneit het Ppose 9 BPPIIpoIah crwMrepowercanbeafie ctlymad t deletedUsenot chartd with Pennon fetl Back urfaceeaFreopesomes spliced canfiereduction in Iolume umbout inIonianmumbout sires. Cannot be used with other con4ol ohercob earelubeckaurM1ming. Two a are Inside Melumoelre M1oueing. Two SNU'eerewelleble as In-rtock owlone or motion Mapwu. o mdlgurNons(2-tley quick ship) Houairrp Die -awl Mooring houses bath the LED entl driver auemblies. Design Incor crates an In rated Meet alnko mexlorlow thermal rbrm eve. P ag w entl rellebinfi BeeublbM boor osion Integral n. wmpodne hook and mwunt plan bYllt-In INN bubble. Offers lnt09reIIMOrIOCFln9 nook Onamwnt awlgn rorwymdallWan. 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EBPIvvuMDle loruulnemblrM LpWffiluminsires, One LED strew. end the tlrlwre naellwwnd We 6- Ilmnetlwernn .Mewww.el n .win/wenennesrordaHlle. temwrsWre wnd.ml, om.i.d 1,e.d.D°G11w°medn,d on Year ry 0 xY soh resettle only DyeomIanC playelo par eromiryimwr wnM1 relay m Its MMlMeyom deadline AC power bu m power IumlMlre ter e minimum of 90 ng oni from Mntlme coven Is lost AwMDlrwltn I2O-2]N, or'UNV'only. �mmI} m m (n !n U U m LJJ N H O Q 0 ol�::l�::l�:: O O _ Zftz > O > a� LLI U5 L1 O Y 0 W Y O Z C'_Z H Z H N _j Is 0 Q O LJ Q (n I- - Q a- Z J O U _ ~ Z U Li O H U U,5 IY >-m I— a_ > n N O Z ah N Ih N U Q Z> 0 !n p LLI Z Q O O U N O ((0 x cc U Q I Z r•)0 0 CO O Z N CO Q I- Z I �O } 0 U) N J O N = cz�W Y m O O 3 - J Z � d � 1' Q J 04 00 o� 1�e o O r H O_ N 2i O m U I N U w O N ( n w \_ Cn } m a_ � Q Q m Q � 0 � � O m (D W S - LLJ3 Z Z V Y 0 ¢ N ¢ w U) O O L) rR J Q W 0 Z 1 J Z Z_ Q X W J U'/fir' 1..6. Z O W W 0� O MN \ / IY Q 0 LL J 0U LU Q L W W w �// a / D_ LL_ IN SHEET NUMBER C L-501 I- O U LJ J Q ` G LLJ m J Q U C vi y 0 m a 0 0 T E Y 0 Y 0 0 Y 3 N 0 L N m 0 0 c 0 0 0 _ T v Y n c 0 0 0 3 ° Z c Q ° J 0 1 0 o Z `o z Q 0 J ° � a) 3 a_ 0 m L � 3 m .. L C E o � �0 w a y c0 0 m 0 O U o m `0 E n m o Q E I � c _ o 0 - o m N o m C � I n O a m = 3 C m L j u s C 3 m � O I v � a � C 7 O N O FL J I n Y ; U N Y n L 0 O T w n E `o T C y N c N N V m N 0 30 c O � E Z D a N J i � c Z ° _ N Z ° Q C a- .p 1 m L H r a_ c �0 v 0 a o O � J � m O � L O Y c 0 N y n a m � 0 C to o � 0 n � 5 m y � 3 N s 0 0 C InD U D O or I - PLANT SCHEDULE LARGE SHADE TREE AR PA UA EVERGREEN SHRUBS MCE Po ORNAMENTAL GRASSES Ps QTY BOTANICAL NAME COMMON NAME CONT CAL / HT 4 Acer rubrum 'Red Sunset' Red Sunset Maple B & B 2.5"Cal Strong central leader 6 Platanus x acerifolia 'Bloodgood' London Plane Tree B & B 3.5"Cal 12' HT MIN, Strong central leader 6 Ulmus americana 'Princeton' American Elm B & B 2.5"Cal Strong central leader QTY BOTANICAL NAME COMMON NAME CONT HEIGHT 6 Myrica cerifera Wax Myrtle Cont. 24" HT MIN. Uniform-, Dense-, Full to the ground 22 Prunus laurocerasus 'Otto Luyken' Otto Luyken Cherry Laurel Cont. QTY BOTANICAL NAME COMMON NAME CONT HEIGHT 25 Panicum virgatum 'Shenandoah' Switch Grass 1 gal GENERAL LANDSCAPING NOTES 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 4. BOTH PROPOSED AND EXISTING LANDSCAPING PLANTS AND TREES ADJACENT TO SITE DISTANCE TRIANGLE NEED TO BE MAINTAINED BETWEEN 2 AND 7 FEED ABOVE GROUND AS CLEAR ZONE. I SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) KEY PLAN LEGEND PARKING LOT LANDSCAPING AREA PAVED PARKING AREA GRAPHIC SCALE IN FEET 0 10 20 40 ROD 41 °24'45" 82. F FND. - _N46' '45"E _ PA / ... 99 C� .@@@@ @@ ® @@ @@ @� SET FROD ND. .9@1 \ E XISTI N G SHR U B TO _ @ RQ MULCH BED LINE (TYP.) .. :.:.:.:... .. / ...................... @ :....... REMAIN (TYP.) � l) / xEXISTING TREE TO EXISTING TREE ......... @ / REMAIN (TYP) ................................ I :...../.. SOD (YP.)REMAIN (TYP.) " . .... ELEV=520:71.,. . . @ @ .- - /O� @ i. ++ + + + ++++ + + GREEN CLEAN CAR WASH 25 iCy"'�j W � W FFE=519.69 Ps CO Fro FIRST CITIZENS BANK & TRUST COMPANY 2 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ) ® ADDRESS: 1815 FORTUNE PARK ROAD /@ U 1� w J @ PARCEL ID: 04664-00-00-001D1 :® @ ZONED: HIGHWAY COMMERCIAL E / l@ @ C 1 ROCK ACSA WA ERLINE (TYP.) ROCKMULCH(TYP.) FIRE HY RANT �:.:. SS w ] @ FA EASEM NITI. 1739 PG. 532 MCE \/ A : m v Q1@ L SOD(TYP)J @ ET , .. d� to t� t� o o R r \ y �. @ r y i @ SOD (TYP)�. \\ / @ TOP=517.05 FL=510.40 0 �:.. �@ @\� �.. -4 - - - �. i \ �- -EXISTING SHRUB TO l • _ �•� - - ._ REMAIN (TYP ) \ �.. \ -- ®� �-. - • " �..- :. rr,. S S S FL 613.10 EXISTING TREE TO �t SS SS SS _ @ MULCH BED LINE (TYP.) REMAIN (TYP.) t 7­01 @ I _ \ @ S3S 58 $1 3$- 18 RCP o /(�OP=512.85 FL=509.60 INS/ IN 15-507.50 BM 2 EXISTING SHRUB TO �YYIII ( )- # MULCH BED LINE(TYP.) �p0 IN IN(18)=508.70NORTHEAST REMAIN (TYP.) WI TOPA17.79 4IV OUT=507.40 CORNER OF DI SIUKM L)mm,,v EASEMENT FORTUNE PARK ROAD 15"RCP FL=514.45 ELEV=512.83 D B 1643 PG. 641 (PLAT) V1 M (58-R/ � ) /- D.B. 14�77 _ D.B. 1643 PG. 643 _ TOP=516.46Cl) J Q FL=511.95 20' ACSA SANITAR 7SEWER EASEMENT D.B. 1482 PG. 105 TOP=512.32 �� _ _ - - D.B. 1739 PG. 532 VARIABLE TH FL=506.30 STORM DRAIN EAS T \ \ 1643 PG. 641 (PLA \ / /w 04 ACSA W E k nn H ANT ET / D.S. 17M rise rn sag PARKING LOT LANDSCAPING KEY PLAN SCALE: 1" = 50'-0" `•`per \err 1• �4' A aZONED: HIGHWAY COMMERCIAL ® 0 } O n �F1��� 'omm' w tiaa aF 1 m m saxes sa - e,.ae �, vun�atE Worth PVJMfRK PARK ROAV P.a& Is pWH EAn( W a9oa ,eas cn � 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; ® Limits of clearing (outside dripline of [gas to be saved); El Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Imposed benching or tunneling beyond the limits of clearing. 2. Markings: ® All trees in be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree mmking 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 of construction materials including soil shall not be permitted within the driplmes of trees m be saved. 5. Soil Erosion and Storms der Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fe: ® Fires are not permitted within 100 feet of the dripline of bees to be saved. 7. Toole Materials: 13 Toxic materials shall not be stored within 100 feet of the dripline of axes to be saved. 8. Protective Fencing: M Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by forcing. X1 Forcing 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 dnplina of s tree to be saved, a see well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level most be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction domil submitted for approval. 11. Treachine and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trues as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder room. 12. Clete ® Protective forcing shall be the last items removed during the trust cleanup. 13. Dammed Trees: ® Damaged trees shall be treated immediately by priming, fertilization or other methods recommended by a tee specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. t12/f7n1 OWNULSLGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/l/06 Page 1 of 1 m m } m m m (n !n U U N N N N \ LJ N N H N N C O Q \ 0 0 0 0 zitz M z 0 > o > w w O Of J > (7 W Y O Z Of Z Z H to J U 5 CC Z O m a- o oIdgQw a cn L Q IL Z J O U _ ~ Z U LJ o D LLI > r m Z O to N rM N U Q Z % O o Ld z o 0 U c O N � U a Z O n 0 z O to O Z N O = a Z U) O Y of7 to J O N � = ci�W Y Ld O 3 J Z a Y Q 00 N OO -:�: O 0 BBIE D. ROACH LiC. No. 1870 OI /31 /2022 A NJ 3 O m U � VI m rl� w0 Li(NCn � v' > m 'm Q a m a o o o _ W Z ZCD y Y 0 a U)a w U O O U Q r n V Z � i Q X W J L o z LLI UryLUC) LL J Z W W �w D_ z LL O (DUO � rn �+ Ld J Q MN / LLJ m Q SHEET NUMBER CP-101 � � m ml M � F__m m Ul fn U U m 0 0 a 0 0 x T E Y 0 T 0 0 3 0 N 0 c ° 0 0 3 o a" n C J � Q o W c � `o � T z v Q E y Z c 0 7 z a z ° Q J ° i C c 0 c n ° a- o J N O i N 0 ° L C C +� o 1 3 Q o J L 3 c " 0 N o E o E L o y n c Q o u c 0 o 0 0 a E E n ° c I ° H ° c � 0 0 0 � ° � n j n m I 3 L h u s 3 0 w I Y u Y c ° ° Ey 0 o n U n a ° � a N ° V L V " - T O L � 0 ° C c m 0 n - J v Q U W N n o z Q c n E Z z z ° z ° Q C J .O i ° L B I c i v 0 a o O � J � ° o ° y c ° � y n a m ° C � o Y u n ° L � y � 3 n s 0 0 J y E n � 0 0 0 o9r 40 GENERAL NOTES A. CONTRACTOR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS, PERMITS, AND REGULATORY REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. B. 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. C. 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. D. FINAL LOCATION OF ALL PLANTINGS SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S CHOSEN REPRESENTATIVE. E. SUBSTITUTIONS AND/OR MODIFICATIONS TO PLANTING LAYOUT, PLANT MATERIALS, ETC. SHALL NOT BE MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. F. CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE DETAILS, AND AS INDICATED IN THE LANDSCAPE SPECIFICATIONS. G. 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. H. 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. I. 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. J. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE PLANT LIST AS MULTI -STEM. K. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY SHOVEL EDGING. NO EDGE SHALL BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. L. PLANTING BEDS SHALL RECEIVE 3" OF DARK, SHREDDED HARDWOOD MULCH THROUGHOUT. ORANGE AND/ OR RED MULCH IS NOT ACCEPTABLE. M. 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. N. 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. 0. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES, UNLESS OTHERWISE DIRECTED BY THE CIVIL ENGINEER. P. 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. Q. 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, Culture, Propagation and Uses, most current edition 10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans B. Trees: 1. Deciduous Single Trunk a. Full, straight and upright with consistent symmetrical natural branching pattern throughout b. Branching Height -seven (7) feet to lowest branch in two years unless otherwise required by local jurisdiction 2. Deciduous Multi -Trunk a. Full and upright with straight consistent symmetrical natural branching pattern throughout b. Canes evenly spaced and of similar growth habit c. Free of suckers and extraneous branching 3. Evergreen Single -Trunk a. Full and upright with continuous symmetrical dense natural habit b. Clear branching height twelve (12) inches above top of rootball c. Free of suckers and extraneous branching d. Do not shear or otherwise prune to shape plantings C. Evergreen and Deciduous Shrubs 1. Full, dense and naturally symmetrical. 2. Consistent with container and/or balled and burlapped size 3. Free of suckers and extraneous branching 4. Do not shear or otherwise prune or shape plantings D. Evergreen and Deciduous Groundcover 1. Full and dense in pots or flats E. Perennials and Seasonal Color 1. Full and dense in pots or flats F. Turf Grass 1. Subgrade a. Soil Mix-10% Compost, 90% topsoil by volume b. Preparation -loosen subgrade to a minimum depth of four (4) inches. Remove all non -natural materials including litter, stones, sticks and all items greater than % inch in any dimension c. Preparation -spread soil mix at a depth of four (4) inches continuously to meet grade elevations shown on drawings. Allow for thickness of sod when applicable 2. Grass Sod a. Install not longer than twenty-four (24) hours from harvest b. Grass bed not less than two (2) inches in continuous thickness c. 100% continuous live sod coverage after first growing season and at end of warranty period. d. Of uniform non -varying density and continuous texture quality capable of growth and development immediately upon installation. Weed and noxious plant free e. Stagger installation rows and place aligned parallel to contours f. Fill joints solidly with planting bed preparation soil g. Provide anchor pins at twenty-four (24) inches on center for slopes greater than 4:1 3. Grass Seed a. Mix approved by the Landscape Architect b. Provide first and new of year seed crops in mix free of weed seeds and deleterious matter c. Provide seed mix not greater than 15% annual or perennial rye d. Coverage 85% continuous coverage live stand after first growing season and at end of warranty e. Replacement or overseeding mixes consistent with original application/installation f. Provide erosion blankets or other slope retention methods as noted on drawings It. 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 1 .,,,., Ann a,r.o,r r,,,r.n. n DECIDUOUS TREE PLANTING NOT TO SCALE SHRUB PLANTING NOT TO SCALE 4L LEADER rE NURSERY STAKE 3RAISIVE RUBBER TIES (3) TWO INCH TREE STAKES. L 8" AWAY FROM EDGE OF THE 3ALL. STAKE LOCATION SHALL NOT ERE WITH PERMANENT BRANCHES. 3 SHALL BE PAINTED BLACK PRIOR TALLATION. TO MULCHING, LIGHTLY TAMP SOIL ID THE ROOT BALL IN 6" LIFTS TO TREE. DO NOT OVER -COMPACT. THE PLANTING HOLE HAS BEEN LLED NED SOIL. TURN THE SOIL TO E COMPACTION TO THE AREA AND SHOWN. =R OF MULCH. ON TOP OF ROOT BALL SHALL NOT D 1" FINISHED GRADE. EXISTING SOIL. SCARIFY SIDES OF PLANTING PIT TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTING SOIL. 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 k I;C:�: dco:: O 0 0 > O > m w w o J > W Y 0 z � Q F-- o 1— F--0 _ z_ U D nY Z O M a- O O Q w o Q cr) m m Q m Z J O U g Z U w z Q o m D H J_ a cn w > r m � Q Q m � ■■■MEMO o ro N rM N U Q Z > O o Ld z o O U c O cc a Z o 00 0 Z N �p = a Z U) O Y of 7 c J O Ncl� � = W Y w O 3 J Z a Y J N O C] � o 0 r` BBIE D. ROACH LiC. No. 1870 01/31/=2_ '.: Z m :E m U 0 N3 O m U V) rr rr w0 � - Li(NCn ~ U) > m 'm a_� Q Q m Q o z o W W CD z Y 0 a U)a w (U/l O O U Q z_ Z Z_ Q x J ' ` z U�LUC) of z LU W W a- Lu z I1/ LL C)L/ UO U rnLd �+ J a MN C J M J Q SHEET NUMBER CP-501